Agenda packet — Yorba Linda City Council, January 20, 2026 (part 16 of 17)

TC7974180.2s Page A-31
Feet to sea level: Not Reported Note: Not Reported
Level reading date: 1974-03-12 Feet below surface: 13.70 Feet to sea level: Not Reported Note: Not Reported
Level reading date: 1974-04-29 Feet below surface: 14.20 Feet to sea level: Not Reported Note: Not Reported
Level reading date: 1974-06-26 Feet below surface: 16.30 Feet to sea level: Not Reported Note: Not Reported
Level reading date: 1974-08-27 Feet below surface: 17.40 Feet to sea level: Not Reported Note: Not Reported
Level reading date: 1974-10-21 Feet below surface: 16.80 Feet to sea level: Not Reported Note: Not Reported
Level reading date: 1975-01-09 Feet below surface: 16.20 Feet to sea level: Not Reported Note: Not Reported
Level reading date: 1975-02-28 Feet below surface: 15.40 Feet to sea level: Not Reported Note: Not Reported
Level reading date: 1975-05-06 Feet below surface: 15.60 Feet to sea level: Not Reported Note: Not Reported
Level reading date: 1977-02-25 Feet below surface: 17.20 Feet to sea level: Not Reported Note: Not Reported
Level reading date: 1978-10-31 Feet below surface: 16.82 Feet to sea level: Not Reported Note: Not Reported
Level reading date: 1979-02-01 Feet below surface: 16.24 Feet to sea level: Not Reported Note: Not Reported
Level reading date: 1979-04-30 Feet below surface: 16.39 Feet to sea level: Not Reported Note: Not Reported
Level reading date: 1979-07-30 Feet below surface: 16.41 Feet to sea level: Not Reported Note: Not Reported
Level reading date: 1979-11-13 Feet below surface: 17.05 Feet to sea level: Not Reported Note: Not Reported
Level reading date: 1980-02-05 Feet below surface: 14.30 Feet to sea level: Not Reported Note: Not Reported
Level reading date: 1980-06-12 Feet below surface: 17.54 Feet to sea level: Not Reported Note: Not Reported
Level reading date: 1980-08-25 Feet below surface: 17.73 Feet to sea level: Not Reported Note: Not Reported
Level reading date: 1980-10-30 Feet below surface: 18.30 Feet to sea level: Not Reported Note: Not Reported
Level reading date: 1981-02-04 Feet below surface: 17.32 Feet to sea level: Not Reported Note: Not Reported
Level reading date: 1981-05-05 Feet below surface: 17.38 Feet to sea level: Not Reported Note: Not Reported
GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ®

Page 2164 of 2424 ends

TC7974180.2s Page A-32
Feet to sea level: Not Reported Note: Not Reported
Level reading date: 1971-02-01 Feet below surface: 13.80 Feet to sea level: Not Reported Note: Not Reported
Level reading date: 1971-03-01 Feet below surface: 13.60 Feet to sea level: Not Reported Note: Not Reported
Level reading date: 1971-04-01 Feet below surface: 17.00 Feet to sea level: Not Reported Note: Not Reported
Level reading date: 1971-04-26 Feet below surface: 15.90 Feet to sea level: Not Reported Note: Not Reported
Level reading date: 1971-05-24 Feet below surface: 23.20 Feet to sea level: Not Reported Note: Not Reported
Level reading date: 1971-06-28 Feet below surface: 20.70 Feet to sea level: Not Reported Note: Not Reported
Level reading date: 1971-08-27 Feet below surface: 24.40 Feet to sea level: Not Reported Note: Not Reported
Level reading date: 1971-10-26 Feet below surface: 27.50 Feet to sea level: Not Reported Note: Not Reported
Level reading date: 1972-01-03 Feet below surface: 13.00 Feet to sea level: Not Reported Note: Not Reported
Level reading date: 1972-02-23 Feet below surface: 11.90 Feet to sea level: Not Reported Note: Not Reported
Level reading date: 1972-04-26 Feet below surface: 16.70 Feet to sea level: Not Reported Note: Not Reported
Level reading date: 1972-06-22 Feet below surface: 22.20 Feet to sea level: Not Reported Note: Not Reported
Level reading date: 1972-08-28 Feet below surface: 23.70 Feet to sea level: Not Reported Note: Not Reported
Level reading date: 1972-10-26 Feet below surface: 19.10 Feet to sea level: Not Reported Note: Not Reported
Level reading date: 1972-12-26 Feet below surface: 14.30 Feet to sea level: Not Reported Note: Not Reported
Level reading date: 1973-02-23 Feet below surface: 13.80 Feet to sea level: Not Reported Note: Not Reported
Level reading date: 1973-05-08 Feet below surface: 15.00 Feet to sea level: Not Reported Note: Not Reported
Level reading date: 1973-06-29 Feet below surface: 17.20 Feet to sea level: Not Reported Note: Not Reported
Level reading date: 1973-08-27 Feet below surface: 17.80 Feet to sea level: Not Reported Note: Not Reported
Level reading date: 1973-10-30 Feet below surface: 20.00 Feet to sea level: Not Reported Note: Not Reported
Level reading date: 1974-01-02 Feet below surface: 16.50 GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ®

Page 2165 of 2424 ends

TC7974180.2s Page A-33
GeoTracker Data: Not Reported
date=&global_id=&assigned_name=CA3000950_001_001&store_num= Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=DHS&samp_ GAMA Pfas testing: Not Reported
Source: DDW Other Names: 3000950-001
Well ID: CA3000950_001_001 Well Type: MUNICIPAL
GAMA:

I42
WSW
1/2 - 1 Mile
Higher
CA WELLS CADDW2000005741
Well Depth: 0 Well Completion Rpt #: Not Reported
Well Use: Unknown Well Type: Unknown
Well Name: Not Reported Basin Name: Not Reported
State Well #: 03S08W30R001S Station ID: 27415
H41
NNW
1/2 - 1 Mile
Higher
CA WELLS CADWR9000006019
Feet to sea level: Not Reported Note: Not Reported
Level reading date: 1969-12-01 Feet below surface: 10.50 Feet to sea level: Not Reported Note: Not Reported
Level reading date: 1970-03-04 Feet below surface: 10.30 Feet to sea level: Not Reported Note: Not Reported
Level reading date: 1970-03-26 Feet below surface: 10.80 Feet to sea level: Not Reported Note: Not Reported
Level reading date: 1970-04-27 Feet below surface: 11.00 Feet to sea level: Not Reported Note: Not Reported
Level reading date: 1970-05-27 Feet below surface: 17.50 Feet to sea level: Not Reported Note: Not Reported
Level reading date: 1970-06-24 Feet below surface: 21.00 Feet to sea level: Not Reported Note: Not Reported
Level reading date: 1970-07-31 Feet below surface: 21.10 Feet to sea level: Not Reported Note: Not Reported
Level reading date: 1970-08-26 Feet below surface: 19.80 Feet to sea level: Not Reported Note: Not Reported
Level reading date: 1970-09-29 Feet below surface: 13.40 Feet to sea level: Not Reported Note: Not Reported
Level reading date: 1970-12-01 Feet below surface: 12.30 GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ®

Page 2166 of 2424 ends

TC7974180.2s Page A-34
Area serve: Not Reported
Pop serv: 100 Connection: 1
Zip: 92666 Zip ext: Not Reported
City: ORANGE State: CA
Hqname: Not Reported Address: 691 S. TUSTIN ST.

