Agenda packet — Santa Ana City Council, October 21, 2025 (part 4 of 5)

Food Service Establishment
Survey Inspection Form

Inspector Name _____________________________ Date ___________________________

Inspector Signature _______________________________

Interviewee Name _________________________ Interviewee Title ____________________

Comments/Notes/Potential Concerns:
_____________________________________________________________________________ _____________________________________________________________________________

I. Establishment Information

Facility Name ___________________________________
Street Address _______________________________________________________________ City ______________________________________________ Zip Code__________________ Doing Business As (DBA) _______________________________ Facility Phone Number ___________________ Facility Fax Number _____________________ Email_________________________________

Facility Owner

Owner Name _________________________ Owner Phone Number _____________________ Owner Address _______________________________________________________________ City ______________________________________________ Zip Code __________________ Email_________________________________

Property Owner

Operation

Mon Wed Fri Sun
Tue Thurs Sat

Time Open
4 5 6 7 8 9 10 11 12 1 2 3 4 5 6 7 8 9 10 11 12 :30
Time Close
4 5 6 7 8 9 10 11 12 1 2 3 4 5 6 7 8 9 10 11 12 :30
24 hours/day
III. Photos

Front of Facility
Image #___________
Greatest Grease Producing Kitchen Equipment
Image #___________
Grease Trap
Image #___________
Grease Interceptor or Suitable Location
Image #___________
Other
Image #___________

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IV. Location

Information

Location Information
(Check One)
Specialty Type
(Check One)
Seating
(Check One)
Catering
Hospital
Hotel
Mall/Food Court
Nightclub/Bar
Prison
School
Stadium/Amusement Park
Stand-alone Restaurant
Strip-Mall/Attached
Supermarket
Other_________________

American-Burger
Bagel
Bakery
Barbecue
Cafeteria/Buffet
Chicken
Chinese
Coffee Shop
Cookie
Deli/Sandwich
Doughnut
French
Greek
Ice Cream
Indian
Italian
Japanese/Sushi
Korean
Meat/Carniceria
Mexican
Pizza
Seafood
Steakhouse
Vegetarian
Vietnamese
Other________

Sit-down
Take-out
Combo

Chain Status(Check
One)
Chain

Independent
V. FOG Sources VI. UPC

Oils
(One or More)
Butter
Lard
Margarine
Peanut Oil
Shortening
Vegetable Oil
Meats
(One or More)
Beef
Chicken
Pork
Seafood

Inside Seating Capacity ______________
Outside Seating Capacity_______________________
During Peak Hours: # of Meals Served per Hour ______
# of Employees working _______
Non-Disposable Dish Usage Yes No
Significant Use of Pots and Pans Yes No

VII. Lateral Line

Clean Out
Lateral Cleanout Location _____________________________________________

Additives Used
Is an additive being used? Yes No Type: Biological Chemical Unknown If Yes, List product name ______________________________________MSDS Yes No Purpose (One or More): Odor Control Line Cleaning Grease Interceptor Other____________

Laterals
Lateral Cleaning Frequency Twice a month Monthly Quarterly Semi-Annually Annually Other________________
Contractor Name ____________________________________________________

VIII. Yellow Grease Disposal (Waste Hauling)

Recycler Name _____________________________________________ Drum Bin 5 Gallon Container Other________________________________ Approximate Gallons <55 56-150 >150 Pick-up Frequency Twice a month Monthly Quarterly Semi-Annually

Yellow Grease Disposal Documentation
Date of Last Pick-up __________________________________________

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IX. Kitchen Equipment
Type Quantity Catch Pan for Grease
Deep Fryers 1 2 3 4____ Yes No N/A
Char Broiler 1 2 3 4____ Yes No N/A
Char Broiler w/Grease Burner 1 2 3 4____ Yes No N/A
Griddles 1 2 3 4____ Yes No N/A
Grills 1 2 3 4____ Yes No N/A
Kettles 1 2 3 4____ Yes No N/A
Oven 1 2 3 4____ Yes No N/A
Rotisserie 1 2 3 4____ Yes No N/A
Stoves 1 2 3 4____ Yes No N/A
Woks 1 2 3 4____ Yes No N/A
Other ___________________ 1 2 3 4____ Yes No N/A

X. Fixtures
Type Screen Compartm
ents Pipe Diameter
Direct Plumbing/
Floor Sink/Shared
Floor Sink
Connected
To Grease
Trap
Hand Sink ____ Yes No 1 2 3 3/4” 1” 1¼” 1½” 2” DP FS SFS Yes No Hand Sink ____ Yes No 1 2 3 3/4” 1” 1¼” 1½” 2” DP FS SFS Yes No Mop Sink ____
Floor Mounted
Yes No
Yes No 1 2 3 3/4” 1” 1¼” 1½” 2” DP FS SFS Yes No
Mop Sink ____
Floor Mounted
Yes No
Yes No 1 2 3 3/4” 1” 1¼” 1½” 2” DP FS SFS Yes No
Pot Sink ____
Grinder
Yes No
Yes No 1 2 3 3/4” 1” 1¼” 1½” 2” DP FS SFS Yes No
Pot Sink ____
Grinder
Yes No
Yes No 1 2 3 3/4” 1” 1¼” 1½” 2” DP FS SFS Yes No
Prep-Sink ____ Yes No 1 2 3 3/4” 1” 1¼” 1½” 2” DP FS SFS Yes No Prep-Sink ____

Yes No 1 2 3 3/4” 1” 1¼” 1½” 2” DP FS SFS Yes No
Pre-Rinse ____
Sink
Grinder Yes No
Yes No 1 2 3 3/4” 1” 1¼” 1½” 2” DP FS SFS Yes No
Other
___________
Yes No 1 2 3 3/4” 1” 1¼” 1½” 2” DP FS SFS Yes No
Commercial ___
Dishwasher
Yes No 3/4” 1” 1¼” 1½” 2” DP FS SFS Yes No

Hoods

Qty. _ __ Cleaned By Cleaning Method Clean Freq Water Disposal Maint Documented?
Yes No
Date of Last Cleaning
__________________
FSE
Contractor
Contractor Name:
_________________
Wash
Solvent
Other_______
Monthly
Quarterly
Annually
Other________
Mop Sink
General Drain
Off Site Disposal
Other*

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Floor Sinks With Cooking Equipment
Type Location Qty / Qty Missing Screens
Floor Sinks With Wok(s)

Cooking Area ______/_____
Floor Sinks With Kettle(s)

Cooking Area ______/_____
Floor Sinks With Other
Cooking Equipment
Cooking Area ______/_____

Floor Drains and Other Floor Sinks
Type Location Qty / Qty Missing Screens
Common Drains Food Prep/Rinse/Dish-wash Area ______/_____ Common Drains Cooking Area ______/_____
Floor Sinks without Equip Food Prep/Rinse/Dish-wash Area ______/_____ Floor Sinks without Equip Cooking Area ______/_____ Floor Sinks without Equip Other Areas ______/_____

X. Grease Removal Devices

Grease Interceptor Yes No If not, is there space available? Yes No Interceptor Shared with (FSEs):__________________________________________________ Distance from kitchen area _______________________________________________ Location______________________________________________________________ Manufacturer __________________________________________________________ Model ________________________________________________________________ Size (Gallons) _________________________________ Estimated Documented Dimensions (Inches): Length _____ Width _____ Fluid Depth _____ Access Depth (grade to interceptor base) _____
Date Installed __________Number of Lids (Excluding Sample Box Lid) 1 2 3 4 Sample Box Yes No Baffle Tees Checked Yes No Pumper Name _____________________________________________ Pumping Frequency Monthly Quarterly Semi-Annually Annually Other_______

Grease Trap Yes No If not, is there space available? Yes No Passive Automatic Fixtures Connected _________________________________________ Location_______________________________________________________________ Manufacturer _____________________Model ________________________________________ Size (Gallons) ________________________________________________________ Dimensions (Inches): Length___________ Width ____________ Fluid Depth___________ Date Installed __________________________________________________________ Baffle Tees Checked Yes No Baffle Tees Screened Yes No Pumping Frequency Weekly Semi- month Monthly Quarterly Semi-Annually Other___________
Serviced by Employee Yes No
If Yes, how is grease disposed? Brown Grease Barrel Yellow Grease Barrel Trash Other___________________

XII. Closing
Requests
Request a copy of the facility menu, inspection logs, training logs, and manifests.

Request a copy of the water bill if available, ideally from the months of January or February, to determine water usage.

Interviewee Information
Primary Language English Spanish Chinese Japanese Vietnamese Other ______ Perceived Language Comprehension Fluent Partial Unsure How successful was the communication with the Interviewee? (1-10) ____________________

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Revised 28/12/2006

City Of Santa Ana
FSE Best Management Practices (BMP) Inspection Report
Permit No: ____________ Inspection Date: __________
Name of Facility: ________________________________ Inspection Type: __________ Address: ______________________________________ Inspector: _______________ ______________________________________________ Citation Type: ____________ Name and Title of Facility Contact: ____________________________________________________________

FACILITY INSPECTION

1. Removal of food grinder Installation/usage prohibited per ordinance

2. Drain Screens Installed/Maintained Must be present and in working condition

3. Kitchen Signage (BMP Poster) posted BMP Poster visible in food prep/dishwashing areas

4. Scraping practices Pots, pans, and plates to be scraped of food debris prior to washing

5. Food Waste Practices Food waste to be placed in plastic bags for trash, not in sink(s)

6. Emergency Spill Response Materials Grease absorbent materials present and accessible in event of a spill

7. Utilization of Additives Additives for emulsifying or biological/chemically treating Fats, Oils, and Grease (FOG) prohibited – unless approval by FOG Control Program Manager

8. Waste cooking oil and properly stored Waste cooking oil not disposed of in drains; and waste grease container present, not leaking, and properly labeled

9. Grease Collection Log Maintained Must be kept current and accessible at all times

10. Employee Training Log Maintained Must be kept current and accessible at all times

11. Lateral Cleaning and Spill Log Maintained Must be kept current and accessible at all times Comments: __________________________________________________________________________________________ ____________________________________________________________________________________________________ ____________________________________________________________________________________________________

INSPECTION RESULTS

Facility is in COMPLIANCE. No corrective action is required at this time.

NOTICE OF NONCOMPLIANCE
Facility is in noncompliance Required corrective action includes Y N of the items checked below: any or all of the following:

Food grinder (garbage disposal) installed Remove food grinder (garbage disposal) Drain screens missing/damaged/clogged Install/repair/clean drain screen(s) BMP poster missing/obscured/damaged, etc. Post/repair/replace BMP poster Employees observed not following scraping practices Train employees on scraping practices Food waste in sink(s) and not in Train employees on proper disposal of food waste enclosed plastic bag or garbage
Missing/inadequate or inaccessible Make available/accessible grease absorbent grease absorbing materials material for spills
Additives utilized without approval of FOG Program Manager Discontinue Additive use or obtain approval Grease container leaking, not Provide, properly label, & maintain waste grease present, or improperly labeled container
Evidence of waste cooking oils in drains Train employees on proper disposal of FOG Grease Collection Log missing or not current Make available/accessible and update Grease Collection Log
Employee Training Log missing or not current Train employees on all BMPs & update Training Log Lateral Cleaning and Spill Log missing or not current Make available/accessible and Lateral Cleaning and Spill Log
Other:____________________________________________ Other:____________________________________

The above checked item(s) must be corrected within _____________ days of receipt of this Notice of Noncompliance.

AKNOWLEDGEMENT OF RECIEPT OF BMP INSPECTION REPORT
______________________________________ ________________ Signature of Facility Contact Date
______________________________________ ________________ Signature of Inspector Date
____________________________________________________________________________________________________

FOR OFFICE USE ONLY

Hotspot ID:

Hotspot Source:

Last Citation Date:

&LW\&RXQFLO
–

Revised 12/28/2006

City of Santa Ana
FSE Interceptor/Trap Inspection Report

Permit No: ____________ Inspection Date: __________
Name of Facility: ________________________________ Inspection Type:__________ Address: ______________________________________ Inspector: _______________ ______________________________________________ Photo #: ________________ Required Pumping Frequency: Citation Type: ____________ Name and Title of Facility Contact: _________________________________________________ Interceptor/Trap Location: ________________________________________________________ Interceptor Liquid Depth: ______inches

FACILITY INSPECTION: Grease Removal Equipment (GRE)

1. Floating Fats, Oils, and Grease (FOG) Layer -(FF) Thickness: _____ inches

2. Settable Solids (SS) Thickness: ______ inches

3. Total FF and SS Thickness: ______ inches % Accumulated FOG and SS: _____%

4. Last cleaning/pump-out date: __________

5. Mechanical Condition: See Results for Deficiencies

6. GRE Pumping Record Keeping: See Results for Deficiencies Comments: ________________________________________________________________________________ ________________________________________________________________________________________ __ __________________________________________________________________________________________

INSPECTION RESULTS

Facility is in COMPLIANCE. No corrective action is required at this time

NOTICE OF NONCOMPLIANCE
Y N Facility is in noncompliance Required corrective action includes of the items checked below: any or all of the following:

Interceptor/Trap is inaccessible for inspection Promptly remove obstructions that do not allow access to interceptor/trap
Interceptor/Trap FOG and settable solids Pump out Interceptor/Trap completely capacity exceeded
Excessive FOG in the sample box Pump out sample box completely when GRE is serviced Discharge (Effluent Line) restricted Clean effluent line (Hydro-jet) Baffle tubes plugged, submerged, Repair or replace baffle tubes damaged or missing
Insufficient GRE record keeping Maintain GRE records (log and/or hauling/pumping records) Pumping Frequency not within required interval Pump interceptor/trap within required frequency interval Other ______________________________________ Other __________________________________________ ______________________________________ __________________________________________

The above checked item(s) must be corrected within _____________ days of receipt of this Notice of Noncompliance.

AKNOWLEDGEMENT OF RECIEPT OF INTERCEPTOR INSPECTION REPORT ______________________________________ ________________ Signature of Facility Contact Date
______________________________________ ________________ Signature of Inspector Date
____________________________________________________________________________________________________

FOR OFFICE USE ONLY
Hotspot ID:

Hotspot Source:

Last Citation Date:

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10/21/2025

City of Santa Ana EEC
FOG Control Program Manual
Revised February 1, 2019

APPENDIX S

SANTA ANA ENFORCEMENT /

LATERAL EVALUATION PROCESS FLOW

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10/21/2025

Customer
Request
SSO Event
Mainline CCTV
Findings
LD Res or
Non-FSE
Comm?
FSE?
HD Residential
Process Flow
No
LD Residential or
Non-FSE
Commercial
Process Flow
Yes
No Lateral
Impacted
By FOG?
Yes Preliminary
Assessment
Complete?
Request Clean/CCTV
from Customer (Verbal)
Provide education (flyer)
to Customer
No
Lateral
Repair/Replace
Required?
Yes
Issue CW
Revocation Warning
Letter/Schedule
Follow-up
CCTV (2-3 mos)
Follow-up
CCTV
Impacted
By FOG?
No Further
Action
Required
Yes
No
No
Issue Letter Requiring
Routine Lateral
Maintenance (3-6mos)
Continue to Monitor
Repeat CCTV Impacted
By FOG?
No
Yes
Issue CW
Revocation Letter
Requiring Grease
Interceptor
Installation
Yes
No
Perform Lateral
Repair/Replace
Process Flow
FOG Compliance
Inspection
Non-Compliance
Identified?
Warnings/NOVs/
Citations
Repeated
NOVs
Yes
Continue Routine
FOG Inspections
Yes
No No
Yes
Santa Ana Enforcement/Lateral Evaluation Process Flow – Draft 7/15/2009
Repair/Replace
Required?
Perform Lateral
Repair/Replace
No
Yes
Continue to
Monitor?
No
Yes
SSO Response
Process Flow Public SSO?
Issue Corrective
Actions Letter to
Private Property
Owner(s)
Follow-up/
Characterization
Process Flow
No
Yes

City Council
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10/21/2025

City of Santa Ana EEC
FOG Control Program Manual
Revised February 1, 2019

APPENDIX T

MULTI-FAMILY HOMES AND SINGLE FAMILY HOME

EDUCATIONAL MATERIAL

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10/21/2025

ATTENTION!!!
Toilet Papers do not clog the
sewer system but Flushable Wipes
DO!!!
To avoid sewer overflows due to
clogging of sewer pipes, do not
flush the flushable wipes into the
toilet; instead, place them in a
trash can.
¾ Flushable wipes are not dispersible products
“Dispersible” means products
dissolve in the water and become
part of water flow. Toilet paper is
dispersible.
Personal Cleansing products, such as
flushable wipes are not “flushable”
or “dispersible.”
Instead, they will clog your toilets.
¾ Never FLUSH the flushable wipes. Place
them in a trash can.
¾ Following items belong in the trash can:
Cleaning wipes (“disposable” wipes
or flushable wipes, facial wipes, baby
wipes, moist towelettes, disinfecting
wipes), etc.
Condoms, Cotton balls, Swabs and
pads, Dental Floss, Tampons and
Applicators, Maxi‐pads, Paper
Towels, etc.
Flammable or explosive substances
such as paints, turpentine, nail polish
and polish remover, motor oil,
transmission fluids, etc.

What NOT to Flush!
Toilet is NOT a Trash Can!!
What Happens Without
Your Help
¾ If you flush non‐dispersible
items down the toilet, you may
unintentionally cause a messy
sewer overflow in your house,
your neighborhood, or
someone else’s neighborhood.
¾ During stormy weather, the
wipes can clog the sewer
pumps and a sewer overflow
could result.
¾ Your health.. Money…??
For more information, please visit
the website:
www.ci.santa‐ana.ca.us
(or)
Call: 1‐xxx‐xxx‐xxxx

City Council
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10/21/2025

The Drain Is
Not A Dump

ATTENTION:

Your Neighborhood has been identified as requiring additional sewer maintenance due to blockages. Please read the information below for ways that you can help prevent future sewer blockages in your neighborhood.

Cut Out the dumping of Fats, Oils and Grease (FOG) into the sinks and drains in your home.

Pouring cooking oil and grease into kitchen sinks, floor drains or toilets can be costly to homeowners, City of Santa Ana, and the environment. Oil and grease is generated by the
preparing and cooking of food. When it is rinsed down
plumbing systems it can build up and eventually block the entire pipe causing a sewer back-up or overflow.

What You Can Do:
 Never pour fats, oils and grease (FOG) down the drain or garbage disposal.
 Use paper towels or a rubber scraper to remove FOG from pots, pans, and dishware before washing.
 Dispose of food waste directly into the trash
 Take your accumulated FOG to Orange Coast College at
2701 Fairview Road for recycling. If you can’t recycle your FOG waste, mix FOG with absorbent material like shredded newspaper or cat litter and place in trash.

What Can Happen If You Don’t:
 Raw sewage overflowing into your home or neighbor’s home.  Potential contact with disease causing organisms.
 Raw sewage flowing into parks, yards and beaches.
 Increased sanitation fees to you as a result of higher sewer maintenance costs.

For more information please call (714) 647-3317.

City Council
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The Drain Is Not A
Dump
Scrape Fats Oils and
Grease Into the Trash

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10/21/2025

APPENDIX M

A COLLECTION OF REGULA TIONS AND LOGS WHICH
SUPPORT THE CITY’S FOG CONTROL PROGRAM

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10/21/2025

Kitchen Best Management Practices (BMP’s)

Sinks and Drains
Drain Screens
 Be installed on all drains
 Have openings between 1/8” and 3/16”
 Be removable for ease of cleaning
 Be frequently cleaned (dispose of the screened solids to the trash)

Grease Container Usage
 Pour all liquid oil and grease from pots, pans, and fryers into a waste grease container  Prior to washing, scrape solidified fats and grease from pots, pans, fryers, utensils, screens, and mats into a container
 Use recycling barrels or bins with covers for onsite collection of grease and oil  Empty grill top scrap baskets or boxes into a container

Dishwashing
 Use rubber scrapers, squeegees, or towels to remove food and all visible fats, oils and grease from cook and serving ware prior to dishwashing
 Dry wipe remaining food and fats, oils and grease into trash can prior to dishwashing

Spill Prevention and Clean-up
Proactive Spill Prevention and Clean-Up Procedure BMPs
 Develop and post spill procedures
 Develop schedule for training employees about procedures  Designate a key employee who monitors clean-up

Spill Prevention BMPs
 Empty containers before they are full to avoid accidental spills  Provide proper portable container to transport materials without spilling  Use a cover to transport grease materials to a recycling barrel

Spill Clean-up BMPs
 Block off sink and floor drains near the spill
 Clean spills with towels and absorbent material
 Use wet cleanup methods only to remove trace residues

Absorbent Materials and Towel Usage

 Use disposable absorbent materials to cl ean areas where grease may be spilled or dripped
 When using paper towels, use food grade paper to soak up oil and grease under fryer baskets
 Use towels to wipe down work areas
 Use absorbent materials under colanders in sinks when draining excess meat fat

Food Waste Disposal/Recycling

 Used or spent oil and grease generated from fryers and other cooking equipment can be recycled through a rendering or recycling company.

Food Grinders

 Food grinders should not be used in FSEs because the resulting large volume of food solids may clog drain pipes and/or fill grease traps and interceptors.

Employee Education
 An Education Program on the BMPs should be implemented consisting of:
 New employee training program
 Frequent refresher training program
 Kitchen BMP signage

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Practicas Mejores en el Manejo de la Cocina

Fregaderos y Desague

Coladeras del Desague
Deben ser instaladas en todos los desagues.
Deben tener aberturas dentro de 1/8” and 3/16”
Deben ser removidas para facilitar limpieza.
Deben ser limpiadas frecuentemente (deseche los residuos de comida visibles en el bote de basura.)

Uso del Contenido de Grasa

Heche todo aceite liquido y grasa de las ollas, cazuelas, y freidoras en un recipiente de grasa .
Antes de lavar, raspe la manteca y grasas de las ollas, cazuelas, utensilios, coladeras, y tapetes en un recipiente.
Use barriles de reciclar con tapas cuando colecta para colectar grasas y aceites.
Vacie los restos de las canastas o cajas de las parrillas en un recipiente.

Lavando los Trastes

Use raspadores de jebe, enjugadores, o toallas para quitar la comida y toda la grasa, aceite y manteca que es visible en los trastes y de servir antes de lavarlos.
Usando una toalla seca, limpie los residuos de comida y de grasas, aceites, y manteca en un bote de basura antes de lavarlos.

Prevención de Derrames y Limpieza

Prevención Proactiva de Derrames y Procedimiento de Limpieza Desarrolle un procedimiento de limpieza de derrames y pongalo en un lugar visible.
Desarolle un programa de entrenamiento para los empleados acerca de los procedimientos.
Designe un empleado quien supervise la limpieza.

Prevención de Derrames
Vacíe los recipientes antes que se llenen para evitar derrames accidentales.
Proveer recipientes adecuados y portabl es para transportar materiales sin derramar.
Use una tapa para transportar materiales de grasa al barril de reciclo.

City Council
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10/21/2025

Limpieza de Derrames (BMP’s)
Tape el fregadero y los desagues del piso cerca del derrame. Limpie los derrrames con toallas y materiales absorbentes. Use métodos de limpieza con agua solo para quitar los residuos.

Uso de Materiales Absorbentes y Toallas

Use materiales absorbentes y desec hables para limpiar areas donde la grasa puede ser derramada o puede gotear.
Cuando use toallas de papel, use papel de grado para comidas para absorber la grasa debajo de las canastas de freir.
Use toallas para limpiar areas de trabajo.
Use materiales absorbentes debajo de colanderas en fregaderos cuando exprima el exceso de grasa de las carnes.

Deshaciendose de los Residuos de Comida/Reciclar

Aceites usados y grasa generada de los aparatos de freir y otros aparatos de cocina pueden ser reciclados a traves de una compañia recicladora.

Moledores de Comidas

Moledores de comidas no deben ser us ados en los establecimientos de servicios de comida ya que el gran volumen de comidas solidas pueden obstruir las cañerias del desague o llenar los interceptores y bloqueadores de grasa.

Educación de los Empleados

Un Programa de Educación en las Mejores Practicas en la Cocina debe ser implementado.
Programa para entrenar a nuevos empleados.
Programa frecuente de repaso, de entrenamiento.
El cartel indicando las reglas de las Mejores Practicas en la Cocina.

City Council
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10/21/2025

Limpie con una toallita
las ollas, cazuelas, y
en el desague.
1 2 2
3 3
4 4
1 Dispose of food
Deseche los
Clean mats inside
Limpie los tapetes de
THETHE
La Forma Incorrecta La Forma Correcta
ManagingManaging
FATS, OIL and and GREASE
“It’s Easier than YOU Think!” “It’s Easier than YOU Think!” Wipe pots, pans, and
work areas prior to
washing.
areas de trabajo antes
de la varlos.

Do not
Do not dispose
of food waste into the
garbage disposal.

No ponga desperdicios de
comida en el triturador de
comida.

Do not pour waste oil
directly into the drain.

No ponga desperdicio de
aceite directamente en el
desague.

Do not wash floor
mats where water will
run off directly into
the storm drain.

No lave tapetes de piso en un
lugar donde el agua corra
hacia el desague.
pour cooking pour cooking
residue directlyesidue directly
into the drain.into the drain.

No vierta residuos de
cocinar directamente
waste directly into
the trash.
desperdicios de comida
en el bote de basura.
over a utility sink.
piso detro de un lavabo
o fregador.

Collect waste oil
and store for recycling.

Junte el desperdicio de
aceite y guardelo para
que sea reciclado.

RIGHT WAY WRONG WAY
California R estaurant A ssociation and the City of S anta A na For more information (para mas informacion llame a) (714)647-3320

City Council
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10/21/2025

RECYCLABLE GREASE (YELLOW GREASE)

PICKUP / DISPOSAL LOG
DATE PICKED UP BY WHOM SERVICE COMMENTS (volume collected, etc.) FACILITY NAME:

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TYPE OF SERVICE SERVICE COMMENTS
(rodding, jetting, repair, etc.) (problems, observations, etc.)

LATERAL SEWER LINE

MAINTENANCE LOG

DATE SERVICED BY WHOM
FACILITY NAME: LOCATION:

City Council
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10/21/2025

Disposal
Site
(if known)

SERVICE COMMENTS
(volume pumped,
problems, etc.)
FACILITY NAME: LOCATION:

GREASE TRAP / INTERCEPTOR

MAINTENANCE LOG

DATE SERVICED BY WHOM

TYPE OF SERVICE
(pumping/hauling,
repair, etc.)
Volume
Pumped

City Council
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10/21/2025

Date Date Date Date

EMPLOYEE BMP TRAINING LOG

EMPLOYEE NAME INITIAL TRAINING DATE REFRESHER TRAINING
FACILITY NAME: LOCATION:

City Council
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456
10/21/2025

Public Works Agency
www.santa-ana.org/pw
Item # 8
City of Santa Ana
20 Civic Center Plaza, Santa Ana, CA 92701
Staff Report
October 21, 2025
TOPIC: Certification of Final Tract Map 2023-05, County Tract Map No. 19282

AGENDA TITLE
Receive and File Certification of Approval by City Engineer of the Final Tract Map No. 2023-05, County Tract Map No. 19282 at 1921 W. Washington Avenue (Applicant:

Habitat for Humanity of Orange County, Inc., a California Nonprofit Religious Corporation)

RECOMMENDED ACTION
Receive and file the certification of approval by City Engineer of the Final Tract Map 2023- 05, County Tract Map No. 19282 at 1921 W. Washington Avenue.

GOVERNMENT CODE §84308 APPLIES: No

DISCUSSION
In California, the regulation and control of land subdivisions are governed by the Subdivision Map Act, which delegates authority to local legislative bodies. Within the City of Santa Ana, subdivision regulations and procedures are codified in Chapters 34 and 41 of the Santa Ana Municipal Code (SAMC).

Per SAMC Chapter 41, applicants must first submit a Tentative Tract Map for staff review to ensure compliance with applicable standards and regulations. Once staff determines the map meets all requirements, it is presented to the Planning Commission for approval, as vested under SAMC Section 34-127. Following Planning Commission action, staff notifies the City Council of the decision on the next business day.

Applicants have ten (10) days to appeal a Planning Commission decision to the City Council.

Following Planning Commission approval, and pursuant to SAMC Chapter 34, the applicant must prepare and submit a Final Map for review by the City Engineer. The City Engineer ensures the final map is in substantial conformance with the approved tentative map and that all requirements of the Subdivision Map Act and SAMC have been satisfied. If the map meets all criteria, the City Engineer notifies the City Council that the final map is under review and subject to approval or disapproval, as required by SAMC Section 34-183.

City Council
8 –
1 10/21/2025

Certification of Final Tract Map 2023-05, County Tract Map No. 19282 October 21, 2025

Page 2 ends

5 3
8 5
On June 10, 2024, the Planning Commission approved Tentative Tract Map No. 2023- 05 for the property located at 1921 W. Washington Avenue, authorizing subdivision of the site into six (6) residential condominium units (Exhibit 1). The project includes three (3) duplex buildings, 15 onsite parking spaces, and will provide affordable, for-sale housing for lower-income households. Construction of the project is nearing completion, and the applicant has submitted the final map for City Engineer approval.

This report serves as formal notification to the City Council that the Final Tract Map No. 2023-05 (County Tract Map No. 19282) is under final review by the City Engineer for technical accuracy and compliance with all applicable conditions of approval. Pursuant to SAMC Section 34-183, the City Engineer will approve or disapprove the final map within ten (10) days following the City Council meeting on October 21, 2025.

ENVIRONMENTAL IMPACT
There is no environmental impact associated with the action. A Statutory Exemption Environmental Review (No. 2023-044) was previously filed for the project in connection with the Tentative Tract Map and associated construction. This prior review satisfies the requirements of the California Environmental Quality Act (CEQA) for this action.

FISCAL IMPACT
There is no fiscal impact associated with this action.

EXHIBIT(S)

1. Exhibit 1 – Tentative Tract Map

2. Exhibit 2 – Final Tract Map
Submitted By: Rodolfo Rosas, P.E., Acting Executive Director – Public Works Agency Approved By: Alvaro Nuñez, City Manager

City Council
8 –
2 10/21/2025

EXHIBIT 1

City Council
8 –
3 10/21/2025

EXHIBIT 1

City Council
8 –
4 10/21/2025

SHEET 1 OF 2 SHEETS
SURVEYOR'S STATEMENT:

THIS MAP WAS PREPARED BY ME OR UNDER MY DIRECTION AND IS BASED UPON A FIELD SURVEY IN

CONFORMANCE WITH THE REQUIREMENTS OF THE SUBDIVISION MAP ACT AND LOCAL ORDINANCE AT THE REQUEST OF HABITAT FOR HUMANITY OF ORANGE COUNTY, INC., A CALIFORNIA NONPROFIT RELIGIOUS CORPORATION, IN JUNE, 2022 AND JULY 2024. I HEREBY STATE THAT ALL MONUMENTS ARE

OF THE CHARACTER AND OCCUPY THE POSITIONS INDICATED, OR THAT THEY WILL BE SET IN SUCH POSITIONS WITHIN ONE YEAR AFTER THE FILING OF THIS MAP; AND THAT SAID MONUMENTS ARE SUFFICIENT TO ENABLE THE SURVEY TO BE RETRACED. I HEREBY STATE THAT THIS FINAL MAP SUBSTANTIALLY CONFORMS TO THE CONDITIONALLY APPROVED TENTATIVE MAP. ___________________________________________
MAXIMILIAN LEBL, PLS 9323 DATE
EXPIRES 03-31-2025
BEING A SUBDIVISION OF A PORTION OF LOT 4 IN BLOCK A OF TRACT NO. 451, IN THE CITY OF SANTA ANA, AS PER MAP FILED IN BOOK 16, PAGE 41 OF MISCELLANEOUS MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF SAID ORANGE COUNTY.

ALL OF TENTATIVE TRACT NO. 19282
NUMBERED LOTS: 1
TOTAL LOTS: 1
AREA = 15,978 S.F. / 0.367 AC.

MAXIMILIAN LEBL, PLS 9323 DATE OF SURVEY: JUNE, 2022 & JULY 2024 OWNERSHIP CERTIFICATE:

WE, THE UNDERSIGNED, BEING ALL PARTIES HAVING ANY RECORD TITLE INTEREST IN THE LAND

COVERED BY THIS MAP, DO HEREBY CONSENT TO THE PREPARATION AND RECORDATION OF SAID MAP, AS SHOWN WITHIN THE DISTINCTIVE BORDER LINE.

HABITAT FOR HUMANITY OF ORANGE COUNTY, INC., A CALIFORNIA NONPROFIT RELIGIOUS CORPORATION BY: _____________________________________
NAME: ___________________________________
TITLE: ___________________________________

CITY ENGINEER'S STATEMENT:

I HEREBY STATE THAT I HAVE EXAMINED THIS MAP AND HAVE FOUND IT TO BE SUBSTANTIALLY IN

CONFORMANCE WITH THE TENTATIVE MAP, AS FILED WITH, AMENDED AND APPROVED BY THE CITY PLANNING COMMISSION; THAT ALL PROVISIONS OF THE SUBDIVISION MAP ACT AND CITY SUBDIVISION REGULATIONS HAVE BEEN COMPLIED WITH.

DATED THIS _____ DAY OF ____________________, 20_____.
___________________________________________
RODOLFO ROSAS R.C.E. 73963

CITY ENGINEER OF THE CITY OF SANTA ANA
CITY CLERK'S CERTIFICATE:

STATE OF CALIFORNIA )

COUNTY OF ORANGE ) SS

CITY OF SANTA ANA )
I HEREBY CERTIFY THAT ON THE _____ DAY OF ____________________, 20 _____, THE CITY ENGINEER ON BEHALF OF THE CITY COUNCIL PURSUANT TO SECTION 34-183 OF THE SANTA ANA MUNICIPAL CODE, APPROVED SAID MAP.

AND DID ALSO APPROVE SUBJECT MAP PURSUANT TO THE PROVISIONS OF SECTION 66436(a)(3)(A) OF THE SUBDIVISION MAP ACT.

DATED THIS _____ DAY OF ____________________, 20_____.
________________________________________________
JENNIFER L. HALL

CITY CLERK OF THE CITY OF SANTA ANA
SIGNATURE OMISSIONS:

PURSUANT TO THE PROVISIONS OF SECTION 66436(a)(3)(A) OF THE SUBDIVISION MAP ACT, THE FOLLOWING SIGNATURES HAVE BEEN OMITTED:

1. SOUTHERN CALIFORNIA EDISON COMPANY HOLDER OF AN EASEMENT FOR ELECTRIC LINES, RECORDED NOVEMBER 13, 1953 IN BOOK 2613, PAGE 185, O.R.

ACCEPTED AND FILED AT THE REQUEST OF

FIRST AMERICAN TITLE COMPANY
DATE:_________________________________
TIME:__________________________________
INSTRUMENT No.:_______________________
BOOK:_________ PAGE:__________

HUGH NGUYEN

COUNTY CLERKS RECORDER
BY____________________________________
DEPUTY
COUNTY TREASURER - TAX COLLECTOR'S CERTIFICATE:

STATE OF CALIFORNIA)

COUNTY OF ORANGE ) SS

I HEREBY CERTIFY THAT ACCORDING TO THE RECORDS OF MY OFFICE, THERE ARE NO LIENS AGAINST

THE LAND COVERED BY THIS MAP OR ANY PART THEREOF FOR UNPAID STATE, COUNTY, MUNICIPAL OR

LOCAL TAXES OR SPECIAL ASSESSMENTS COLLECTED AS TAXES, EXCEPT TAXES OR SPECIAL ASSESSMENTS COLLECTED AS TAXES NOT YET PAYABLE.