System no: 3000950 System nam: Caltrans/Chp Santa Ana Weigh Sta.

Comment 7: Not Reported
Comment 5: Not Reported Comment 6: Not Reported
Comment 3: Not Reported Comment 4: Not Reported
Comment 1: SANTA ANA CANYON Comment 2: Not Reported
Precision: 3 Status: AU
Latitude: 335205.0 Longitude: 1174533.0
Source nam: CHP PERLATA Station ty: WELL/AMBNT/MUN/INTAKE System no: 3000950 Water type: G
District: 08 User id: TEE
Frds no: 3000950001 County: 30
Seq: 3659 Prim sta c: 03S/08W-31F05 S
I44
WSW
1/2 - 1 Mile
Lower
CA WELLS 3659
GeoTracker Data: Not Reported
date=&global_id=&assigned_name=03S08W31F001S&store_num= Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=DWR&samp_ Other Name: 03S08W31F001S GAMA PFAS Testing: Not Reported Source: Department of Water Resources
Well ID: 03S08W31F001S Well Type: UNK
43 WSW
1/2 - 1 Mile
Lower
CA WELLS CADWR0000000014
Map ID
Direction
Distance
Elevation Database EDR ID Number
GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ®

Page 2167 of 2424 ends

TC7974180.2s Page A-35
Well Record Request URL: https://filerequest.conservation.ca.gov/WellRecord?api=05900886 Spud Date: Not Reported
Confidential Well: N Directionally Drilled: N
Place: Yorba Linda GIS Source: hud
Field Name: Any Field Area Name: Any Area
Operator ID: 01358 Operator Name: Capitol Oil Co.

Lease Name: Lease by Capitol Oil Co. Well Design: 1
Well Type: Oil & Gas Well Status: Idle
API #: 0405900886 Well #: 1
OIL_GAS:
3 NNW
1/4 - 1/2 Mile
OIL_GAS CAOG17000001395
Well Record Request URL: https://filerequest.conservation.ca.gov/WellRecord?api=05900858 Spud Date: Not Reported
Confidential Well: N Directionally Drilled: N
Place: Anaheim GIS Source: hud
Field Name: Any Field Area Name: Any Area
Operator ID: 06197 Operator Name: Neal H. Anderson
Lease Name: Lease by Neal H. Anderson Well Design: 1
Well Type: Dry Hole Well Status: Plugged
API #: 0405900858 Well #: 1
OIL_GAS:
2 WNW
1/4 - 1/2 Mile
OIL_GAS CAOG17000004700
Well Record Request URL: https://filerequest.conservation.ca.gov/WellRecord?api=05901263 Spud Date: Not Reported
Confidential Well: N Directionally Drilled: N
Place: Yorba Linda GIS Source: hud
Field Name: Any Field Area Name: Any Area
Operator ID: C5640 Operator Name: Chevron U.S.A. Inc.

Well Design: Santa Ana Valley Irrigation Co 1
Lease Name: Santa Ana Valley Irrigation Co
Well Type: Dry Hole Well Status: Plugged
API #: 0405901263 Well #: 1
OIL_GAS:
1 NE
1/4 - 1/2 Mile
OIL_GAS CAOG17000004696
Map ID
Direction
Distance Database EDR ID Number
GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ®

Page 2168 of 2424 ends

TC7974180.2s Page A-36
OIL_GAS:
7 North
1/2 - 1 Mile
OIL_GAS CAOG17000004702
Well Record Request URL: https://filerequest.conservation.ca.gov/WellRecord?api=05901238 Spud Date: Not Reported
Confidential Well: N Directionally Drilled: N
Place: Anaheim GIS Source: hud
Field Name: Any Field Area Name: Any Area
Operator ID: C5640 Operator Name: Chevron U.S.A. Inc.

Lease Name: Carrillo Ranch Well Design: Carrillo Ranch 1 Well Type: Dry Hole Well Status: Plugged
API #: 0405901238 Well #: 1
OIL_GAS:
6 West
1/2 - 1 Mile
OIL_GAS CAOG17000006967
Well Record Request URL: https://filerequest.conservation.ca.gov/WellRecord?api=05900870 Spud Date: Not Reported
Confidential Well: N Directionally Drilled: N
Place: Yorba Linda GIS Source: hud
Field Name: Any Field Area Name: Any Area
Operator ID: 09312 Operator Name: Wm. A. Bartholomae
Lease Name: Bartholomae Auw Well Design: Bartholomae Auw 1 Well Type: Dry Hole Well Status: Plugged
API #: 0405900870 Well #: 1
OIL_GAS:
5 NNW
1/2 - 1 Mile
OIL_GAS CAOG17000006962
Well Record Request URL: https://filerequest.conservation.ca.gov/WellRecord?api=05900996 Spud Date: Not Reported
Confidential Well: N Directionally Drilled: N
Place: Anaheim GIS Source: hud
Field Name: Any Field Area Name: Any Area
Operator ID: 03677 Operator Name: H. L. Harvill
Lease Name: Harvill Well Design: Harvill 1
Well Type: Dry Hole Well Status: Plugged
API #: 0405900996 Well #: 1
OIL_GAS:
4 SSW
1/2 - 1 Mile
OIL_GAS CAOG17000006963
Map ID
Direction
Distance Database EDR ID Number
GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ®

Page 2169 of 2424 ends

TC7974180.2s Page A-37
Confidential Well: N Directionally Drilled: N
Place: Yorba Linda GIS Source: hud
Field Name: Any Field Area Name: Any Area
Operator ID: 09312 Operator Name: Wm. A. Bartholomae
Lease Name: Bryant Ranch Well Design: Bryant Ranch 7
Well Type: Dry Hole Well Status: Plugged
API #: 0405900873 Well #: 7
OIL_GAS:
10 North
1/2 - 1 Mile
OIL_GAS CAOG17000014212
Well Record Request URL: https://filerequest.conservation.ca.gov/WellRecord?api=05901094 Spud Date: Not Reported
Confidential Well: N Directionally Drilled: N
Place: Yorba Linda GIS Source: hud
Field Name: Any Field Area Name: Any Area
Operator ID: 06409 Operator Name: Oil Investment Co.

Lease Name: Oil Investment Co. Well Design: Oil Investment Co. 1 Well Type: Dry Hole Well Status: Plugged
API #: 0405901094 Well #: 1
OIL_GAS:
9 WNW
1/2 - 1 Mile
OIL_GAS CAOG17000004708
Well Record Request URL: https://filerequest.conservation.ca.gov/WellRecord?api=05901288 Spud Date: Not Reported
Confidential Well: N Directionally Drilled: N
Place: Anaheim GIS Source: hud
Field Name: Any Field Area Name: Any Area
Operator Name: R. L. Wheelock, Collins, Abercrombie &.

Operator ID: 07088
Lease Name: J. C. Travis Well Design: J. C. Travis 1
Well Type: Dry Hole Well Status: Plugged
API #: 0405901288 Well #: 1
OIL_GAS:
8 West
1/2 - 1 Mile
OIL_GAS CAOG17000004709
Well Record Request URL: https://filerequest.conservation.ca.gov/WellRecord?api=05901252 Spud Date: Not Reported
Confidential Well: N Directionally Drilled: N
Place: Yorba Linda GIS Source: hud
Field Name: Any Field Area Name: Any Area
Operator ID: C5640 Operator Name: Chevron U.S.A. Inc.

Lease Name: Bryant Estate Well Design: Bryant Estate 1
Well Type: Dry Hole Well Status: Plugged
API #: 0405901252 Well #: 1
GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ®

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TC7974180.2s Page A-38
Well Record Request URL: https://filerequest.conservation.ca.gov/WellRecord?api=05901058 Spud Date: Not Reported
Confidential Well: N Directionally Drilled: N
Place: Yorba Linda GIS Source: hud
Field Name: Any Field Area Name: Any Area
Operator ID: 05883 Operator Name: Metric Exploration
Lease Name: Gibson-A.U.W. Well Design: Gibson-A.U.W. 1
Well Type: Dry Hole Well Status: Plugged
API #: 0405901058 Well #: 1
OIL_GAS:
11 NNW
1/2 - 1 Mile
OIL_GAS CAOG17000004697
Well Record Request URL: https://filerequest.conservation.ca.gov/WellRecord?api=05900873 Spud Date: Not Reported
GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ®

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TC7974180.2s Page A-39
Basement Not Reported Not Reported Not Reported Not Reported Living Area - 2nd Floor Not Reported Not Reported Not Reported Not Reported Living Area - 1st Floor 0.763 pCi/L 100% 0% 0%
Area Average Activity % <4 pCi/L % 4-20 pCi/L % >20 pCi/L Number of sites tested: 30
Federal Area Radon Information for ORANGE COUNTY, CA
: Zone 3 indoor average level < 2 pCi/L.
: Zone 2 indoor average level >= 2 pCi/L and <= 4 pCi/L.

Note: Zone 1 indoor average level > 4 pCi/L.

Federal EPA Radon Zone for ORANGE County: 3
92887 46 4
______ ________ ________
Zipcode Num Tests > 4 pCi/L
Radon Test Results
State Database: CA Radon

AREA RADON INFORMATION

GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS
RADON
®

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TOPOGRAPHIC INFORMATION
USGS 7.5’ Digital Elevation Model (DEM)
Source: United States Geologic Survey
EDR acquired the USGS 7.5’ Digital Elevation Model in 2002 and updated it in 2006. The 7.5 minute DEM corresponds to the USGS 1:24,000- and 1:25,000-scale topographic quadrangle maps. The DEM provides elevation data with consistent elevation units and projection.

Current USGS 7.5 Minute Topographic Map
Source: U.S. Geological Survey

HYDROLOGIC INFORMATION
Flood Zone Data: This data was obtained from the Federal Emergency Management Agency (FEMA). It depicts 100-year and 500-year flood zones as defined by FEMA. It includes the National Flood Hazard Layer (NFHL) which incorporates Flood Insurance Rate Map (FIRM) data and Q3 data from FEMA in areas not covered by NFHL.

Source: FEMA
Telephone: 877-336-2627
Date of Government Version: 2003, 2015
NWI: National Wetlands Inventory. This data, available in select counties across the country, was obtained by EDR in 2002, 2005, 2010 and 2015 from the U.S. Fish and Wildlife Service.

State Wetlands Data: Wetland Inventory
Source: Department of Fish and Wildlife
Telephone: 916-445-0411

HYDROGEOLOGIC INFORMATION
AQUIFLOW Information System R
Source: EDR proprietary database of groundwater flow information EDR has developed the AQUIFLOW Information System (AIS) to provide data on the general direction of groundwater flow at specific points. EDR has reviewed reports submitted to regulatory authorities at select sites and has extracted the date of the report, hydrogeologically determined groundwater flow direction and depth to water table information.

GEOLOGIC INFORMATION
Geologic Age and Rock Stratigraphic Unit
Source: P.G. Schruben, R.E. Arndt and W.J. Bawiec, Geology of the Conterminous U.S. at 1:2,500,000 Scale - A digital representation of the 1974 P.B. King and H.M. Beikman Map, USGS Digital Data Series DDS - 11 (1994).

STATSGO: State Soil Geographic Database
Source: Department of Agriculture, Natural Resources Conservation Service (NRCS) The U.S. Department of Agriculture’s (USDA) Natural Resources Conservation Service (NRCS) leads the national Conservation Soil Survey (NCSS) and is responsible for collecting, storing, maintaining and distributing soil survey information for privately owned lands in the United States. A soil map in a soil survey is a representation of soil patterns in a landscape. Soil maps for STATSGO are compiled by generalizing more detailed (SSURGO) soil survey maps.

SSURGO: Soil Survey Geographic Database
Source: Department of Agriculture, Natural Resources Conservation Service (NRCS) Telephone: 800-672-5559
SSURGO is the most detailed level of mapping done by the Natural Resources Conservation Service, mapping scales generally range from 1:12,000 to 1:63,360. Field mapping methods using national standards are used to construct the soil maps in the Soil Survey Geographic (SSURGO) database. SSURGO digitizing duplicates the original soil survey maps. This level of mapping is designed for use by landowners, townships and county natural resource planning and management.

TC7974180.2s Page PSGR-1

PHYSICAL SETTING SOURCE RECORDS SEARCHED

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LOCAL / REGIONAL WATER AGENCY RECORDS

FEDERAL WATER WELLS
PWS: Public Water Systems
Source: EPA/Office of Drinking Water
Telephone: 202-564-3750
Public Water System data from the Federal Reporting Data System. A PWS is any water system which provides water to at least 25 people for at least 60 days annually. PWSs provide water from wells, rivers and other sources.

PWS ENF: Public Water Systems Violation and Enforcement Data Source: EPA/Office of Drinking Water
Telephone: 202-564-3750
Violation and Enforcement data for Public Water Systems from the Safe Drinking Water Information System (SDWIS) after August 1995. Prior to August 1995, the data came from the Federal Reporting Data System (FRDS).

USGS Water Wells: USGS National Water Inventory System (NWIS) This database contains descriptive information on sites where the USGS collects or has collected data on surface water and/or groundwater. The groundwater data includes information on wells, springs, and other sources of groundwater.

OTHER STATE DATABASE INFORMATION
Groundwater Ambient Monitoring & Assessment Program
State Water Resources Control Board
Telephone: 916-341-5577
The GAMA Program is Californias comprehensive groundwater quality monitoring program. GAMA collects data by testing the untreated, raw water in different types of wells for naturally-occurring and man-made chemicals. The GAMA data includes Domestic, Monitoring and Municipal well types from the following sources, Department of Water Resources, Department of Heath Services, EDF, Agricultural Lands, Lawrence Livermore National Laboratory, Department of Pesticide Regulation, United States Geological Survey, Groundwater Ambient Monitoring and Assessment Program and Local Groundwater Projects.

Water Well Database
Source: Department of Water Resources
Telephone: 916-651-9648
California Drinking Water Quality Database
Source: Department of Public Health
Telephone: 916-324-2319
The database includes all drinking water compliance and special studies monitoring for the state of California since 1984. It consists of over 3,200,000 individual analyses along with well and water system information.

Geothermal Wells Listing
Department of Conservation
Telephone: 916-445-9686
Geothermal well means a well constructed to extract or return water to the ground after it has been used for heating or cooling purposes. Geothermal wells in California (except for wells on federal leases which are administered by the Bureau of Land Management) are permitted, drilled, operated, and permanently sealed and closed (plugged and abandoned) under requirements and procedures administered by the Geothermal Section of the Department of Conservations Geologic Energy Management Division (CalGEM, formerly DOGGR).