AND DO CERTIFY TO THE RECORDER OF ORANGE COUNTY THAT THE PROVISIONS OF THE SUBDIVISION

MAP ACT HAVE BEEN COMPLIED WITH REGARDING DEPOSITS TO SECURE PAYMENT OF TAXES OR SPECIAL ASSESSMENTS COLLECTED AS TAXES ON THE LAND COVERED BY THIS MAP.

DATED THIS _____ DAY OF ____________________, 20_____.

SHARI L. FREIDENRICH BY:______________________________

COUNTY TREASURER - TAX COLLECTOR TREASURER - TAX COLLECTOR

COUNTY SURVEYOR'S STATEMENT

I HEREBY STATE THAT I HAVE EXAMINED THIS MAP AND HAVE FOUND THAT ALL MAPPING PROVISIONS

OF THE THE SUBDIVISION MAP ACT HAVE BEEN COMPLIED WITH AND I AM SATISFIED SAID MAP IS

TECHNICALLY CORRECT
DATED THIS _____ DAY OF ____________________, 20_____.
____________________________________________________
LILY M. N. SANDBERG, CHIEF DEPUTY COUNTY SURVEYOR
PLS 8402
TRACT NO. 19282

IN THE CITY OF SANTA ANA, COUNTY OF ORANGE, STATE OF CALIFORNIA 03/19/2025

NOTARY ACKNOWLEDGMENT

STATE OF CALIFORNIA )
) SS

COUNTY OF ORANGE )
ON _____________________, 20____, BEFORE ME, ________________________________ , NOTARY PUBLIC, PERSONALLY APPEARED __________________________________, WHO PROVED TO ME ON THE BASIS OF

SATISFACTORY EVIDENCE TO BE THE PERSON(S) WHOSE NAME(S) IS/ARE SUBSCRIBED TO THE WITHIN

INSTRUMENT AND ACKNOWLEDGED TO ME THAT HE/SHE/THEY EXECUTED THE SAME IN HIS/HER/THEIR

AUTHORIZED CAPACITY(IES), AND THAT BY HIS/HER/THEIR SIGNATURE(S) ON THE INSTRUMENT THE

PERSON(S), OR THE ENTITY UPON BEHALF OF WHICH THE PERSON(S) ACTED, EXECUTED THE INSTRUMENT.

I CERTIFY UNDER PENALTY OF PERJURY UNDER THE LAWS OF THE STATE OF CALIFORNIA THAT THE FOREGOING PARAGRAPH IS TRUE AND CORRECT.

WITNESS MY HAND
SIGNATURE: ___________________________________________________________ PRINT NAME: __________________________________________________________ MY COMMISSION EXPIRES ON ___________________________________________ MY COMMISSION NUMBER IS ____________________________________________ PRINCIPAL PLACE OF BUSINESS IS IN _____________________________ COUNTY

A NOTARY PUBLIC OR OTHER OFFICER COMPLETING THIS CERTIFICATE VERIFIES ONLY THE

IDENTITY OF THE INDIVIDUAL WHO SIGNED THE DOCUMENT TO WHICH THIS CERTIFICATE IS ATTACHED, AND NOT THE TRUTHFULNESS, ACCURACY, OR VALIDITY OF THAT DOCUMENT.

FOR CONDOMINIUM PURPOSES
BENEFICIARY:

NEIGHBORHOOD HOUSING SERVICES OF ORANGE COUNTY, INC. DBA NEIGHBORWORKS ORANGE

COUNTY, A CALIFORNIA NONPROFIT PUBLIC BENEFIT CORPORATION, BENEFICIARY UNDER DEED OF TRUST RECORDED MARCH 20, 2024 AS INSTRUMENT NO. 2024000062347, O.R.

BY: _____________________________________
NAME: HELEN O'SULLIVAN
TITLE: PRESIDENT AND CEO

NOTARY ACKNOWLEDGMENT

STATE OF CALIFORNIA )
) SS

SATISFACTORY EVIDENCE TO BE THE PERSON(S) WHOSE NAME(S) IS/ARE SUBSCRIBED TO THE WITHIN

INSTRUMENT AND ACKNOWLEDGED TO ME THAT HE/SHE/THEY EXECUTED THE SAME IN HIS/HER/THEIR

AUTHORIZED CAPACITY(IES), AND THAT BY HIS/HER/THEIR SIGNATURE(S) ON THE INSTRUMENT THE

PERSON(S), OR THE ENTITY UPON BEHALF OF WHICH THE PERSON(S) ACTED, EXECUTED THE INSTRUMENT.

I CERTIFY UNDER PENALTY OF PERJURY UNDER THE LAWS OF THE STATE OF CALIFORNIA THAT THE FOREGOING PARAGRAPH IS TRUE AND CORRECT.

A NOTARY PUBLIC OR OTHER OFFICER COMPLETING THIS CERTIFICATE VERIFIES ONLY THE

IDENTITY OF THE INDIVIDUAL WHO SIGNED THE DOCUMENT TO WHICH THIS CERTIFICATE IS ATTACHED, AND NOT THE TRUTHFULNESS, ACCURACY, OR VALIDITY OF THAT DOCUMENT.

EXHIBIT 2

City Council
8 –
5 10/21/2025

6 1
1 5
5'
LOT 1
15,978 SQFT
N89°15'03"W 1463.06' (1463.00' R2) (1463.21' R3) (1463.06' R4)

WASHINGTON AVENUE
N89°15'03"W 1065.65' (1064.44' R1)

79.87' 369.90'
630.95' (630.00' R1)

89.90' (90'R1)
N89°15'03"W 80.13'
8 8
10 ENGLISH STREET

TOWNSENDSTREET DAISYAVENUE
295.10' (295.05' R3) (295.02' R4)
229.68' (M&R1 / R4) (229.70' R2) (229.72' R3)
204.68' (M&R1)
1090.41' (1089.22' R1) (1090.34' R2) (1090.55' R3)
S'LY 5.00' CONVEYED TO THE CITYOF SANTA ANA PER DOCUMENTRECORDED FEBRUARY 25, 1983 ASINSTRUMENT NO. 83-84912, O.R. 8 L4L3
L2
25'
30'
25' 25' 25'

POINT 'A'
N00°55'20"E 891.38' (891.32' R4)
596.28' (596.30' R4)
N89°15'03"W 1092.62' (1091.19' R1)
321.62' (321.19' R1)
433.75' (433.76' R3) 630.87' (630.00' R1)
7' (M&DD1) 3' (M&DD1)
N01°25'54"E 204.69' (204.68' R1)
N01°25'54"E 199.69'
N01°29'41"E 199.70' (199.72' R3)N01°29'41"E 204.70' (204.68' R1) 801.35' (801.35' R2)
N89°15'03"W 79.91'
351.62' 431.45' (431.75' R3)
319.80' (319.44' R1)
90°10'23"
(90°14' R1)

65.42' (65.33' R3)
(65.34' R4)
25'
89°49'37"(89°46' R1)
EASTERLY LINE OF LOT 4,
BLOCK A, TRACT NO. 451.

WESTERLY LINE OF LOT 4,
BLOCK A, TRACT NO. 451.

NORTHERLY LINE OF LOT 4,
BLOCK A, TRACT NO. 451.

SOUTHERLY LINE OF LOT 3,
BLOCK A, TRACT NO. 451.
15TH STREET

MARTHA LANE
MARTHA
LANE
7 11 11
11 658.87' (658.93' R3)
30'25' 30'25'
T1
T2
T3
T4
SFNF

SFNFSFNFSFNF

SFNF SFNF
SFNF
11 SFNF
SFNF

SFNFSFNF
N89°15'03"W 1465.44' (1465.51' R3) (1465.56' R5)
204.68'

90.13' (90.00' R1) (90.13' R6)
81042.62' (1041.19' R1)
(1042.81' CF-R5)
(259.98' R4)
(260.06' R4) (260.00' R6)
(260.06' R4) (260.00' R6)
2 FAIRLAWNAVENUE
25'
289.06' (288.99' R2)
655.95'
T5 T6
SFNF
SFNF
540.74' (540.80' R1)
(260.00' R6)
3 N01°28'27"E 229.70' M & (R3) (229.68' R1)
11 11

RAITTSTREET
9 L5
L6
25'
25'
372.65' (372.66' R2 / R3)(289.16' R4)
N01°28'27"E 204.70' (204.68' R1)
89°16'30"
(M&R1)
90°43'30"
(M&R1/ R3) 11
372.82'
(FORMERLY

ARTESIA STREET)
4 COLLEGE AVENUE
(VACATED)
(372.56' R4)
T7 T8
N01°30'57"E 229.70' (229.68' R2) (229.68' R3) (229.59' R4) (M&R3 & R6)
90°46'00"(M&R3)
11 DATUM STATEMENT

COORDINATES SHOWN HEREON ARE BASED ON THE CALIFORNIA
COORDINATE SYSTEM (CCS83), ZONE 6, NAD 83, (2017.50 EPOCH GPS ADJUSTMENT).

ALL DISTANCES SHOWN HEREON ARE GROUND UNLESS OTHERWISE

NOTED, TO OBTAIN GRID DISTANCES MULTIPLY GROUND DISTANCES BY A PROJECT SPECIFIC VALUE OF 0.99998117.

EASEMENT NOTES

SOUTHERN CALIFORNIA EDISON COMPANY HOLDER OF AN

EASEMENT FOR ELECTRIC LINE PURPOSES, PER DOCUMENT
RECORDED NOVEMBER 13, 1953 IN BOOK 2613, PAGE 185, O.R.

BASIS OF BEARINGS

THE BEARINGS SHOWN HEREON ARE BASED ON THE BEARING BETWEEN O.C.S. HORIZONTAL CONTROL STATIONS GPS NO. 6019 AND STATION GPS NO. 6020 BEING A GRID BEARING OF NORTH 89°51'08" WEST PER RECORDS ON FILE IN THE OFFICE OF THE ORANGE COUNTY SURVEYOR.

REFERENCES
R1 - RECORD DATA PER TRACT NO. 451, M.M. 16/41
R2 - RECORD DATA PER TRACT NO. 10988, M.M. 474/21-22
R3 - RECORD DATA PER PARCEL MAP NO. 91-271, P.M.B. 275/12-13 R4 - RECORD DATA PER RS 2011-1081, R.S.B. 253/17-20
R5 - RECORD DATA PER PARCEL MAP NO. 80-891, P.M.B. 151/19-20 R6 - RECORD DATA PER TRACT NO. 1899, M.M. 55/41
DD1 - RECORD DATA PER DOC. REC. 12/29/2021 AS INST. NO. 2021000774484, O.R. 1 MONUMENT NOTES
FOUND LEAD, TACK & TAG, ILLEGIBLE. ACCEPTED AS LEAD, TACK & "CSA" TAG AT CENTERLINE INTERSECTION OF ENGLISH STREET AND WASHINGTON AVENUE PER CR 2011-1025, FLUSH.

FOUND 3" BRASS DISK, STAMPED "LS 5194" IN WELL MON PER CR 2009-1526, DN. 0.2. ACCEPTED AS CENTERLINE INTERSECTION OF FAIRLAWN STREET AND WASHINGTON AVENUE.

FOUND SPIKE & "CSA" TAG AT CENTERLINE INTERSECTION OF RAITT STREET AND WASHINGTON AVENUE PER CR 2011-3331, FLUSH.

FOUND LEAD, TACK & "CSA" TAG AT CENTERLINE INTERSECTION OF

COLLEGE AVENUE (VACATED) AND WASHINGTON AVENUE PER CR
2011-2354, FLUSH.

FOUND SPIKE & WASHER, STAMPED "LS 5411" PER CR 2011-1024, FLUSH.

FOUND SPIKE AND TAG, ILLEGIBLE. ACCEPTED AS SPIKE & TAG, STAMPED "RCE 30706" PER PMB 275/12-13, FLUSH. (POINT 'A' TIE TO PL) FOUND SPIKE & WASHER, STAMPED "LS 5411" PER CR 2011-1022, FLUSH.

SFNF, ESTABLISHED BY PRORATION PER R1.

SFNF, ESTABLISHED BY REC. ANGLE AND DISTANCE PER (R3)

FROM THE CENTERLINE INTERSECTION OF RAITT STREET AND
WASHINGTON AVENUE.

SFNF, ESTABLISHED BY REC. DISTANCE FROM ALONG THE CENTERLINE OF ENGLISH STREET PER (R1)

SFNF, ESTABLISHED BY INTERSECTION
SCALE: 1" = '
0 1208040
40 SHEET 2 OF 2 SHEETS
ALL OF TENTATIVE TRACT NO. 19282
NUMBERED LOTS: 1
TOTAL LOTS: 1
AREA = 15,978 S.F. / 0.367 AC.

GRID NORTH

GEODETIC NORTH
-0°54'14.70"CONVERGENCEAT POINT 'A'
N
LEGEND

RECORD DATA AS NOTED (SEE TABLE BELOW)( )

SEARCHED FOR NOT FOUNDSFNF

INDICATES FOUND MONUMENT AS NOTED
DOWNDN.

INDICATES MONUMENT TO BE SET AS NOTED BELOW:

SET 2" IRON PIPE, STAMPED "LS 9323", FLUSH TO BE SET OR LEAD, TACK W/BRASS DISC, STAMPED "LS 9323" TO BE SET IN ASPHALT.

SET 1" IRON PIPE, STAMPED "LS 9323", FLUSH TO BE SET OR LEAD, TACK W BRASS DISC, STAMPED "LS 9323" TO BE SET IN CONCRETE OR SPIKE W/WASHER, STAMPED "LS 9323" TO BE
SET IN ASPHALT.

SURVEYOR'S BOUNDARY NOTE
THE SURVEY RETRACES TRACT NO. 451 USING BEST AVAILABLE
METHODS. THE MONUMENTS AND REFERENCING CENTERLINES OF LOT "X" AND COLLEGE AVENUE WERE NOT RECOVERED. BOTH OF THE
STREETS ARE NO LONGER OPEN FOR PUBLIC STREET PURPOSES.

THIS SURVEY USES RECORD ANGLES AND DISTANCES PER PM 91-271, P.M.B. 275/12-13 AS BEST AVAILABLE EVIDENCE TO RE-ESTABLISH THE NORTH AND EAST LINE OF BLOCK "A".

A DILIGENT SEARCH WAS PERFORMED ALONG THE NORTH LINE OF THIS TRACT AND MONUMENTS WERE NOT RECOVERED.

THERE ARE NO CONFLICTS WITH EXISTING VISIBLE IMPROVEMENTS

AND THE EXTERIOR BOUNDARY LINE (DISTINCTIVE BORDER) OF THIS MAP AS ESTABLISHED HEREON.
2 3
4 6
5 7
8 9
1 CCS 83 DETAIL

NOT TO SCALE
N
S
EW
OCS GPS NO. 6019
FD 3 1/2" BRASS CAP W/CHISELED "+", DN. 1.7" IN
WELL MONUMENT PER RS 2011-108, R.S.B. 253/17-20.

N: 2224077.67
E: 6064751.98

FOUND OCS GPS CONTROL STATION MONUMENT PER
RECORDS ON FILE IN THE OFFICE OF THE O.C. SURVEYOR
N 89°51'08" W 3,552.16' GRID 3,552.22' GROUND
"BASIS OF BEARINGS"
L1
N64°47'00"E 3476.14' GPS TIE
N17°43'39"W 1354.85'

GPS TIE
6OCS GPS NO. 6020
FD 3 1/2" BRASS CAP W/CHISELED "+", DN. 1.7" IN
WELL MONUMENT PER RS 2011-108, R.S.B. 253/17-20.

N: 2224086.82
E: 6061199.83
1 2
2 1
10 LINE TABLE
L1 - N01°29'41"E 199.70'
L2 - N89°15'03"W 25.00'
L3 - N01°25'44"E 30.00'
L4 - N01°29'41"E 30.00'
L5 - N89°15'03"W 25.00'
L6 - N89°15'03"W 25.00'

HORIZONTAL CONTROL STATIONS
TRACT NO. 19282

IN THE CITY OF SANTA ANA, COUNTY OF ORANGE, STATE OF CALIFORNIA

FOR CONDOMINIUM PURPOSES
MAXIMILIAN LEBL, PLS 9323 DATE OF SURVEY: JUNE, 2022 & JULY 2024

LC LC LC

LCLCLCLC
LC
LC
LC
LC
LC
LCLC
LC
11 FOUND LEAD, TACK & "CSA" TAG ON TOP OF CURB.

CENTERLINE TIE
T1 - 35.29' (35.28' PER CR 2011-1022)
T2 - 35.53' (M&R PER CR 2011-1022)
T3 - 34.56' (34.61' PER CR 2011-1022)
T4 - 20.85' (20.82' PER CR 2011-1022)
T5 - 27.90' (27.89' PER CR 2009-1526)
T6 - 33.41' (33.34' PER CR 2009-1526)
T7 - 39.28' (39.23' PER CR 2011-2354)
T8 - 40.34' (40.27' PER CR 2011-2354)

CALCULATED FROM RECORDCF
1 SURVEYOR'S BOUNDARY NOTE
THE NORTH LINE OF TRACT NO. 451 WAS ESTABLISHED BY AN ANGLE-ANGLE INTERSECTION PER R1. A DILIGENT SEARCH WAS PERFORMED ALONG THE NORTH LINE OF THIS TRACT AND MONUMENTS WERE NOT RECOVERED. THE

PROCEDURE SHOWN HEREON RETRACES THE PROCEDURE PER PARCEL MAP NO. 91-271, P.M.B. 275/12-13. TRACT NO. 10988, M.M. 474/21-22 USES

SIMILAR METHOD OF AN ANGLE-ANGLE INTERSECTION ALONG THE NORTH LINE OF THE SENIOR TRACT AND COLLEGE AVENUE.

THERE IS A STRETCH IN THE BLOCK OF TRACT NO. 451 ALONG WASHINGTON AVENUE AND THE NORTH LINE OF THE TRACT. THE DISTANCES IN THESE AREAS ARE LONG IN COMPARISON TO THE TRACT NO. 451 DISTANCES. THIS

IS CORROBORATED BY THE DISTANCES SHOWN AND CALCULATED FROM TRACT 10988, PM 91-271 AND PM 80-891, P.M.B. 151/19-20.

LOT SUMMARY:

THIS MAP IS APPROVED FOR 6
RESIDENTIAL CONDOMINIUM UNITS.

NOTES:

COVENANTS, CONDITIONS, AND RESTRICTIONS ARE TO BE RECORDED

CONCURRENTLY WITH THIS MAP TO ADDRESS INGRESS-EGRESS, DRAINAGE,

PRIVATE UTILITIES, EMERGENCY VEHICULAR ACCESS, AND MAINTENANCE FOR THESE AND

OTHER INCIDENTAL PURPOSES INCLUDING LANDSCAPE AND PRIVATE DRIVEWAY MAINTENANCE BY HOMEOWNERS ASSOCIATION AND OWNERS OF ADJOINING LOTS.

EXHIBIT 2

City Council
8 –
6 10/21/2025

Parks, Recreation and Community Services
www.santa-ana.org/parks
Item # 9
City of Santa Ana
20 Civic Center Plaza, Santa Ana, CA 92701
Staff Report
October 21, 2025
TOPIC: Furniture, Installation, and Related Services

AGENDA TITLE
Purchase Order Contract to CN School and Office Solutions Inc. dba Culver-Newlin Inc. for Furniture, Installation, and Related Services (Specification No. 25-122) (General Fund & Non-General Fund)

RECOMMENDED ACTION
Award Purchase Order Contract to CN School and Office Solutions Inc. dba Culver- Newlin Inc. for Furniture, Installation, and Related Services for a term beginning October 7, 2025 and expiring June 30, 2026, in an amount not to exceed $238,715.

GOVERNMENT CODE §84308 APPLIES: No

DISCUSSION
The City of Santa Ana has constructed a new Community Center at Santa Anita Park.

Some of the Parks, Recreation, and Community Services Agency (PRCSA) staff that was operating out of Centennial Park will be moved to this location and to the Santa Ana Stadium. As a result, PRCSA is requesting a purchase order contract for furnishings of these two locations. The cost to furnish the portion of the Santa Anita Community Center occupied by PRCSA is $186,007 and the cost to furnish a re-purposed room at the Santa Ana Stadium is $52,708, for a total amount not to exceed $238,715.

Santa Ana Municipal Code, Section 2-807(d), authorizes the City to purchase against contracts from any public agency utilizing a competitive bid process. San Bernardino Superintendent of Schools, a government agency, awarded a contract to Culver-Newlin Inc., Contract No. 23/24-0005, as a result of open, competitive bidding.

Staff researched available procurement options and determined that Culver-Newlin Inc. meets the City’s specifications and can provide furniture, installation, and related services to be utilized by PRCSA. By leveraging the procurement power through piggybackable purchasing, the City of Santa Ana is able to obtain vetted, high quality products at competitive volume pricing, and is in accordance with the City’s existing Purchasing Guidelines.

City Council
9 –
1 10/21/2025

Furniture, Installation, and Related Services
October 21, 2025

Page 2 ends

5 3
3 4

ENVIRONMENTAL IMPACT
There is no environmental impact associated with the action.

FISCAL IMPACT
Funding consists of $55,000 included in the FY 2025–26 budget, and $183,715 that was budgeted and available in the FY 2024–25 accounts listed below. The $183,715 will be carried forward for use in FY 2025–26.

Current Budget
Fiscal
Year
Accounting Unit-
Account #
Fund
Description
Accounting Unit,
Account Description Amount
FY 25-26 01113230-66400 General
Fund
PRCSA-Recreation
and Community
Services, Machinery &
Equipment
$55,000
Sub-Total $55,000
Budget Available via Proposed Carry Forward to FY 25-26 Fiscal
Year
Accounting Unit-
Account #
Fund
Description
Accounting Unit,
Account Description
Amount
FY 25-26 01113230-66400 General
Fund
PRCSA-Recreation
and Community
Services, Machinery &
Equipment
$47,227
02213200-66400 Fees &
Donations
PRCSA-Fees &
Donations, Machinery
& Equipment
$136,488
Sub-Total $183,715
Total $238,715
Submitted By: Hawk Scott, Executive Director of Parks, Recreation, and Community Services Agency
Approved By: Alvaro Nuñez, City Manager

City Council
9 –
2 10/21/2025

Community Development Agency
www.santa-ana.org/community-development
Item # 10
City of Santa Ana
20 Civic Center Plaza, Santa Ana, CA 92701
Staff Report
October 21, 2025
TOPIC: Memorandum of Understanding between the cities of Santa Ana, Garden Grove, and Fountain Valley aimed at enhancing cultural tourism, and promoting job creation and small business development within the City’s Vietnamese business community

AGENDA TITLE
Memorandum of Understanding Between the Cities of Santa Ana, Garden Grove, and Fountain Valley to Formalize a Collaborative, Multi-Jurisdictional Effort Aimed at Enhancing Cultural Tourism, Supporting the Formation of a Vietnamese-Focused Business Improvement District Under Streets and Highways Code §§ 36500 et seq, and Promoting Job Creation and Small Business Development within the City’s Vietnamese Business Community

RECOMMENDED ACTION
Authorize the City Manager to execute a Memorandum of Understanding with the Cities of Garden Grove and Fountain Valley for the period of October 21, 2025 to June 30, 2031 (Agreement No. A-2025-XXX).

GOVERNMENT CODE §84308 APPLIES: No

DISCUSSION
In March 2025, the City of Santa Ana, in collaboration with the cities of Garden Grove and Fountain Valley (collectively referred to as the “Tri-Cities”), applied for a Regional Investment Initiative Catalysts (RIIC) grant. This grant opportunity is part of the California Jobs First (CJF) statewide initiative, administered by the Orange County Business Council. In May 2025, the Tri-Cities were awarded a grant for the study of a Little Saigon Business Improvement District and Destination Opportunity Assessment in the amount of $1,050,000 to support efforts to revitalize Little Saigon.

The City of Garden Grove will act as the lead agency and fiscal agent with oversight of the budget, reporting, and consultant procurement. Each city will designate project management staff and planners to ensure coordination and community engagement.

This partnership aims to establish multi-jurisdictional efforts to enhance cultural tourism, explore the potential formation of a business improvement district (BID) under Streets and Highways Code §§ 36500 et seq in the Tri-Cities’ respective Vietnamese business communities, and stimulate job growth and small business development across each city’s jurisdiction.

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MOU with Garden Grove and Fountain Valley for the Little Saigon Area October 21, 2025

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Each participating city will identify designated areas within their boundaries to represent their respective portions of the Little Saigon BID. These areas will be linked through a coordinated public transit route with planned stops in each city. The BID will incorporate streetscape improvements, landscaping, and urban design elements that reflect the cultural heritage and identity of Vietnamese-American communities, while also supporting local economic development.

Recently, two Requests for Proposals were released by the City of Garden Grove for a Marketing Assessment and a BID Formation. Contracts for both Requests for Proposals were executed by the lead agency, City of Garden Grove, at their September 9th City Council meeting.

By adopting this MOU, the City is committing to:
Staff time working with a consultant to analyze the feasibility of a tri-City BID. Staff time working with a consultant to provide data on the City’s Little Saigon BID area for the development of an economic market assessment. This assessment will include:

1. Cultural Visitor Profile,

2. Tourism Infrastructure Inventory,

3. Comparative Analysis,

4. Economic Opportunity Forecast,

5. Stakeholder Engagement, and

6. Digital and Marketing Assessment.

In addition, Consultant will prepare recommendations based on the outputs of the Destination Marketing Assessment for the tri-city Little Saigon BID area.

The BID consultant will be reaching out to Little Saigon property owners to determine if there is a desire to form a BID. Staff will report the results to the City Manager’s Office for a determination to be made regarding whether to pursue the formation of a BID that would be run by one (1) management association. The BID would be funded from mandatory fees assessed to property owners in the BID. If pursued, this would require a separate City Council action, anticipated for consideration next year. Staff estimates that the creation of a BID could generate approximately 10 hours of staff time per month to provide input and review of activities by the BID management association.

The second deliverable will be an economic market assessment for the Little Saigon business area. This assessment will equip the City of Santa Ana with data-driven insights into local market conditions, consumer demand, and economic gaps, helping identify the types of businesses most likely to succeed in the area. It highlights the Little Saigon business area’s unique cultural and economic strengths, informs targeted business recruitment, and supports strategic planning for infrastructure and policy improvements.

The assessment will also provide a strong foundation for attracting investment by offering credible data to developers and stakeholders, while aligning business attraction efforts with community needs and long-term economic goals.

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2 10/21/2025

MOU with Garden Grove and Fountain Valley for the Little Saigon Area October 21, 2025

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Upon expenditure of the grant funds, there is no obligation for the City to allocate additional funding toward this project. The completed economic market assessment will serve as a resource for the Community Development Agency’s Economic Development staff to support future business attraction efforts.

Background of Little Saigon:

Little Saigon, founded in Santa Ana by Vietnamese refugees after the Vietnam War, has grown the largest Vietnamese community outside Vietnam, spanning Westminster, Garden Grove, and Fountain Valley. Centered on Bolsa Avenue, it is known for its vibrant markets, cuisine, festivals, and media, and has served as both an economic hub and a symbol of resilience and identity for Vietnamese Americans over the past 50 years.

As a cultural tourism destination, Little Saigon offers authentic experiences through heritage tours, culinary adventures, and festivals such as Mid-Autumn, Tet Lunar New Year, and Viet Film Fest. With strategic investment in infrastructure, signage, marketing, and partnerships, it can attract visitors from across California and beyond.

This initiative will revitalize key areas across Santa Ana, Fountain Valley and Garden Grove, with Vietnamese American–inspired design and enhanced public spaces, driving job creation, business growth, and cultural vitality while strengthening the regional economy.

FISCAL IMPACT
There is no fiscal impact associated with this action.

EXHIBIT(S)

1. MOU with cities of Garden Grove and Fountain Valley
Submitted By: Michael L. Garcia, Executive Director - Community Development Agency Approved By: Alvaro Nuñez, City Manager

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Community Development Agency
www.santa-ana.org/cd
Item # 11
City of Santa Ana
20 Civic Center Plaza, Santa Ana, CA 92701
Staff Report
October 21, 2025
TOPIC: Agreement to Sponsor the DTSA First Saturday ArtWalk Organized by The Frida Cinema

AGENDA TITLE
Agreement to Sponsor the DTSA First Saturday ArtWalk Organized by The Frida Cinema

RECOMMENDED ACTION
Authorize the City Manager to execute an Agreement to sponsor the DTSA First Saturday ArtWalk organized by The Frida Cinema for a one-year term with two, one- year optional renewals beginning November 1, 2025 and ending October 31, 2028, in a total aggregate amount not to exceed $450,000 (Agreement No. A-2025-XXX).

GOVERNMENT CODE §84308 APPLIES: Yes

DISCUSSION
The DTSA First Saturday ArtWalk (ArtWalk) is a monthly event for all-ages that takes place on the first Saturday of each month in Downtown Santa Ana. This event has been independently organized by The Frida Cinema since January 2023. It is free to the public and features local artists, more than 20 art galleries, live performances, food vendors, and family-friendly activities.

The ArtWalk has played a significant role revitalizing Downtown Santa Ana by:
Stimulating economic growth through increased foot traffic and support for local businesses, hiring local vendors, and compensating artists. To date, $56,482 has been paid directly to 186 local artists and musicians.
Strengthening Santa Ana’s cultural identity by showcasing diverse local creators alongside established artists from outside the City, encouraging cultural exchange, and expanding the event footprint.
Revitalizing the urban core by activating historic buildings, supporting the opening of new galleries, and fostering creative spaces that enhance downtown vibrancy.

According to the 2023 Santa Ana Visitor Analysis conducted by Travel Santa Ana and research company Zartico, the ArtWalk ranked as the second most-visited destination in the City of Santa Ana (City), second only to Santa Ana College, and ahead of the Santa Ana Zoo and Mainplace Mall.

City Council
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1 10/21/2025

Agreement to Sponsor the DTSA First Saturday ArtWalk Organized by The Frida Cinema October 21, 2025

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At the May 15, 2025 Special City Council meeting, staff presented a proposal for a recurring allocation of $150,000 to support the Art Walk event. The City Council subsequently approved this allocation on June 3, 2025, as part of the annual budget adoption process. The proposed agreement establishes a one-year term with two optional one-year renewals at the City’s discretion. This structure provides flexibility to evaluate program outcomes and reassess funding priorities in anticipation of the partial sunsetting of Measure X. To sustain and expand the positive impact of the ArtWalk, City staff released a Request for Proposals (RFP) on July 7, 2025 through the PlanetBid portal to solicit qualified proposals for groups that the City could sponsor that would have the responsibility to independently organize a monthly ArtWalk program. The solicitation closed on July 28, 2025. A total of 709 vendors were notified, and the City received one (1) proposal, submitted by The Frida Cinema.

The Arts and Culture Commission reviewed the proposal using an established rubric that evaluated:
Capacity and Organizational Experience
Artistic Vision and Alignment
Marketing and Outreach Strategy
Services and Work Samples
Budget and Financial Readiness
The Frida Cinema’s proposal earned a score of 95.67 out of 100.

The Frida Cinema will organize the ArtWalk as follows:
Robust marketing (website administration, social media, banners, brochures, and posters),
Coordination with vendors,
Creation of venue spaces (stages, sound equipment) throughout Downtown Santa Ana that feature family-friendly engagement activities, Compensation to artists and musicians for live music, dancing, Provision of materials for live art work,
Submission of street/parking space closure applications, Submission of all required permits and facilities fees with the City, and Work to identify and apply for funding to expand ArtWalk.

It is recommended that the City Council approve a one-year agreement with two, one- year optional renewals with The Frida Cinema. This investment will enable the ArtWalk to:
Maintain extended event hours to increase economic activity and cultural engagement,
Expand programming to include additional art forms, immersive experiences, and increase artist compensation,
Fund public art installations that enhance the downtown environment, Establish artist residency programs to attract and retain local talent, and

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Agreement to Sponsor the DTSA First Saturday ArtWalk Organized by The Frida Cinema October 21, 2025

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Strengthen collaborations with local galleries, artists, and cultural institutions while creating opportunities for emerging creators and nonprofit partners.

The funding will be disbursed in monthly installments. In the event that the ArtWalk ceases its operations prior to the conclusion of the term, the City will retain any unused funding. It is important to clarify that this agreement does not grant the City any authority to manage, program, or provide guidance on ArtWalk activities. Full responsibility for event planning, coordination, and execution will remain with The Frida Cinema.

Founded in February 2014, The Frida Cinema is Downtown Santa Ana’s sole nonprofit movie theater and one of the few remaining art-house cinemas in Southern California.

Recognized for its mission to enrich, connect, and educate communities through cinema, The Frida has received accolades for its year-round film festival programming and strong partnerships with educational, arts, and nonprofit organizations. Beyond film screenings, The Frida produces and supports a wide range of cultural programming, including outdoor drive-in screenings, and free movies in local parks.

FISCAL IMPACT
Funds are available in FY 2025-26 budget under General Fund Contract Services- Professional account (No. 01118810-62300). Subsequent funding will be included in the proposed budgets for the City Council consideration.

Fiscal Year Accounting
Unit-Account
Fund
Description
Accounting Unit,
Account Description Amount
FY 2025-26
(Nov-Jun)
01118810-
62300 General Fund
Economic Development
– Contract Services-
Professional
$100,000
FY 2026-27 01118810-
62300 General Fund
Economic Development
– Contract Services-
Professional
$150,000
FY 2027-28
July 2027-
Oct 2028
01118810-
62300 General Fund
Economic Development
– Contract Services-
Professional
$200,000
Total $450,000

EXHIBIT(S)

1. Sponsorship Agreement

2. DTSA First Saturday ArtWalk Proposal
Submitted By: Michael L. Garcia, Executive Director, Community Development Agency Approved By: Alvaro Nuñez, City Manager

City Council
11 –
3 10/21/2025

EXHIBIT 1

AGREEMENT BETWEEN THE FRIDA CINEMA AND CITY OF SANTA ANA FOR

SPONSORSHIP OF THE DOWNTOWN SANTA ANA ART WALK
THIS AGREEMENT is made and entered into on this 21st day of October, 2025 by and between The Frida Cinema, a California nonprofit public benefit corporation ("Consultant"), and the City of Santa Ana, a charter city and municipal corporation organized and existing under the Constitution and laws of the State of California ("City").

RECITALS
A. On July 7, 2025, the City issued a Request for Proposal No. 25-093 ("RFP"), by which it offered sponsorship support to qualified organizations as part of a monthly Downtown Santa Ana Art Walk. The Art Walk includes activities for multiple art galleries, performance spaces, and public areas such as live music, exhibitions, pop-up markets, and interactive art experiences.

B. Consultant submitted a responsive proposal that was selected by the City. Consultant represents that it is able and willing to provide services described in the scope of work that was included in the RFP. The RFP is referenced herein as if incorporated in full.

C. In undertaking the performance of this Agreement, Consultant represents that it is knowledgeable in its field and that any services performed by Consultant under this Agreement will be performed in compliance with such standards as may reasonably be expected from a professional
consulting firm in the field.