California Oil and Gas Well Locations
Source: Dept of Conservation, Geologic Energy Management Division Telephone: 916-323-1779
Oil and Gas well locations in the state.

TC7974180.2s Page PSGR-2

PHYSICAL SETTING SOURCE RECORDS SEARCHED

Page 2174 of 2424 ends

California Earthquake Fault Lines
Source: California Division of Mines and Geology
The fault lines displayed on EDR’s Topographic map are digitized quaternary fault lines prepared in 1975 by the United State Geological Survey. Additional information (also from 1975) regarding activity at specific fault lines comes from California’s Preliminary Fault Activity Map prepared by the California Division of Mines and Geology.

RADON
State Database: CA Radon
Source: Department of Public Health
Telephone: 916-210-8558
Radon Database for California
Area Radon Information
Source: USGS
Telephone: 703-356-4020
The National Radon Database has been developed by the U.S. Environmental Protection Agency (USEPA) and is a compilation of the EPA/State Residential Radon Survey and the National Residential Radon Survey.

The study covers the years 1986 - 1992. Where necessary data has been supplemented by information collected at private sources such as universities and research institutions.

EPA Radon Zones
Source: EPA
Telephone: 703-356-4020
Sections 307 & 309 of IRAA directed EPA to list and identify areas of U.S. with the potential for elevated indoor radon levels.

OTHER
Airport Landing Facilities: Private and public use landing facilities Source: Federal Aviation Administration, 800-457-6656
Epicenters: World earthquake epicenters, Richter 5 or greater Source: Department of Commerce, National Oceanic and Atmospheric Administration California Earthquake Fault Lines: The fault lines displayed on EDR’s Topographic map are digitized quaternary fault lines, prepared in 1975 by the United State Geological Survey. Additional information (also from 1975) regarding activity at specific fault lines comes from California’s Preliminary Fault Activity Map prepared by the California Division of Mines and Geology.

STREET AND ADDRESS INFORMATION
© 2015 TomTom North America, Inc. All rights reserved. This material is proprietary and the subject of copyright protection and other intellectual property rights owned by or licensed to Tele Atlas North America, Inc. The use of this material is subject to the terms of a license agreement. You will be held liable for any unauthorized copying or disclosure of this material.

TC7974180.2s Page PSGR-3

PHYSICAL SETTING SOURCE RECORDS SEARCHED

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PROJECT SEARCH RESULTS
SEARCH CRITERIA: MIRAGE, YORBA LINDA, LUFT, SLIC, LANDFILL, DOD, DODPRIV, DODUST, WDR, IRRIGATED_LANDS, AGDW, SAMPPOINTPUBLIC, UST, SWUST, NONCLEANUP, PROJECT, CAF, NPDE

AQEXEMPT, HPZWT, WATERPONDS, INJECTION, GWMPLAN, GWMPEX, OTHEROILGAS 1 RECORDS FOUND VIEW RESULTS ON MAP EXPORT TO EXCEL PAGE 1 O SITE /

FACILITY NAMESITE / FACILITY
TYPE

UST PERMITTING

AGENCY STATUS
OIL
FIELD

OIL FIELD OPERATOR

ADDRESS
(OR

PARTIAL ADDRESS) CITY ZIP COUN
[MAP]

COSTCO WHOLESALE
#445 (GAS

STATION)

PERMITTED

UNDERGROUND

STORAGE TANK
(UST)

ORANGE COUNTY

ENVIRONMENTAL HEALTH
5500 MIRAGE
ST
YORBA
LINDA
92887 ORAN
 Tools Reports UST Case
Closures
How to Use
GeoTracker
ESI Information 

Page 2176 of 2424 ends

Costco Wholesale #445 (Gas Station)
5500 Mirage St
Yorba Linda, CA 92887
PERMITTING AGENCY: Orange County Environmental Health
FACILITY ID: FA0065988

PERMITTED UNDERGROUND STORAGE TANK (UST)
Please visit the Unified Program Regulator Directory for more information regarding Permitted USTs.

Map data ©2025 Google 20 m
 GeoTracker Search for a Project Search for an Address  Home  Download Data  Tools  Contact Us LEGEND - CHOOSE MORE SITES 
LUST Cleanup Sites - REMOVE
Cleanup Program Sites - REMOVE
Military Cleanup Sites - REMOVE
Military Privatized Sites - REMOVE
Military UST Sites - REMOVE
Permitted USTs - REMOVE
Signifies a Closed Site
ACTIVE MAP COVERAGES:
• Military Bases -   - REMOVE
Sites Shown on Map:  2 Total Sites  1 Open Sites  1 Closed Sites  0 Sites w/Water Quality Data

Page 2177 of 2424 ends

Facility Registry Service Links:

Facility Registry Service (FRS) Overview
FRS Facility Query
FRS Organization Query
EZ Query
FRS Physical Data Model
FRS Geospatial Model
Last updated on September 24, 2015
Related Topics: Envirofacts
FRS
FRS Facility Detail Report

JOHN FORCE RACING INC
EPA Registry Id: 110002926754
22722 OLD CANAL RD
YORBA LINDA, CA 92887

JOHN FORCE RACING INC
+
−
Leaflet | Powered by Esri | Esri Community Maps Contributors, City of Anaheim, County of Los Angeles, County of The facility locations displayed
come from the FRS Spatial Coordinates tables. They are the best representative locations for
the displayed facilities based on
the accuracy of the collection method and quality assurance checks performed against each
location. The North American Datum of 1983 is used to display all coordinates.

Environmental Interests
Information System System Facility Name Information System Id/Report Link Environmental Interest Type Data Source Last Updated Date Supplemental Environmental Interests:

HAZARDOUS WASTE TRACKING SYSTEM - DATAMART JOHN FORCE RACING INC CAR000049692 STATE MASTER HWTS-DATAMART -HAZARDOUS WASTE PROGRAM
RESOURCE CONSERVATION AND RECOVERY ACT INFORMATION SYSTEM JOHN FORCE RACING INC CAR000049692 SQG (Y) RCRAINFO Additional EPA Reports: MyEnvironment Enforcement and Compliance Facility Coordinates Viewer Watershed Report Standard Industrial Classification Codes (SIC)
No SIC Codes returned.

Facility Codes and Flags
EPA Region: 09 Duns Number: Congressional District Number: 39 Legislative District Number: HUC Code/Watershed: 18070203 / SANTAANA US Mexico Border Indicator: NO
Federal Facility: NO
Tribal Land: NO
Alternative Names
No Alternative Names returned.

Organizations
No Organizations returned.

National Industry Classification System Codes (NAICS)
No NAICS Codes returned.

Facility Mailing Addresses
Affiliation Type Delivery Point City Name StatePostal Code Information
System

FACILITY MAILING

ADDRESS
22722 OLD CANAL RDYORBA
LINDA
CA 92887 RCRAINFO
Contacts
Affiliation Type Full Name Office Phone Information System Mailing Address REGULATORY CONTACT DEAN ANTONELLI 714-921-8333 RCRAINFO Query executed on: MAY-15-2025

Page 2178 of 2424 ends

APPENDIX C:

DOCUMENTATION

Page 2179 of 2424 ends

Soil Map—Orange County and Part of Riverside County, California (Savi Ranch for EDR ordering)
Natural Resources
Conservation Service
Web Soil Survey
National Cooperative Soil Survey
5/12/2025

Page 1 of 3 ends

3748230 3748320 3748410 3748500 3748590 3748680
3748140 3748230 3748320 3748410 3748500 3748590 3748680 430860 430950 431040 431130 431220 431310 431400 431490 431580 431670 430860 430950 431040 431130 431220 431310 431400 431490 431580 431670 33° 52' 34'' N
117° 44' 51'' W
33° 52' 34'' N
117° 44' 19'' W
33° 52' 16'' N
117° 44' 51'' W
33° 52' 16'' N
117° 44' 19'' W
N
Map projection: Web Mercator Corner coordinates: WGS84 Edge tics: UTM Zone 11N WGS84 0 150 300 600 900
Feet
0 50 100 200 300
Meters
Map Scale: 1:3,840 if printed on A landscape (11" x 8.5") sheet.