NOW THEREFORE, in consideration of the mutual and respective promises, and subject to the terms and conditions hereinafter set forth, the parties agree as follows:

1. SCOPE OF SERVICES
Consultant shall perform during the term of this Agreement, the tasks and obligations including all labor, materials, tools, equipment, and incidental customary work required to fully and adequately complete the services described and set forth in Scope of Services - Exhibit A, attached hereto and incorporated by reference.

2. COMPENSATION
a. City agrees to pay, and Consultant agrees to accept as total payment for its services for City, the rates and charges identified in Compensation - Exhibit B. The amount to be expended shall not exceed $150,000 per year, and the total amount to be expended during the entire term of this Agreement, including all extensions, shall not exceed $450,000. Consultant will be paid in twelve equal monthly installments in the amount of $12,500 on the 5th day of each month, after full execution of the Agreement, as follows for the first year of the Agreement: November 5, 2025, December 5, 2025, January 5, 2025, February 5, 2026, March 5, 2026, April 5, 2026, May 5, 2026, June 5, 2026, July 5, 2026, August 5, 2026, September 5, 2025, and October 5, 2026. A similar
pay schedule will follow with any optional extensions.

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b. In executing this Agreement and receiving the funds, Consultant agrees to use the funds only for the purpose described and subject to the terms and conditions provided for in this Agreement. Should Consultant fail to use the funds for such purpose, or otherwise comply fully with the terms of this Agreement, City shall have the right to terminate this Agreement, pursuant to Section 15 below, and demand the return of any misused funds.
c. Payment by City shall be made within forty-five (45) days following receipt of proper invoice evidencing work performed, subject to City accounting procedures. City and Consultant agree that all payments due and owing under this Agreement shall be made through Automated Clearing House (ACH) transfers. Consultant agrees to execute the City's standard ACH Vendor Payment Authorization and provide required documentation. Upon verification of the data provided, the City will be authorized to deposit payments directly into Consultant's account(s) with financial institutions.

Payment need not be made for work which fails to meet the standards of performance set forth in the Recitals which may reasonably be expected by City.

3. TERM
This Agreement shall commence on the date first written above for a one (1) year term with the option for the City to grant up to two 1-year renewals, exercisable by a writing by the City Manager and the City Attorney, unless terminated earlier in accordance with Section 15, below.

4. INDEPENDENT CONTRACTOR
Consultant shall, during the entire term of this Agreement, be construed to be an independent Consultant and not an employee of the City. This Agreement is not intended nor shall it
be construed to create an employer-employee relationship, a joint venture relationship, or to allow the City to exercise discretion or control over the professional manner in which Consultant performs the services which are the subject matter of this Agreement; however, the services to be provided by Consultant shall be provided in a manner consistent with all applicable standards and regulations governing such services. Consultant shall pay all salaries and wages, employer's social security taxes, unemployment insurance and similar taxes relating to employees and shall be responsible for all applicable withholding taxes.

5. OWNERSHIP OF MATERIALS
This Agreement creates a non-exclusive and perpetual license for City to copy, use, modify,
reuse, or sublicense any and all copyrights, designs, and other intellectual property embodied in plans, specifications, studies, drawings, estimates, and other documents or works of authorship fixed in any tangible medium of expression, including but not limited to, physical drawings or data magnetically or otherwise recorded on computer diskettes, which are prepared or caused to be prepared by Consultant under this Agreement ("Documents & Data"). Consultant shall require all subcontractors to agree in writing that City is granted a non-exclusive and

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Human Resources
www.santa-ana.org/hr
Item # 12
City of Santa Ana
20 Civic Center Plaza, Santa Ana, CA 92701
Staff Report
October 21, 2025
TOPIC: Occupational Medical Services

AGENDA TITLE
Agreement with William H. Nuesse, M.D. and Mary-Ann Nuesse, D.O., a California Medical Corporation, dba Sunrise Multispecialist Medical Center for Occupational Medical Services (Specification No. 25-065) (Non-General Fund)

RECOMMENDED ACTION
Authorize the City Manager to execute an agreement with William H. Nuesse, M.D. and Mary-Ann Nuesse, D.O., a California Medical Corporation, dba Sunrise Multispecialist Medical Center to provide occupational medical services in an amount not to exceed $200,000, for a term beginning January 1, 2026 and expiring December 31, 2028, with provisions for two (2), one (1) year extensions. (Agreement No. A-2025-XXX) GOVERNMENT CODE §84308 APPLIES: Yes

DISCUSSION
The Human Resources Department is seeking a consultant to provide medical services, such as organizing, scheduling, managing, and/or evaluating a comprehensive range of medical services and examinations. These services are necessary to assist in determining if a prospective or current City employee is suitable for employment.

Request for Proposals (RFP) No. 25-065 was issued on April 17, 2025 on the City’s online bid management and publication system. A summary of vendor participation and results is as follows:
90 Vendors notified
3 Santa Ana vendors notified
20 Vendors downloaded the RFP packet
5 Proposals received
1 Proposal received from Santa Ana vendor

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12 –
1 10/21/2025

Occupational Medical Services
October 21, 2025

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Proposals were solicited, opened on May 6, 2025, and evaluated. Five proposals were submitted by the RFP deadline and all were determined to be responsive to the specifications and met the City’s requirements. An evaluation committee reviewed and rated the proposals according to the criteria listed in the RFP. The results of the evaluation are as follows:

Proposer Location Rank Score
Sunrise Medical Orange 1 91.8
Kaiser Permanente On-The-Job Los Angeles 2 87.4
Akeso Occupational Health Irvine 3 84.6
Edinger Urgent Care Santa Ana 4 77.6
Proactive Work Health Garden Grove 5 63.4
Based on the evaluations, Sunrise Multispecialist Medical Center’s responsiveness to the RFP and their pricing scores set them apart from the other proposers. Staff recommends awarding an agreement to the highest-ranked firm, Sunrise Multispecialist Medical Center (Exhibit 1). Sunrise Multispecialist Medical Center specializes in occupational medical services including pre-employment and work-related injuries. For over 30 years, Sunrise Multispecialist Medical Center has provided their knowledge and services to numerous public and private agencies. The City currently utilizes Sunrise Multispecialist Medical Center for the City’s non-industrial medical services and the consultant continues to exceed the City’s and industry’s standards. Due to their specialized knowledge and exceptional service, staff recommends approving an agreement with Sunrise Multispecialist Medical Center to continue providing Occupational Medical Services.

ENVIRONMENTAL IMPACT
There is no environmental impact associated with this action.

FISCAL IMPACT
Funding is available in the current FY 2025-26 budget and funding for subsequent fiscal years will be included in the proposed budget for City Council consideration.

Fiscal
Year
Account
Unit -
Account #
Fund Description Accounting Unit,
Account Description
Amount
FY 25-26 08209052-
62300
Workers
Compensation
Fund
Safety Program-
Contract Services-
Professional
$6,667
08009052-
62300
Liability & Property
Ins Fund
Safety Program-
Contract Services-
Professional
$6,667

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2 10/21/2025

Occupational Medical Services
October 21, 2025

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08009051-
62300
Liability & Property
Ins Fund
Liability & Property
Ins Fund- Contract
Services-Professional
$6,666
FY 26-27 08209052-
62300
Workers
Compensation
Fund
Safety Program-
Contract Services-
Professional
$13,333
08009052-
62300
Liability & Property
Ins Fund
Safety Program-
Contract Services-
Professional
$13,333
08009051-
62300
Liability & Property
Ins Fund
Liability & Property
Ins Fund- Contract
Services-Professional
$13,334
FY 27-28 08209052-
62300
Workers
Compensation
Fund
Safety Program-
Contract Services-
Professional
$13,334
08009052-
62300
Liability & Property
Ins Fund
Safety Program-
Contract Services-
Professional
$13,333
08009051-
62300
Liability & Property
Ins Fund
Liability & Property
Ins Fund- Contract
Services-Professional
$13,333
FY 28-29 08209052-
62300
Workers
Compensation
Fund
Safety Program-
Contract Services-
Professional
$13,333
08009052-
62300
Liability & Property
Ins Fund
Safety Program-
Contract Services-
Professional
$13,334
08009051-
62300
Liability & Property
Ins Fund
Liability & Property
Ins Fund- Contract
Services-Professional
$13,333
FY 29-30 08209052-
62300
Workers
Compensation
Fund
Safety Program-
Contract Services-
Professional
$13,333
08009052-
62300
Liability & Property
Ins Fund
Safety Program-
Contract Services-
Professional
$13,333
08009051-
62300
Liability & Property
Ins Fund
Liability & Property
Ins Fund- Contract
Services-Professional
$13,334
FY 30-31 08209052-
62300
Workers
Compensation
Fund
Safety Program-
Contract Services-
Professional
$6,667

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Occupational Medical Services
October 21, 2025

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08009052-
62300
Liability & Property
Ins Fund
Safety Program-
Contract Services-
Professional
$6,666
08009051-
62300
Liability & Property
Ins Fund
Liability & Property
Ins Fund- Contract
Services-Professional
$6,667
Total $200,000

EXHIBIT(S)

1. Agreement with William H. Nuesse, M.D. and Mary-Ann Nuesse, D.O., a California Medical Corporation, dba Sunrise Multispecialist Medical Center Submitted By: Lori Schnaider, Executive Director of Human Resources Approved By: Alvaro Nuñez, City Manager

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4 10/21/2025

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CONSULTANT AGREEMENT WITH SUNRISE MULTISPECIALIST MEDICAL CENTER
THIS AGREEMENT is made and entered into on this 1st day of January, 2026 by and between William H. Nuesse, M.D. and Mary Ann Nuesse, D.O., a California Medical Corporation, doing business a s Sunrise Multispecialist Medical Center , (“Consultant”), and the City of Santa Ana, a charter city and municipal corporation organized and existing under the Constitution and laws of the State of California (“City”).

RECITALS
A. The City desires to retain a Consultant having special skill and knowledge in the field of occupational medical services including but not limited to: pre -employment assessments, pre-placement or pre -assignment testing for current employees being considered for Department of Transpo rtation (“DOT”) positions, fitness for duty examinations, DMV physical examinations, urine and breath specimen collection, laboratory analysis, Medical Review Officer responsibilities, and DOT mandated drug and alcohol testing.

B. Consultant represents that Consultant is able and willing to provide such services to the City.

NOW THEREFORE, in consideration of the mutual and respective promises, and subject to the terms and conditions hereinafter set forth, the parties agree as follows:

2. COMPENSATION
a. City agrees to pay, and Consultant agrees to accept as total payment for its services for City, the rates and charges identified in Compensation - Exhibit B. The total amount to be expended during the term of this Agreement shall not exceed two hundred thousand dollars and zero cents ($200,000.00).
b. Payment by City shall be made within forty-five (45) days following receipt of proper invoice evidencing work performed, subject to City accounting procedures. City and Consultant agree that all payments due and owing under this Agreement shall be made through Automated Clearing House (ACH) transfers. Consultant agrees to execute the

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City’s standard ACH Vendor Payment Authorization and provide required documentation. Upon verification of the data provided, the City will be authorized to deposit payments directly into Consultant’s account(s) with financial institutions .

Payment need not be made for work which fails to meet the standards of performance set forth in the Recitals which may reasonably be expected by City.

3. TERM
This Agreement shall commence on January 1, 2026 and end on December 31, 2028, with the option for the City to grant two (2), one (1) year extensions , exercisable by a writing by the City Manager and the City Attorney, unless terminated earli er in accordance with Section 1 5, below.

4. INDEPENDENT CONTRACTOR
Consultant shall, during the entire term of this Agreement, be construed to be an independent Consultant and not an employee of the City. This Agreement is not intended nor shall it be construed to create an employer -employee relationship, a joint venture relationship, or to allow the City to exercise discretion or control over the professional manner in which Consultant performs the services which are the subject matter of this Agreement; however, the services to be provided by Consultant shall be provided in a manner consistent with all applicable standards and regulations governing such services. Consultant shall pay all salaries and wages, employer's social security taxes, unemployment insurance and similar taxes relating to employees and shall be responsible for all applicable withholding taxes.

5. OWNERSHIP OF MATERIALS
This Agreement creates a non -exclusive and perpetual license for City to copy, use, modify, reuse, or sublicense any and all copyrights, designs, and other intellectual property embodied in plans, specifications, studies, drawi ngs, estimates, and other documents or works of authorship fixed in any tangible medium of expression, including but not limited to, physical drawings or data magnetically or otherwise recorded on computer diskettes, which are prepared or caused to be prep ared by Consultant under this Agreement (“Documents & Data”). Consultant shall require all subcontractors to agree in writing that City is granted a non -exclusive and perpetual license for any Documents & Data the sub contractor prepares under this Agreeme nt.

Consultant represents and warrants that Consultant has the legal right to license any and all Documents & Data. Consultant makes no such representation and warranty in regard to Documents & Data which were provided to Consultant by the City. City sh all not be limited in any way in its use of the Documents and Data at any time, provided that any such use not within the purposes intended by this Agreement shall be at City’s sole risk.

6. INSURANCE
Insurance requirements are attached hereto as Exhibit C.

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7. INDEMNIFICATION
Consultant agrees to defend, and shall indemnify and hold harmless the City, its officers, agents, employees, contractors, special counsel, and representatives from liability: (1) for personal injury, damages, just compensation, restitution, judicial or equitable relief arising out of claims for personal injury, including death, and claims for property damage, which may arise from the negligent operations of the Consultant, its subcontractors, agents, employees, or other persons acting on its behalf which relates to the services described in section 1 of this Agreement; and (2) from any claim that personal injury, damages, just compensation, restitution, judicial or equitable relief is due by reason of the terms of or effects arising fro m this Agreement. This indemnity and hold harmless agreement applies to all claims for damages, just compensation, restitution, judicial or equitable relief suffered, or alleged to have been suffered, by reason of the events referred to in this Section or by reason of the terms of, or effects, arising from this Agreement. The Consultant further agrees to indemnify, hold harmless, and pay all costs for the defense of the City, including fees and costs for special counsel to be selected by the City, regardin g any action by a third party challenging the validity of this Agreement, or asserting that personal injury, damages, just compensation, restitution, judicial or equitable relief due to personal or property rights arises by reason of the terms of, or effec ts arising from this Agreement. City may make all reasonable decisions with respect to its representation in any legal proceeding. Notwithstanding the foregoing, to the extent Consultant’s services are subject to Civil Code Section 2782.8, the above indemnity shall be limited, to the extent required by Civil Code Section 2782.8, to claims that arise out of, pertain to, or relate to the negligence, recklessness, or willful misconduct of the Consultant.

8. INTELLECTUAL PROPERTY INDEMNIFICATION
Consultant shall defend and indemnify the City, its officers, agents, representatives, and employees against any and all liability, including costs, for infringement of any United States’ letters patent, trademark, or copyright infringement, including costs, contained in the work product or documents provided by Consultant to the City pursuant to this Agreement.

9. RECORDS
Consultant shall keep records and invoices in connection with the work to be performed under this Agreement. Consultant shall maintain complete and ac curate records with respect to the costs incurred under this Agreement and any services, expenditures, and disbursements charged to the City for a minimum period of three (3) years, or for any longer period required by law, from the date of final payment t o Consultant under this Agreement. All such records and invoices shall be clearly identifiable. Consultant shall allow a representative of the City to examine, audit, and make transcripts or copies of such records and any other documents created pursuant to this Agreement during regular business hours. Consultant shall allow inspection of all work, data, documents, proceedings, and activities related to this Agreement for a period of three (3) years from the date of final payment to Consultant under this Agreement.

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10. CONFIDENTIALITY
If Consultant receives from the City information which due to the nature of such information is reasonably understood to be confidential and/or proprietary, Consultant agrees that it shall not use or disclose such informati on except in the performance of this Agreement, and further agrees to exercise the same degree of care it uses to protect its own information of like importance, but in no event less than reasonable care. “Confidential Information” shall include all nonpublic information. Confidential information includes not only written information, but also information transferred orally, visually, electronically, or by other means. Confidential information disclosed to either party by any subsidiary and/or agent of th e other party is covered by this Agreement. The foregoing obligations of non-use and nondisclosure shall not apply to any information that (a) has been disclosed in publicly available sources; (b) is, through no fault of the Consultant disclosed in a publicly available source; (c) is in rightful possession of the Consultant without an obligation of confidentiality; (d) is required to be disclosed by operation of law; or (e) is independently developed by the Consultant without reference to information discl osed by the City.

11. CONFLICT OF INTEREST CLAUSE
a. Consultant covenants that it presently has no interests and shall not have interests, direct or indirect, which would conflict in any manner with performance of services specified under this Agreement.
b. No im mediate family members of either the Mayor, City Council Member, or any appointed City Official, including appointed board and commission members, as defined under the City’s Municipal Code, whose position with the City shall award or influence the award o f this Agreement, or any competing contract or amendment thereof, shall be employed in any capacity by the Consultant or have any other direct or indirect financial benefit or interest in this Agreement. c. The section also prohibits the awarding of any agreement, contract, grant, or any amendment to those awards, to any former full -time employee for one-year from date of employee separation except for any CalPERS retiree as authorized by City Council resolution
d. The Consultant must comply with all confli ct of interest laws, ordinances, and regulations now in effect or hereafter to be enacted during the term of this Agreement.

The Consultant warrants that it is not now aware of any facts which conflict with the prohibitions defined above. If the Consultant hereafter becomes aware of any facts that might reasonably be expected to create a conflict of interest, it must immediately make full written disclosure of such facts to the City. Full written disclosure must include, but is not limited to, identification of all persons implicated and a complete description of all relevant circumstances. Failure to comply with the provisions of this paragraph will be a material breach of this Agreement.

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e. Consultant covenants that none of its directors, officers, employee s, or agents shall participate in selecting or administrating any subcontract supported (in whole or in part) by City funds stemming from the Agreement where the awarding of the subcontract has any direct or indirect financial benefit or interest to any individual, as defined in subsections (b) and (c) above.

12. NON-DISCRIMINATION
Consultant shall not discriminate because of race, color, creed, religion, sex, marital status, sexual orientation, gender identity, gender expression, gender, medical conditions , genetic information, or military and veteran status, age, national origin, ancestry, or disability, as defined and prohibited by applicable law, in the recruitment, selection, teaching, training, utilization, promotion, termination or other employment related activities or any services provided under this Agreement. Consultant affirms that it is an equal opportunity employer and shall comply with all applicable federal, state and local laws and regulations.

13. EXCLUSIVITY AND AMENDMENT
This Agreement repre sents the complete and exclusive statement between the City and Consultant, and supersedes any and all other agreements, oral or written, between the parties. In the event of a conflict between the terms of this Agreement and any attachments hereto, the terms of this Agreement shall prevail. This Agreement may not be modified except by written instrument signed by the City and by an authorized representative of Consultant. The parties agree that any terms or conditions of any purchase order or other inst rument that are inconsistent with, or in addition to, the terms and conditions hereof, shall not bind or obligate Consultant or the City. Each party to this Agreement acknowledges that no representations, inducements, promises or agreements, orally or otherwise, have been made by any party, or anyone acting on behalf of any party, which is not embodied herein.

14. ASSIGNMENT
Inasmuch as this Agreement is intended to secure the specialized services of Consultant, Consultant may not assign, transfer, delegate, or subcontract any interest herein without the prior written consent of the City and any such assignment, transfer, delegation or subcontract without the City's prior written consent shall be considered null and void. Nothing in this Agreement shall be construed to limit the City’s ability to have any of the services which are the subject to this Agreement performed by City personnel or by other Consultants retained by City.

15. TERMINATION
This Agreement may be terminated by the City upon thirty (30) days w ritten notice of termination. In such event, Consultant shall be entitled to receive and the City shall pay Consultant compensation for all services performed by Consultant prior to receipt of such notice of termination, subject to the following conditions:
a. As a condition of such payment, the Executive Director may require Consultant to deliver to the City all work product(s) completed as of such date, and in such case

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such work product shall be the property of the City unless prohibited by law, and Consultant consents to the City's use thereof for such purposes as the City deems appropriate.
b. Payment need not be made for work which fails to meet the standard of performance specified in the Recitals of this Agreement.

16. WAIVER
No waiver of breach, fai lure of any condition, or any right or remedy contained in or granted by the provisions of this Agreement shall be effective unless it is in writing and signed by the party waiving the breach, failure, right or remedy. No waiver of any breach, failure or right, or remedy shall be deemed a waiver of any other breach, failure, right or remedy, whether or not similar, nor shall any waiver constitute a continuing waiver unless the writing so specifies.

17. JURISDICTION - VENUE
This Agreement has been executed and delivered in the State of California and the validity, interpretation, performance, and enforcement of any of the clauses of this Agreement shall be determined and governed by the laws of the State of California. Both parties further agree that Orange County, California, shall be the venue for any action or proceeding that may be brought or arise out of, in connection with or by reason of this Agreement.

18. PROFESSIONAL LICENSES
Consultant shall, throughout the term of this Agreement, maintain all necess ary licenses, permits, approvals, waivers, and exemptions necessary for the provision of the services hereunder and required by the laws and regulations of the United States, the State of California, the City of Santa Ana and all other governmental agencies. Consultant shall notify the City immediately and in writing of its inability to obtain or maintain such permits, licenses, approvals, waivers, and exemptions. Said inability shall be cause for termination of this Agreement.

19. NOTICE
Any notice, tender, demand, delivery, or other communication pursuant to this Agreement shall be in writing and shall be deemed to be properly given if delivered in person or mailed by first class or certified mail, postage prepaid, or sent by fax or other telegraphic commu nication in the manner provided in this Section, to the following persons:

To City:

City Clerk
City of Santa Ana
20 Civic Center Plaza (M-30)
P.O. Box 1988
Santa Ana, CA 92702-1988
Fax: 714- 647-6956

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With courtesy copies to:

Executive Director , Human Re sources
Agency
City of Santa Ana
20 Civic Center Plaza (M-34)
P.O. Box 1988
Santa Ana, California 92702
To Consultant:

Sunrise Multispecialist Medical Center
Attention: William H. Nuesse, M.D., Medical Director or Mary Ann Nuesse, D.O., Project Manager
867 South Tustin Street
Orange, California 92866
Fax: 714-771-1420
A party may change its address by giving notice in writing to the other party. Thereafter, any communication shall be addressed and transmitted to the new address. If sent by mail, communication shall be effective or deemed to have been given three (3) days after it has been deposited in the United States mail, duly registered or certified, with postage prepaid, and addressed as set forth above. If sent by fax, communication shall be effective or deemed to have been given twenty-four (24) hours after the time set forth on the transmission report issued by the transmitting facsimile machine, addressed as set forth above. For purposes of calculating these time frames, weekends, federal, state, County or City holidays shall be excluded.

20. MISCELLANEOUS PROVISIONS
a. Each undersigned represents and warrants that its signature herein below has the power, authority and right to bind their respective parties to each of the terms of this Agreement , and shall indemnify City fully, including reasonable costs and attorney’s fees, for any injuries or damages to City in the event that such authority or power is not, in fact, held by the signatory or is withdrawn. b. All Exhibits referenced herein and attached hereto shall be incorporated as if fully set forth in the body of this Agreement.

IN WITNESS WHEREOF, the parties hereto have executed this Agreement the date and year first above written.

ATTEST: CITY OF SANTA ANA
Jennifer L. Hall Alvaro Nuñez
City Clerk City Manager

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APPROVED AS TO FORM:

SONIA R. CARVALHO CONSULTANT:

City Attorney
By:

Laura A. Rossini
Chief Assistant City Attorney
RECOMMENDED FOR APPROVAL:

Lori Schnaider
Executive Director
Human Resources Agency
William H. Nuesse
Medical Director
William H. Nuesse, M.D. (Oct 5, 2025 17:04:01 PDT)

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EXHIBIT A

SCOPE OF SERVICES

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CITY OF SANTA ANA
Co
nsultant shall perform services as set forth below.

I. GENERAL REQUIREMENTS
Co
nsultant shall be an independent contractor capable of providing experienced, knowledgeable, licensed and professional staff. Consultant shall be responsive and maintain excellent working relationships with City residents, businesses, government officials and City staff. Consultant shall provide adequate staffing levels at all times and adhere to established schedules.

Consultant shall comply with all federal, state and local laws, rules, regulations, ordinances, and statutes, including but not limited to the Americans with Disabilities Act (ADA), the Health Insurance Portability and Accountability Act (HIPAA), the Federal Motor Carrier Safety Administration (FMCSA) rules and regulations, the U.S. Department of Transportation (DOT) rules and regulations, and the California Public Records Act (Cal. Govt. Code Sections 6250 et seq.)
Upon award of the Agreement, City shall work with Consultant to develop effective implementation protocols to ensure Services commence on June 30, 2025.

II. DESCRIPTION AND SCOPE OF SERVICES
A
. The City of Santa Ana is issuing this RFP for a medical services; such program to include organizing, scheduling, managing, and/or evaluating a comprehensive range of medical services and examinations, including but not limited to:
i. For prospective and current City employees to perform the duties of the position for which they are being considered (pre-employment assessments), using pre-determined medical protocols for each job classification; such protocols may be modified by the physician, in consultation with the City's Executive Director of Human Resources, or his/her designee, as is necessary to make a determination as to suitability for employment; ii. For current City employees being considered for employment in Department of Transportation (DOT) and non-DOT positions requiring pre-placement or pre-assignment drug screens; iii. Fitness for Duty examinations (industrial and non-industrial), and provide reports and recommendations regarding the suitability of current employees to continue to perform their duties;
iv. Urine and breath specimen collection, laboratory analysis and Medical Review Officer (MRO) responsibilities;
v. Department of Motor Vehicles (DMV) Driver's License physical examinations; vi. DOT-mandated drug and alcohol testing of employees considered 'safety sensitive' as defined under DOT regulations and City policy. Consultant shall ensure all such testing complies with DOT testing procedures as per 49 CFR, Part 40; such testing to include pre-employment and pre-assignment

EXHIBIT I

SCOPE OF SERVICES
City of Santa Ana
RFP 25-065

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CITY OF SANTA ANA
B. Ci
ty shall be responsible for the organization, scheduling, and management of DOT and non-DOT "reasonable suspicion" drug and alcohol testing, and DOT "random" and "post-accident" drug and alcohol testing. Consultant shall evaluate or facilitate evaluation of the results of said testing, in accordance with the provisions of the Agreement and relevant laws and regulations.

C. Consultant shall ensure that clinics used for DOT-related drug and alcohol testing maintain a current valid contract with a Substance Abuse and Mental Health Services Administration (SAMSHA)- certified laboratory throughout the entire term of the awarded agreement, including any extension periods. Consultant shall ensure turn-around time from specimen collection to obtained test results shall be a maximum of three (3) working days for a negative test, and a maximum of five (5) working days for a positive test.

D. Depending on job classification, pre-employment and pre-assignment medical examination processes may include: job profile review; review of medical history; check vital signs; detailed vision exam, including check of near/far/peripheral vision, Ishihara 14 and primary color; audiogram (if classification has specific occupational noise exposure or critical hearing demands); chest x-ray; EKG or treadmill stress EKG; Spirometry; chem panel 20; CBC w/diff; dipstick UA, or UA w/Micro (to lab); venipuncture & collection.

E. Provide reports as requested by City Human Resources staff to include quarterly and annual summaries as required under the DOT.

F. Consultant shall maintain all books, documents, papers, accounting records, treatment records and other evidence pertaining to the fee paid under this Agreement in accordance with State and Federal laws, but for no less than three (3) years after date of final payment under the Agreement and make such materials available for purposes of litigation or audit by duly authorized agents of any governmental entity.

G. Consultant’s documents shall not be used, duplicated, or disclosed to any third party without written permission from the City, unless such disclosure is required by law.

H. Any Agreement changes which are mutually agreed upon by and between the parties shall be incorporated in written amendments to the Agreement.

I. If the circumstances on a particular hearing and/or court proceeding warrant the presence of a competent and knowledgeable representative of the Consultant, in the sole discretion of the City, City will request and contractor shall provide such representative, at no additional cost to City.

J. Maintain a network of qualified and trained medical providers and medical specialists for necessary exams.

K. Manage all bill review functions for the medical exams performed by clinics.

L. Individual medical exams, such as post exposure, fit for duty, or others, may include one or more of the following: audiogram, back X-ray, blood lead level ZZP, blood screens – 7 panel drug screen, blood chemistry profile (SMA 24 or equivalent), complete blood count (CBC w/diff), chest X-ray, DMV physicals, electrocardiogram, Hepatitis “A” blood screen, Hepatitis “B” blood screen, Hepatitis “B” booster, Hepatitis “B” titer, Hepatitis “B” vaccine, Hepatitis “A” vaccine, Hepatitis “C” blood screen, HIV blood screen, Pulmonary function test, Respirator Fit Test, Respirator Physical, Respirator City of Santa Ana
RFP 25-065

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CITY OF SANTA ANA
Questionnaire if PX is not required with clearance, TB test, Urinalysis with microscopy (UA w/micro), Urinalysis with dipstick (Dipstick UA).

City of Santa Ana
RFP 25-065

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EXHIBIT B

COMPENSATION

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EXHIBIT C

INSURANCE REQUIREMENTS

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Consultant shall procure and maintain for the duration of the agreement, the following insurance coverages:

MINIMUM SCOPE AND LIMIT OF INSURANCE

Consultant shall maintain limits of insurance coverage in the following minimum amounts and shall be at least as broad as:

• Commercial General Liability (CGL): Insurance Services Office Form CG 00 01 covering CGL on an “occurrence” basis, including products and comp leted operations, property damage, bodily injury and personal & advertising injury with limits no less than $2,000,000 per occurrence and $4,000,000 aggregate.
• Automobile Liability (AL): Insurance Services Office Form CA 00 01 covering Code 1 (any auto), with combined single limits of $1,000,000. In the event Consultant does not maintain commercial automobile liability insurance, City will accept evidence of personal automobile insurance with existing limits, which can be lower than $1,000,000. • Workers’ Compensation (WC): as required by the State of California, with statutory limits, and Employer’s Liability Insurance with limit of no less than $1,000,000 per accident, per employee, per po licy for bodily injury or disease. This requirement can be waived if Consultant has no employees.
• Professional Liability (PL): with limits no less than $2,000,000 per occurrence or claim, and $2,000,000 aggregate.

If Consultant maintains broader coverage and/or higher limits than the minimums shown above, City requires and shall be entitled to the broader coverage and/or the higher limits maintained by Consultant. Any available insurance proceeds in excess of the specified minimum limits of insurance and coverage shall be available to City.

Other Insurance Provisions
The insurance policies are to contain, or be endorsed to contain, the following provisions:

1. CGL and AL policies: City of Santa Ana, its City Council, its officers, officials, employees, agents, and volunteers are to be covered as additional insureds with respect to liability arising out of work or operations performed by or on behalf of the Consultant including materials, parts, equipment, and personnel furnished in connection with such work or operations.

2. CGL, AL, and WC policies: Insurance company(ies) agrees to waive all rights of subrogation against City, its City Council, its officers, officials, employees, agents, and volunteers for losses paid under the terms of any policy which arise from work performed by Consultant for City.

3. All required insurance policies: For any claims related to this contract, Consultant’s insurance coverage shall be primary and any insurance maintained by City, its City Council, its officers, officials, employees, agents, or volunteers shall not contribute with it.

4. All required insurance policies: A severability of interest provision must apply for all the additional insureds, ensuring that Consultant’s insurance shall apply separately to each insured against whom a claim is made or suit is brought, except with respect to the insurer’s limits of liability.

5. Each insurance policy required herein shall provide that coverage shall not be canceled, suspended, voided, reduced in coverage or in limits, non-renewed by the

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carrier, or materially changed except after thirty (30) days prior written notice has been given to City. Ten (10) days prior written notice shall be provided to City for policy cancellation or non-renewal due to non-payment.

6. Certificate Holder on each Evidence of Insurance certificate shall be: City of Santa Ana, Attention: Julie Hoang, Human Resources, M-24, Santa Ana, CA 92701. The name and location of the project or event should be included in the Description of Operations section of each certificate.

Self-Insured Retentions
Self-insured retentions must be declared to and approved by the City. City may require Consultant to purchase coverage with a lower retention or provide proof of ability to pay losses and related investigations, claim administration, and defense expenses within the retention.

Acceptability of Insurers
Insurance is to be placed with insurers authorized to conduct business in the state of California with a current A.M. Best rating of no less than A:VII, unless otherwise acceptable to City.

Verification of Coverage
Consultant shall furnish City with original Certificates of Insurance including all required amendatory endorsements (or copies of the applicable policy language effecting coverage required by this clause) and a copy of the Declarations and Endorsement Page of the CGL policy listing all policy endorsements to Entity before work begins. However, failure to obtain the required documents prior to the work beginning shall not waive the Consultant’s obligation to provide them. City reserves the right to require complete, certified copies of all required insurance policies, including endorsements required by these specifications, at any time.

Claims Made Policies
If any of the required policies provide coverage on a claims-made basis:

1. The retroactive date must be shown and must be before the date of the contract or the beginning of work.

2. Insurance must be maintained and evidence of insurance must be provided for at least three (3) years after completion of work.

3. If coverage is canceled or non-renewed, and not replaced with another claims-made policy form with a retroactive date prior to the contract effective date, Consultant must purchase “extended reporting” coverage for a minimum of three (3) years after completion of work.

Subcontractors
Consultant shall require and verify that all sub contractors maintain insurance meeting all the requirements stated herein, and Consultant shall ensure that City is an additional insured on insurance required from sub-contractors.

Special Risks or Circumstances
City reserves the right to modify these requirements, including limits, based on the nature of the risk, prior experience, insurer, coverage, or other special circumstances.

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Consultant Agreement- Sunrise Multispecialist
Medical Center(2105677.1)
Final Audit Report 2025-10-06
Created: 2025-10-01
By: Julie Hoang ([email protected])
Status: Signed
Transaction ID: CBJCHBCAABAAdAvD3Vn_7_jVXrWFbTW4WGUjH0kaDneL "Consultant Agreement- Sunrise Multispecialist Medical Center( 2105677.1)" History
Document created by Julie Hoang ([email protected])
2025-10-01 - 2:21:00 PM GMT
Document emailed to Lori Schnaider ([email protected]) for signature 2025-10-01 - 2:21:14 PM GMT
Email viewed by Lori Schnaider ([email protected]) 2025-10-01 - 3:50:46 PM GMT
Document e-signed by Lori Schnaider ([email protected]) Signature Date: 2025-10-01 - 3:51:07 PM GMT - Time Source: server Document emailed to [email protected] for signature 2025-10-01 - 3:51:09 PM GMT
Email viewed by [email protected] 2025-10-01 - 5:52:24 PM GMT
Signer [email protected] entered name at signing as William H. Nuesse, M.D. 2025-10-06 - 0:03:59 AM GMT
Document e-signed by William H. Nuesse, M.D. ([email protected]) Signature Date: 2025-10-06 - 0:04:01 AM GMT - Time Source: server Agreement completed.
2025-10-06 - 0:04:01 AM GMT

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Public Works Agency
www.santa-ana.org/pw
Item # 13
City of Santa Ana
20 Civic Center Plaza, Santa Ana, CA 92701
Staff Report
October 21, 2025
TOPIC: Amendment to Cell Tower Lease at Jerome Park

AGENDA TITLE
First Amendment to Lease Agreement with T-Mobile West LLC, as successor in interest to Royal Street Communications, LLC, for Communication Tower Facilities at Jerome Park (Non-General Fund)

RECOMMENDED ACTION
Authorize the City Manager to execute the first amendment to the lease agreement with T-Mobile West LLC as successor in interest to Royal Street Communications, LLC for communication tower facilities at Jerome Park located at 2115 W. McFadden Avenue with an estimated beginning date of December 10, 2025 through February 19, 2027 for total revenue, including all extensions, in the amount of $26,833 (Agreement No. A- 2025-XXX).