Soil Map may not be valid at this scale.

Page 2180 of 2424 ends

MAP LEGEND MAP INFORMATION
Area of Interest (AOI)
Area of Interest (AOI)
Soils
Soil Map Unit Polygons
Soil Map Unit Lines
Soil Map Unit Points
Special Point Features
Blowout
Borrow Pit
Clay Spot
Closed Depression
Gravel Pit
Gravelly Spot
Landfill
Lava Flow
Marsh or swamp
Mine or Quarry
Miscellaneous Water
Perennial Water
Rock Outcrop
Saline Spot
Sandy Spot
Severely Eroded Spot
Sinkhole
Slide or Slip
Sodic Spot
Spoil Area
Stony Spot
Very Stony Spot
Wet Spot
Other
Special Line Features
Water Features
Streams and Canals
Transportation
Rails
Interstate Highways
US Routes
Major Roads
Local Roads
Background
Aerial Photography
The soil surveys that comprise your AOI were mapped at
1:24,000.

Warning: Soil Map may not be valid at this scale.

Enlargement of maps beyond the scale of mapping can cause misunderstanding of the detail of mapping and accuracy of soil line placement. The maps do not show the small areas of contrasting soils that could have been shown at a more detailed scale.

Please rely on the bar scale on each map sheet for map
measurements.

Source of Map: Natural Resources Conservation Service
Web Soil Survey URL:

Coordinate System: Web Mercator (EPSG:3857)
Maps from the Web Soil Survey are based on the Web Mercator projection, which preserves direction and shape but distorts distance and area. A projection that preserves area, such as the Albers equal-area conic projection, should be used if more accurate calculations of distance or area are required.

This product is generated from the USDA-NRCS certified data as of the version date(s) listed below.

Soil Survey Area: Orange County and Part of Riverside County, California
Survey Area Data: Version 18, Aug 30, 2024
Soil map units are labeled (as space allows) for map scales 1:50,000 or larger.

Date(s) aerial images were photographed: Mar 14, 2022—Mar 17, 2022
The orthophoto or other base map on which the soil lines were compiled and digitized probably differs from the background imagery displayed on these maps. As a result, some minor shifting of map unit boundaries may be evident.

Soil Map—Orange County and Part of Riverside County, California (Savi Ranch for EDR ordering)
Natural Resources
Conservation Service
Web Soil Survey
National Cooperative Soil Survey
5/12/2025

Page 2 of 3 ends

Map Unit Legend
Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI 165 Mocho sandy loam, 0 to 2
percent slopes, warm MAAT,
MLRA 19

0.0 0.5%
191 Riverwash 1.2 18.3%
194 San Emigdio fine sandy loam,
0 to 2 percent slopes

3.4 52.0%
195 San Emigdio fine sandy loam,
2 to 9 percent slopes

0.2 3.5%
225 Yorba cobbly sandy loam, 9 to
30 percent slopes, eroded

1.7 25.7%
Totals for Area of Interest 6.6 100.0%
Soil Map—Orange County and Part of Riverside County, California Savi Ranch for EDR ordering Natural Resources
Conservation Service
Web Soil Survey
National Cooperative Soil Survey
5/12/2025

Page 3 of 3 ends

Page 2182 of 2424 ends

Radon Zones Map
The U.S. Environmental Protection Agency (EPA) created this map to identify areas with the potential for elevated indoor radon levels. The EPA Map of Radon Zones helps national, state, and local organizations implement radon-resistant building codes. The map should not be used to determine if a home in a given zone should be tested for radon. Homes with elevated levels of radon have been found in all three zones. All homes should be tested for radon.

Visit EPA Map of Radon Zones for additional information. A text version also is available.

What do the colors mean?
Zone 1 (red zones) Highest potential; average indoor radon levels may be greater than 4 pCi/L (picocuries per liter)
Zone 2 (orange zones) Moderate potential; average indoor radon levels may be between 2 and 4 pCi/L
Zone 3 (yellow zones) Low potential; average indoor radon levels may be less than 2 pCi/L

Page 2183 of 2424 ends

National Flood Hazard Layer FIRMette
0 250 500 1,000 1,500 2,000
Feet
Ü

SEE FIS REPORT FOR DETAILED LEGEND AND INDEX MAP FOR FIRM PANEL LAYOUT

SPECIAL FLOOD

HAZARD AREAS
Without Base Flood Elevation (BFE)
Zone A, V, A99
With BFE or Depth Zone AE, AO, AH, VE, AR
Regulatory Floodway

0.2% Annual Chance Flood Hazard, Areas
of 1% annual chance flood with average
depth less than one foot or with drainage
areas of less than one square mile Zone X
Future Conditions 1% Annual
Chance Flood Hazard Zone X
Area with Reduced Flood Risk due to
Levee. See Notes. Zone X
Area with Flood Risk due to Levee Zone D
NO SCREEN Area of Minimal Flood Hazard Zone X
Area of Undetermined Flood Hazard Zone D
Channel, Culvert, or Storm Sewer
Levee, Dike, or Floodwall
Cross Sections with 1% Annual Chance

17.5 Water Surface Elevation
Coastal Transect
Coastal Transect Baseline
Profile Baseline
Hydrographic Feature
Base Flood Elevation Line (BFE)
Effective LOMRs
Limit of Study
Jurisdiction Boundary
Digital Data Available
No Digital Data Available
Unmapped
This map complies with FEMA's standards for the use of
digital flood maps if it is not void as described below.

The basemap shown complies with FEMA's basemap
accuracy standards
The flood hazard information is derived directly from the authoritative NFHL web services provided by FEMA. This map was exported on 5/12/2025 at 11:46 PM and does not
reflect changes or amendments subsequent to this date and time. The NFHL and effective information may change or
become superseded by new data over time.

This map image is void if the one or more of the following map elements do not appear: basemap imagery, flood zone labels, legend, scale bar, map creation date, community identifiers, FIRM panel number, and FIRM effective date. Map images for unmapped and unmodernized areas cannot be used for
regulatory purposes.