GOVERNMENT CODE §84308 APPLIES: Yes

DISCUSSION
The City currently has 17 existing wireless telecommunications facility lease agreements for cell towers on City park properties. These agreements were made between 2001 and 2012 and vary in terms, conditions, and format. The cell tower program is managed by the Public Works Agency, Parks, Fleet, Facilities, and Refuse Services Division (PWA) who facilitates a standing meeting with a Cell Tower Steering Committee that includes PWA, Parks, Recreation, and Community Services, City Attorney’s Office, and a consultant that has expertise in the field of wireless communication technology. Revenue generated from these leases fund park maintenance and improvements. PWA is responsible for managing agreements, site analysis, and identifying and addressing deferred maintenance needs.

On January 3, 2006, City Council approved a consultant agreement with Telecom Partners Group, doing business as ATS Communications, to provide services in the field of wireless communication technology and negotiate leases for wireless cell towers on behalf of the City. ATS Communications successfully assisted the City in marketing and facilitating the development of cell towers on City owned parks property. Under the terms of the agreement, ATS Communications retains 20% of the revenues collected from each new cell tower lease, over the life of the lease, including any renewals or

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Amendment to Cell Tower Lease at Jerome Park
October 7, 2025

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extensions. This is stated in Section 2 Compensation of said agreement: “If any Existing Lease is amended or modified after the Effective Date, where such modification results in the co- location of additional equipment or the inclusion of additional wireless providers at any existing site, Consultant shall receive twenty percent (20%) of the incremental lease revenue over the life of the lease attributable to such modification.” On February 20, 2007, City Council approved a cell tower lease agreement with Royal Street Communications, LLC for a communications tower at Jerome Park. The lease was later assigned by Royal Street Communications to T-Mobile West, LLC. In January 2023, T-Mobile West, LLC notified the City of its intent to upgrade the equipment installed on the Jerome Park tower. The lease agreement allows upgrades provided that the equipment, cables, or antennas remain within the original physical parameters of the premises. Staff determined that the proposed upgrades (Exhibit 1) would exceed those parameters, and as a result, the City denied T-Mobile West, LLC’s request.

The proposed upgraded equipment footprint is about 10.7% larger than the existing. To allow for the upgrades, the City negotiated with T-Mobile West, LLC to increase the lease amount by a proportionate amount from $44,880 to $49,690 annually, an increase of $4,800 per year. The increase will become effective on the first day of the month following the date upon which a building permit for the improvements is issued by the City and will be subject to an annual rent escalation of 4%. The City will receive 80% of all revenues received from this amended cell tower lease agreement and ATS Communications will receive the remaining 20% as established under the terms and conditions of the City’s agreement with ATS Communications, for the life of the lease through February 2032.

Staff recommends approval of the amendment to the lease agreement with T-Mobile West, LLC (Exhibit 2). The amendment authorizes the proposed equipment upgrades and establishes the corresponding payment increase. Revenues from the lease will continue to be allocated exclusively to the maintenance and capital improvements of City Parks.

ENVIRONMENTAL IMPACT
There is no environmental impact associated with the action.

FISCAL IMPACT
The revenues received from this amendment will be deposited into the following account for the specified years.

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Amendment to Cell Tower Lease at Jerome Park
October 7, 2025

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Fiscal
Year
Accounting
Unit-
Account #
Fund
Description
Accounting Unit,
Account Description
Amount
Amendment
FY 25-26
(Dec-Jun)
05113002-
57363
Capital Outlay
Fund
Miscellaneous Revenue,
Cell Tower Lease
Agreement
$2,240
FY 26-27
(Jul-Feb)
05113002-
57363
Capital Outlay
Fund
Miscellaneous Revenue,
Cell Tower Lease
Agreement
$2,535
Optional One, 5-Year Extension
FY 26-27
(Feb-Jun)
05113002-
57363
Capital Outlay
Fund
Miscellaneous Revenue,
Cell Tower Lease
Agreement
$1,438
FY 27-28 05113002-
57363
Capital Outlay
Fund
Miscellaneous Revenue,
Cell Tower Lease
Agreement
$4,132
FY 28-29 05113002-
57363
Capital Outlay
Fund
Miscellaneous Revenue,
Cell Tower Lease
Agreement
$4,297
FY 29-30 05113002-
57363
Capital Outlay
Fund
Miscellaneous Revenue,
Cell Tower Lease
Agreement
$4,469
FY 30-31 05113002-
57363
Capital Outlay
Fund
Miscellaneous Revenue,
Cell Tower Lease
Agreement
$4,648
FY 31-32
(Jul-Feb)
05113002-
57363
Capital Outlay
Fund
Miscellaneous Revenue,
Cell Tower Lease
Agreement
$3,074
TOTAL $26,833
Funds will be appropriated exclusively for the maintenance and capital improvements at City Parks during the City’s yearly budget process.

EXHIBIT(S)

1. Equipment Upgrade Plans

2. First Amendment to Lease Agreement
Submitted By: Rodolfo Rosas, P.E., Acting Executive Director – Public Works Agency Approved By: Alvaro Nuñez, City Manager

City Council
13 –
3 10/21/2025

PROPERTY OWNER:

APPLICABLE CODESPROJECT TEAM
A&E CONTACT:LEAF COMMUNICATIONS1000 CALLE CORDILLERA,SAN CLEMENTE, CA 92673LONG NGUYEN - (949) [email protected] SITE INFORMATIONSHEET #DRAWING INDEXSHEET DESCRIPTIONVICINITY MAP SITE ACQUISITIONCONTACT:

ENGINEER OFRECORD CONTACT:

CALL CALIFORNIA ONE CALL(800) 422-4133CALL 3 WORKING DAYSBEFORE YOU DIG! R
VECTOR STRUCTURAL ENGINEERS651 W. GALENA PARK BLVD, STE 101DRAPER, UT 84020WELLS L. HOLMES, S.E. - (801) 990-1775 ALL DRAWINGS CONTAINED HEREIN ARE FORMATTED FOR HALF SIZE.CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING DIMENSIONSAND CONDITIONS ON THE JOB SITE AND SHALL IMMEDIATELYNOTIFY THE ENGINEER IN WRITING OF ANY DISCREPANCIES BEFOREPROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME.

PROJECT DESCRIPTION

DRIVING DIRECTIONS

APPROVALS
LANDLORD:(DATE)DEVELOP MGR:CONST MGR:ZONING MGR:RF ENGINEER:SITE DEVELOPMENTMANAGER CONTACT:

T-1TITLE SHEETT-2GENERAL NOTESA-1OVERALL SITE PLANA-2A-3ANTENNA PLANSA-4ELEVATIONSELEVATIONSD-1DETAILSD-2DETAILS THE FOLLOWING PARTIES HEREBY APPROVE AND ACCEPT THESEDOCUMENTS AND AUTHORIZE THE CONTRACTOR TO PROCEED WITHTHE CONSTRUCTION DESCRIBED HEREIN. ALL CONSTRUCTIONDOCUMENTS ARE SUBJECT TO REVIEW BY THE LOCAL BUILDINGDEPARTMENT AND ANY CHANGES/MODIFICATIONS THEY MAY IMPOSE (DATE)(DATE)(DATE)(DATE)SAC REP:(DATE)FOPS: (DATE)
APN #:109-050-30SITE ADDRESS:2115 W MCFADDEN AVESANTA ANA, CA 92704 TELECOMMUNICATIONS FACILITYCURRENT USE:NO CHANGEPROPOSED USE:THE FACILITY IS UNMANNED AND NOTFOR CONTINUOUS HUMAN HABITATION.DISABLED/CHALLENED ACCESS IS NOTREQUIRED PER CBC 2022, SECTION 11B-203.4(LIMITED ACCESS SPACE)ACCESSIBILITYREQUIREMENTS:

REFERENCE DOCUMENTS
CITY:COUNTY:JURISDICTION:SANTA ANAORANGECITY OF SANTA ANALA93010ALA0620 - JEROME PARKMONOPALM EQUIPMENT PLANSA-5
CITY OF SANTA ANA888 WEST SANTA ANA BLVD., 2ND FLOORSANTA ANA, CA 92702RON ONO / (714) 571-4220 APPLICANT:

JACKIE LE - (949) [email protected]
CD-1CABLING DIAGRAMSITE
G-1GROUNDING PLANFRP DESIGN BY OTHERST-1TITLE SHEETN-1NOTES & SPECIFICATIONSS-1ELEVATION VIEWS-2DETAILS LEAF COMMUNICATIONS1000 CALLE CORDILLERA,SAN CLEMENTE, CA 92673DEREK PATTON - (949) [email protected]

1.CALIFORNIA BUILDING STANDARDS CODE: 2022 TRIENNIAL EDITION OF TITLE24, WITH AN EFFECTIVE DATE OF JANUARY 1, 2023.PART 1 - CALIFORNIA ADMINISTRATIVE CODEPART 2 - CALIFORNIA BUILDING CODE, BASED ON THE 2021 INTERNATIONALBUILDING CODEPART 2.5 - CALIFORNIA RESIDENTIAL CODE, BASED ON THE 2021INTERNATIONAL RESIDENTIAL CODEPART 3 - CALIFORNIA ELECTRICAL CODE, BASED ON THE 2020 NATIONALELECTRICAL CODEPART 4 - CALIFORNIA MECHANICAL CODE, BASED ON THE 2021 UNIFORMMECHANICAL CODEPART 5 - CALIFORNIA PLUMBING CODE, BASED ON THE 2021 UNIFORMPLUMBING CODEPART 6 - CALIFORNIA ENERGY CODEPART 7 - VACANTPART 8 - CALIFORNIA HISTORICAL BUILDING CODEPART 9 - CALIFORNIA FIRE CODE, BASED ON THE 2021 INTERNATIONAL FIRECODEPART 10 - CALIFORNIA EXISTING BUILDING CODE, BASED ON THE 2021INTERNATIONAL EXISTING BUILDING CODEPART 11 - CALIFORNIA GREEN BUILDING STANDARDS CODE (CGBSC; ALSOKNOWN AS CALGREEN)PART 12 - CALIFORNIA REFERENCED STANDARDS CODE2.ANSI/TIA-222 (REV H)3.2021 NFPA 101, LIFE SAFETY CODE4.2022 NFPA 72, NATIONAL FIRE ALARM AND SIGNALING CODE5.2022 NFPA 13, STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS E-1SINGLE LINE DIAGRAM AND PANEL SCHEDULED-3DETAILS LQN90% CD - ISSUED FOR REVIEWJDJ07/09/20240 DRWNREVDESCRIPTIONQADATE T-1
IT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS THEY ARE ACTING UNDER THE DIRECTIONOF A LICENSED PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT.

SHEET NUMBER:

ISSUED FOR:

SHEET NAME:

TITLE SHEET
THE PURPOSE OF THIS PROJECT IS TO PROPOSE AN ANTENNAMODIFICATION ON AN EXISTING WIRELESS SITE:SCOPE OF WORK:(T-MOBILE ANCHOR / 67E5D998E P6230 - RFDS REV 7)L700 4X2 SOW1.ADD (1) ANTENNA SECTOR MOUNT2.ADD (3) OCTO-PORT RFS - APXVAALL18_43-U-NA20 6FT ANTENNA AT 47' RC3.ADD (3) RADIO 4480 B71+85 NEAR ANTENNAS, (1) PER SECTOR. USE (12) 4.3-10TO 4.3-10 COAX JUMPERS.4.(1) 6X24 HCS 30M, ADD (1) PSU 48135.(1) RP 6651 FOR N600/L700/L600/L21/L19 (MMBB)6.(1) PSU 4813 REQUIREDANCHOR SOW:7.REPLACE (3) SBNHH ANTENNAS WITH (3) AIR6419 B41 FOR L2.5 AT 55' RC.8.ADD (3) RADIO 4460 B25+B66 AT THE MID-BAND PORT OF THE OCTO-PORTANTENNAS (L21,1ST/2ND L19S). ADD NEW (12) 4.3-10 TO 4.3-10 COAX JUMPERS.9.ADD (1) 6230 AND (1) 19' RACK - REMOVE BOTH 6201 AND PTS8003 CABINETS.10.ADD (1) RP 6651 FOR L2.5 AND NR 2.5 IN THE NEW 19" RACK11.USE (2) 6X24 HCS 30M12.REMOVE ALL COAX LINES, DIPLEXERS AND BIAS-TS

City Council
13 –
4 10/21/2025

LQN90% CD - ISSUED FOR REVIEWJDJ07/09/20240 DRWNREV DESCRIPTIONQADATE T-2
IT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS THEY ARE ACTING UNDER THE DIRECTIONOF A LICENSED PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT.

SHEET NUMBER:

ISSUED FOR:

SHEET NAME:

GENERAL NOTES
21GENERAL NOTES 24"x36" SCALE: NTS11"x17" SCALE: NTS24"x36" SCALE: NTS11"x17" SCALE: NTS ABBREVIATIONS:
2FIELD OPS NOTES24"x36" SCALE: NTS11"x17" SCALE: NTS
3ABBREVIATIONS24"x36" SCALE: NTS11"x17" SCALE: NTS
FIELD OPS NOTES:·ANTENNAS ON STACKED SOLUTION·ADD A NEW IXRE ROUTER·2-ANTENNA PER SECTOR·REMOVE UNUSED CABINETS/EQUIPMENT·ADD (1) 6230 AND (1) 19" RACK·ADD (1) POWER6230 CABINET WITH BATTERY RACK WITH 4 PSU (1x25AMP ACBREAKER PER PSU)·ADD (1) 6230 INDOOR BATTERY KIT·UPGRADE (1) GPS UPGRADE KIT INSIDE MAIN CABINET: 8 PORT GPS SPLITTER SAP 33559/CABLES·ADD (2) GPS 03 01 OVP'S·ADD (1) RP6651 FOR N600/L700/L600/L21/L19 (MMBB LOW-BAND)·ADD (1) RP6651 FOR L2.5·ADD (1) 50AMP SPD INDOOR SPD KIT FOR 6449·ADD (1) IXR-E ROUTER GENERAL NOTES:1. THESE NOTES SHALL BE CONSIDERED A PART OF THE WRITTEN SPECIFICATIONS.2. THE CONTRACTOR SHALL NOTIFY ARCHITECT/ENGINEER OF ANY ERRORS, OMISSIONS, OR DISCREPANCIES AS THEY MAY BE DISCOVERED IN THE PLANS,SPECIFICATIONS, AND NOTES PRIOR TO STARTING CONSTRUCTION. INCLUDING BUT NOT LIMITED BY DEMOLITION. THE CONTRACTOR SHALL BE RESPONSIBLEFOR CORRECTING ANY ERRORS, OMISSION, OR INCONSISTENCY AFTER THE START OF CONSTRUCTION WHICH HAS NOT BEEN BROUGHT TO THE ATTENTIONOF THE ARCHITECT /ENGINEER AND SHALL INCUR ANY EXPENSES TO RECTIFY THE SITUATION. THE METHOD OF CORRECTION SHALL BE APPROVED BY THEARCHITECT/ENGINEER.3. PRIOR TO STARTING CONSTRUCTION THE CONTRACTOR HAS THE RESPONSIBILITY TO LOCATE ALL EXISTING UTILITIES, WHETHER OR NOT SHOWN ON THEPLANS, AND TO PROTECT THEM FROM DAMAGE. THE CONTRACTOR OR SUBCONTRACTOR SHALL BEAR THE EXPENSE OF REPAIRING OR REPLACING ANYDAMAGE TO THE UTILITIES CAUSED DURING THE EXECUTION OF THE WORK.4. A COPY OF THE APPROVED PLANS SHALL BE KEPT IN A PLACE SPECIFIED BY THE GOVERNING AGENCY, AND BY LAW SHALL BE AVAILABLE FOR INSPECTIONAT ALL TIMES. IT IS THE CONTRACTORS RESPONSIBILITY TO ENSURE ALL CONSTRUCTION SETS REFLECT THE SAME INFORMATION AS THE APPROVED PLANS.THE CONTRACTOR SHALL ALSO MAINTAIN ONE SET OF PLANS AT THE SITE FOR THE PURPOSE OF DOCUMENTING ALL AS-BUILT CHANGES, REVISIONS,ADDENDUM'S, OR CHANGE ORDERS. THE CONTRACTOR SHALL FORWARD THE AS-BUILT DRAWINGS TO THE ARCHITECT/ENGINEER AT THE CONCLUSION OFTHE PROJECT.5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE SECURITY OF THE SITE FROM START OF PROJECT TO COMPLETION OF PROJECT.6. THE CONTRACTOR IS RESPONSIBLE TO PROVIDE TEMPORARY POWER, WATER, AND TOILET FACILITIES.7. ALL CONSTRUCTION THROUGH THE PROJECT SHALL CONFORM TO THE 2019 C.B.C. AND ALL THE OTHER LATEST GOVERNING CODES.8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL SAFETY PRECAUTIONS AND REGULATIONS CURING THE WORK. THE ENGINEER WILLNOT ADVISE ON NOR PROVIDE DIRECTION AS TO SAFETY PRECAUTIONS AND PROGRAMS.9. THE CONTRACTOR SHALL SUPERVISE AND COORDINATE ALL WORK, USING HIS PROFESSIONAL KNOWLEDGE AND SKILLS. HE IS SOLELY RESPONSIBLE FORALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES AND SEQUENCING AND COORDINATING ALL PORTIONS OF THE WORK.10. THE CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN AND PAY FOR ALL PERMITS, LICENSES AND INSPECTIONS WITH RESPECT TO THE WORK TOCOMPLETE THE PROJECT. BUILDING PERMIT APPLICATIONS SHALL BE FILED BY THE OWNER OR HIS REPRESENTATIVE. CONTRACTOR SHALL OBTAIN THEPERMIT AND MAKE FINAL PAYMENT OF SAID DOCUMENT.11. ALL DIMENSIONS TAKE PRECEDENCE OVER SCALE UNLESS NOTED OTHERWISE.12. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY BLOCKING, BACKING, FRAMING, HANGERS OR SUPPORTS FOR INSTALLATION OF ITEMS INDICATED ONTHE DRAWINGS.13. THE CONTRACTOR SHALL PROVIDE THE FIRE MARSHALL APPROVED MATERIALS TO FILL/SEAL PENETRATIONS THROUGH FIRE RATED ASSEMBLIES.14. NEW CONSTRUCTION ADDED TO EXISTING CONSTRUCTION SHALL BE MATCHED IN FORM, TEXTURE, MATERIAL AND PAINT COLOR UNLESS NOTEDOTHERWISE IN THE PLANS.15. WHERE SPECIFIED, MATERIALS TESTING SHALL BE TO THE LATEST STANDARDS AVAILABLE AS REQUIRED BY THE LOCAL GOVERNING AGENCYRESPONSIBLE FOR RECORDING THE RESULTS.16. ALL GENERAL NOTES AND STANDARD DETAILS ARE THE MINIMUM REQUIREMENTS TO BE USED IN CONDITIONS WHICH ARE NOT SPECIFICALLY SHOWNOTHERWISE.17. ALL DEBRIS AND REFUGE IS TO BE REMOVED FROM THE PROJECT DAILY. PREMISES SHALL BE LEFT IN A CLEAN BROOM FINISHED CONDITION AT ALL TIMES.18. ALL SYMBOLS AND ABBREVIATIONS ARE CONSIDERED CONSTRUCTION INDUSTRY STANDARDS. IF A CONTRACTOR HAS A QUESTION REGARDING THEIREXACT MEANING THE ARCHITECT/ENGINEER SHALL BE NOTIFIED FOR CLARIFICATIONS.19. THE ENGINEER SHALL NOT BE RESPONSIBLE FOR THE METHODS, TECHNIQUES AND SEQUENCES OF PROCEDURES TO PERFORM THE WORK. THESUPERVISION OF THE WORK IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR.20. CONTRACTORS SHALL VISIT THE SITE PRIOR TO BID TO ASCERTAIN CONDITIONS WHICH MAY ADVERSELY AFFECT THE WORK OR COST THEREOF.21. THE CONTRACTOR SHALL FIELD VERIFY THE DIMENSION, ELEVATION, ETC. NECESSARY FOR THE PROPER CONSTRUCTION AND ALIGNMENT OF THE NEWPORTION OF THE WORK TO THE EXISTING WORK. THE CONTRACTOR SHALL MAKE ALL MEASUREMENTS NECESSARY FOR FABRICATION AND ERECTION OFSTRUCTURAL MEMBERS. ANY DISCREPANCY SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ARCHITECT /ENGINEER.22. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES WHERE ENCOUNTERED IN THE WORK, SHALL BE PROTECTED AT ALL TIMES,AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK, SHALL BE RELOCATED AS DIRECTED BY ENGINEERS. EXTREME CAUTION SHOULD BEUSED BY THE CONTRACTOR WHEN EXCAVATING OR PIER DRILLING AROUND OR NEAR UTILITIES.23. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES, WHICH INTERFERE WITH THE EXECUTION OF THE WORK, SHALL BEREMOVED AND SHALL BE CAPPED, PLUGGED OR OTHERWISE DISCONTINUED AT POINTS WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK,SUBJECT TO THE APPROVAL OF THE ENGINEER.24. NO CHANGES ARE TO BE MADE TO THESE PLANS WITHOUT THE KNOWLEDGE AND WRITTEN CONSENT OF THE ARCHITECT/ENGINEER. UNAUTHORIZEDCHANGES RENDER THESE DRAWINGS VOID.25. ANY REFERENCE TO THE WORDS APPROVED, OR APPROVAL IN THESE DOCUMENTS SHALL BE HERE DEFINED TO MEAN GENERAL ACCEPTANCE OR REVIEWAND SHALL NOT RELIEVE THE CONTRACTOR AND/OR HIS SUB-CONTRACTORS OF ANY LIABILITY IN FURNISHING THE REQUIRED MATERIALS OR LABORSPECIFIED.26. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING UTILITIES WHETHER SHOWN HEREON OR NOT, AND TO PROTECT THEMFROM DAMAGE. THE CONTRACTOR SHALL BEAR ALL EXPENSE OF REPAIR OR REPLACEMENT IN CONJUNCTION WITH THE EXECUTION OF THIS WORK.GENERALCONTRACTOR SHALL NOTIFY THE ENGINEER AND ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES FOUND WITHIN THE CONTRACT DOCUMENTS, PRIOR TOSTARTING WORK.SITE PREPARATION NOTES:1. THE PREPARATION OF THE SITE FOR CONSTRUCTION SHALL INCLUDE THE REMOVAL OF ALL BROKEN CONCRETE, TREE TRUNKS AND ANY OTHERDEBRIS THAT WOULD BE DAMAGING TO THE FOOTINGS OF THE NEW STRUCTURE.2. BACK FILLING AT TRENCHES SHALL BE OF CLEAN, STERILE SOIL HAVING A SAND EQUIVALENT OF 30 OR GREATER. BACK FILLING SHALL BE DONE IN BINCH LAYERS, MOISTURE CONDITIONED AND PROPERLY COMPACTED. ADEQUATE DRAINAGE SHALL BE PROVIDED SUCH THAT NO PONDING OCCURS.3. ALL FOUNDATION FOOTINGS SHALL EXTEND INTO AND BEAR AGAINST NATURAL UNDISTURBED SOIL OR APPROVED COMPACTED FILL FOOTINGSSHALL EXTEND INTO SOIL DEPTH AS INDICATED IN PLANS.4. SHOULD ANY LOOSE FILL, EXPANSIVE SOIL, GROUND WATER OR ANY OTHER UNEXPECTED CONDITIONS BE ENCOUNTERED DURING THEEXCAVATION FOR THE NEW FOUNDATION, THE ARCHITECT/ENGINEER SHALL BE NOTIFIED AND ALL FOUNDATION WORK SHALL CEASE IMMEDIATELY,5. WITHIN AN AREA A MINIMUM OF S FEET BEYOND THE BUILDING LIMITS, EXCAVATE A MINIMUM OF 4" OF EXISTING SOIL REMOVE ALL ORGANICS,PAVEMENT, ROOTS, DEBRIS AND OTHERWISE UNSUITABLE MATERIAL.6. THE SURFACE OF THE EXPOSED SUBGRADE SHALL BE INSPECTED BY PROBING OR TESTING TO CHECK FOR POCKETS OF SOFT OR UNSUITABLEMATERIAL. EXCAVATE UNSUITABLE SOIL AS DIRECTED BY THE GEOTECHNICAL ENGINEER/TESTING AGENCY.7. PROOFROLL THE SURFACE OF THE EXPOSED SUBGRADE WITH A LOADED TANDEM AXLE DUMP TRUCK. REMOVE ALL SOILS WHICH PUMP OR DO NOTCOMPACT PROPERLY AS DIRECTED BY THE GEOTECHNICAL ENGINEER/TESTING AGENCY.8. FILL ALL EXCAVATED AREAS WITH APPROVED CONTROLLED FILL. PLACE IN 8" LOOSE LIFTS AND THE MAXIMUM DRY DENSITY IN ACCORDANCE WITHASTM D-698. COMPACT TO A MINIMUM OF 90% RELATIVE COMPACTION.9. THE STRUCTURAL DRAWINGS HERE IN REPRESENT THE FINISHED STRUCTURE. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY GUYING ANDBRACING REQUIRED TO ERECT AND HOLD THE STRUCTURE IN PROPER ALIGNMENT UNTIL ALL STRUCTURAL WORK AND CONNECTIONS HAVE BEENCOMPLETED. THE INVESTIGATION, DESIGN, SAFETY, ADEQUACY AND INSPECTION OF ERECTION BRACING, SHORING, TEMPORARY SUPPORTS, ETC. IS THESOLE RESPONSIBILITY OF THE CONTRACTOR.10. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL PROTECT ALL AREAS FROM DAMAGE WHICH MAY OCCUR DURING CONSTRUCTION.ANY DAMAGE TO NEW OR EXISTING SURFACES, STRUCTURES OR EQUIPMENT SHALL BE IMMEDIATELY REPAIRED OR REPLACED TO THE SATISFACTION OFTHE PROPERTY OWNER. THE CONTRACTOR SHALL BEAR THE EXPENSE OF REPAIRING OR REPLACING ANY DAMAGED AREAS.11. WHEN REQUIRED STORAGE OF MATERIALS OCCURS, THEY SHALL BE EVENLY DISTRIBUTED OVER THE FLOOR OR ROOF SO AS NOT TO EXCEED THEDESIGNED LIVE LOADS FOR THE STRUCTURE. TEMPORARY SHORING OR BRACING SHALL BE PROVIDED WHERE THE STRUCTURE OR SOIL HAS NOTATTAINED THE DESIGN STRENGTH FOR THE CONDITIONS PRESENT.12. PRIOR TO PROCEEDING WITH ANY WORK WITHIN THE EXISTING FACILITY, THE CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH EXISTINGSTRUCTURAL AND OTHER CONDITIONS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE ALL NECESSARY BRACING, SHORING AND OTHERSAFEGUARDS TO MAINTAIN ALL PARTS OF THE EXISTING WORK IN A SAFE CONDITION DURING THE PROCESS OF DEMOLITION AND CONSTRUCTION ANDTO PROTECT FROM DAMAGE THOSE PORTIONS OF THE EXISTING WORK WHICH ARE TO REMAIN.

STRUCTURAL STEEL:1. ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE LATEST REVISED EDITION OF THE AISC MANUAL OF STEEL CONSTRUCTION,WHICH INCLUDES THE SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS, THE CODE OF STANDARD PRACTICE AND THE AWS STRUCTURAL WELDINGCODE. IDENTIFY AND MARK STEEL PER 2019 C.B.C. SECTION 2203.2. STRUCTURAL STEEL SHOP DRAWINGS SHALL BE REVIEWED BY THE ENGINEER/ARCHITECT PRIOR TO FABRICATION.3. GROUTING Of COLUMN BASE PLATES: BASE PLATES SHALL BE DRYPACKED OR GROUTED WITH NON-SHRINK, NON-FERROUS GROUT. MINIMUMCOMPRESSIVE STRENGTH SHALL BE 4,000 PSI AT 28 DAYS. All. SURFACES SHALL BE PROPERLY CLEANED OF FOREIGN MATERIAL PRIOR TO GROUTING.4. ALL EXPOSED WELDS SHALL BE FILLED AND GROUND SMOOTH WHERE METAL COULD COME IN CONTACT WITH THE PUBLIC.5. NO HOLES OTHER THAN THOSE SPECIFICALLY DETAILED SHALL BE ALLOWED THRU STRUCTURAL STEEL MEMBERS. BOLT HOLIES SHALL CONFORM TOAISC SPECIFICATION, AND SHALL BE STANDARD HOLES UNLESS NOTED OTHERWISE. NOCUTTING OR BURNING OF STRUCTURAL STEEL WILL BE PERMITTED WITHOUT PRIOR CONSENT OF THIS ENGINEER.6. WELDING: CONFORM TO AWS D1 1. WELDERS SHALL BE CERTIFIED IN ACCORDANCE WITH WABO REQUIREMENTS. USE E70 ELECTRODES OF TYPEREQUIRED FOR MATERIALS TO BE WELDED.7. BOLTING: ASTM A307 BOLTS SHALL BE INSTALLED "SNUG TIGHT" PER AISC. SECTION RCSC B(C) ASTM A325 BOLTS SHALL CONFORM TO THE RCSCSPECIFICATION SECTION B (D).8. FABRICATION: CONFORM TO AISC SPECIFICATION SEC M2 "FABRICATION" AND AISC CODE SEC 6 "FABRICATION AND DELIVERY" PERFORM WORK ONPREMISES OF A FABRICATOR APPROVED BY THE BUILDING OFFICIAL.9. GALVANIZING: ALL EXPOSED STEEL OUTSIDE THE BUILDING ENVELOPE SHALL BE HOT-DIPPED GALVANIZED. APPLY FIELD TOUCH-UPS PERSPECIFICATIONS. PER ASTM A153.STRUCTURAL STEEL:MATERIALS: CONFORM TOANCHOR BOLTS (HEADED):ASTM A307ANCHOR BOLTS (J-TYPE):ASTM A36BARS AND PLATES:ASTM A36BOLTS: ASTM A307C-, M-, AND ANGLE SHAPES:ASTM A36DEFORMED WELDED WIRE FABRIC: ASTM A497EPOXY AND EXPANSION ANCHORS: HILTI OR EQUIVALENTGROUT: EMBECO OR EQUIVALENTHIGH-STRENGTH BOLTS:ASTM A325SC OR (A325N)OTHER STRUCTURAL SHAPES:ASTM A36REINFORCING BARS: ASTM A615. GRADE 60, DEFORMED BARSSMOOTH WELDED WIRE FABRIC: ASTM A185STRUCTURAL WF SHAPES: ASTM A572-GR50STEEL PIPE: ASTM A53, GRADE BTIE WIRE: 16.5 GAGE OR HEAVIER, BLACK ANNEALEDTUBE STEEL AND PIPE COLUMNS: ASTM A500, GRADE BWELDING ELECTRODES: E70XXW - SHAPES: ASTM A992, GRADE 50STRUCTURAL STEEL NOTES:1. HOLES IN STEEL SHALL BE DRILLED OR PUNCHED. ALL SLOTTED HOLES SHALL BE PROVIDED WITH SMOOTH EDGES. BURNING OF HOLES AND TORCHCUTTING AT THE SITE IS NOT PERMITTED.2. ALL FRAMING CONNECTORS SUCH AS CONCRETE ANCHORS, HOLD-DOWNS, POST BASES, FRAMING CAPS, HANGER AND OTHER MISCELLANEOUSSTRUCTURAL METALS SHALL BE AS MANUFACTURED BY SIMPSON STRONG TIE CO. OR APPROVED EQUAL POST-INSTALLED ANCHORS:1. USE, INSTALLATION, EMBEDMENT DEPTH, AND DIAMETER OF EXPANSION/WEDGE ANCHORS IN HARDENED CONCRETE SHALL CONFORM TO ICCREPORT & MANUFACTURER'S RECOMMENDATIONS.2. MAINTAIN CRITICAL EDGE DISTANCE SPECIFIED IN ICC REPORT AS A MINIMUM, U.N.O. IN THESE DRAWINGS3. LOCATE AND AVOID CUTTING EXISTING REBAR OR TENDONS WHEN DRILLING HOLES IN CONCRETE SLABS.SPECIAL INSPECTION:1. CONTRACTOR SHALL PROVIDE REQUIRED SPECIAL INSPECTIONS PERFORMED BY AN INDEPENDENT INSPECTOR, APPROVED BY CARRIER AND THEGOVERNING JURISDICTION, AS REQUIRED BY CHAPTER 17 OF THE INTERNATIONAL BUILDING CODE FOR THE FOLLOWING: A. SPECIAL INSPECTION OF HIGH-STRENGTH BOLTING (WHEN APPLICABLE): I. PERIODIC SPECIAL INSPECTION IF BOLTS ARE PRETENSIONED WITH MATCH-MARKING TECHNIQUES II. CONTINUOUS SPECIAL INSPECTION OF ALL OTHER HIGH-STRENGTH BOLTING B. PERIODIC FOR POST-INSTALLED ANCHORS IN HARDENED CONCRETE2. PROVIDE SPECIAL INSPECTIONS FOR OTHER ITEMS NOTED ON DRAWINGS TO CONFIRM COMPLIANCE WITH CONTRACT DOCUMENTS.3. STEEL FABRICATION SHALL BE DONE ON THE PREMISES OF A FABRICATOR REGISTERED AND APPROVED TO PERFORM SUCH WORK WITHOUTSPECIAL INSPECTION.4. SPECIAL INSPECTION IS NOT REQUIRED FOR WORK OF A MINOR NATURE OR AS WARRANTED BY CONDITIONS IN THE JURISDICTION AS APPROVED BYTHE BUILDING OFFICIAL. THUS, SPECIAL INSPECTION ITEMS ABOVE MAY BE WAIVED AS DEEMED APPROPRIATE BY THE BUILDING OFFICIAL.5. THE SPECIAL INSPECTOR SHALL PROVIDE A COPY OF THE REPORT TO THE OWNER, ARCHITECT, STRUCTURAL ENGINEER, CONTRACTOR, ANDBUILDING OFFICIAL.6. STRUCTURAL OBSERVATION NOT REQUIRED.

City Council
13 –
5 10/21/2025

LQN90% CD - ISSUED FOR REVIEWJDJ07/09/20240 DRWNREV DESCRIPTIONQADATE A-1
IT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS THEY ARE ACTING UNDER THE DIRECTIONOF A LICENSED PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT.

SHEET NUMBER:

ISSUED FOR:

SHEET NAME:

OVERALL SITE PLAN
(E) BASEBALLFIELD, TYP
S. CENTER STREET
1,2A-5
APN #:109-050-30
T-MOBILE ANTENNA ANDEQUIPMENT LOCATION1,2A-21,2A-31,2A-4

PROPERTY LINE, TYP
OVERALL SITE PLAN 1
N
WSE
NOTES:THESE DRAWINGS HAVE BEEN CREATED BY INFORMATION GATHERED AT THE SITE, EXISTINGAS-BUILTS PROVIDED BY T-MOBILE AND WITHOUT A SURVEY. PLEASE VERIFY ALL DIMENSIONS,LENGTHS, PROPERTY LINES AND CONDUIT RUNSLEAF COMMUNICATIONS MAKES NO CLAIM AS TO THE CORRECTNESS OF THE ORIGINALDESIGN OR THE CURRENT CONDITION OF THE STRUCTURE, WHICH IS ASSUMED TO BE INGOOD CONDITION, FREE OF DAMAGE AND DETERIORATIONCONTRACTOR TO VERIFY LOCATION OF ALL EXISTING EQUIPMENT PRIOR TO CONSTRUCTION 24"x36" SCALE: 1" = 40'-0"11"x17" SCALE: 1" = 80'-0"40' 20' 0' 40'

PROPERTY LINE, TYP

PROPERTY LINE, TYP
W. MCFADDEN AVENUE
(E) BUILDING, TYP
SECTOR A300.00° AZ SECTOR B60.00° AZ
SECTOR C180.00° AZ
(E) T-MOBILE 68'-0" HIGHMONOPALM

City Council
13 –
6 10/21/2025

(N) T-MOBILE EQUIPMENT:(2) RP6651(1) IXRE ROUTER
LQN90% CD - ISSUED FOR REVIEWJDJ07/09/20240 DRWNREV DESCRIPTIONQADATE A-2
IT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS THEY ARE ACTING UNDER THE DIRECTIONOF A LICENSED PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT.

SHEET NUMBER:

ISSUED FOR:

SHEET NAME:

EQUIPMENT PLANS
2NEW EQUIPMENT PLAN1EXISTING EQUIPMENT PLAN
NOTES:LEAF COMMUNICATIONS MAKES NO CLAIM AS TO THE CORRECTNESS OF THE ORIGINALDESIGN OR THE CURRENT CONDITION OF THE STRUCTURE, WHICH IS ASSUMED TOBE IN GOOD CONDITION, FREE OF DAMAGE AND DETERIORATIONCONTRACTOR TO VERIFY LOCATION OF ALL EXISTING EQUIPMENT PRIOR TO CONSTRUCTION N
WSE
N
WSE
24"x36" SCALE: 1/2" = 1'-0"11"x17" SCALE: 1/4" = 1'-0"0' 2' 4' 6'24"x36" SCALE: 1/2" = 1'-0"11"x17" SCALE: 1/4" = 1'-0"0' 2' 4' 6' (E) T-MOBILE CONDUITSTUB UPS
(E) T-MOBILE BATTERY CABINETTO BE REMOVED(E) T-MOBILE RBS 6201EQUIPMENT CABINETTO BE REMOVED (E) ACCESS DOOR
±12'-0"(E) T-MOBILE EQUIPMENT LEASE AREA
±12'-0"(E) T-MOBILE EQUIPMENT LEASE AREA
(E) T-MOBILE GEN. PLUG
(E) T-MOBILE PPC
(E) T-MOBILE DISCONNECTSWITCH
(E) T-MOBILE TRANSFORMER
(E) T-MOBILE A/C UNIT(2 TOTAL)
(E) ROOF LINE
(E) CONCRETESTEP
(E) T-MOBILE EQUIPMENTTO BE REMOVED:(3) RUS01 B2(6) RUS01 B4(1) BB 5216(E) T-MOBILE RBS 6201 EQUIPMENTCABINET TO BE REMOVED (E) T-MOBILE EQUIPMENTTO BE REMOVED:(6) RUS01 B12(1) XMU (E) T-MOBILE CONDUITSTUB UPS
(E) ACCESS DOOR
±12'-0"(E) T-MOBILE EQUIPMENT LEASE AREA
±12'-0"(E) T-MOBILE EQUIPMENT LEASE AREA
(E) T-MOBILE GEN. PLUG
(E) T-MOBILE PPC
(E) T-MOBILE DISCONNECTSWITCH
(E) T-MOBILE TRANSFORMER
(E) T-MOBILE A/C UNIT(2 TOTAL)
(E) ROOF LINE
(E) CONCRETESTEP
(E) T-MOBILE GPSANTENNA
(N) T-MOBILE EQUIPMENT:(1) POWER 6230 BATTERY RACK
(N) T-MOBILE 19" RACK
5D-2
(E) T-MOBILE FEEDLINESTO BE REMOVED:(12) 7/8" COAX CABLES (N) T-MOBILE FEEDLINES:(3) HCS 6X24 4AWG - 30M 2-4D-2
(E) T-MOBILE POWER CABINETTO BE REMOVED(E) T-MOBILE CABLE LADDER (E) T-MOBILE CABLE LADDER
(E) T-MOBILE GPSANTENNA
(E) T-MOBILE TELCO BOARD (E) T-MOBILE TELCO BOARD
(N) T-MOBILE SPD BOX
(N) T-MOBILESUBPANEL
6,7D-2
9D-1

City Council
13 –
7 10/21/2025

NEW ANTENNA SCHEDULEANTENNAMANUFACTURERMODELTECHNOLOGYAZIMUTHRADCENTERTMA / RRU A1ALPHA

SECTOR GAMMABETA

EXISTING ANTENNA SCHEDULE
A2
ANTENNAMANUFACTURERMODELTECHNOLOGYANTENNA SPEC'SWEIGHT (LBS)DIMENSIONS (LxWxD)AZIMUTHRADCENTERTMA / RRU A3A4B1B2B3B4C1C2C3C4
A1ALPHA

SECTOR GAMMABETA
A2A3A4B1B2B3B4C1C2C3C4

ANTENNA SPEC'SWEIGHTDIMENSIONSCABLESTATUS, TYPE AND LENGTH CABLESTATUS, TYPE AND LENGTH MOUNT ANALYSIS NOTES:·THE DESIGN DEPICTED IN THESE DRAWINGS IS VALID WHEN ACCOMPANIED BY ACORRESPONDING PASSING MOUNT ANALYSIS COMPLETED BY OTHERS·CONSTRUCTION MANAGER / GENERAL CONTRACTOR SHALL REVIEW THE MOUNTANALYSIS FOR ANY CONDITIONS PRIOR TO INSTALLATION·ANY REQUIRED MOUNT MODIFICATION DESIGN OR MOUNT REPLACEMENTSHALL BE APPROVED BY THE EOR·6"-8" SEPARATION FROM THE BACK OF THE ANTENNA TO THE RRU IS REQUIRED.

LQN90% CD - ISSUED FOR REVIEWJDJ07/09/20240 DRWNREV DESCRIPTIONQADATE A-3
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SHEET NUMBER:

ISSUED FOR:

SHEET NAME:

ANTENNA PLANS
2NEW ANTENNA PLAN1
N
WSE
N
WSE
EXISTING ANTENNA PLAN24"x36" SCALE: 1/2" = 1'-0"11"x17" SCALE: 1/4" = 1'-0"0' 2' 4' 6' 24"x36" SCALE: 1/2" = 1'-0"11"x17" SCALE: 1/4" = 1'-0"0' 2' 4' 6' SECTOR A20.00° AZ
SECTOR B80.00° AZ
SECTOR C200.00° AZ
(E) T-MOBILE 5' PANEL ANTENNATO BE REMOVED AND REPLACED(3 TOTAL, 1 PER SECTOR)(SBNHH-1D65A-SR)(E) T-MOBILE DIPLEXER TO BE REMOVED(3 TOTAL, 1 PER SECTOR) (E) T-MOBILE TMA TO BE REMOVED(3 TOTAL, 1 PER SECTOR)(STYLE 3C - PCS/AWS) (E) T-MOBILE FAUX PALM BALL TOBE REMOVED AND REPLACED
(E) 68'-0" HIGH MONOPALM
A1
B1
C1
(E) T-MOBILE SMART BIAS T TO BEREMOVED (3 TOTAL, 1 PER SECTOR) ±5'-0" Ø
@ RAD CENTER 55'-0"
55'-0"(1) SMART BIAS T(1) TMA - STYLE 3C - PCS/AWS(1) TWIN DIPLEXER ---
---
---
20°
80°
200°
--
--
--
L700 / L1900 / L2100 ---------
---------
---------
(E) (8) 7/8" COAX CABLE - 85'
NOTES:·LEAF COMMUNICATIONS MAKES NO CLAIM AS TO THE CORRECTNESS OF THE ORIGINALDESIGN OR THE CURRENT CONDITION OF THE STRUCTURE, WHICH IS ASSUMED TO BE INGOOD CONDITION, FREE OF DAMAGE AND DETERIORATION·CONTRACTOR TO VERIFY LOCATION OF ALL EXISTING EQUIPMENT PRIOR TO CONSTRUCTION·LEAF COMMUNICATIONS DID NOT PERFORM ANY ANALYSIS ON THE FRP DESIGN OR ITSCONNECTIONS. THE FRP DESIGN IS COMPLETED BY OTHERS··ANTENNA FRP ENCLOSURE TO HAVE PROPER VENTILATION AT TOP, BOTTOM AND SIDES·NEW FRP ENCLOSURE SHALL BE PAINTED TO MATCH EXISTING CONDITIONS ---------
ANDREWSBNHH-1D65A-SR (HEXA)33.51 LBS55.63"x11.85"x7.08"-- -- ---- -- ---- -- --ANDREWSBNHH-1D65A-SR (HEXA)33.51 LBS55.63"x11.85"x7.08"-- -- ---- -- ---- -- --ANDREWSBNHH-1D65A-SR (HEXA)33.51 LBS55.63"x11.85"x7.08"-- -- ---- -- ---- -- -- --
--
--
--
--
--
------
55'-0"
------
55'-0"
------
(1) SMART BIAS T(1) TMA - STYLE 3C - PCS/AWS(1) TWIN DIPLEXER (1) SMART BIAS T(1) TMA - STYLE 3C - PCS/AWS(1) TWIN DIPLEXER (E) (8) 7/8" COAX CABLE - 85'
(E) (8) 7/8" COAX CABLE - 85'
L700 / L1900 / L2100---------L700 / L1900 / L2100--------- (N) T-MOBILE 3' PANEL ANTENNAMOUNTED TO (E) PIPE MOUNT(3 TOTAL, 1 PER SECTOR)(AIR6419 B41), RAD CENTER 56'-6" (E) 68'-0" HIGH MONOPALM
1,5D-1
(N) T-MOBILE 6' PANEL ANTENNAMOUNTED TO (N) PIPE MOUNT(3 TOTAL, 1 PER SECTOR)(APXVAALL18_43-U-NA20), RADCENTER 55'-0"(N) T-MOBILE RRU STACKMOUNTED BEHIND ANTENNA(6 TOTAL, 2 PER SECTOR)(RADIO 4460 B25+B66)(RADIO 4480 B71+B85) 2,5D-1
3,5D-14,5D-1
A1
A2 B1
B2
@ RAD CENTER 55'-0" & 56'-6"
SECTOR A300.00° AZ
SECTOR B60.00° AZ
SECTOR C180.00° AZ
(N) PALM FROND SHROUD,BY OTHERS1S1
±10'-0"(N) PALM FROND SHROUD, BY OTHERS
(N) T-MOBILE ANTENNASECTOR MOUNT
C2 C1
(N) (8) JUMPER 8 FT SUREFLEX(N) (8) FIBER JUMPER - 5M(N) (1) HCS 6X24 4AWG - 30M ERICSSONAIR6419 B41 (M-MIMO)83.00 LBS36.25"x20.91"x6.97"RFSAPXVAALL18_43-U-NA20 (OCTO)92.60 LBS72.00"x24.00"x8.50"-- -- ---- -- -- RFSAPXVAALL18_43-U-NA20 (OCTO)92.60 LBS72.00"x24.00"x8.50"-- -- ---- -- -- RFSAPXVAALL18_43-U-NA20 (OCTO)92.60 LBS72.00"x24.00"x8.50"-- -- ---- -- -- N2500L700 / L600 / N600L2100 / L1900 / N1900------N2500 ------N2500
------
56'-6"
---
300°
---- ---55'-0"
---
60°
---- ---55'-0"
---
180°
---- ---180°55'-0"
---(1) RRU 4480 B71+B85(1) RRU 4460 B25+B66---------(1) RRU 4480 B71+B85(1) RRU 4460 B25+B66---------(1) RRU 4480 B71+B85(1) RRU 4460 B25+B66------ ERICSSONAIR6419 B41 (M-MIMO)83.00 LBS36.25"x20.91"x6.97" ERICSSONAIR6419 B41 (M-MIMO)83.00 LBS36.25"x20.91"x6.97" 300°
60°
±9"
±9"
±9"
6"TYP.
±3'-7"
±3'-7"
±3'-7"
65°
65°
65°
65°
65°65°
L700 / L600 / N600L2100 / L1900 / N1900
L700 / L600 / N600L2100 / L1900 / N1900
(N) (8) JUMPER 8 FT SUREFLEX(N) (8) FIBER JUMPER - 5M(N) (1) HCS 6X24 4AWG - 30M (N) (8) JUMPER 8 FT SUREFLEX(N) (8) FIBER JUMPER - 5M(N) (1) HCS 6X24 4AWG - 30M 56'-6"
56'-6"
(N) T-MOBILE ANTENNASECTOR FRAME(3 TOTAL, 1 PER SECTOR)(SITEPRO1 RDS-23096)3D-3

City Council
13 –
8 10/21/2025

LQN90% CD - ISSUED FOR REVIEWJDJ07/09/20240 DRWNREV DESCRIPTIONQADATE A-4
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SHEET NUMBER:

ISSUED FOR:

SHEET NAME:

ELEVATIONS
21 NOTES:LEAF COMMUNICATIONS MAKES NO CLAIM AS TO THE CORRECTNESSOF THE ORIGINAL DESIGN OR THE CURRENT CONDITION OF THESTRUCTURE, WHICH IS ASSUMED TO BE IN GOOD CONDITION, FREE OFDAMAGE AND DETERIORATIONCONTRACTOR TO VERIFY LOCATION OF ALL EXISTING EQUIPMENTPRIOR TO CONSTRUCTIONANTENNAS TO BE CONCEALED WITH STEALTH FROND SKIRTSMONOPALM BY OTHERS NOT SHOWN FOR CLARITY 24"x36" SCALE: 3/16" = 1'-0"11"x17" SCALE: 3/32" = 1'-0"0' 5' 11' 16' 24"x36" SCALE: 3/16" = 1'-0"11"x17" SCALE: 3/32" = 1'-0"0' 5' 11' 16'NEW WEST ELEVATIONEXISTING WEST ELEVATION ±55'-0"RAD CENTER OF (E) T-MOBILE PANEL ANTENNAS
±57'-4"TOP OF (E) T-MOBILE PANEL ANTENNAS
±68'-0"TOP OF (E) MONOPALM

FINISHED GRADE
±55'-0"RAD CENTER OF (N) T-MOBILE PANEL ANTENNAS
±58'-0"TOP OF (N) T-MOBILE PANEL ANTENNAS
±68'-0"TOP OF (E) MONOPALM

FINISHED GRADE
±56'-6"RAD CENTER OF (N) T-MOBILE PANEL ANTENNAS
(E) T-MOBILE 68'-0" HIGHMONOPALM
(E) LIGHT POLE
(E) T-MOBILE EQUIPMENTSHELTER ENCLOSURE
(E) T-MOBILE 4' PANEL ANTENNATO BE REMOVED AND REPLACED(3 TOTAL, 1 PER SECTOR)(SBNHH-1D65A-SR)(E) T-MOBILE FAUX PALM BALLTO BE REMOVED AND REPLACED (E) T-MOBILE 68'-0" HIGHMONOPALM
(E) LIGHT POLE
(E) T-MOBILE EQUIPMENTSHELTER ENCLOSURE
(E) T-MOBILE DIPLEXER TO BE REMOVED(3 TOTAL, 1 PER SECTOR)(TWIN DIPLEXER) (E) T-MOBILE TMA TO BE REMOVED(3 TOTAL, 1 PER SECTOR)(TMA - STYLE 3C - PCS/AWS) (N) T-MOBILE 3' PANEL ANTENNAMOUNTED TO (E) PIPE MOUNT(3 TOTAL, 1 PER SECTOR)(AIR6419 B41) (N) T-MOBILE 6' PANEL ANTENNAMOUNTED TO (N) PIPE MOUNT(3 TOTAL, 1 PER SECTOR)(APXVAALL18_43-U-NA20)2,5D-1 1,5D-1
(N) 10'-0"X10'-0" FAUXPALM BALL, BYOTHERS
(N) PALM FROND SHROUD,BY OTHERS
10'-0"
10'-0"
(N) T-MOBILE RRU STACKMOUNTED BEHIND ANTENNA(3 TOTAL, 1 PER SECTOR)(RADIO 4480 B71+B85)(N) T-MOBILE RRU STACKMOUNTED BEHIND ANTENNA(3 TOTAL, 1 PER SECTOR)(RADIO 4460 B25+B66) 3,5D-1
4,5D-1

City Council
13 –
9 10/21/2025

LQN90% CD - ISSUED FOR REVIEWJDJ07/09/20240 DRWNREV DESCRIPTIONQADATE A-5
IT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS THEY ARE ACTING UNDER THE DIRECTIONOF A LICENSED PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT.

SHEET NUMBER:

ISSUED FOR:

SHEET NAME:

ELEVATIONS
21 NOTES:LEAF COMMUNICATIONS MAKES NO CLAIM AS TO THE CORRECTNESSOF THE ORIGINAL DESIGN OR THE CURRENT CONDITION OF THESTRUCTURE, WHICH IS ASSUMED TO BE IN GOOD CONDITION, FREE OFDAMAGE AND DETERIORATIONCONTRACTOR TO VERIFY LOCATION OF ALL EXISTING EQUIPMENTPRIOR TO CONSTRUCTIONANTENNAS TO BE CONCEALED WITH STEALTH FROND SKIRTSMONOPALM BY OTHERS NOT SHOWN FOR CLARITY 24"x36" SCALE: 3/16" = 1'-0"11"x17" SCALE: 3/32" = 1'-0"0' 5' 11' 16' 24"x36" SCALE: 3/16" = 1'-0"11"x17" SCALE: 3/32" = 1'-0"0' 5' 11' 16'NEW SOUTH ELEVATIONEXISTING SOUTH ELEVATION ±55'-0"RAD CENTER OF (E) T-MOBILE PANEL ANTENNAS
±57'-3"TOP OF (E) T-MOBILE PANEL ANTENNAS
±68'-0"TOP OF (E) MONOPALM

FINISHED GRADE
±55'-0"RAD CENTER OF (N) T-MOBILE PANEL ANTENNAS
±58'-0"TOP OF (N) T-MOBILE PANEL ANTENNAS
±68'-0"TOP OF (E) MONOPALM

FINISHED GRADE
±56'-6"RAD CENTER OF (N) T-MOBILE PANEL ANTENNAS
(E) T-MOBILE 4' PANEL ANTENNATO BE REMOVED AND REPLACED(3 TOTAL, 1 PER SECTOR)(SBNHH-1D65A-SR) (E) T-MOBILE FAUX PALM BALLTO BE REMOVED AND REPLACED
(E) MONOPOLE BY OTHERS
(E) T-MOBILE EQUIPMENTSHELTER ENCLOSURE
(E) BLEACHERS, TYP.
(N) T-MOBILE 3' PANEL ANTENNAMOUNTED TO (E) PIPE MOUNT(3 TOTAL, 1 PER SECTOR)(AIR6419 B41) (N) T-MOBILE RRU STACKMOUNTED BEHIND ANTENNA(3 TOTAL, 1 PER SECTOR)(RADIO 4480 B71+B85)(N) T-MOBILE RRU STACKMOUNTED BEHIND ANTENNA(3 TOTAL, 1 PER SECTOR)(RADIO 4460 B25+B66) (N) T-MOBILE 6' PANEL ANTENNAMOUNTED TO (N) PIPE MOUNT(3 TOTAL, 1 PER SECTOR)(APXVAALL18_43-U-NA20)2,5D-1 1,5D-1
(E) T-MOBILE 68'-0" HIGHMONOPALM
(E) MONOPOLE BY OTHERS
(E) T-MOBILE EQUIPMENTSHELTER ENCLOSURE
(E) BLEACHERS, TYP.
(E) T-MOBILE 68'-0" HIGHMONOPALM
(E) OTHER CARRIER'S FAUX PALMBALL
(E) OTHER CARRIER'S FAUX PALMBALL
(N) 10'-0"x10'-0" FAUXPALM BALL, BYOTHERS
(N) PALM FROND SHROUD,BY OTHERS
3,5D-1
4,5D-1

City Council
13 –
10 10/21/2025

LQN90% CD - ISSUED FOR REVIEWJDJ07/09/20240 DRWNREV DESCRIPTIONQADATE D-1
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ISSUED FOR:

SHEET NAME:

DETAILS
32 24"x36" SCALE: NTS11"x17" SCALE: NTS24"x36" SCALE: NTS11"x17" SCALE: NTS 624"x36" SCALE: NTS11"x17" SCALE: NTS
124"x36" SCALE: NTS11"x17" SCALE: NTS
924"x36" SCALE: NTS11"x17" SCALE: NTS
524"x36" SCALE: NTS11"x17" SCALE: NTS
824"x36" SCALE: NTS11"x17" SCALE: NTS
424"x36" SCALE: NTS11"x17" SCALE: NTS
724"x36" SCALE: NTS11"x17" SCALE: NTS
MANUFACTURER: RFSMODEL: HB158-21U6S24-50MCABLE: HYBRIFLEX RRH HYBRID CABLESOLUTION 6X24DIMENSIONS, OD in: 1.996"WEIGHT: 2.3 LB/FT

NEW HYBRID CABLE DETAIL

CORRUGATED ALUMINUM ARMOR

DC POWER CONDUCTORS

FIBER OPTIC CABLE PAIRS

OUTER SHEATH
NOTE:ANTENNA NOT SHOWN FOR CLARITYNOTE:ALL PIPES BRACKETS ANDMISCELLANEOUS HARDWARE TO BEGALVANIZED UNLESS NOTED OTHERWISE (N)/(E) 3"Ø SCH 40,ANTENNA PIPE MAST
(N) PIPE MOUNTBRACKET (TYP OF 2)
(N) RRUMOUNTING PLATE
(N) RRU
(N)/(E) 3"Ø SCH 40,ANTENNA PIPE MAST
(N) ANTENNAMOUNTING BRACKET
(N) PANEL ANTENNA
(N) ANTENNAMOUNTING BRACKET
(N) RRU

ANTENNA AND RRU MOUNTING DETAIL

NEW ANTENNA DETAIL
MANUFACTURER: RFSMODEL: APXVAALL18_43-U-NA20DIMENSIONS, HxWxD in: 72.00"x24.00"x8.50"WEIGHT: 92.60 LBS

72.00"

8.50"

72.00"8.50"

24.00"

TOP VIEW

FRONT VIEWSIDE VIEW NEW RRU DETAIL
MANUFACTURER: ERICSSONMODEL: RADIO 4480 B71+B85DIMENSIONS, HxWxD in: 21.8x15.7x7.5WEIGHT: 93 LB

TOP VIEW

FRONT VIEW

18.82"7.5"

15.7"

15.7"
SIDE VIEW21.8"

7.5"

2.95"

NEW RRU DETAIL
MANUFACTURER: ERICSSONMODEL: RADIO 4460 B25+B66DIMENSIONS, HxWxD in: 17.0x15.1x11.9WEIGHT: 109 LB

TOP VIEW

FRONT VIEW

17.0"11.9"

15.1"

15.1"
SIDE VIEW17.0"

11.9"

6.97"

ANTENNA DETAIL
MANUFACTURER: ERICSSONMODEL: AIR 6419 B41DIMENSIONS, HxWxD in: 36.25"x20.91"x6.97"WEIGHT: 83.00 LBS

TOP VIEW

FRONT VIEWSIDE VIEW

20.91"6.97"

36.25"

20.91"

NOT USED NOT USED

NOT USED

City Council
13 –
11 10/21/2025

LQN90% CD - ISSUED FOR REVIEWJDJ07/09/20240 DRWNREV DESCRIPTIONQADATE D-2
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SHEET NAME:

DETAILS
32 24"x36" SCALE: NTS11"x17" SCALE: NTS24"x36" SCALE: NTS11"x17" SCALE: NTS 624"x36" SCALE: NTS11"x17" SCALE: NTS
124"x36" SCALE: NTS11"x17" SCALE: NTS
424"x36" SCALE: NTS11"x17" SCALE: NTS
724"x36" SCALE: NTS11"x17" SCALE: NTS
PSU 4813 VOLTAGE BOOSTER

TOP VIEW
MANUFACTURER: ERICSSONMODEL: PSU 4813DIMENSIONS, HxWxD in: 1.75"x19.00"x14.30"TOTAL WEIGHT: 17.30 LBSOPERATING TEMPERATURE: -40 TO +60°CINPUT VOLTAGE: -38 TO -58.5 VOLTSINPUT CURRENT, MAX: 200AFUSE RATING: 30A, 40A, OR 50A 19"

14.3"

1.75"FRONT VIEWSIDE VIEW

14.3"
NEW POWER 6230 ENCLOSURE

FRONT VIEWSIDE VIEW
MANUFACTURER: ERICSSONMODEL: POWER 6230DIMENSIONS, HxWxD in: 10.5"x19"x15.5" ±10.5"
±10.5"
±19"±15.5"

TOP VIEW
±19"
±15.5"
ERICSSON RAN PROCESSOR 6651 DETAIL

A B ABCD GHJK M NPQ VV V

TOP VIEW
MANUFACTURER: ERICSSONMODEL: RP6651DIMENSIONS, HxWxD in: 1.75"x19.00"x13.80"TOTAL WEIGHT: 16.53 LBS

FRONT VIEW

1.75"13.80"

19.00"
A BCD

AA BAB AB ABCD E FGHJK L M NPQ V V VV
7250 ROUTER DETAIL

TOP VIEW
MANUFACTURER: NOKIAMODEL: 7250 IXRE ROUTERDIMENSIONS, HxWxD in: 1.75"x17.25"x10.00"SERVICE INTERFACES:600Gb/s2 x QSFP28/QSFP+ 1000/40GE8 x SFP25/SRF+/SFP 25/10/1G324 x SFP+/SFP 10/1GE240 Gb/S14 x SFP+/SFP 10/1GE4 x RF-45 100/1000 Mb/s

17.25"
10"

1.75"FRONT VIEW

MOVEABLE BRACKETS

FAN MODULE
POWER 6230 BATTERY RACK SPECIFICATION

27.6"

49.3"

23.6"

PLAN VIEW

FRONT VIEWSIDE VIEW
COOPER B-LINE SB556084DIMENSIONS

FRONT VIEW

PLAN VIEW / BOLT HOLE PATTERN

SIDE VIEW
524"x36" SCALE: NTS11"x17" SCALE: NTS19" RACK DETAIL
19" RACK ANCHORAGE
NOTE:VERIFY WITH RACK MANUFACTURERFOR MOUNTING HOLE LOCATIONS (N) 1/2"Ø HILTI KB-TZ2 CARBONEXPANSION ANCHOR W/MIN.OF 2" EMB., ESR 4266 (4 TOTAL) (N) RACK
(E) 6" SHELTER CONCRETE FLOOR,V.I.F.

City Council
13 –
12 10/21/2025

LQN90% CD - ISSUED FOR REVIEWJDJ07/09/20240 DRWNREV DESCRIPTIONQADATE D-3
IT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS THEY ARE ACTING UNDER THE DIRECTIONOF A LICENSED PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT.

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ISSUED FOR:

SHEET NAME:

DETAILS
324"x36" SCALE: NTS11"x17" SCALE: NTS
424"x36" SCALE: NTS11"x17" SCALE: NTS
724"x36" SCALE: NTS11"x17" SCALE: NTSNOT USED
ANTENNA MOUNT SITEPRO1 RDS-23096124"x36" SCALE: NTS11"x17" SCALE: NTS

NOT USED

NOT USED
PARTS LISTITEM QTY3
6 122345678910111213141516
15 2-7/8" MOUNTING PIPESASSEMBLY "A" PART NO "B"RDS-23072RDS-23084RDS-23096P3072P3084P3096 A 12B
8345
345
X2X2
9 7DETAIL A
TOLERANCE NOTESTOLERANCES ON DIMENSIONS, UNLESS OTHERWISE NOTED ARE:SAWED, SHEARED AND GAS CUT EDGES (± 0.030")DRILLED AND GAS CUT HOLES (± 0.030") - NO CONING OF HOLESLASER CUT EDGES AND HOLES (± 0.010") - NO CONING OF HOLESBENDS ARE ± 1/2 DEGREEALL OTHER MACHINING (± 0.030")ALL OTHER ASSEMBLY (± 0.060")A REDRAWN IN INVREV DESCRIPTION OF REVISIONSREVISION HISTORYKC8 5/22/2012CPD BY DATEPROPRIETARY NOTE:THE DATA AND TECHNIQUES CONTAINED IN THIS DRAWING ARE PROPRIETARY INFORMATION OF VALMONTINDUSTRIES AND CONSIDERED A TRADE SECRET. ANY USE OR DISCLOSURE WITHOUT THE CONSENT OFVALMONT INDUSTRIES IS STRICTLY PROHIBITED.

DESCRIPTIONMONOPOLEDOUBLE SUPPORTARM KIT valmontCPD NO.4546CLASS SUB81 01 DRAWN BYCEK6/30/2015DRAWING USAGECUSTOMERCHECKED BY
ENG. APPROVAL
BMC 6/30/2015
PART NO.

DWG. NO.RDS-23XXRDS-23XX
EngineeringSupport Team:1-888-753-7446
10111213
X2X2X2
121314
X2X2X2DETAIL B
Locations:New York, NYAtlanta, GALos Angeles, CAPlymouth, INSalem, ORDallas, TX 16 10121314
X2X2X2
PART DESCRIPTION "C"2 7/8" O.D. VERTICAL MOUNTING PIPE2 7/8" O.D. VERTICAL MOUNTING PIPE2 7/8" O.D. VERTICAL MOUNTING PIPE LENGTH "D" UNIT WEIGHT " NET WEIGHT "F TOTAL WEIGHT422.82#493.32#563.76#72"84"96"70.47#82.22#93.96# 885.61#956.11#1026.55# 9930303033121212660606066
PART NO.X-LWRMG58R-48G58R-24A58FWG58LWA58NUTP348X-WWM01A582112X-UB1300X-UB1306X-UB1358G12FWG12LWG12NUTBX-SP219 PART DESCRIPTIONRING MOUNT WELDMENT5/8" x 48" THREADED ROD (HDG.)5/8" x 24" THREADED ROD (HDG.)5/8" HDG A325 FLATWASHER5/8" HDG LOCKWASHER5/8'' HDG A325 HEX NUT3-1/2" X 48" SCH 40 GALVANIZED PIPE8" STAND-OFF ARM / WALL MOUNT5/8'' x 2-1/2" HDG A325 HEX BOLT1/2" X 3" X 5" X 2" GALV U-BOLT1/2" X 3-5/8" X 6" X 3" GALV U-BOLT1/2" X 3-5/8" X 5-1/2" X 3" GALV U-BOLT1/2" HDG USS FLATWASHER1/2" HDG LOCKWASHER1/2'' HDG HEAVY 2H HEX NUTCSMALL SUPPORT CROSS PLATE 482.5
LENGTHUNIT WT.68.810.400.400.030.030.13
D8.250 in

31.8918.120.330.740.830.770.030.010.07E8.61
NET WT.206.423.593.591.020.783.9095.6854.374.018.869.944.632.040.834.30F51.66 PAGE1 OF 2
12" TO 45"POLE DIAMETER

POLE DIAMETER(REF)
18"(REF)
41"(TYP.)
"D"/2
LENGTH"D"(SEE TABLEON SHT 1)ADJUSTABLE
TOLERANCE NOTESDESCRIPTIONTOLERANCES ON DIMENSIONS, UNLESS OTHERWISE NOTED ARE:SAWED, SHEARED AND GAS CUT EDGES (± 0.030")DRILLED AND GAS CUT HOLES (± 0.030") - NO CONING OF HOLESLASER CUT EDGES AND HOLES (± 0.010") - NO CONING OF HOLESBENDS ARE ± 1/2 DEGREEALL OTHER MACHINING (± 0.030")ALL OTHER ASSEMBLY (± 0.060")A REDRAWN IN INVREV DESCRIPTION OF REVISIONSREVISION HISTORYKC8 5/22/2012CPD BY DATEPROPRIETARY NOTE:THE DATA AND TECHNIQUES CONTAINED IN THIS DRAWING ARE PROPRIETARY INFORMATION OF VALMONTINDUSTRIES AND CONSIDERED A TRADE SECRET. ANY USE OR DISCLOSURE WITHOUT THE CONSENT OFVALMONT INDUSTRIES IS STRICTLY PROHIBITED.

MONOPOLEDOUBLE SUPPORTARM KIT valmontCPD NO.4546CLASS SUB81 01 DRAWN BYCEK6/30/2015DRAWING USAGECUSTOMERCHECKED BY
ENG. APPROVAL
BMC 6/30/2015
PART NO.

DWG. NO.RDS-23XXRDS-23XX
EngineeringSupport Team:1-888-753-7446
Locations:New York, NYAtlanta, GALos Angeles, CAPlymouth, INSalem, ORDallas, TX PAGE2 OF 2

City Council
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13 10/21/2025

LQN90% CD - ISSUED FOR REVIEWJDJ07/09/20240 DRWNREV DESCRIPTIONQADATE CD-1
IT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS THEY ARE ACTING UNDER THE DIRECTIONOF A LICENSED PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT.

SHEET NUMBER:

ISSUED FOR:

SHEET NAME:

CABLING DIAGRAM
124"x36" SCALE: NTS11"x17" SCALE: NTSCABLING DIAGRAM

City Council
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14 10/21/2025

(E) T-MOBILE CONDUITSTUB UPS
(E) ACCESS DOOR
(E) T-MOBILE GEN. PLUG
(E) T-MOBILE PPC
(E) T-MOBILE DISCONNECTSWITCH
(E) T-MOBILE TRANSFORMER
(E) T-MOBILE A/C UNIT(2 TOTAL)
(E) ROOF LINE
(E) CONCRETESTEP
(E) T-MOBILE GPSANTENNA
(E) T-MOBILE CABLE LADDER
LQN90% CD - ISSUED FOR REVIEWJDJ07/09/20240 DRWNREV DESCRIPTIONQADATE G-1
IT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS THEY ARE ACTING UNDER THE DIRECTIONOF A LICENSED PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT.

SHEET NUMBER:

ISSUED FOR:

SHEET NAME:

GROUNDING PLAN
(E) MASTER GROUND BUS BAR(FIELD VERIFY LOCATION)
AWG #6 GROUND WIRE, TYP.

MECHANICAL CONNECTION, TYP.