Legend

OTHER AREAS OF

FLOOD HAZARD

OTHER AREAS

GENERAL

STRUCTURES
OTHER

FEATURES

MAP PANELS
8 B

20.2 The pin displayed on the map is an approximate
point selected by the user and does not represent
an authoritative property location.
1:6,000
117°44'55"W 33°52'38"N
117°44'18"W 33°52'8"N
Basemap Imagery Source: USGS National Map 2023

Page 2184 of 2424 ends

County of San Bernardino, Maxar | CalGEM GIS Unit | Geologi

00..3mii ...3miii
+
–
Well Finder CalGEM GIS Powered by WellSTAR
 savi ranch  
Show search results for savi ran…
Legend
Canceled Injectors: Air Injector; Gas
Disposal; Pressure Maintenance; Steam
Flood; Water Disposal; Water Flood
Canceled Cyclic Steam
Canceled Water Source
Canceled Observation
Canceled well of Unknown type
Canceled Multipurpose
Canceled Dry Hole
Canceled Core Hole
Idle Gas: Dry Gas; Liquid Gas
Idle Oil and Gas
Idle Gas Storage
Idle Injectors: Air Injector; Gas Disposal;
Pressure Maintenance; Steam Flood;
Water Disposal; Water Flood
Idle Cyclic Steam
Idle Water Source
Idle Observation
Idle well of Unknown type
Idle Multipurpose
Idle Dry Hole
Idle Core Hole
Permitted Gas: Dry Gas; Liquid Gas
Permitted Oil and Gas
Permitted Gas Storage
Permitted Injectors: Air Injector; Gas
Disposal; Pressure Maintenance; Steam
Flood; Water Disposal; Water Flood
Permitted Cyclic Steam
Permitted Water Source
Permitted Observation
Permitted well of Unknown type
Permitted Multipurpose
Permitted Dry Hole
Permitted Core Hole

Page 2185 of 2424 ends

NATIONAL PIPELINE MAPPING SYSTEM
Legend
Gas Transmission PipelinesHazardous Liquid Pipelines
Pipelines depicted on this map represent gastransmission and hazardous liquid lines only. Gasgathering and gas distribution systems are notrepresented.This map should never be used as a substitute forcontacting a one-call center prior to excavationactivities. Please call 811 before any diggingoccurs.Questions regarding this map or its contents can bedirected to [email protected]: GeographicDatum: NAD83Map produced by the Public Viewer application atwww.npms.phmsa.dot.govBasemap image © OpenStreetMap contributorsDate Printed: May 12, 2025

Page 2186 of 2424 ends

EDR Historical Topo Map Report
Inquiry Number:
6 Armstrong Road, 4th floor
Shelton, CT 06484
Toll Free: 800.352.0050
www.edrnet.com
with QuadMatch™
SAVI RANCH PROJECT Old Canal Road/Mirage Street Yorba Linda, CA 92887 April 30, 2025 7974180.4

Page 2187 of 2424 ends

EDR Historical Topo Map Report
EDR Inquiry #
Search Results:

P.O.#
Project:

Maps Provided:

Latitude:

Longitude:

UTM Zone:

UTM X Meters:

UTM Y Meters:

Elevation:

Contact:

Site Name: Client Name:
2022
2018
2015
2012
1997
1988
1982
1981
1974
1972, 1973
1964, 1967
1950
1949
1942, 1947
1941
1932, 1933, 1935
1902
1901
1898
1896
04/30/25 SAVI RANCH PROJECT Michael Baker International Old Canal Road/Mirage Street 14725 Alton Parkway Yorba Linda, CA 92887 Irvine, CA 92618 7974180.4 Winnie Woo EDR Topographic Map Library has been searched by EDR and maps covering the target property location as provided by Michael Baker International were identified for the years listed below. EDR’s Historical Topo Map Report is designed to assist professionals in evaluating potential liability on a target property resulting from past activities. EDRs Historical Topo Map Report includes a search of a collection of public and private color historical topographic maps, dating back to the late 1800s.

NA 33.873145 33° 52' 23" North SAVI RANCH PROJECT -117.744398 -117° 44' 40" West Zone 11 North 431153.70 3748339.97 340.97' above sea level This Report contains certain information obtained from a variety of public and other sources reasonably available to Environmental Data Resources, LLC. It cannot be concluded from this Report that coverage information for the target and surrounding properties does not exist from other sources. This Report is provided on an “AS IS”, “AS AVAILABLE” basis. NO WARRANTY EXPRESS OR IMPLIED IS MADE WHATSOEVER IN CONNECTION WITH THIS REPORT.

ENVIRONMENTAL DATA RESOURCES, LLC AND ITS SUBSIDIARIES, AFFILIATES AND THIRD PARTY SUPPLIERS DISCLAIM ALL WARRANTIES, OF ANY

KIND OR NATURE, EXPRESS OR IMPLIED, ARISING OUT OF OR RELATED TO THIS REPORT OR ANY OF THE DATA AND INFORMATION PROVIDED IN

THIS REPORT, INCLUDING WITHOUT LIMITATION, ANY WARRANTIES REGARDING ACCURACY, QUALITY, CORRECTNESS, COMPLETENESS,

COMPREHENSIVENESS, SUITABILITY, MERCHANTABILITY, FITNESS FOR A PARTICULAR PURPOSE, TITLE, NON-INFRINGEMENT, MISAPPROPRIATION, OR OTHERWISE. ALL RISK IS ASSUMED BY THE USER. IN NO EVENT SHALL ENVIRONMENTAL DATA RESOURCES, LLC OR ITS

SUBSIDIARIES, AFFILIATES OR THIRD PARTY SUPPLIERS BE LIABLE TO ANYONE FOR ANY DIRECT, INCIDENTAL, INDIRECT, SPECIAL,

CONSEQUENTIAL OR OTHER DAMAGES OF ANY TYPE OR KIND (INCLUDING BUT NOT LIMITED TO LOSS OF PROFITS, LOSS OF USE, OR LOSS OF DATA), ARISING OUT OF OR IN ANY WAY CONNECTED WITH THIS REPORT OR ANY OF THE DATA AND INFORMATION PROVIDED IN THIS REPORT.

Any analyses, estimates, ratings, environmental risk levels, or risk codes provided in this Report are provided for illustrative purposes only, and are not intended to provide, nor should they be interpreted as providing any facts regarding, or prediction or forecast of, any environmental risk for any property. Only an assessment performed by a qualified environmental professional can provide findings, opinions or conclusions regarding the environmental risk or conditions in, on or at any property.

Copyright 2025 by Environmental Data Resources, Inc. All rights reserved. Reproduction in any media or format, in whole or in part, of any report or map of Environmental Data Resources, Inc., or its affiliates, is prohibited without prior written permission. 7974180 4 2

Page 2188 of 2424 ends

page
Topo Sheet Key
This EDR Topo Map Report is based upon the following USGS topographic map sheets. -
2022 Source Sheets
2022
Black Star Canyon

7.5-minute, 24000
2022
Prado Dam

7.5-minute, 24000
2022
Orange

7.5-minute, 24000
2022
Yorba Linda

7.5-minute, 24000
2018 Source Sheets
2018
Black Star Canyon

7.5-minute, 24000
2018
Prado Dam

7.5-minute, 24000
2018
Orange

7.5-minute, 24000
2018
Yorba Linda

7.5-minute, 24000
2015 Source Sheets
2015
Black Star Canyon

7.5-minute, 24000
2015
Prado Dam

7.5-minute, 24000
2015
Orange

7.5-minute, 24000
2015
Yorba Linda

7.5-minute, 24000
2012 Source Sheets
2012
Black Star Canyon

7.5-minute, 24000
2012
Prado Dam

7.5-minute, 24000
2012
Orange

7.5-minute, 24000
2012
Yorba Linda

7.5-minute, 24000
7974180 4 3

Page 2189 of 2424 ends

page
Topo Sheet Key
This EDR Topo Map Report is based upon the following USGS topographic map sheets. -
1997 Source Sheets
1997
Black Star Canyon

7.5-minute, 24000
Aerial Photo Revised 1994
1988 Source Sheets
1988
Black Star Canyon