GROUNDING NOTES 3

ANTENNA / RRU GROUND DETAIL
224"x36" SCALE: NTS11"x17" SCALE: NTSEQUIPMENT GROUNDING PLAN 124"x36" SCALE: NTS11"x17" SCALE: NTS

1.ALL DETAILS ARE SHOWN IN GENERAL TERMS. ACTUAL GROUNDING INSTALLATION AND CONSTRUCTION MAY VARYDUE TO SITE SPECIFIC CONDITIONS.2.GROUND ALL ANTENNA BASES, FRAMES, CABLE RUNS, AND OTHER METALLIC COMPONENTS USING #2 GROUND WIRESAND CONNECT TO SURFACE MOUNTED GROUND BUS BARS AS SHOWN. FOLLOW ANTENNA AND BTS MANUFACTURER'SPRACTICES FOR GROUNDING REQUIREMENTS. GROUND COAX SHIELD AT BOTH ENDS USING MANUFACTURERSPRACTICES. ALL UNDERGROUND WATER PIPES, METAL CONDUITS AND GROUNDS THAT ARE A PART OF THIS SYSTEMSHALL BE BONDED TOGETHER.3.ALL GROUND CONNECTIONS SHALL BE #2 AWG U.N.O. ALL WIRES SHALL BE COPPER THHN/THWN. ALL GROUND WIRESHALL BE SOLID TIN COATED OR STRANDED GREEN INSULATED WIRE.4.CONTRACTOR TO VERIFY AND TEST GROUND TO SOURCE, 5 OHMS MAXIMUM. PROVIDE SUPPLEMENT GROUNDINGRODS AS REQUIRED TO ACHIEVE SPECIFIED OHMS READING. GROUNDING AND OTHER OPTIONAL TESTING WILL BEWITNESSED BY THE T-MOBILE REPRESENTATIVE.5.NOTIFY ARCHITECT/ENGINEER IF THERE ARE ANY DIFFICULTIES INSTALLING GROUNDING SYSTEM DUE TO SITE SOILCONDITIONS.6.BARE GROUNDING CONDUCTOR SHALL BE HARD DRAWN TINNED COPPER SIZES AS NOTED ON PLAN.7.ALL HORIZONTALLY RUN GROUNDING CONDUCTORS SHALL BE INSTALLED MINIMUM 12" BELOW GRADE/FROST-LINEIN TRENCH, U.N.O., AND BACK FILL SHALL BE COMPACTED AS REQUIRED BY ARCHITECT.8.ALL GROUND CONDUCTORS SHALL BE RUN AS STRAIGHT AND SHORT AS POSSIBLE, WITH A MINIMUM 12" BENDINGRADIUS NOT LESS THAN 90 DEGREES.9.ALL SUPPORT STRUCTURES, CABLE CHANNEL WAYS OR WIRE GUIDES SHALL BE BONDED TO GROUND SYSTEM AT APOINT NEAREST THE MAIN GROUNDING BUS "MGB" (OR DIRECTLY TO GROUND-RING).10.ACCEPTABLE CONNECTIONS FOR GROUNDING SYSTEM SHALL BE:a. BURNDY, HY-GRADE U.L. LISTED CONNECTORS FOR INDOOR USE OR AS APPROVED BY T-MOBILE PROJECT MANAGER.b. CADWELD, EXOTHERMIC WELDS (WELDED CONNECTIONS).c. TWO -(2) HOLE TINNED COPPER COMPRESSION (LONG BARREL) FITTINGS (BUS BAR CONNECTIONS).11.ALL CRIMPED CONNECTIONS SHALL HAVE EMBOSSED MANUFACTURER'S DIEMARK VISIBLE AT THE CRIMP (RESULTINGFROM USE OF PROPER CRIMPING DEVICES).12.PRIOR TO ANY LUG-BUSSBAR CONNECTIONS, THE BUSSBAR SHALL BE CLEANED BY USE OF "SCOTCH-BRITE' OR PLAINSTEEL WOOL AS TO REMOVE ALL SURFACE OXIDATION AND CONTAMINANTS. A COATING OF "NO-OX-ID" SHALL BEAPPLIED TO THE CONNECTION SURFACES.13.ALL CONNECTION HARDWARE SHALL BE TYPE 316 SS (NOT ATTRACTED TO MAGNETS).14.THE GROUND RING SHALL BE INSTALLED 24" MINIMUM BEYOND ANY BUILDING DRIP LINE.15.ELECTRICAL SERVICE EQUIPMENT GROUNDING SHALL COMPLY WITH NEC, ARTICLE 240-82 AND SHALL BOND ALLEXISTING AND NEW GROUNDING ELECTRODES. NEW GROUNDING ELECTRODE SHALL INCLUDE BUT NOT LIMITEDTO GROUND RODS, GROUND RING IF SERVICE IS WITHIN THE RADIO EQUIPMENT LOCATION, BUILDING STEEL IFAPPLICABLE, COLD WATER CONNECTIONS MUST BE MADE ON THE STREET SIDE OF MAIN SHUT-OFF VALVE. 24"x36" SCALE: 1/2" = 1'-0"11"x17" SCALE: 1/4" = 1'-0"0' 2' 4' 6' N
WSE
(E) T-MOBILE TELCO BOARD
(N) T-MOBILE SUBPANEL
(N) T-MOBILE EQUIPMENT:(1) POWER 6230 BATTERY RACK
(N) T-MOBILE 19" RACK

City Council
13 –
15 10/21/2025

LQN90% CD - ISSUED FOR REVIEWJDJ07/09/20240 DRWNREV DESCRIPTIONQADATE E-1
IT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS THEY ARE ACTING UNDER THE DIRECTIONOF A LICENSED PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT.

SHEET NUMBER:

ISSUED FOR:

SHEET NAME:

SLD & PANEL SCHEDULE
124"x36" SCALE: NTS11"x17" SCALE: NTSNEW SUBPANEL SINGLE LINE DIAGRAM

FROM (E) POWER SOURCE
M
2P100A(E)
(E)
(E)
(E) METER/MAIN,480V, 1ϕ, 3W, 200A
NOTE:1.(E) CONDUITS/CONDUCTORS TO BE REPLACED AS SHOWN ON SINGLE LINEDIAGRAM. KEEP THE SAME ROUTING NORMALSOURCE2P/200AALT. SOURCE2P/200A
(E) GENERATORRECEPTACLE
(E) 200A PPC MOUNTEDAT EQUIPMENT AREA

MECHANICAL INTERLOCK
(E) (E) (E)

TO (E) LOADS
(E)
2P100A(N)
224"x36" SCALE: NTS11"x17" SCALE: NTS
324"x36" SCALE: NTS11"x17" SCALE: NTS
NEW SINGLE-PHASE, PANEL BO (5)
(E)
(E) 50KVA480V:240/120V
2P25A(N)
PWR6230(N) POWERRACK
(N)2P25A(N)2P25A(N) 2P25A
(N) SUBPANEL
1 1/2"C, 3#1, #6 GRND
FUSED DIS.SWITCH

City Council
13 –
16 10/21/2025

02/20/2025

City Council
13 –
17 10/21/2025

02/20/2025

City Council
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18 10/21/2025

02/20/2025

City Council
13 –
19 10/21/2025

02/20/2025

City Council
13 –
20 10/21/2025

FIRST AMENDMENT TO LEASE AGREEMENT BETWEEN THE CITY OF SANTA ANA AND ROYAL STREET COMMUNICATIONS. LLC REGARDING COMMUNICATION

TOWER FACILITIES AT JEROME PARK
THIS FIRST AMENDMENT to the above-referenced lease agreement is entered into on October 21, 2025, by and between T-Mobile West LLC, a Delaware limited liability company ("LESSEE"), and the City of Santa Ana, a charter city and municipal corporation organized and existing under the Constitution and laws of the State of California ("LESSOR").

RECITALS
A. The City and Royal Street Communications, LLC ("Royal Street"), a Delaware limited liability company, entered into Lease Agreement No. A-2007-042 ("A!Jeement") dated February 20, 2007, for Royal Street's use of a portion of real property ("Premises"), commonly known as Jerome Park and located at2115 W. McFadden Ave., Santa Ana, CA 92704, APN: 109-050-30 ("Property"), as further described in Exhibit A-1 of this First Amendment.

B. By a letter dated, August 10, 2016, the City received notification from LESSEE that it was a successor in interest to Royal Street for the site located at 2115 W. McFadden Ave., Santa Ana, CA 92704, upon which LESSEE operates wireless antenna facilities.

C. The parties now wish to amend the Agreement to allow LESSEE to expand its use of the Premises.

The Parties therefore agree:
'

1. Section 4A, RENT, is hereby amended to reflect:

Beginning on the first (1st) day of the month following the date upon which a building permit for the improvements depicted in Exhibit B-1 of this First Amendment is issued by the City of Santa Ana, LESSEE'S annual rent shall be increased by four-thousand, eight hundred and 00/100 dollars ($4,800.00) to be paid in equal monthly installments of four hundred and 00/100 dollars ($400.00) per month on the first day of the month, in advance, to LESSOR or to such other person, firm or place as the LESSOR may, from time to time, designate in writing at least thirty (3 0) days in advance of any rental payment date. The increased rent, as specified in this Section, shall be subject to the annual rent increases described in Section 5 of the Agreement.

2. Section 10, USE, is hereby amended to reflect:

In addition to the terms as referenced in the Agreement, the Agreement is hereby amended to grant LESSEE the use of the Premises as depicted in Exhibit B-1 of this First Amendment

3. Except as modified by this First Amendment, all terms and conditions of the Agreement shall remain in full force and effect.

Page 1 of 2 ends

City Council
13 –
21 10/21/2025

SIGNATURE PAGE FORFIRST AMENDMENT TO LEASE AGREEMENT BETWEEN THE CITY OF SANTA ANA AND ROYAL STREET COMMUNICATIONS, LLC REGARDING COMMUNICATION TOWER FACILITIES AT JEROME PARKIN WITNESS WHEREOF, the parties hereto have executed this First Amendment to theAgreement on the date and year first written above.Alvaro NuezCity ManagerT-MOBILE WESTLLCName:Title:Jennifer L. HallCity ClerkAPPROVED AS TO FORMSONIA R. CARVALHO, City Attorney By:____________________________ Brandon SalvatierraDeputy City AttorneyRECOMMENDED FOR APPROVAL_____________________________Executive DirectorPublic Works Agency y:______________________________________________________________________________________________________________________________________________ rananananananananananandodododododododododoodoonn Salvatierra

City Council
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22 10/21/2025

EXHIBIT A-1

City Council
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23 10/21/2025

STRUCTURAL ANALYSIS: VECTOR STRUCTURAL ENGINEERSDATED: 08/23/2021ANCHORAGE CALCULATIONS: VECTOR STRUCTURAL ENGINEERS:DATED: 08/23/2021MOUNT ANALYSIS: LEAF COMMUNICATIONSDATED: 08/21/2021RFDS REVISION: 7DATED: 07/08/2022 HEAD NORTHEAST TOWARD MCGAW AVE.TURN LEFT TOWARD MCGAW AVE.TURN LEFT TOWARD MCGAW AVE.TURN RIGHT TOWARD MCGAW AVE.TURN LEFT AT THE 1ST CROSS STREET ONTO MCGAW AVE.USE THE 2ND FROM THE LEFT LANE TO TURN LEFT ONTORED HILL AVE.TURN RIGHT ONTO MACARTHUR BLVD.TURN RIGHT ONTO S BRISTOL ST.TURN LEFT ONTO W MCFADDEN AVE.TURN RIGHT TOWARD S CENTER ST.TURN LEFT ONTO S CENTER ST.2115 W MCFADDEN AVE, SANTA ANA, CA 92704PROJECT: T-MOBILE ANCHOR / 67E5D998E P6230GROUND ELEVATION:33.73598889/-117.89790800 (NAD83)LATITUDE/LONGITUDE:CITY OF SANTA ANAJURISDICTION:O - OPEN SPACECURRENT ZONING:±69'PROPERTY OWNER:APPLICABLE CODESPROJECT TEAMA&E CONTACT:LEAF COMMUNICATIONS1000 CALLE CORDILLERA,SAN CLEMENTE, CA 92673LONG NGUYEN - (949) [email protected] INFORMATIONSHEET #DRAWING INDEXSHEET DESCRIPTIONVICINITY MAPSITE ACQUISITIONCONTACT:ENGINEER OFRECORD CONTACT:CALL CALIFORNIA ONE CALL(800) 422-4133CALL 3 WORKING DAYSBEFORE YOU DIG!RVECTOR STRUCTURAL ENGINEERS651 W. GALENA PARK BLVD, STE 101DRAPER, UT 84020WELLS L. HOLMES, S.E. - (801) 990-1775ALL DRAWINGS CONTAINED HEREIN ARE FORMATTED FOR HALF SIZE.CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING DIMENSIONSAND CONDITIONS ON THE JOB SITE AND SHALL IMMEDIATELYNOTIFY THE ENGINEER IN WRITING OF ANY DISCREPANCIES BEFOREPROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME.PROJECT DESCRIPTIONDRIVING DIRECTIONS APPROVALSLANDLORD:(DATE)DEVELOP MGR:CONST MGR:ZONING MGR:RF ENGINEER:SITE DEVELOPMENTMANAGER CONTACT:T-1 TITLE SHEETT-2 GENERAL NOTESA-1 OVERALL SITE PLANA-2A-3 ANTENNA PLANSA-4 ELEVATIONSELEVATIONSD-1 DETAILSD-2 DETAILSTHE FOLLOWING PARTIES HEREBY APPROVE AND ACCEPT THESEDOCUMENTS AND AUTHORIZE THE CONTRACTOR TO PROCEED WITHTHE CONSTRUCTION DESCRIBED HEREIN. ALL CONSTRUCTIONDOCUMENTS ARE SUBJECT TO REVIEW BY THE LOCAL BUILDINGDEPARTMENT AND ANY CHANGES/MODIFICATIONS THEY MAY IMPOSE(DATE)(DATE)(DATE)(DATE)SAC REP:(DATE)FOPS:(DATE)APN #: 109-050-30SITE ADDRESS: 2115 W MCFADDEN AVESANTA ANA, CA 92704TELECOMMUNICATIONS FACILITYCURRENT USE:NO CHANGEPROPOSED USE:THE FACILITY IS UNMANNED AND NOTFOR CONTINUOUS HUMAN HABITATION.DISABLED/CHALLENED ACCESS IS NOTREQUIRED PER CBC 2022, SECTION 11B-203.4(LIMITED ACCESS SPACE)ACCESSIBILITYREQUIREMENTS:REFERENCE DOCUMENTS CITY OF SANTA ANAEQUIPMENT PLANSA-5CITY OF SANTA ANA888 WEST SANTA ANA BLVD., 2ND FLOORSANTA ANA, CA 92702RON ONO / (714) 571-4220APPLICANT:JACKIE LE - (949) [email protected] CABLING DIAGRAMSITEG-1 GROUNDING PLANLEAF COMMUNICATIONS1000 CALLE CORDILLERA,SAN CLEMENTE, CA 92673DEREK PATTON - (949) [email protected]. CALIFORNIA BUILDING STANDARDS CODE: 2022 TRIENNIAL EDITION OF TITLE24, WITH AN EFFECTIVE DATE OF JANUARY 1, 2023.PART 1 - CALIFORNIA ADMINISTRATIVE CODEPART 2 - CALIFORNIA BUILDING CODE, BASED ON THE 2021 INTERNATIONALBUILDING CODEPART 2.5 - CALIFORNIA RESIDENTIAL CODE, BASED ON THE 2021INTERNATIONAL RESIDENTIAL CODEPART 3 - CALIFORNIA ELECTRICAL CODE, BASED ON THE 2020 NATIONALELECTRICAL CODEPART 4 - CALIFORNIA MECHANICAL CODE, BASED ON THE 2021 UNIFORMMECHANICAL CODEPART 5 - CALIFORNIA PLUMBING CODE, BASED ON THE 2021 UNIFORMPLUMBING CODEPART 6 - CALIFORNIA ENERGY CODEPART 7 - VACANTPART 8 - CALIFORNIA HISTORICAL BUILDING CODEPART 9 - CALIFORNIA FIRE CODE, BASED ON THE 2021 INTERNATIONAL FIRECODEPART 10 - CALIFORNIA EXISTING BUILDING CODE, BASED ON THE 2021INTERNATIONAL EXISTING BUILDING CODEPART 11 - CALIFORNIA GREEN BUILDING STANDARDS CODE (CGBSC; ALSOKNOWN AS CALGREEN)PART 12 - CALIFORNIA REFERENCED STANDARDS CODE2. ANSI/TIA-222 (REV H)3. 2021 NFPA 101, LIFE SAFETY CODE4. 2022 NFPA 72, NATIONAL FIRE ALARM AND SIGNALING CODE5. 2022 NFPA 13, STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMSLQN90% CD - ISSUED FOR REVIEWJDJ0DRWNREVDESCRIPTIONQADATET-1IT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS THEY ARE ACTING UNDER THE DIRECTIONOF A LICENSED PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT.SHEET NUMBER:ISSUED FOR:SHEET NAME:

SITE NAME:LA0620 - JEROME PARKSITE NUMBER:LA93010A2115 W MCFADDEN AVESANTA ANA, CA 92704PROJECT:T-MOBILE ANCHOR /67E5D998E P6230T-MOBILE WEST CORP.2008 MCGAW AVENUEIRVINE, CA 92614DIRECTIONS FROM T-MOBILE OFFICE:(2008 MCGAW AVENUE, IRVINE, CA 92614)2008 MCGAW AVENUEIRVINE, CA 92614 T-MOBILE WEST CORP.2008 MCGAW AVENUEIRVINE, CA 92614
1000 HOLCOMB WOODS PKWY. STE 210ROSWELL, GA 30076OFFICE (678) 280-2325P. MARSHALL & ASSOCIATES LQN90% CD - REVISIONTT1LQN90% CD - REVISIONFA2TITLE SHEETL700 4X2 SOW1. ADD (1) ANTENNA SECTOR MOUNT2. ADD (3) OCTO-PORT RFS - APXVAALL18_43-U-NA20 6FT ANTENNA AT 47' RC3. ADD (3) RADIO 4480 B71+85 NEAR ANTENNAS, (1) PER SECTOR. USE (12) 4.3-10TO 4.3-10 COAX JUMPERS.4. (1) 6X24 HCS 30M, ADD (1) PSU 48135. (1) RP 6651 FOR N600/L700/L600/L21/L19 (MMBB)6. (1) PSU 4813 REQUIREDANCHOR SOW:7. REPLACE (3) SBNHH ANTENNAS WITH (3) AIR6419 B41 FOR L2.5 AT 55' RC.8. ADD (3) RADIO 4460 B25+B66 AT THE MID-BAND PORT OF THE OCTO-PORTANTENNAS (L21,1ST/2ND L19S). ADD NEW (12) 4.3-10 TO 4.3-10 COAX JUMPERS.9. ADD (1) 6230 AND (1) 19' RACK - REMOVE BOTH 6201 AND PTS8003 CABINETS.10. ADD (1) RP 6651 FOR L2.5 AND NR 2.5 IN THE NEW 19" RACK11. USE (2) 6X24 HCS 30M12. REMOVE ALL COAX LINES, DIPLEXERS AND BIAS-TSTMO Signatory Level:L06NLG-109545

City Council
13 –
24 10/21/2025

LQN90% CD - ISSUED FOR REVIEWJDJ0DRWNREVDESCRIPTIONQADATET-2IT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS THEY ARE ACTING UNDER THE DIRECTIONOF A LICENSED PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT.SHEET NUMBER:ISSUED FOR:SHEET NAME:

SITE NAME:LA0620 - JEROME PARKSITE NUMBER:LA93010A2115 W MCFADDEN AVESANTA ANA, CA 92704PROJECT:T-MOBILE ANCHOR /67E5D998E P62302008 MCGAW AVENUEIRVINE, CA 926141000 HOLCOMB WOODS PKWY. STE 210ROSWELL, GA 30076OFFICE (678) 280-2325P. MARSHALL & ASSOCIATES LQN90% CD - REVISIONTT1LQN90% CD - REVISIONFA2GENERAL NOTES21GENERAL NOTES24"x36" SCALE: NTS11"x17" SCALE: NTS24"x36" SCALE: NTS11"x17" SCALE: NTS ABBREVIATIONS:
2FIELD OPS NOTES24"x36" SCALE: NTS11"x17" SCALE: NTS3ABBREVIATIONS24"x36" SCALE: NTS11"x17" SCALE: NTSFIELD OPS NOTES:ANTENNAS ON STACKED SOLUTIONADD A NEW IXRE ROUTER2-ANTENNA PER SECTORREMOVE UNUSED CABINETS/EQUIPMENTADD (1) 6230 AND (1) 19" RACKADD (1) POWER6230 CABINET WITH BATTERY RACK WITH 4 PSU (1x25AMP ACBREAKER PER PSU)ADD (1) 6230 INDOOR BATTERY KITUPGRADE (1) GPS UPGRADE KIT INSIDE MAIN CABINET: 8 PORT GPS SPLITTER SAP 33559/CABLESADD (2) GPS 03 01 OVP'SADD (1) RP6651 FOR N600/L700/L600/L21/L19 (MMBB LOW-BAND)ADD (1) RP6651 FOR L2.5ADD (1) 50AMP SPD INDOOR SPD KIT FOR 6449ADD (1) IXR-E ROUTER GENERAL NOTES:1. THESE NOTES SHALL BE CONSIDERED A PART OF THE WRITTEN SPECIFICATIONS.2. THE CONTRACTOR SHALL NOTIFY ARCHITECT/ENGINEER OF ANY ERRORS, OMISSIONS, OR DISCREPANCIES AS THEY MAY BE DISCOVERED IN THE PLANS,SPECIFICATIONS, AND NOTES PRIOR TO STARTING CONSTRUCTION. INCLUDING BUT NOT LIMITED BY DEMOLITION. THE CONTRACTOR SHALL BE RESPONSIBLEFOR CORRECTING ANY ERRORS, OMISSION, OR INCONSISTENCY AFTER THE START OF CONSTRUCTION WHICH HAS NOT BEEN BROUGHT TO THE ATTENTIONOF THE ARCHITECT /ENGINEER AND SHALL INCUR ANY EXPENSES TO RECTIFY THE SITUATION. THE METHOD OF CORRECTION SHALL BE APPROVED BY THEARCHITECT/ENGINEER.3. PRIOR TO STARTING CONSTRUCTION THE CONTRACTOR HAS THE RESPONSIBILITY TO LOCATE ALL EXISTING UTILITIES, WHETHER OR NOT SHOWN ON THEPLANS, AND TO PROTECT THEM FROM DAMAGE. THE CONTRACTOR OR SUBCONTRACTOR SHALL BEAR THE EXPENSE OF REPAIRING OR REPLACING ANYDAMAGE TO THE UTILITIES CAUSED DURING THE EXECUTION OF THE WORK.4. A COPY OF THE APPROVED PLANS SHALL BE KEPT IN A PLACE SPECIFIED BY THE GOVERNING AGENCY, AND BY LAW SHALL BE AVAILABLE FOR INSPECTIONAT ALL TIMES. IT IS THE CONTRACTORS RESPONSIBILITY TO ENSURE ALL CONSTRUCTION SETS REFLECT THE SAME INFORMATION AS THE APPROVED PLANS.THE CONTRACTOR SHALL ALSO MAINTAIN ONE SET OF PLANS AT THE SITE FOR THE PURPOSE OF DOCUMENTING ALL AS-BUILT CHANGES, REVISIONS,ADDENDUM'S, OR CHANGE ORDERS. THE CONTRACTOR SHALL FORWARD THE AS-BUILT DRAWINGS TO THE ARCHITECT/ENGINEER AT THE CONCLUSION OFTHE PROJECT.5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE SECURITY OF THE SITE FROM START OF PROJECT TO COMPLETION OF PROJECT.6. THE CONTRACTOR IS RESPONSIBLE TO PROVIDE TEMPORARY POWER, WATER, AND TOILET FACILITIES.7. ALL CONSTRUCTION THROUGH THE PROJECT SHALL CONFORM TO THE 2019 C.B.C. AND ALL THE OTHER LATEST GOVERNING CODES.8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL SAFETY PRECAUTIONS AND REGULATIONS CURING THE WORK. THE ENGINEER WILLNOT ADVISE ON NOR PROVIDE DIRECTION AS TO SAFETY PRECAUTIONS AND PROGRAMS.9. THE CONTRACTOR SHALL SUPERVISE AND COORDINATE ALL WORK, USING HIS PROFESSIONAL KNOWLEDGE AND SKILLS. HE IS SOLELY RESPONSIBLE FORALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES AND SEQUENCING AND COORDINATING ALL PORTIONS OF THE WORK.10. THE CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN AND PAY FOR ALL PERMITS, LICENSES AND INSPECTIONS WITH RESPECT TO THE WORK TOCOMPLETE THE PROJECT. BUILDING PERMIT APPLICATIONS SHALL BE FILED BY THE OWNER OR HIS REPRESENTATIVE. CONTRACTOR SHALL OBTAIN THEPERMIT AND MAKE FINAL PAYMENT OF SAID DOCUMENT.11. ALL DIMENSIONS TAKE PRECEDENCE OVER SCALE UNLESS NOTED OTHERWISE.12. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY BLOCKING, BACKING, FRAMING, HANGERS OR SUPPORTS FOR INSTALLATION OF ITEMS INDICATED ONTHE DRAWINGS.13. THE CONTRACTOR SHALL PROVIDE THE FIRE MARSHALL APPROVED MATERIALS TO FILL/SEAL PENETRATIONS THROUGH FIRE RATED ASSEMBLIES.14. NEW CONSTRUCTION ADDED TO EXISTING CONSTRUCTION SHALL BE MATCHED IN FORM, TEXTURE, MATERIAL AND PAINT COLOR UNLESS NOTEDOTHERWISE IN THE PLANS.15. WHERE SPECIFIED, MATERIALS TESTING SHALL BE TO THE LATEST STANDARDS AVAILABLE AS REQUIRED BY THE LOCAL GOVERNING AGENCYRESPONSIBLE FOR RECORDING THE RESULTS.16. ALL GENERAL NOTES AND STANDARD DETAILS ARE THE MINIMUM REQUIREMENTS TO BE USED IN CONDITIONS WHICH ARE NOT SPECIFICALLY SHOWNOTHERWISE.17. ALL DEBRIS AND REFUGE IS TO BE REMOVED FROM THE PROJECT DAILY. PREMISES SHALL BE LEFT IN A CLEAN BROOM FINISHED CONDITION AT ALL TIMES.18. ALL SYMBOLS AND ABBREVIATIONS ARE CONSIDERED CONSTRUCTION INDUSTRY STANDARDS. IF A CONTRACTOR HAS A QUESTION REGARDING THEIREXACT MEANING THE ARCHITECT/ENGINEER SHALL BE NOTIFIED FOR CLARIFICATIONS.19. THE ENGINEER SHALL NOT BE RESPONSIBLE FOR THE METHODS, TECHNIQUES AND SEQUENCES OF PROCEDURES TO PERFORM THE WORK. THESUPERVISION OF THE WORK IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR.20. CONTRACTORS SHALL VISIT THE SITE PRIOR TO BID TO ASCERTAIN CONDITIONS WHICH MAY ADVERSELY AFFECT THE WORK OR COST THEREOF.21. THE CONTRACTOR SHALL FIELD VERIFY THE DIMENSION, ELEVATION, ETC. NECESSARY FOR THE PROPER CONSTRUCTION AND ALIGNMENT OF THE NEWPORTION OF THE WORK TO THE EXISTING WORK. THE CONTRACTOR SHALL MAKE ALL MEASUREMENTS NECESSARY FOR FABRICATION AND ERECTION OFSTRUCTURAL MEMBERS. ANY DISCREPANCY SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ARCHITECT /ENGINEER.22. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES WHERE ENCOUNTERED IN THE WORK, SHALL BE PROTECTED AT ALL TIMES,AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK, SHALL BE RELOCATED AS DIRECTED BY ENGINEERS. EXTREME CAUTION SHOULD BEUSED BY THE CONTRACTOR WHEN EXCAVATING OR PIER DRILLING AROUND OR NEAR UTILITIES.23. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES, WHICH INTERFERE WITH THE EXECUTION OF THE WORK, SHALL BEREMOVED AND SHALL BE CAPPED, PLUGGED OR OTHERWISE DISCONTINUED AT POINTS WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK,SUBJECT TO THE APPROVAL OF THE ENGINEER.24. NO CHANGES ARE TO BE MADE TO THESE PLANS WITHOUT THE KNOWLEDGE AND WRITTEN CONSENT OF THE ARCHITECT/ENGINEER. UNAUTHORIZEDCHANGES RENDER THESE DRAWINGS VOID.25. ANY REFERENCE TO THE WORDS APPROVED, OR APPROVAL IN THESE DOCUMENTS SHALL BE HERE DEFINED TO MEAN GENERAL ACCEPTANCE OR REVIEWAND SHALL NOT RELIEVE THE CONTRACTOR AND/OR HIS SUB-CONTRACTORS OF ANY LIABILITY IN FURNISHING THE REQUIRED MATERIALS OR LABORSPECIFIED.26. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING UTILITIES WHETHER SHOWN HEREON OR NOT, AND TO PROTECT THEMFROM DAMAGE. THE CONTRACTOR SHALL BEAR ALL EXPENSE OF REPAIR OR REPLACEMENT IN CONJUNCTION WITH THE EXECUTION OF THIS WORK.GENERALCONTRACTOR SHALL NOTIFY THE ENGINEER AND ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES FOUND WITHIN THE CONTRACT DOCUMENTS, PRIOR TOSTARTING WORK.SITE PREPARATION NOTES:1. THE PREPARATION OF THE SITE FOR CONSTRUCTION SHALL INCLUDE THE REMOVAL OF ALL BROKEN CONCRETE, TREE TRUNKS AND ANY OTHERDEBRIS THAT WOULD BE DAMAGING TO THE FOOTINGS OF THE NEW STRUCTURE.2. BACK FILLING AT TRENCHES SHALL BE OF CLEAN, STERILE SOIL HAVING A SAND EQUIVALENT OF 30 OR GREATER. BACK FILLING SHALL BE DONE IN BINCH LAYERS, MOISTURE CONDITIONED AND PROPERLY COMPACTED. ADEQUATE DRAINAGE SHALL BE PROVIDED SUCH THAT NO PONDING OCCURS.3. ALL FOUNDATION FOOTINGS SHALL EXTEND INTO AND BEAR AGAINST NATURAL UNDISTURBED SOIL OR APPROVED COMPACTED FILL FOOTINGSSHALL EXTEND INTO SOIL DEPTH AS INDICATED IN PLANS.4. SHOULD ANY LOOSE FILL, EXPANSIVE SOIL, GROUND WATER OR ANY OTHER UNEXPECTED CONDITIONS BE ENCOUNTERED DURING THEEXCAVATION FOR THE NEW FOUNDATION, THE ARCHITECT/ENGINEER SHALL BE NOTIFIED AND ALL FOUNDATION WORK SHALL CEASE IMMEDIATELY,5. WITHIN AN AREA A MINIMUM OF S FEET BEYOND THE BUILDING LIMITS, EXCAVATE A MINIMUM OF 4" OF EXISTING SOIL REMOVE ALL ORGANICS,PAVEMENT, ROOTS, DEBRIS AND OTHERWISE UNSUITABLE MATERIAL.6. THE SURFACE OF THE EXPOSED SUBGRADE SHALL BE INSPECTED BY PROBING OR TESTING TO CHECK FOR POCKETS OF SOFT OR UNSUITABLEMATERIAL. EXCAVATE UNSUITABLE SOIL AS DIRECTED BY THE GEOTECHNICAL ENGINEER/TESTING AGENCY.7. PROOFROLL THE SURFACE OF THE EXPOSED SUBGRADE WITH A LOADED TANDEM AXLE DUMP TRUCK. REMOVE ALL SOILS WHICH PUMP OR DO NOTCOMPACT PROPERLY AS DIRECTED BY THE GEOTECHNICAL ENGINEER/TESTING AGENCY.8. FILL ALL EXCAVATED AREAS WITH APPROVED CONTROLLED FILL. PLACE IN 8" LOOSE LIFTS AND THE MAXIMUM DRY DENSITY IN ACCORDANCE WITHASTM D-698. COMPACT TO A MINIMUM OF 90% RELATIVE COMPACTION.9. THE STRUCTURAL DRAWINGS HERE IN REPRESENT THE FINISHED STRUCTURE. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY GUYING ANDBRACING REQUIRED TO ERECT AND HOLD THE STRUCTURE IN PROPER ALIGNMENT UNTIL ALL STRUCTURAL WORK AND CONNECTIONS HAVE BEENCOMPLETED. THE INVESTIGATION, DESIGN, SAFETY, ADEQUACY AND INSPECTION OF ERECTION BRACING, SHORING, TEMPORARY SUPPORTS, ETC. IS THESOLE RESPONSIBILITY OF THE CONTRACTOR.10. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL PROTECT ALL AREAS FROM DAMAGE WHICH MAY OCCUR DURING CONSTRUCTION.ANY DAMAGE TO NEW OR EXISTING SURFACES, STRUCTURES OR EQUIPMENT SHALL BE IMMEDIATELY REPAIRED OR REPLACED TO THE SATISFACTION OFTHE PROPERTY OWNER. THE CONTRACTOR SHALL BEAR THE EXPENSE OF REPAIRING OR REPLACING ANY DAMAGED AREAS.11. WHEN REQUIRED STORAGE OF MATERIALS OCCURS, THEY SHALL BE EVENLY DISTRIBUTED OVER THE FLOOR OR ROOF SO AS NOT TO EXCEED THEDESIGNED LIVE LOADS FOR THE STRUCTURE. TEMPORARY SHORING OR BRACING SHALL BE PROVIDED WHERE THE STRUCTURE OR SOIL HAS NOTATTAINED THE DESIGN STRENGTH FOR THE CONDITIONS PRESENT.12. PRIOR TO PROCEEDING WITH ANY WORK WITHIN THE EXISTING FACILITY, THE CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH EXISTINGSTRUCTURAL AND OTHER CONDITIONS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE ALL NECESSARY BRACING, SHORING AND OTHERSAFEGUARDS TO MAINTAIN ALL PARTS OF THE EXISTING WORK IN A SAFE CONDITION DURING THE PROCESS OF DEMOLITION AND CONSTRUCTION ANDTO PROTECT FROM DAMAGE THOSE PORTIONS OF THE EXISTING WORK WHICH ARE TO REMAIN.

SUBMITTALS:SUBMITTALS FOR SHOP DRAWINGS, MILL TESTS, PRODUCT DATA, ECT. FOR ITEMS DESIGNED BY THE ARCHITECT /ENGINEER OF RECORD SHALL BE MADETO THE ARCHITECT/ENGINEER PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REVIEW THE SUBMITTAL BEFORE FORWARDING TO THEARCHITECT, SUBMITTALS SHALL BE MADE IN ADVANCED TO ARCHITECT/ENGINEER. SUBMITTALS REQUIRED FOR EACH SECTION OF THESE NOTES ARESPECIFIED IN THAT SECTION.SHOP DRAWING REVIEW:REVIEW BY THE ARCHITECT/ENGINEER IS FOR GENERAL COMPLIANCE WITH THE DESIGN CONCEPT AND THE CONTRACT DOCUMENTS. MARKINGS ORCOMMENTS SHALL NOT BE CONSTRUED AS RELIEVING THE CONTRACTOR FROM COMPLIANCE WITH THE PROJECT PLANS AND SPECIFICATIONS, NORDEPARTURES THEREFROM. THE CONTRACTOR REMAINS RESPONSIBLE FOR DETAILS AND ACCURACY, FOR CONFIRMING AND CORRELATING ALLQUANTITIES AND DIMENSIONS, FOR SELECTION FABRICATION PROCESSES.STRUCTURAL STEEL:1. ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE LATEST REVISED EDITION OF THE AISC MANUAL OF STEEL CONSTRUCTION,WHICH INCLUDES THE SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS, THE CODE OF STANDARD PRACTICE AND THE AWS STRUCTURAL WELDINGCODE. IDENTIFY AND MARK STEEL PER 2019 C.B.C. SECTION 2203.2. STRUCTURAL STEEL SHOP DRAWINGS SHALL BE REVIEWED BY THE ENGINEER/ARCHITECT PRIOR TO FABRICATION.3. GROUTING Of COLUMN BASE PLATES: BASE PLATES SHALL BE DRYPACKED OR GROUTED WITH NON-SHRINK, NON-FERROUS GROUT. MINIMUMCOMPRESSIVE STRENGTH SHALL BE 4,000 PSI AT 28 DAYS. All. SURFACES SHALL BE PROPERLY CLEANED OF FOREIGN MATERIAL PRIOR TO GROUTING.4. ALL EXPOSED WELDS SHALL BE FILLED AND GROUND SMOOTH WHERE METAL COULD COME IN CONTACT WITH THE PUBLIC.5. NO HOLES OTHER THAN THOSE SPECIFICALLY DETAILED SHALL BE ALLOWED THRU STRUCTURAL STEEL MEMBERS. BOLT HOLIES SHALL CONFORM TOAISC SPECIFICATION, AND SHALL BE STANDARD HOLES UNLESS NOTED OTHERWISE. NOCUTTING OR BURNING OF STRUCTURAL STEEL WILL BE PERMITTED WITHOUT PRIOR CONSENT OF THIS ENGINEER.6. WELDING: CONFORM TO AWS D1 1. WELDERS SHALL BE CERTIFIED IN ACCORDANCE WITH WABO REQUIREMENTS. USE E70 ELECTRODES OF TYPEREQUIRED FOR MATERIALS TO BE WELDED.7. BOLTING: ASTM A307 BOLTS SHALL BE INSTALLED "SNUG TIGHT" PER AISC. SECTION RCSC B(C) ASTM A325 BOLTS SHALL CONFORM TO THE RCSCSPECIFICATION SECTION B (D).8. FABRICATION: CONFORM TO AISC SPECIFICATION SEC M2 "FABRICATION" AND AISC CODE SEC 6 "FABRICATION AND DELIVERY" PERFORM WORK ONPREMISES OF A FABRICATOR APPROVED BY THE BUILDING OFFICIAL.9. GALVANIZING: ALL EXPOSED STEEL OUTSIDE THE BUILDING ENVELOPE SHALL BE HOT-DIPPED GALVANIZED. APPLY FIELD TOUCH-UPS PERSPECIFICATIONS. PER ASTM A153.STRUCTURAL STEEL:MATERIALS: CONFORM TOANCHOR BOLTS (HEADED): ASTM A307ANCHOR BOLTS (J-TYPE): ASTM A36BARS AND PLATES: ASTM A36BOLTS: ASTM A307C-, M-, AND ANGLE SHAPES: ASTM A36DEFORMED WELDED WIRE FABRIC: ASTM A497EPOXY AND EXPANSION ANCHORS: HILTI OR EQUIVALENTGROUT: EMBECO OR EQUIVALENTHIGH-STRENGTH BOLTS: ASTM A325SC OR (A325N)OTHER STRUCTURAL SHAPES: ASTM A36REINFORCING BARS: ASTM A615. GRADE 60, DEFORMED BARSSMOOTH WELDED WIRE FABRIC: ASTM A185STRUCTURAL WF SHAPES: ASTM A572-GR50STEEL PIPE: ASTM A53, GRADE BTIE WIRE: 16.5 GAGE OR HEAVIER, BLACK ANNEALEDTUBE STEEL AND PIPE COLUMNS: ASTM A500, GRADE BWELDING ELECTRODES: E70XXW - SHAPES: ASTM A992, GRADE 50STRUCTURAL STEEL NOTES:1. HOLES IN STEEL SHALL BE DRILLED OR PUNCHED. ALL SLOTTED HOLES SHALL BE PROVIDED WITH SMOOTH EDGES. BURNING OF HOLES AND TORCHCUTTING AT THE SITE IS NOT PERMITTED.2. ALL FRAMING CONNECTORS SUCH AS CONCRETE ANCHORS, HOLD-DOWNS, POST BASES, FRAMING CAPS, HANGER AND OTHER MISCELLANEOUSSTRUCTURAL METALS SHALL BE AS MANUFACTURED BY SIMPSON STRONG TIE CO. OR APPROVED EQUALPOST-INSTALLED ANCHORS:1. USE, INSTALLATION, EMBEDMENT DEPTH, AND DIAMETER OF EXPANSION/WEDGE ANCHORS IN HARDENED CONCRETE SHALL CONFORM TO ICCREPORT & MANUFACTURER'S RECOMMENDATIONS.2. MAINTAIN CRITICAL EDGE DISTANCE SPECIFIED IN ICC REPORT AS A MINIMUM, U.N.O. IN THESE DRAWINGS3. LOCATE AND AVOID CUTTING EXISTING REBAR OR TENDONS WHEN DRILLING HOLES IN CONCRETE SLABS.SPECIAL INSPECTION:1. CONTRACTOR SHALL PROVIDE REQUIRED SPECIAL INSPECTIONS PERFORMED BY AN INDEPENDENT INSPECTOR, APPROVED BY CARRIER AND THEGOVERNING JURISDICTION, AS REQUIRED BY CHAPTER 17 OF THE INTERNATIONAL BUILDING CODE FOR THE FOLLOWING: A. SPECIAL INSPECTION OF HIGH-STRENGTH BOLTING (WHEN APPLICABLE): I. PERIODIC SPECIAL INSPECTION IF BOLTS ARE PRETENSIONED WITH MATCH-MARKING TECHNIQUES II. CONTINUOUS SPECIAL INSPECTION OF ALL OTHER HIGH-STRENGTH BOLTING B. PERIODIC FOR POST-INSTALLED ANCHORS IN HARDENED CONCRETE2. PROVIDE SPECIAL INSPECTIONS FOR OTHER ITEMS NOTED ON DRAWINGS TO CONFIRM COMPLIANCE WITH CONTRACT DOCUMENTS.3. STEEL FABRICATION SHALL BE DONE ON THE PREMISES OF A FABRICATOR REGISTERED AND APPROVED TO PERFORM SUCH WORK WITHOUTSPECIAL INSPECTION.4. SPECIAL INSPECTION IS NOT REQUIRED FOR WORK OF A MINOR NATURE OR AS WARRANTED BY CONDITIONS IN THE JURISDICTION AS APPROVED BYTHE BUILDING OFFICIAL. THUS, SPECIAL INSPECTION ITEMS ABOVE MAY BE WAIVED AS DEEMED APPROPRIATE BY THE BUILDING OFFICIAL.5. THE SPECIAL INSPECTOR SHALL PROVIDE A COPY OF THE REPORT TO THE OWNER, ARCHITECT, STRUCTURAL ENGINEER, CONTRACTOR, ANDBUILDING OFFICIAL.6. STRUCTURAL OBSERVATION NOT REQUIRED.TMO Signatory Level:L06NLG-109545

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LQN90% CD - ISSUED FOR REVIEWJDJ0DRWNREVDESCRIPTIONQADATEA-1IT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS THEY ARE ACTING UNDER THE DIRECTIONOF A LICENSED PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT.SHEET NUMBER:ISSUED FOR:SHEET NAME:

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(N) T-MOBILE EQUIPMENT:(2) RP6651(1) IXRE ROUTERLQN90% CD - ISSUED FOR REVIEWJDJ0DRWNREVDESCRIPTIONQADATEA-2IT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS THEY ARE ACTING UNDER THE DIRECTIONOF A LICENSED PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT.SHEET NUMBER:ISSUED FOR:SHEET NAME:

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NEW ANTENNA SCHEDULEANTENNAMANUFACTURER MODEL TECHNOLOGYAZIMUTHRADCENTERTMA / RRUA1ALPHASECTORGAMMA BETAEXISTING ANTENNA SCHEDULEA2ANTENNAMANUFACTURER MODEL TECHNOLOGYANTENNA SPEC'SWEIGHT (LBS)DIMENSIONS (LxWxD)AZIMUTHRADCENTERTMA / RRUA3A4B1B2B3B4C1C2C3C4A1ALPHASECTORGAMMA BETAA2A3A4B1B2B3B4C1C2C3C4ANTENNA SPEC'SWEIGHTDIMENSIONSCABLESTATUS, TYPE AND LENGTHCABLESTATUS, TYPE AND LENGTHMOUNT ANALYSIS NOTES:THE DESIGN DEPICTED IN THESE DRAWINGS IS VALID WHEN ACCOMPANIED BY ACORRESPONDING PASSING MOUNT ANALYSIS COMPLETED BY OTHERSCONSTRUCTION MANAGER / GENERAL CONTRACTOR SHALL REVIEW THE MOUNTANALYSIS FOR ANY CONDITIONS PRIOR TO INSTALLATIONANY REQUIRED MOUNT MODIFICATION DESIGN OR MOUNT REPLACEMENTSHALL BE APPROVED BY THE EOR6"-8" SEPARATION FROM THE BACK OF THE ANTENNA TO THE RRU IS REQUIRED.LQN90% CD - ISSUED FOR REVIEWJDJ0DRWNREVDESCRIPTIONQADATEA-3IT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS THEY ARE ACTING UNDER THE DIRECTIONOF A LICENSED PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT.SHEET NUMBER:ISSUED FOR:SHEET NAME:

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LQN90% CD - ISSUED FOR REVIEWJDJ0DRWNREVDESCRIPTIONQADATEA-4IT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS THEY ARE ACTING UNDER THE DIRECTIONOF A LICENSED PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT.SHEET NUMBER:ISSUED FOR:SHEET NAME:

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LQN90% CD - ISSUED FOR REVIEWJDJ0DRWNREVDESCRIPTIONQADATEA-5IT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS THEY ARE ACTING UNDER THE DIRECTIONOF A LICENSED PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT.SHEET NUMBER:ISSUED FOR:SHEET NAME:

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LQN90% CD - ISSUED FOR REVIEWJDJ0DRWNREVDESCRIPTIONQADATED-1IT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS THEY ARE ACTING UNDER THE DIRECTIONOF A LICENSED PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT.SHEET NUMBER:ISSUED FOR:SHEET NAME:

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LQN90% CD - ISSUED FOR REVIEWJDJ0DRWNREVDESCRIPTIONQADATED-2IT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS THEY ARE ACTING UNDER THE DIRECTIONOF A LICENSED PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT.SHEET NUMBER:ISSUED FOR:SHEET NAME:

NOT USED
NEW POWER 6230 ENCLOSUREFRONT VIEWSIDE VIEWMANUFACTURER: ERICSSONMODEL: POWER 6230DIMENSIONS, HxWxD in: 10.5"x19"x15.5"±10.5"±10.5"±19"±15.5"TOP VIEW±19"±15.5"ERICSSON RAN PROCESSOR 6651 DETAILA B A B C D G H J K M N P Q VV VTOP VIEWMANUFACTURER: ERICSSONMODEL: RP6651DIMENSIONS, HxWxD in: 1.75"x19.00"x13.80"TOTAL WEIGHT: 16.53 LBSFRONT VIEW1.75"13.80"19.00"A B C DAA B A B A B A B C D E F G H J K L M N P Q V V V V7250 ROUTER DETAILTOP VIEWMANUFACTURER: NOKIAMODEL: 7250 IXRE ROUTERDIMENSIONS, HxWxD in: 1.75"x17.25"x10.00"SERVICE INTERFACES:600Gb/s2 x QSFP28/QSFP+ 1000/40GE8 x SFP25/SRF+/SFP 25/10/1G324 x SFP+/SFP 10/1GE240 Gb/S14 x SFP+/SFP 10/1GE4 x RF-45 100/1000 Mb/s17.25"10"1.75"FRONT VIEWMOVEABLE BRACKETSFAN MODULE PARTS LISTFOR POLES 12" TO 45" DIA.ITEM QTY PART NO.123456789631224181836108108A1X-LWRMP472X-214130G58R-14G58R-48G58R-24A58FWG58LWA58NUTPART DESCRIPTIONRING MOUNT WELDMENT4-1/2" X 72" SCH. 40 GALVANIZED PIPEBENT PLATE V-CLAMP5/8" x 14" THREADED ROD (HDG.)5/8" x 48" THREADED ROD (HDG.)5/8" x 24" THREADED ROD (HDG.)5/8" HDG A325 FLATWASHER5/8" HDG LOCKWASHER5/8'' HDG A325 HEX NUT72 in12 5/8 in14 in48 in24 inLENGTH UNIT WT.68.1664.8911.430.40.55.55.030.030.13NET WT408.96194.68137.169.579.909.901.083.2414.04TOTAL WT. # 788.534 1/2"Ø1/2"(MIN)9 8 7 6 5X2 X2 X239 8 4X3 X372" PIPE351 1/2"(TYP)29 3/4"(REF)1/2"(MIN)SECTION A-ATOLERANCE NOTESPROPRIETARY NOTE:THE DATA AND TECHNIQUES CONTAINED IN THIS DRAWING ARE PROPRIETARY INFORMATION OF VALMONTINDUSTRIES AND CONSIDERED A TRADE SECRET. ANY USE OR DISCLOSURE WITHOUT THE CONSENT OFVALMONT INDUSTRIES IS STRICTLY PROHIBITED.DESCRIPTIONMONOPOLE SECTOR FRAMEATTACHMENT ASSEMBLYvalmontCPD NO.CLASS SUB01 01DRAWN BYKC8 3/18/2016DRAWING USAGECUSTOMERCHECKED BYENG. APPROVAL PART NO.3RD PARTYBMC 5/2/2016DWG. NO.MSFAAMSFAAEngineeringSupport Team:1-888-753-74461Locations:New York, NYAtlanta, GALos Angeles, CAPlymouth, INSalem, ORDallas, TXPAGE1 OF 1AANTENNA SECTOR MOUNTTMO Signatory Level:L06NLG-109545

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(E) T-MOBILE CONDUITSTUB UPS(E) ACCESS DOOR(E) T-MOBILE GEN. PLUG(E) T-MOBILE PPC(E) T-MOBILE DISCONNECTSWITCH(E) T-MOBILE TRANSFORMER(E) T-MOBILE A/C UNIT(2 TOTAL)(E) ROOF LINE(E) CONCRETESTEP(E) T-MOBILE GPSANTENNA(N) T-MOBILE 19" RACK(E) T-MOBILE CABLE LADDERLQN90% CD - ISSUED FOR REVIEWJDJ0DRWNREVDESCRIPTIONQADATEG-1IT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS THEY ARE ACTING UNDER THE DIRECTIONOF A LICENSED PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT.SHEET NUMBER:ISSUED FOR:SHEET NAME:

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Public Works Agency
www.santa-ana.org/pw
Item # 14
City of Santa Ana
20 Civic Center Plaza, Santa Ana, CA 92701
Staff Report
October 21, 2025
TOPIC: Centennial Park Sports Lighting

AGENDA TITLE
Agreement with Musco Sports Lighting, LLC to provide LED Sports Lighting at Centennial Park (No. 26-6007) (General Fund)

RECOMMENDED ACTION

1. Award an agreement to Musco Sports Lighting, LLC to provide LED sports lighting at Centennial Park, in the base bid amount of $1,189,448 and an amount of $118,945 for unanticipated or unforeseen work, for a total estimated project delivery cost of $1,308,393, beginning October 21, 2025 and expiring December 31, 2026, with the option for one, one-year extension (Agreement No. A-2025- XXX).

2. Determine that, pursuant to the California Environmental Quality Act, the recommended actions are exempt from further review. Categorical Exemption Environmental Review No. ER 2025-97 will be filled for Project No. 26-6007.

GOVERNMENT CODE §84308 APPLIES: No

DISCUSSION
The Public Works Agency, Parks, Fleet, Facilities, and Refuse Services Division (PWA) oversees the maintenance and improvements for all City parks. Centennial Park operates as a multifunctional open space for local sports and citywide events. The ninety-acre park includes various amenities, such as the Dan Young Soccer Complex, skate park, playground, and lake, providing leisure, recreation, and entertainment opportunities for residents and visitors.

In collaboration with Parks, Recreation, and Community Services Agency (PRCSA) staff, PWA staff evaluated the lighting needs in the park, identifying a need for the addition of new sports lighting at fields 5 and 6. The scope of these improvements is substantial, requiring the installation of new electrical infrastructure and the procurement of advanced lighting systems. Funding for these two high priority locations at Centennial Park was added as a City Council initiative during the Fiscal Year 2025-2026 budget process. New lighting will extend safe play hours into the evening for youth sports, adult leagues, and community programs. Staff recommends installing state-of-the-art, energy-efficient LED

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Centennial Park Sports Lighting
October 21, 2025

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light fixtures and poles designed and manufactured by Musco Sports Lighting, LLC, which is consistent with LED sports lighting equipment recently installed throughout the City’s park system. The proposed lighting system includes a 25-year warranty, thereby reducing long-term maintenance cost. Additionally, the new lighting will offer better directional capabilities, minimizing light pollution for nearby resident homes while providing after- hours area lighting.

The Centennial Park lighting improvements complement other major capital projects currently underway, including the lake renovation and the park expansion project, which will feature the City’s first dog park. Collectively, these efforts represent a significant investment in the modernization and enhancement of the City’s park system, furthering the City Council’s commitment to providing high-quality recreational facilities for the community.

Musco Sports Lighting, LLC has successfully completed multiple sports lighting projects throughout the City, including Memorial Park, Thornton Park, Dan Young Soccer Complex, George Upton All Access Playground and Basketball Courts, Santa Ana Stadium, and Santiago Park. For each of these projects, Musco has delivered on schedule, adapted to changing conditions, and provided energy-efficient systems that reduce maintenance needs while minimizing light spill into adjacent neighborhoods. Their responsiveness and collaboration with City staff have resulted in quality improvements that continue to serve the community well.

Santa Ana Ordinance No. NS-3041 authorizes the City to utilize contracts from any public agency employing a competitive bid process. Sourcewell Contract No. 041123-MSL with Musco Sports Lighting, LLC was awarded as a result of open, competitive bidding and meets the City’s requirements. As a result, staff recommends awarding an agreement to Musco Sports Lighting, LLC to provide LED sports lighting at Centennial Park (Exhibit 1).

ENVIRONMENTAL IMPACT
Pursuant to the California Environmental Quality Act (CEQA), the recommended actions are exempt from further review pursuant to Section 6103 of the CEQA Guidelines for projects consisting of the construction of new sports lighting. The proposed project continues to meet these parameters of the CEQA Guidelines and Categorical Exemption Environmental Review No. ER-2025-97 will be filed for Project 26-6007 (Exhibit 2).

FISCAL IMPACT
Funds are available for expenditure in the Fiscal Year 2025-26. Any remaining balances not expended by the end of the fiscal year will be presented to City Council for approval of carryovers to Fiscal Year 2026-2027.

Fiscal
Year
Accounting
Unit - Account
No.

Fund
Description
Accounting Unit, Account
Description
Amount

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(Project No.)
2025-26 01117607-66220
(26-6007)
General
Fund
PWA Services –
Improvements Other Than
Buildings
$1,308,393
TOTAL $1,308,393

EXHIBIT(S)

1. Agreement with Musco Sports Lighting, LLC

2. Environmental Determination
Submitted By: Rodolfo Rosas, P.E., Acting Executive Director – Public Works Agency Approved By: Alvaro Nuñez, City Manager

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This Agreement has been executed and delivered in the State of California and the validity, interpretation, performance, and enforcement of any of the clauses of this Agreement shall be determined and governed by the laws of the State of California. Both parties further agree that Orange County, California, shall be the venue for any action or proceeding that may be brought or arise out of, in connection with or by reason of this Agreement.

20. PROFESSIONAL LICENSES
Contractor shall, throughout the term of this Agreement, maintain all necessary licenses, permits, approvals, waivers, and exemptions necessary for the provision of the services hereunder and required by the laws and regulations of the United States, the State of California, the City of Santa Ana and all other governmental agencies. Contractor shall notify the City immediately and in writing of its inability to obtain or maintain such permits, licenses, approvals, waivers, and exemptions. Said inability shall be cause for termination of this Agreement.

21. NOTICE
Any notice, tender, demand, delivery, or other communication pursuant to this Agreement shall be in writing and shall be deemed to be properly given if delivered in person or mailed by first class or certified mail, postage prepaid, or sent by fax or other telegraphic communication in the manner provided in this Section, to the following persons:

To City:

City Clerk
City of Santa Ana
20 Civic Center Plaza (M-30)
P.O. Box 1988
Santa Ana, CA 92702-1988
Fax: 714- 647-6956
With courtesy copies to:

Executive Director, Public Works Agency
City of Santa Ana
20 Civic Center Plaza (M-21)
P.O. Box 1988
Santa Ana, California 92702
To Contractor:

Musco Sports Lighting, LLC
Attention: Mike Marchetti
211 2nd Ave. W
Oskaloosa, IA 52577
A party may change its address by giving notice in writing to the other party. Thereafter, 9 City Council
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Rodolfo Rosas
Digitally signed by Rodolfo Rosas
DN: cn=Rodolfo Rosas,
[email protected], c=US
Date: 2025.10.13 08:04:36 -07'00'

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CITY MANAGER
Alvaro Nuñez

CITY ATTORNEY
Sonia R. Carvalho

CLERK OF THE COUNCIL
Jennifer L. Hall
PUBLIC WORKS AGENCY20 Civic Center Plaza (M-36)
P.O. BOX 1988 · Santa Ana, California 92702
(714) 647-5690 • Fax (714) 647-5823
www.santa-ana.org
MAYOR
Valerie Amezcua

MAYOR PRO TEM
Benjamin Vazquez

COUNCILMEMBERS
Phil Bacerra
Johnathan Ryan Hernandez
Jessie Lopez
David Penaloza
Thai Viet Phan

NOTICE OF EXEMPTION
From the Requirements of the California Environmental Quality Act (CEQA) City of Santa Ana
Public Works Agency
20 Civic Center Plaza (M-36)
Santa Ana, CA 92702

COUNTY CLERK
County of Orange
P.O. Box 238
Santa Ana, CA 92702
From:

Fee Exemption per California Government Code Section 6103 To:

Date of Approval:

Project Number(s):

Project Location:

City:

Applicant Address:

Name of Public Agency Approving Project:

Ministerial (Sec. 15268)
¨
¨
Declared Emergency (Sec. 15269 (a))
Emergency Project (Sec. 15269 (b through e))
General Rule (Sec. 15061(b)(3)/(5))
Statutory Exemption:

Categorical Exemption:
¨
¨
¨
þ
Santa Ana ER Number:County: Orange
Project Description:

Name of Agency Carrying Out Project:

Exempt Status:

Reason(s) Why Project is Exempt From CEQA:

City Contact: Telephone:

Signature: Date:

Title:

Centennial Park Sports Lighting
26-6007
Centennial Park
10/21/2025ER-2025-97
The construction will include installation of new sports lighting.

City Council
15301(b) consists of repair/maintenance of existing public facilities.

Michael Ortiz (714) 647-5624
Project Title:

Applicant Name:
15301(b)
City of Santa Ana, Public Works Agency
20 Civic Center Plaza M-36
Santa Ana, CA 92702
Public Works Agency
Deputy Public Works Direc

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Public Works Agency
www.santa-ana.org/pw
Item # 15
City of Santa Ana
20 Civic Center Plaza, Santa Ana, CA 92701
Staff Report
October 21, 2025
TOPIC: Construction Contract for the Cypress Center Restoration

AGENDA TITLE
Award a Construction Contract to Loengreen Inc. for the Cypress Center Restoration Project (No. 22-6023) (General Fund)

RECOMMENDED ACTION

1. Approve an amendment to the Fiscal Year 2025-2026 Capital Improvement Program to include an additional $394,340 in construction funds for the Cypress Center Restoration Project (No. 22-6023).

2. Approve the Project Cost Analysis for a total estimated construction delivery cost of $3,894,340, which includes $3,322,512 for the construction contract, $239,578 for contract administration, inspection, and testing, and a $332,250 for unanticipated or unforeseen work.

3. Award a construction contract to Loengreen, Inc., the lowest responsible bidder, in accordance with the base bid in the amount of $3,322,512, subject to change orders, for construction of the Cypress Center Restoration Project (No. 22-6023), for a term beginning October 21, 2025, and authorize the City Manager to execute the contract.

4. Determine that, pursuant to the California Environmental Quality Act, the recommended actions are exempt from further review. Categorical Exemption Environmental Review No. 2025-096 will be filed for this Project No. 22-6023.

GOVERNMENT CODE §84308 APPLIES: No

DISCUSSION
The Cypress Center Restoration Project (No. 22-6023) consists of a rehabilitation and adaptive reuse of the historic Santa Ana Fire Station #4 located at 625 Cypress Avenue in Santa Ana, California (Exhibit 1). The original building is approximately 3,500 square feet, with a later addition of a 500 square foot carport at the rear side of the building, and sits on an 8,000 square foot lot of a residential block in the Pacific Park neighborhood.

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Construction Contract for the Cypress Center Restoration October 21, 2025

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The project will transform the building and surrounding exterior spaces into a new community services space, while restoring and preserving the building’s historic integrity and its historic register standing. The Santa Ana Police Athletic & Activity League (PAAL) is proposed as the new tenant, with programming to include an open community area with a check-in desk, classrooms for recreation and art activities, restrooms, and dedicated staff spaces.

Site improvements will address grading, concrete and asphalt work, American with Disabilities Act (ADA) compliant access, utility connections, fencing and gates, lighting, drainage, irrigation, and landscaping. The exterior will be carefully restored using original historic drawings and photos to recreate doors, windows, and character-defining features, with repairs to the clay tile roof, stucco, and decorative tiling. Interior spaces will be designed to provide safe, accessible, and engaging areas that are modern yet complementary to the historic character. The restoration is especially necessary due to ongoing vandalism and trespassing, which have compromised the building’s condition.

Project Advertisement and Contractor Procurement
To provide an opportunity for local vendors to submit bids, the City notified a total of 1,817 vendors via PlanetBids. Furthermore, staff specifically reached out to Santa Ana vendors to encourage their participation in bids. A total of four bids were received and deemed responsive. No bids were received from Santa Ana contractors.

This project was advertised in PlanetBids from July 31, 2025 to August 28, 2025. Bids were received electronically via PlanetBids on August 28, 2025. A copy of construction plans, contracts, specifications ,and all related reference materials (such as The Greenbook) are available for public review at the City’s Public Works Agency, Central Files office located in City Hall.

Construction Contract Bid Results Summary
RANK BIDDER’S NAME LOCATION BASE BID
1 Loengreen Inc. Los Angeles, CA $3,322,512
2 CALTEC Corp. Irvine, CA $3,665,000
3 G2K Construction Inc. Agoura Hills, CA $3,688,888
4 Armstrong Cal Builders Inc. Stanton, CA $3,979,000
Loengreen, Inc. submitted the lowest responsive bid in the amount of $3,322,512 (Exhibit 2). Based on the bid analysis, reference checks, and evaluation against the bid criteria, staff finds Loengreen, Inc. to be a responsible and qualified bidder and recommends awarding them the construction contract. Loengreen, Inc. has previously performed work as a prime contractor for the City of Santa Ana within the past five years, including the Council Chamber ADA Compliance Project (No. 22-0504). The contractor has demonstrated the stability and experience to meet the City’s plans,

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Construction Contract for the Cypress Center Restoration October 21, 2025

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specifications, and expectations, delivering work that staff found to be both high in quality and efficiently completed. (Exhibit 3).

Project Delivery
To deliver a complete project, in addition to the construction contract, the estimated total project delivery cost includes a budget allocation for construction administration, inspection, and testing. Construction administration and inspection may be performed by either Staff or consultants and includes construction management, inspection of the Contractor’s work to ensure contract compliance, workmanship and quality, materials testing, and implementation of the labor requirements.

Any of the allocated construction administration funds not spent are considered project savings and are returned to the respective fund balances upon close out of the project.

As indicated in the Cost Analysis and as summarized in the table below, the estimated total construction delivery cost of the project is $3,894,340.

Project Item Total
Construction Contract Bid Amount $3,322,512
Construction Administration $127,775
Inspection $79,860
Testing $31,943
Unforeseen Conditions $332,250
TOTAL ESTIMATED CONSTRUCTION DELIVERY COST $3,894,340
Project Schedule and Contract Time
The project completion date is scheduled for November 2026, barring unforeseeable conditions such as rain, natural disasters, or other delays beyond the control of the City and of the Contractor. The contract duration allotted for this project is 250 working days, as specified in the bid documents. The 250 working days are necessary due to the building’s historic status, coordination of multiple trades, and long lead times for specialized materials, such as electrical switchgear, and procurement of historically appropriate components. Working days are counted in accordance with the City’s Standard Specifications, which exclude weekends, City-observed holidays, and inclement weather days that prevent work.

The contractor was required to submit a construction schedule as part of their bid to expedite delivery of the project. The projected completion date based on the submitted schedule is November 2026, which is within the allotted 250 working days. If the contractor fails to deliver on time they will be assessed a penalty of $1,200 per calendar day as specified in the bid documents.

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Construction Contract for the Cypress Center Restoration October 21, 2025

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Project Milestones
Milestone Estimated Date Notes
Administrative Startup October 2025 Contract execution, bonds, insurance
Material Procurement Ongoing Procurement may take place concurrently with construction.

Contractor Mobilization November 2025 Start of construction activities Project Completion November 2026 Based on contractor’s
schedule
The contractor will be constructing this project in a singular phase, fulfilling the scope of work as outlined in the contract documents. The contractor is responsible for determining the scheduling and sequencing of activities based on their proposed means and methods.

Public Outreach
A total of eleven neighborhood meetings were held with residents to present the proposed project, provide updates, and receive community input. The outreach process provided an opportunity for community members to comment on design features and site improvements. Feedback received during those meetings was incorporated into the final project scope to ensure the restoration responds to both community needs and regulatory requirements.

Upon Council approval of the recommended actions, prior to start of construction, the Contractor is required to issue construction notices to adjacent residents and businesses at least two weeks before construction begins. Additionally, the contractor is required to install signage at the project site indicating project details and contact information.

ENVIRONMENTAL IMPACT
Pursuant to the California Environmental Quality Act (CEQA), the recommended actions are exempt from further review pursuant to Section 15301(b) of the CEQA Guidelines for projects consisting of repair/maintenance to existing public facilities. The proposed project continues to meet these parameters of the CEQA Guidelines and Categorical Exemption Environmental Review No. ER-2025-096 will be filed for Project 22-6023 (Exhibit 4).

FISCAL IMPACT
As indicated in the Cost Analysis, the estimated total construction delivery cost of the project is $3,894,340. All funds are available for expenditure in Fiscal Year 2025-26. Any remaining balances not expended by the end of the fiscal year will be presented to City Council for approval of carryovers to Fiscal Year 2026-27 (Exhibit 5).

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Construction Contract for the Cypress Center Restoration October 21, 2025

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The proposed contract authorizes staff a maximum of 10% for construction contract change orders. Staff will return to City Council for authorization and appropriation of additional funding if necessary.

The FY 2025-26 Capital Improvement Program amendment includes $394,340 from the project’s design phase, which is being reallocated to fully fund the cost of construction.

Fiscal
Year
Accounting Unit
– Account No.
(Project No.)
Fund
Description
Accounting Unit,
Account Description Amount
Current Budget
2025-26 01117017-66200
(22-6023)
General
Fund
PWA – Service
Enhancement, Buildings
& Building Improvements
$394,340
2025-26 01117607-66200
(22-6023)
General
Fund
PWA – Services,
Buildings & Building
Improvements
$3,500,000
TOTAL $3,894,340

EXHIBIT(S)

1. Exhibit 1 – Location Map

2. Exhibit 2 – Bid Proposal

3. Exhibit 3 – Construction Contract

4. Exhibit 4 – Environmental Determination

5. Exhibit 5 – Capital Improvement Project Worksheet
Submitted By: Rodolfo Rosas, P.E., Acting Executive Director – Public Works Agency Approved By: Alvaro Nuñez, City Manager

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PWA

SANTA ANA

PUBLIC WORKS AGENCY
Project No. 22-6023
Cypress Center Restoration
Exhibit 1

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Item Description Qty Unit Amount
1 Division 01: General Requirements 1 LS $ 66,077.00 2 Division 02: Existing Conditions 1 LS $ 115,060.00 3 Division 03: Concrete 1 LS $ 113,920.00 4 Division 05: Metals 1 LS $ 237,116.00 5 Division 06: Wood, Plastics, and Composites 1 LS $ 355,894.00 6 Division 07: Thermal and Moisture Protection 1 LS $ 201,772.00 7 Division 08: Openings 1 LS $ 162,833.00 8 Division 09: Finishes 1 LS $ 267,259.00 9 Division 10: Specialties 1 LS $ 36,285.00 10 Division 12: Furnishings 1 LS $ 41,157.00 11 Division 21: Fire Suppression 1 LS $ 58,105.00 12 Division 22: Plumbing 1 LS $ 279,026.00 13 Division 23: Heating, Ventilating, and Air
Conditioning (HVAC) 1 LS $ 181,080.00
14 Division 26: Electrical 1 LS $ 552,560.00 REQUIREMENT:

The undersigned bidder declares that they have carefully examined the location of the proposed work, that they have examined the Contract Documents in its entirety and hereby proposes to furnish all material and do all the work required to complete the said work in accordance with said plans (if any) and the specifications for the unit price(s) or lump sum(s) set forth in the following schedule:
$ 181,080.00
$ 552,560.00
$ 267,259.00
$ 36,285.00
$ 41,157.00
$ 58,105.00
$ 279,026.00
$ 113,920.00
$ 237,116.00
$ 355,894.00
$ 201,772.00
$ 162,833.00
Unit Price
$ 66,077.00
$ 115,060.00

BID PROPOSAL
TO: CITY COUNCIL OF THE CITY OF SANTA ANA
FROM:

CITY OF SANTA ANA

PROPOSAL
PROJECT NO.: 22-6023

CYPRESS CENTER RESTORATION

LOENGREEN INC

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Item Description Qty Unit Amount
15 Division 27: Communications 1 LS $ 31,957.00 16 Division 28: Electronic Safety and
Security 1 LS $ -
17 Division 31: Earthwork 1 LS $ 18,157.00 18 Division 32: Exterior Improvements 1 LS $ 82,150.00 19 Division 33: Utilities 1 LS $ 447,894.00 20 Division 34: Transportation 1 LS $ 24,210.00 21 Division 02: Existing Conditions – Remediation 1 LS $ - 22 Construction Permits 1 Allow 50,000.00 $ $ 50,000
TOTAL BASE BID $ 3,322,512.00 The lowest responsible bidder shall be selected based on the total base bid. The City reserves the right to award the Base Bid, and any, all, or none of the add-alternate bid items (if any). $ 18,157.00
$ 82,150.00
$ 447,894.00
$ 24,210.00
$ -
Unit Price
$ 31,957.00
$ -

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CITY OF SANTA ANA

PROPOSAL
PROJECT NO.: 22-6023

CYPRESS CENTER RESTORATION

P-3 of P-19

TIME FOR COMPLETION OF IMPROVEMENTS AND LIQUIDATED DAMAGES The undersigned bidder hereby proposes to complete the Work for the total base bid amount shown above, within two-hundred fifty (250) working days after the commencement date stated in the Notice to Proceed.

The liquidated damages amount, in lieu of the amount specified in Subsection 6-9 of the Standard Specifications, shall be $1,200 per calendar day.

Name of Firm

Signature of BIDDER

Title
(If an individual, so state. If a firm or co-partnership, state the firm name and give the names of all individual co-partners composing the firm. If a corporation, state legal name of corporation, and names of President, Secretary, Treasurer and Manager, thereof.)

LOENGREEN INC
President

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CITY OF SANTA ANA

PROPOSAL
PROJECT NO.: 22-6023

CYPRESS CENTER RESTORATION

P-4 of P-19
BIDDER’S STATEMENT
BIDDER understands and agrees that this Bid Proposal, Contract Documents and subsequent Construction Contract Agreement shall constitute the entire agreement between BIDDER and the AGENCY only after it has been accepted by the City Council, endorsed by the Clerk of the Council with her signature and official seal noting hereon the action of approval of the Council, signed by the Public Works Agency Executive Director or his/her duly authorized agent, and signed by the City Attorney, denoting his approval of the form of this document, and its execution, and when it or an exact copy of it has been either delivered to BIDDER or deposited with the United States Postal Service properly addressed to the BIDDER with the correct postage affixed thereto.

BIDDER further agrees that upon delivery (as defined above) of the accepted agreement he/she will furnish AGENCY all required bonds and certificate of liability insurance within ten (10) business days or the funds, check, draft, or BIDDERS bond substituted i n lieu thereof accompanying this proposal shall become the property of the AGENCY and shall be considered as payment of damages due to the delay and other causes suffered by AGENCY because of the failure to furnish the necessary bonds and because it is distinctly agreed that the proof of damages actually suffered is difficult to ascertain; otherwise said funds, check, drafts, or BIDDER’S bond substituted in lieu thereof shall be returned to the undersigned.

BIDDER understands that a bid is required for the entire work, the estimated quantities set forth in the bid schedule are solely for the purpose of comparing bids, and that final compensation under the contract will be based upon the actual quantities of work satisfactorily completed. The BIDDER also certifies that the bid is a balanced bid.

In accordance with Section 7028.15 of the California Business and Professions Code, the undersigned certifies under penalty of perjury that the foregoing is true and correct.

Name of Firm

Signature of BIDDER

LOENGREEN INC
President

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CITY OF SANTA ANA

PROPOSAL
PROJECT NO.: 22-6023

CYPRESS CENTER RESTORATION

P-5 of P-19
CONTRACTOR’S LICENSING AND REGISTRATION STATEMENT
The undersigned contractor, or corporate officer, declares under penalty of perjury that he/she and all his/her subcontractors are registered with the State of California Department of Industrial Relations (DIR), and that the following is true and correct.

Contractor’s Name:

Business Address:

Business E-Mail Address:

Telephone:

State Contractor’s License No. and Class:

License Expiration Date:

State Dept. of Industrial Relations (DIR)
Registration No.:

State Dept. of Industrial Relations (DIR)
Registration Expiration Date:

Signed:

Title:

LOENGREEN INC
2837 James M Wood Blvd, Los Angeles, CA 90006
[email protected]
833-655-2278
1036448 A & B
03/30/2026
1000526947
06/30/2026
President

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CITY OF SANTA ANA

PROPOSAL
PROJECT NO.: 22-6023

CYPRESS CENTER RESTORATION

P-6 of P-19

PREVAILING WAGE COMPLIANCE AND MONITORING STATEMENT
Contractor is aware of the requirements of California Labor Code Section 1720, et seq., as well as California Code of Regulations, Title 8, Section 16,000, et seq., (“Prevailing Wage Laws”), which require the payment of prevailing wage rates and the performance of other requirements on “public works” and “maintenance” projects. Since the services are being performed as part of an applicable “public works” or “maintenance” project, as defined by the Prevailing Wage Laws, and since the total compensation is $ 1,000 or more, Contractor agrees to fully comply with such Prevailing Wage Laws.

City shall provide Contractor with a copy of the prevailing rates of per diem wages in effect at the commencement of this Agreement. Contractor shall make copies of the preva iling rates of per diem wages for each craft, classification or type of worker needed to execute the services available to interested parties upon request, and shall post copies at the Contractor’s principal place of business and at the project site.

Contractor shall defend, indemnify and hold the City, its elected officials, officers, employees and agents free and harmless from any claim or liability arising out of any failure or alleged failure to comply with the Prevailing Wage Laws.

The undersigned certifies that the foregoing is true and correct.

Name of Firm

Signature of BIDDER

Title
(if an individual, so state)

LOENGREEN INC
President

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CITY OF SANTA ANA

PROPOSAL
PROJECT NO.: 22-6023

CYPRESS CENTER RESTORATION
P-9 of P-19

LIST OF SUB-CONTRACTORS
Section 4100 et. seq. of the Public Contract Code requires listing of all subcontractors with the bid for all subcontract work exceeding the following amount:
o Streets, highways including bridge projects: ½% of the bid or $10,000, whichever is greater o Buildings, parks, or other projects: ½% of the bid
Section 1725.5 of the Publ ic Contract Code requires all Subcontractors be registered with the State Department of Industrial Relations (DIR).

BIDDER proposes to subcontract certain portions of the work to the firms listed below:

Name Name
License #/Exp. License #/Exp.

DIR Reg. #/Exp. DIR Reg. #/Exp.

Location Location
Phone Phone
Type Of Work Type Of Work
Amount $ Amount $
Name Name
License #/Exp. License #/Exp.

DIR Reg. #/Exp. DIR Reg. #/Exp.

License # License #
Location Location
Phone Phone
Type Of Work Type Of Work
Amount $ Amount $
Name Name
License #/Exp. License #/Exp.

DIR Reg. #/Exp. DIR Reg. #/Exp.

License # License #
Location Location
Phone Phone
Type Of Work Type Of Work
Amount $ Amount $
Signature of Bidder
(951) 244-2235
(415) 623-6150
(800) 486-8606
(949) 324-4452
(800) 518-7337
Graham Crackers-Demo, Inc.
745828, 2/28/2026
1000016734, 6/30/2026
25125 Felswood Road, Menifee, CA 92584
Demolition
$62,250.00
Baysals Inc
1140296, 7/31/2027
2000013675, 6/30/2026
11 Abbeywood Ln, Aliso Viejo, CA 92656, US
Concrete
$104,330.00
Lobby Traffic Systems Inc.
578412, 11/30/2025
1000010804, 6/30/2025
8583 Irvine Center Drive #10, Irvine, CA 92618
Wrought Iron Fence
$183,900.00
Restco Roofing Inc
1076149, 5/31/2027
2000009523, 6/30/2026
20432 James Bay Circle, Lake Forest, CA 92653
Roofing
$148,800.00
San Diego Electric Sign Inc
750379, 6/30/2026
1000006132, 630/2026
1890 Cordell Ct #105, El Cajon, CA 92020
Signage
$11,725.18
Tiling
Continental Marble & Tile Co.
394, 10/31/2026
1000002594, 6/30/2027
2460 Anselmo Drive, Corona, CA 92879
(951) 284-1776
$36,025.00

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CITY OF SANTA ANA

PROPOSAL
PROJECT NO.: 22-6023

CYPRESS CENTER RESTORATION
P-9 of P-19

BIDDER proposes to subcontract certain portions of the work to the firms listed below:

Name Name
License #/Exp. License #/Exp.

DIR Reg. #/Exp. DIR Reg. #/Exp.

Location Location
Phone Phone
Type Of Work Type Of Work
Amount $ Amount $
Name Name
License #/Exp. License #/Exp.

DIR Reg. #/Exp. DIR Reg. #/Exp.

License # License #
Location Location
Phone Phone
Type Of Work Type Of Work
Amount $ Amount $
Name Name
License #/Exp. License #/Exp.

DIR Reg. #/Exp. DIR Reg. #/Exp.

License # License #
Location Location
Phone Phone
Type Of Work Type Of Work
Amount $ Amount $
Signature of Bidder

Choice Builder Solutions, LLC
1032593, 2/28/2027
1000060248, 6/30/2026
4335 E. Lowell St, Suite D, Ontario, CA 91761
(805) 236-7533
Toilet Patition
$17,550.00
Verne’s Plumbing, Inc.
674077, 7/31/2027
1000000572, 6/30/2028
8561 Whitaker St., Buena Park, CA 90621
(714) 994-1971
Plumbing
$480,500.00
Extreme Plates, LLC
1042729, 8/31/2026
1000649792, 6/30/2027
PO Box 42, Yucaipa, CA 92399
(909) 321-4900
Earth moving
$10,822.38
Westco Service Company
670542, 5/31/2027
1000000840, 6/30/2028
9691 SUNLAND BLVD SHADOW HILLS, CA 91040
(818) 504-6353
HVAC
$149,588.00
Johnson Controls Fire Protection LP
986047, 8/31/2027
1000000576, 6/30/2028
3568 Ruffin Road South, San Diego, CA 92123
619-458-6758
FIre alarm
$26,344.92

THE CL FRONTIER FIRE INC
1044552, 9/30/2026
1001079160, 6/30/2027
7439 LA PALMA AVE #146 BUENA PARK, CA 90620
(213) 219-3388
Fire sprinkler
$45,000.00

City Council
15 –
19 10/21/2025

CITY OF SANTA ANA

PROPOSAL
PROJECT NO.: 22-6023

CYPRESS CENTER RESTORATION

P-9 of P-19

BIDDER proposes to subcontract certain portions of the work to the firms listed below:

Name Name
License #/Exp. License #/Exp.

DIR Reg. #/Exp. DIR Reg. #/Exp.

Location Location
Phone Phone
Type Of Work Type Of Work
Amount $ Amount $

Name Name
License #/Exp. License #/Exp.

DIR Reg. #/Exp. DIR Reg. #/Exp.

License # License #
Location Location
Phone Phone
Type Of Work Type Of Work
Amount $ Amount $

Name Name
License #/Exp. License #/Exp.

DIR Reg. #/Exp. DIR Reg. #/Exp.

License # License #
Location Location
Phone Phone
Type Of Work Type Of Work
Amount $ Amount $

Signature of Bidder
CamMer Electric, Inc.
1103398, 4/30/2027
1001035239, 6/30/2027
117 S. Pennsylvania Ave, Unit B, Glendora, CA 91741
Electrical
(619) 882-4556
$456,463.00

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20 10/21/2025

CITY OF SANTA ANA

PROPOSAL
PROJECT NO.: 22-6023

CYPRESS CENTER RESTORATION

P-10 of P-19

REFERENCES
The following are the names, addresses, and telephone numbers for THREE public agencies for which the BIDDER has performed similar work within the past three years.

1. Name and Address of Owner.

Name and Telephone Number of person familiar with project.

Contract Amount Type of Work Date Completed

2. Name and Address of owner.

Name and Telephone Number of person familiar with project.

Contract Amount Type of Work Date Completed

3. Name and Address of owner.

Name and Telephone Number of person familiar with project.

Contract Amount Type of Work Date Completed

The following are the names, addresses, and telephone numbers of all brokers and sureties from whom BIDDER intends to procure insurance and bonds.

$4,040,000
New commercial building
City of Placentia – 405 E Chapman Ave, Placentia, CA 92870 City of Ontario – 303 E B St, Ontario, CA 91764
$1,728,000
Tenant improvement
05/26/2024
City of Santa Ana – 20 Civic Center Plaza, Santa Ana, CA 91702 $915,000
Tenant improvement
02/21/2025
Adrian Escamilla (909-395-2635)
Christopher Tanio (714-993-8132)
Gerado Padilla ([email protected])
Aaaron Fosburg/ Addured Partners/ 2913 S Pullman St, Santa Ana, CA 92705/ 714-808-2524

City Council
15 –
21 10/21/2025

CITY OF SANTA ANA

PROPOSAL
PROJECT NO.: 22-6023

CYPRESS CENTER RESTORATION

P-11 of P-19

ADDITIONAL REFERENCES
The following are the names, addresses, and telephone numbers for THREE public agencies for which the BIDDER or Subcontractor has performed similar work in the past five years.

1. Name and Address of Owner.

Name and Telephone Number of person familiar with project.

Contract Amount Type of Work Date Completed

2. Name and Address of owner.

Name and Telephone Number of person familiar with project.

Contract Amount Type of Work Date Completed

3. Name and Address of owner.

Name and Telephone Number of person familiar with project.

Contract Amount Type of Work Date Completed

City of Pomona
Matt Pilarz (909-620-2311)
$380,000
Tenant improvement
07/31/2024

City Council
15 –
22 10/21/2025

City Council
15 –
23 10/21/2025

City Council
15 –
24 10/21/2025

CITY OF SANTA ANA

PROPOSAL
PROJECT NO.: 22-6023

CYPRESS CENTER RESTORATION

P-13 of P-19

NON-DISCRIMINATION CERTIFICATE
The undersigned contractor or corporate officer, during the performance of this contract, certifies as follows:

1. The Contractor shall not discriminate against any employee or applicant for employment because of race, color, religion, sex, or national origin. The Contractor shall take affirmative action to ensure that applicants are employed, an d that employees are treated during employment without, regard to their race, color, religion, sex, or national origin. Such action shall include, but not be limited to, the following: employment, upgrading, demotion, or transfer; recruitment or recruitm ent advertising; layoff or termination; rates of pay or other forms of compensation; and selection for training, including apprenticeship. The Contractor agrees to post in conspicuous places, available to employees and applicants for employment, notices to be provided setting forth the provisions of this nondiscrimination clause.

2. The Contractor shall, in all solicitations or advertisements for employees placed by or on behalf of the Contractor, state that all qualified applicants will receive consideration for employment without regard to race, color, religion, sex, or national origin.

3. The Contractor shall send to each labor union or representative of workers with which he/she has a collective bargaining agreement or other contract or understanding, a notic e to be provided advising the said labor union or workers’ representatives of the Contractor’s commitments under this section, and shall post copies of the notice in conspicuous places available to employees and applicants for employment.

4. The Contractor shall comply with all provisions of Executive Order 11246 of September 24, 1965, and of the rules, regulations, and relevant orders of the Secretary of Labor.

5. The Contractor shall furnish all information and reports required by Executive Order 11246 of September 24, 1965, and by rules, regulations, and orders of the Secretary of Labor, or pursuant thereto, and will permit access to his/her books, records, and accounts by the administering agency and the Secretary of Labor for purposes of investigation, to ascertain compliance with such rules, regulations, and orders.

6. In the event of the Contractor’s non -compliance with the nondiscrimination clauses of this contract or with any of the said rules, regulations, or orders, the contract may be canceled, terminated, or suspended in whole or in part and the Contractor may be declared ineligible for further Government contracts or federally assisted construction contracts in accordance with procedures authorized in Execution Order 11246 of September 24, 1965, and such other sanctions may be imposed and remedies invoked as provided in Executive Order 11246 of September 24, 1965, or by rule, regulations, or order of the Secretary of Labor, or as otherwise provided by law.

City Council
15 –
25 10/21/2025

CITY OF SANTA ANA

PROPOSAL
PROJECT NO.: 22-6023

CYPRESS CENTER RESTORATION

P-14 of P-19

7. The Contractor shall include the portion of the sentence immediately preceding paragraph (1) and the provisions of paragraphs (1) through (7) in every subcontract or purchase order unless exempted by rules, regulations, or orders of the Secretary of Labor issued pursuant to Section 204 of Executive Order 11246 of September 24, 1965, so that such provisions will be binding upon each subcontract or purchase order as the administering agency may direct as means of enforcing such provisions, including sanctions for noncompliance; provided, however, that in the event the Contractor becomes involved in, or is threatened with, litigation with a subcontractor or vendor as a result of such direction by the administering agency, the Contractor may request that the United States enter into such litigation to protect t he interests of the United States.

8. Pursuant to California Labor Code Section 1735, as added by Chapter 643 Stats. 1939, and as amended, no discrimination shall be made in the employment of persons upon public works because of race, religious creed, color, national origin, ancestry, physical handicaps, mental condition, marital status, or sex of such persons, except as provided in Section 1420, and any contractor of public works violating this Section is subject to all the penalties imposed for a violation of the Chapter.

Signed:

Title:

Firm:

Date:

President

LOENGREEN INC
08/28/2025

City Council
15 –
26 10/21/2025

CITY OF SANTA ANA

PROPOSAL
PROJECT NO.: 22-6023

CYPRESS CENTER RESTORATION

P-15 of P-19

STATEMENT REGARDING APPRENTICESHIP REQUIREMENTS
The undersigned BIDDER is familiar with the requirements of Section 1777.5 of the State Labor Code regarding employment of apprentices, and understands that contractors on contracts exceeding $30,000 or 20 working days shall:

1. Apply to the joint apprenticeship committee administering the apprenticeship standards of the craft or trade in the area of the site of the public work for a certificate approving the contractor under the apprenticeship standards for the employment and training of apprentices in the area or industry affected.

2. Employ the number of apprentices or the ratio of apprentices to journeymen stipulated in the apprenticeship standards.

3. Contribute to the fund or funds in each craft or trade in which he/she employs journeymen or apprentices on the public work, in the same amount or upon the same basis and in the same manner as the other contractors, except contractors not signatory to the trust ag reement shall pay a like amount to the California Apprenticeship Council.

Signed:

Title:

Firm:

Date:

President

LOENGREEN INC
08/28/2025

City Council
15 –
27 10/21/2025

CITY OF SANTA ANA

PROPOSAL
PROJECT NO.: 22-6023

CYPRESS CENTER RESTORATION

P-16 of P-19
STATEMENT REGARDING “ANTI-KICKBACK” REQUIREMENTS
The undersigned is submitting this proposal for performing by contract the work required by these bid documents, agrees to comply with the Copeland “Anti -Kickback” Act (18 USC 74) as supplemented in the Department of Labor regulations (29 CFR, Part 3). This act provides that each contractor or subcontractor shall be prohibited from inducing, by any means, any person employed in the construction or repair of public work, to give up any part of the compensation to which he/she is otherwise entitled.

Signed:

Title:

Firm:

President

LOENGREEN INC

City Council
15 –
28 10/21/2025

CITY OF SANTA ANA

PROPOSAL
PROJECT NO.: 22-6023

CYPRESS CENTER RESTORATION

P-17 of P-19

FLEET COMPLIANCE CERTIFICATION
Bidder hereby acknowledges that they have reviewed the California Air Resources Board’s policies, rules and regulations and are familiar with the requirements of Title 13, California Code of Regulations, Division 3, Chapter 9, effective on January 1, 2024 (the “Regulation”). Bidder hereby certifies, subject to penalty for perjury, that the option checked below relating to the Bidder’s fleet, and/or that of their subcontractor(s) (“Fleet”) is true and correct:

The Fleet is subject to the requirements of th e Regulation, and the appropriate Certificate(s) of Reported Compliance have been attached hereto.

The Fleet is exempt from the Regulation under section 2449.1(f)(2), and a signed description of the subject vehicles, and reasoning for exemption has been attached hereto.

Bidder and/or their subcontractor is unable to procure R99 or R100 renewable diesel fuel as defined in the Regulation pursuant to section 2449.1(f)(3). Bidder shall keep detailed records describing the normal refueling methods, their attempts to procure renewable diesel fuel and proof that shows they were not able to procure renewable diesel (i.e. third party correspondence or vendor bids).

The Fleet is exempt from the requirements of the Regulation pursuant to section 2449(i)(4) because this Project has been deemed an Emergency, as defined under section 2449(c)(18). Bidder shall only operate the exempted vehicles in the emergency situation and records of the exempted vehicles must be maintained, pursuant to section 2449(i)(4).

The Fleet does not fall under the Regulation or are otherwise exempted and a detailed reasoning is attached hereto.

Name of Bidder:

Signature:

Name:

Title:

Date:

LOENGREEN INC
Jeong Won Hong
President
08/28/2025

City Council
15 –
29 10/21/2025

CITY OF SANTA ANA

PROPOSAL
PROJECT NO.: 22-6023

CYPRESS CENTER RESTORATION

P-18 of P-19
PUBLIC CONTRACT CODE SECTION 10162 QUESTIONNAIRE
In conformance with Public Contract Code Section 10162, the BIDDER shall complete, under penalty of perjury, the following questionnaire:

Has the BIDDER, any officer of the BIDDER, or any employee of the BIDDER who has a proprietary interest in the BIDDER, ever been disqualified, removed, or otherwise prevented from bidding on, or completing a federal, state, or local government project because of a violation of law or a safety regulation?
Yes No
If the answer is yes, explain the circumstances in the following space.

City Council
15 –
30 10/21/2025

CITY OF SANTA ANA

PROPOSAL
PROJECT NO.: 22-6023

CYPRESS CENTER RESTORATION

P-19 of P-19

STATEMENT REGARDING COMMUNITY WORKFORCE AGREEMENT (CWA)

REQUIREMENTS
This is to certify that the undersigned BIDDER, and subcontractors, have read and understood the CWA entered into by and between the City of Santa Ana, the Los Angeles/Orange Counties Building and Construction Trades Council, and the signatory Craft Councils and Local Unions , effective as of June 6, 2023.

The undersigned BIDDER hereby agrees to comply with all terms and conditions of the CWA, and is capable of completing construction of the project continuously, and without interruptions or delays. If awarded any work covered by the CWA, BIDDER will also be required to sign the Letter of Assent that appears as Attachment A to the CWA.

The undersigned BIDDER has reviewed the Public Works Construction Permit and required deposit described in Section 2-2a and the Notice of Inviting Bids.

Signed:

Title:

Firm:

Date:

President

LOENGREEN INC
08/28/2025

City Council
15 –
31 10/21/2025

City Council
15 –
32 10/21/2025

CITY OF SANTA ANA

CONSTRUCTION CONTRACT
rev. 09/01/2017 Page 1 of 3
PROJECT 22-6023

SANTA ANA CYPRESS CENTER RESTORATION
This CONSTRUCTION CONTRACT is made and entered into this 21st day of October 2025 by and between the City of Santa Ana, California, a charter city and municipal corporation organized and existing under the Constitution and laws of the State of California (hereinafter “CITY”) , and Loengreen Inc. (hereinafter “CONTRACTOR”).

WITNESSETH:

The CITY and the CONTRACTOR, for the consideration hereinafter named, mutually agree as follows:

1. CONTRACTOR agrees to perform all the work and furnish all the materials at its own cost and expense necessary to construct and complete in a good and workmanlike manner and to the satisfaction of the City Engineer of the CITY, the Santa Ana Cypress Center Restoration Project ( hereinafter referred to as the “WORK OF IMPROVEMENT”) identified in and in accordance with the Contract Documents prepared by the City’s Public Works Agency and approved by the City Council.

2. The complete Construction Contract consists of the “Contract Documents” as defined by the Standard Specifications for Public Works Construction and which include the following:
• Notice Inviting Bids
• Information to Bidders
• Bid Proposal
• Bid Bond
• Contract Form
• Contract Bonds
• General Provisions
• Special Provisions
• Technical Provisions and Project Plans
• Community Workforce Agreement
• Appendices
In case of conflict between the Contract Documents, the precedence of documents shall be as established in the Standard Specifications for Public Works Construction.

3. CITY agrees to pay and CONTRACTOR agrees to accept in full payment to complete the WORK OF IMPROVEMENT the sum total amount not to exceed Three Million Three Hundred Twenty -Two Thousand Five Hundred Twelve Dollars and No Cents ($3,322,512.00), as set forth and identified in the BID PROPOSAL, which is attached hereto and incorporated herein as Exhibit “A.” The BID PROPOSAL contains a schedule of unit price(s) or lump sum(s) based on approximate quantities only, and the City does not expressly or by implication agree that the actual amount of work will correspond therewith, but reserves the right to increase or decrease the amount of any class or portion of the work or to omit portions of the work as may be deemed necessary or advisable.

City Council
15 –
33 10/21/2025

Page 2 of 3 ends

4. CONTRACTOR agrees to complete the WORK OF IMPROVEMENT within the time specified in the Time for Completion of Improvements section of the BID PROPOSAL (Exhibit “A”) including commencing construction within the timeframe therein specified after issuance of a Notice to Proceed.

5. The CONTRACTOR will pay, and will require all subcontractors to pay, all employees on the WORK OF IMPROVEMENT a salary or wage at least equal to the prevailing salary or wage establ ished for such work as set forth in the wage determinations for this work in accordance with applicable State and Federal law.

6. If applicable, the CONTRACTOR shall adhere to the CITY’S Community Workforce Agreement (CWA), a pre-hire collective bargaining agreement, which establishes the labor relations policies and procedures for CONTRACTOR to follow in the crafts persons employed to complete the WORK OF IMPROVEMENT as more fully described in the CWA. The CWA may be found on the City’s website at: http://www.santa-ana.org/pwa/documents/CWA.pdf

7. CONTRACTOR shall, after award of this Contract, furnish two bonds to be approved by the CITY, one in the amount of One Hundred Percent (100%) of the Contract price, to guarantee the faithful performance of the work (Performance Bond), and one in the amount of One Hundred Percent (100%) of the Contract price to guarantee payment of all claims for labor and materials furnished (Payment Bond). This Contract shall not become effective until such bonds are supplied to and approved by the CITY.

8. CONTRACTOR shall, prior to the release of the performance and payment bonds or the retention payment, furnish a warranty performance and payment bond (Warranty Bond). Said Warranty Bond shall also be required as a condition of project acceptance. For projects up to Five Hundred Thousand Dollars ($500,000), the Warranty Bond amount shall be the greater of Ten Thousand Dollars ($10,000) or Twenty Percent ( 20%) of the final contract price. For projects above Five Hundred Thousand Dollars ($500,000), the Warranty Bond amount shall be the greater of One Hundred Thousand Dollars ($100,000) or Ten Percent (10%) of the final contract price.

9. CONTRACTOR shall, after award of t his Contract, furnish Certificates of Liability Insurance and Worker’s Compensation Insurance as outlined in the General Provisions, to be approved by the CITY.

10. INDEMNIFICATION.

To the fullest extent allowed by law, CONTRACTOR and its Subcontractors hereby agree to defend, indemnify, and hold harmless CITY, its City Council, boards and commissions, officers, agents, employees, representatives and volunteers (hereinafter collectively referred to as "Indemnitees"), through legal counsel acceptable to C ITY, from and against any liability, claims, actions, costs, damages or losses, including reasonable costs and attorney’s fees, for injury, including death to any person or damage to any property, arising directly or indirectly from, or in any manner relating to, any of the following:

(i) Performance or nonperformance of the Work of Improvement by CONTRACTOR or its Subcontractors of any lower tier;
(ii) Performance or nonperformance by CONTRACTOR or its Subcontractors of any lower tier , of any of the obligations under the Contract Documents;

City Council
15 –
34 10/21/2025

P age 3 of 3
(iii) The construction activities of CONTRACTOR or its Subcontractors of any lower tier , either on the project site or on other properties;
(iv) The payment or nonpayment by CONTRACTOR of any of its Subcontractors of any lower tier, for Work of Improvement performed on or off the project site; and (v) Any personal injury, property damage or economic loss to third persons related to and arising from the performance or nonperformance by CONTRACT OR or its Subcontractors of any lower tier, of the Work of Improvement.
(vi) The indemnity obligations of Subcontractors provided by this Section shall be included in all subcontract documents issued by CONTRACTOR.

N
othing in the Contract Documents shall be construed to give rise to any implied right of indemnity in favor of CONTRACTOR against CITY or any other Indemnitee.

IN WITNESS WHEREOF, the parties hereto have executed this Construction Contract on the day and year first above written.

ATTEST: CITY OF SANTA ANA
JENNIFER L. HALL ALVARO NUÑEZ
City Clerk City Manager
APPROVED AS TO FORM:

SONIA R. CARVALHO CONTRACTOR:

City Attorney Loengreen Inc.

By:

KYLE NELLESEN NAME:

Assistant City Attorney TITLE:

R
ECOMMENDED FOR APPROVAL:

RODOLFO ROSAS, P.E.

Acting Executive Director
Public Works Agency
Jeong Won Hong
President
Rodolfo Rosas
Digitally signed by Rodolfo Rosas
DN: cn=Rodolfo Rosas, email=rrosas@santa-
ana.org, c=US
Date: 2025.10.06 15:15:06 -07'00'

City Council
15 –
35 10/21/2025

BID PROPOSAL
TO: CITY COUNCIL OF THE CITY OF SANTA ANA
FROM:

CITY OF SANTA ANA

PROPOSAL
PROJECT NO.: 22-6023

CYPRESS CENTER RESTORATION

LOENGREEN INC

EXHIBIT A

City Council
15 –
36 10/21/2025

City Council
15 –
37 10/21/2025

CITY OF SANTA ANA

PROPOSAL
PROJECT NO.: 22-6023

CYPRESS CENTER RESTORATION

P-3 of P-19

The liquidated damages amount, in lieu of the amount specified in Subsection 6-9 of the Standard Specifications, shall be $1,200 per calendar day.

Name of Firm

Signature of BIDDER

LOENGREEN INC
President

City Council
15 –
38 10/21/2025

CITY OF SANTA ANA

PROPOSAL
PROJECT NO.: 22-6023

CYPRESS CENTER RESTORATION

In accordance with Section 7028.15 of the California Business and Professions Code, the undersigned certifies under penalty of perjury that the foregoing is true and correct.

Name of Firm

Signature of BIDDER

LOENGREEN INC
President

City Council
15 –
39 10/21/2025

MAYOR
Valerie Amezcua

MAYOR PRO TEM
Benjamin Vazquez

CITY MANAGER
Alvaro Nunez

CITY ATTORNEY
Sonia R. Carvalho

COUNCILMEMBERS
Phil Bacerra

CLERK OF THE COUNCIL
Jennifer L. Hall
Johnathan Ryan Hernandez
Jessie Lopez
David Penaloza
Thai Viet Phan

PUBLIC WORKS AGENCY
20 Civic Center Plaza (M-36)
P.O. BOX 1988 • Santa Ana, California 92702
(714) 647-5690 • Fax (714) 647-5823
www.santa-ana.org

NOTICE OF EXEMPTION
From the Requirements of the California Environmental Quality Act (CEQA) Fee Exemption per California Government Code Section 6103 To: COUNTY CLERK From: City of Santa Ana
County of Orange Public Works Agency
P.O. Box 238 20 Civic Center Plaza (M-36)
Santa Ana, CA 92702 Santa Ana, CA 92702
Project Title: Cypress Center Restoration
Project Number(s): 22-6023
Project Location: 625
Cypress Ave. Santa Ana CA, 92701
City: Santa Ana County: Orange ER Number: ER-2025-96 Date of Approval: 10/21/2025 Project Description:

Applicant Name:

Applicant Address:

Renovation to existing building.

City of Santa Ana, Public Works Agency
20 Civic Center Plaza M-36
Santa Ana, CA 92702
Name of Public Agency Approving Project: City Council
Name of Agency Carrying Out Project: Public Works Agency Exempt Status:
□ Ministerial (Sec. 15268)
□ Declared Emergency (Sec. 15269 (a))
□ Emergency Project (Sec. 15269 (b through e))
□ General Rule (Sec. 15061 (b)(3)/(5))
□ Stat utory Exemption:
0 Categorical Exemption: 15301 (b)
Reason(s) Why Project is Exempt From CEQA:
15301(b) consists of repair/ maintenance to existing public facilities.

City Contact: Robert Aguirre Title:

Signature:

Senior Civil Engineer Telephone: (714) 647-5652
Date:

City Council
15 –
40 10/21/2025

CITY OF SANTA ANA FY
25/26
CIP

CAPITAL IMPROVEMENT PROJECT WORKSHEET
PROJECT DESCRIPTION:

The historic Cypress Fire Station will be rehabilitated into a new Police Athletic and Activity League (PAAL) center. Work is to be done includes repairing damaged windows and exterior doors, reconfiguring floor plan to reflect new programming and code compliance, provide all new infrastructure, and installing new finishes. SBR
#2402
for
$3,500,000
was approved to fund this
project.

PROJECT NEED:

This building has been sitting vacant for years and has suffered continual break-ins and extreme vandalism.

PROJECT TITLE:

Cypress Fire Station Improvements
PROJECT CATEGORY:

City & Park Facility Improvements
Facility

LOCATION MAP
AGENCY:

DIVISION:

CONTACT:

DATE:

Public Works
Parks, Fleet & Facilities
Mike Ortiz, Deputy PW Director / Parks, Fleet, and
Facilities
23-Sep-2025

PROJECT COSTS
FY 25/26
FY 26/27
FY 27/28
FY 28/29
FY 29/30
FY 30/31
FY 31/32
Construction
3,894,340
-
-
-
-
-
-
TOTAL
3,894,340
-
-
-
-
-
-

SOURCE OF FUNDS
FY 25/26
FY 26/27
FY 27/28
FY 28/29
FY 29/30
FY 30/31
FY 31/32

GENERAL FUND
3,894,340
-
-
-
-
-
-
TOTAL
3,894,340
-
-
-
-
-
-

City Council
15 –
41 10/21/2025

Public Works Agency
www.santa-ana.org/pw
Item # 16
City of Santa Ana
20 Civic Center Plaza, Santa Ana, CA 92701
Staff Report
October 21, 2025
TOPIC: Resolution Declaring City-Owned Properties as Surplus Land and Exempt Surplus Land Pursuant to the California Surplus Land Act

AGENDA TITLE
Resolution Declaring City-Owned Properties as Surplus Land and Exempt Surplus Land Pursuant to the California Surplus Land Act and Directing the City Manager or their Designee to Comply with the Requirements of Government Code §54220 et seq. for the Sale and Activation of Surplus Land

RECOMMENDED ACTION

1. Adopt a resolution declaring City-owned property as surplus land and exempt surplus land and direct the City Manager or designee to comply with the requirements of Government Code §54220 et seq. for the sale and transfer of ownership accordingly.

RESOLUTION NO. 2025-XXX entitled A RESOLUTION OF THE CITY COUNCIL

OF THE CITY OF SANTA ANA DECLARING VARIOUS PROPERTIES AS

SURPLUS LAND AND EXEMPT SURPLUS LAND AND DIRECTING THE CITY

MANAGER TO FOLLOW THE PROCEDURES SET FORTH IN THE SURPLUS LAND ACT, CALIFORNIA GOVERNMENT CODE SECTION 54220, ET SEQ.,

AS AMENDED, FOR THEIR DISPOSITION

2.Determine that, pursuant to the California Environmental Quality Act, the recommended actions are exempt from further review pursuant to Section 15312 (Surplus Government Property Sales).

GOVERNMENT CODE §84308 APPLIES: No

DISCUSSION
Background
The Public Works Agency Engineering Services Division (PWA) is responsible for the administration and oversight of all capital improvement projects in the City. The City owns real property assets that were acquired for various roadway improvement projects and are remnant parcels following the completion of the projects.

City Council
16 –
1 10/21/2025

Resolution Declaring City-Owned Properties as Surplus Land and Exempt Surplus Land and Exempt Surplus Pursuant to the California Surplus Land Act October 21, 2025

Page 2 ends

Santa Ana City CouncilOctober 21, 2025

Santa Ana City Council
October 21, 2025