7.5-minute, 24000
Aerial Photo Revised 1987
1982 Source Sheets
1982
Black Star Canyon

7.5-minute, 24000
Aerial Photo Revised 1980
1981 Source Sheets
1981
Yorba Linda

7.5-minute, 24000
Aerial Photo Revised 1979
1981
Orange

7.5-minute, 24000
Aerial Photo Revised 1978
1981
Prado Dam

7.5-minute, 24000
Aerial Photo Revised 1978
7974180 4 4

Page 2190 of 2424 ends

page
Topo Sheet Key
This EDR Topo Map Report is based upon the following USGS topographic map sheets. -
1974 Source Sheets
1974
Orange

7.5-minute, 24000
Aerial Photo Revised 1974
1974
Black Star Canyon

7.5-minute, 24000
Aerial Photo Revised 1974
1972, 1973 Source Sheets
1972
Orange

7.5-minute, 24000
Aerial Photo Revised 1972
1972
Yorba Linda

7.5-minute, 24000
Aerial Photo Revised 1972
1973
Black Star Canyon

7.5-minute, 24000
Aerial Photo Revised 1966
1973
Prado Dam

7.5-minute, 24000
Aerial Photo Revised 1973
1964, 1967 Source Sheets
1964
Orange

7.5-minute, 24000
Aerial Photo Revised 1963
1964
Yorba Linda

7.5-minute, 24000
Aerial Photo Revised 1963
1967
Prado Dam

7.5-minute, 24000
Aerial Photo Revised 1966
1967
Black Star Canyon

7.5-minute, 24000
Aerial Photo Revised 1966
1950 Source Sheets
1950
Orange

7.5-minute, 24000
Aerial Photo Revised 1946
1950
Yorba Linda

7.5-minute, 24000
Aerial Photo Revised 1946
1950
Black Star Canyon

7.5-minute, 24000
Aerial Photo Revised 1946
1950
Prado Dam

7.5-minute, 24000
Aerial Photo Revised 1946
7974180 4 5

Page 2191 of 2424 ends

page
Topo Sheet Key
This EDR Topo Map Report is based upon the following USGS topographic map sheets. -
1949 Source Sheets
1949
Yorba Linda

7.5-minute, 24000
Aerial Photo Revised 1946
1949
Prado Dam

7.5-minute, 24000
Aerial Photo Revised 1946
1949
Black Star Canyon

7.5-minute, 24000
Aerial Photo Revised 1946
1949
Orange

7.5-minute, 24000
Aerial Photo Revised 1946
1942, 1947 Source Sheets
1942

ANAHEIM
15-minute, 50000
1947
CORONA
15-minute, 50000
1941 Source Sheets
1941
Prado

7.5-minute, 31680
1932, 1933, 1935 Source Sheets
1932
Orange

7.5-minute, 31680
1933
Prado

7.5-minute, 31680
1935
Orange

7.5-minute, 31680
1935
OLINDA

7.5-minute, 31680
7974180 4 6

Page 2192 of 2424 ends

page
Topo Sheet Key
This EDR Topo Map Report is based upon the following USGS topographic map sheets. -
1902 Source Sheets
1902
Corona
30-minute, 125000
1901 Source Sheets
1901
Anaheim
15-minute, 62500
1898 Source Sheets
1898
Anaheim
15-minute, 62500
1896 Source Sheets
1896
Anaheim
15-minute, 62500
7974180 4 7

Page 2193 of 2424 ends

Historical Topo Map
page
SITE NAME:

ADDRESS:

CLIENT:

This report includes information from the
following map sheet(s).
-
W E

SW S SE

NW N NE
2022 0 Miles 0.25 0.5 1 1.5 SAVI RANCH PROJECT Old Canal Road/Mirage Street Yorba Linda, CA 92887 Michael Baker International TP, Black Star Canyon, 2022, 7.5-minute
NE, Prado Dam, 2022, 7.5-minute
SW, Orange, 2022, 7.5-minute
NW, Yorba Linda, 2022, 7.5-minute
7974180 4 8

Page 2194 of 2424 ends

Historical Topo Map
page
SITE NAME:

ADDRESS:

CLIENT:

This report includes information from the
following map sheet(s).
-
W E

SW S SE

NW N NE
2018 0 Miles 0.25 0.5 1 1.5 SAVI RANCH PROJECT Old Canal Road/Mirage Street Yorba Linda, CA 92887 Michael Baker International TP, Black Star Canyon, 2018, 7.5-minute
NE, Prado Dam, 2018, 7.5-minute
SW, Orange, 2018, 7.5-minute
NW, Yorba Linda, 2018, 7.5-minute
7974180 4 9

Page 2195 of 2424 ends

Historical Topo Map
page
SITE NAME:

ADDRESS:

CLIENT:

This report includes information from the
following map sheet(s).
-
W E

SW S SE

NW N NE
2015 0 Miles 0.25 0.5 1 1.5 SAVI RANCH PROJECT Old Canal Road/Mirage Street Yorba Linda, CA 92887 Michael Baker International TP, Black Star Canyon, 2015, 7.5-minute
NE, Prado Dam, 2015, 7.5-minute
SW, Orange, 2015, 7.5-minute
NW, Yorba Linda, 2015, 7.5-minute
7974180 4 10

Page 2196 of 2424 ends

Historical Topo Map
page
SITE NAME:

ADDRESS:

CLIENT:

This report includes information from the
following map sheet(s).
-
W E

SW S SE

NW N NE
2012 0 Miles 0.25 0.5 1 1.5 SAVI RANCH PROJECT Old Canal Road/Mirage Street Yorba Linda, CA 92887 Michael Baker International TP, Black Star Canyon, 2012, 7.5-minute
NE, Prado Dam, 2012, 7.5-minute
SW, Orange, 2012, 7.5-minute
NW, Yorba Linda, 2012, 7.5-minute
7974180 4 11

Page 2197 of 2424 ends

Historical Topo Map
page
SITE NAME:

ADDRESS:

CLIENT:

This report includes information from the
following map sheet(s).
-
W E

SW S SE

NW N NE
1997 0 Miles 0.25 0.5 1 1.5 SAVI RANCH PROJECT Old Canal Road/Mirage Street Yorba Linda, CA 92887 Michael Baker International TP, Black Star Canyon, 1997, 7.5-minute
7974180 4 12

Page 2198 of 2424 ends

Historical Topo Map
page
SITE NAME:

ADDRESS:

CLIENT:

This report includes information from the
following map sheet(s).
-
W E

SW S SE

NW N NE
1988 0 Miles 0.25 0.5 1 1.5 SAVI RANCH PROJECT Old Canal Road/Mirage Street Yorba Linda, CA 92887 Michael Baker International TP, Black Star Canyon, 1988, 7.5-minute
7974180 4 13

Page 2199 of 2424 ends

Historical Topo Map
page
SITE NAME:

ADDRESS:

CLIENT:

This report includes information from the
following map sheet(s).
-
W E

SW S SE

NW N NE
1982 0 Miles 0.25 0.5 1 1.5 SAVI RANCH PROJECT Old Canal Road/Mirage Street Yorba Linda, CA 92887 Michael Baker International TP, Black Star Canyon, 1982, 7.5-minute
7974180 4 14

Page 2200 of 2424 ends

Historical Topo Map
page
SITE NAME:

ADDRESS:

CLIENT:

This report includes information from the
following map sheet(s).
-
W E

SW S SE

NW N NE
1981 0 Miles 0.25 0.5 1 1.5 SAVI RANCH PROJECT Old Canal Road/Mirage Street Yorba Linda, CA 92887 Michael Baker International NE, Prado Dam, 1981, 7.5-minute
SW, Orange, 1981, 7.5-minute
NW, Yorba Linda, 1981, 7.5-minute
7974180 4 15

Page 2201 of 2424 ends

Historical Topo Map
page
SITE NAME:

ADDRESS:

CLIENT:

This report includes information from the
following map sheet(s).
-
W E

SW S SE

NW N NE
1974 0 Miles 0.25 0.5 1 1.5 SAVI RANCH PROJECT Old Canal Road/Mirage Street Yorba Linda, CA 92887 Michael Baker International TP, Black Star Canyon, 1974, 7.5-minute
SW, Orange, 1974, 7.5-minute
7974180 4 16

Page 2202 of 2424 ends

Historical Topo Map
page
SITE NAME:

ADDRESS:

CLIENT:

This report includes information from the
following map sheet(s).
-
W E

SW S SE

NW N NE
1972, 1973 0 Miles 0.25 0.5 1 1.5 SAVI RANCH PROJECT Old Canal Road/Mirage Street Yorba Linda, CA 92887 Michael Baker International TP, Black Star Canyon, 1973, 7.5-minute
NE, Prado Dam, 1973, 7.5-minute
SW, Orange, 1972, 7.5-minute
NW, Yorba Linda, 1972, 7.5-minute
7974180 4 17

Page 2203 of 2424 ends

Historical Topo Map
page
SITE NAME:

ADDRESS:

CLIENT:

This report includes information from the
following map sheet(s).
-
W E

SW S SE

NW N NE
1964, 1967 0 Miles 0.25 0.5 1 1.5 SAVI RANCH PROJECT Old Canal Road/Mirage Street Yorba Linda, CA 92887 Michael Baker International TP, Black Star Canyon, 1967, 7.5-minute
NE, Prado Dam, 1967, 7.5-minute
SW, Orange, 1964, 7.5-minute
NW, Yorba Linda, 1964, 7.5-minute
7974180 4 18

Page 2204 of 2424 ends

Historical Topo Map
page
SITE NAME:

ADDRESS:

CLIENT:

This report includes information from the
following map sheet(s).
-
W E

SW S SE

NW N NE
1950 0 Miles 0.25 0.5 1 1.5 SAVI RANCH PROJECT Old Canal Road/Mirage Street Yorba Linda, CA 92887 Michael Baker International TP, Black Star Canyon, 1950, 7.5-minute
NE, Prado Dam, 1950, 7.5-minute
SW, Orange, 1950, 7.5-minute
NW, Yorba Linda, 1950, 7.5-minute
7974180 4 19

Page 2205 of 2424 ends

Historical Topo Map
page
SITE NAME:

ADDRESS:

CLIENT:

This report includes information from the
following map sheet(s).
-
W E

SW S SE

NW N NE
1949 0 Miles 0.25 0.5 1 1.5 SAVI RANCH PROJECT Old Canal Road/Mirage Street Yorba Linda, CA 92887 Michael Baker International TP, Black Star Canyon, 1949, 7.5-minute
NE, Prado Dam, 1949, 7.5-minute
SW, Orange, 1949, 7.5-minute
NW, Yorba Linda, 1949, 7.5-minute
7974180 4 20

Page 2206 of 2424 ends

Historical Topo Map
page
SITE NAME:

ADDRESS:

CLIENT:

This report includes information from the
following map sheet(s).
-
W E

SW S SE

NW N NE
1942, 1947 0 Miles 0.25 0.5 1 1.5 SAVI RANCH PROJECT Old Canal Road/Mirage Street Yorba Linda, CA 92887 Michael Baker International TP, CORONA, 1947, 15-minute
W, ANAHEIM, 1942, 15-minute
7974180 4 21

Page 2207 of 2424 ends

Historical Topo Map
page
SITE NAME:

ADDRESS:

CLIENT:

This report includes information from the
following map sheet(s).
-
W E

SW S SE

NW N NE
1941 0 Miles 0.25 0.5 1 1.5 SAVI RANCH PROJECT Old Canal Road/Mirage Street Yorba Linda, CA 92887 Michael Baker International NE, Prado, 1941, 7.5-minute
7974180 4 22

Page 2208 of 2424 ends

Historical Topo Map
page
SITE NAME:

ADDRESS:

CLIENT:

This report includes information from the
following map sheet(s).
-
W E

SW S SE

NW N NE
1932, 1933, 1935 0 Miles 0.25 0.5 1 1.5 SAVI RANCH PROJECT Old Canal Road/Mirage Street Yorba Linda, CA 92887 Michael Baker International NE, Prado, 1933, 7.5-minute
SW, Orange, 1932, 7.5-minute
SW, Orange, 1935, 7.5-minute
NW, OLINDA, 1935, 7.5-minute
7974180 4 23

Page 2209 of 2424 ends

Historical Topo Map
page
SITE NAME:

ADDRESS:

CLIENT:

This report includes information from the
following map sheet(s).
-
W E

SW S SE

NW N NE
1902 0 Miles 0.25 0.5 1 1.5 SAVI RANCH PROJECT Old Canal Road/Mirage Street Yorba Linda, CA 92887 Michael Baker International TP, Corona, 1902, 30-minute
7974180 4 24

Page 2210 of 2424 ends

Historical Topo Map
page
SITE NAME:

ADDRESS:

CLIENT:

This report includes information from the
following map sheet(s).
-
W E

SW S SE

NW N NE
1901 0 Miles 0.25 0.5 1 1.5 SAVI RANCH PROJECT Old Canal Road/Mirage Street Yorba Linda, CA 92887 Michael Baker International W, Anaheim, 1901, 15-minute
7974180 4 25

Page 2211 of 2424 ends

Historical Topo Map
page
SITE NAME:

ADDRESS:

CLIENT:

This report includes information from the
following map sheet(s).
-
W E

SW S SE

NW N NE
1898 0 Miles 0.25 0.5 1 1.5 SAVI RANCH PROJECT Old Canal Road/Mirage Street Yorba Linda, CA 92887 Michael Baker International W, Anaheim, 1898, 15-minute
7974180 4 26

Page 2212 of 2424 ends

Historical Topo Map
page
SITE NAME:

ADDRESS:

CLIENT:

This report includes information from the
following map sheet(s).
-
W E

SW S SE

NW N NE
1896 0 Miles 0.25 0.5 1 1.5 SAVI RANCH PROJECT Old Canal Road/Mirage Street Yorba Linda, CA 92887 Michael Baker International W, Anaheim, 1896, 15-minute
7974180 4 27

Page 2213 of 2424 ends

The EDR Aerial Photo Decade Package
SAVI RANCH PROJECT Old Canal Road/Mirage Street Yorba Linda, CA 92887 Inquiry Number: April 30, 2025 7974180.8 6 Armstrong Road, 4th floor
Shelton, CT 06484
Toll Free: 800.352.0050
www.edrnet.com

Page 2214 of 2424 ends

2020 1"=500' Flight Year: 2020 USDA/NAIP
2016 1"=500' Flight Year: 2016 USDA/NAIP
2012 1"=500' Flight Year: 2012 USDA/NAIP
2009 1"=500' Flight Year: 2009 USDA/NAIP
2005 1"=500' Flight Year: 2005 USDA/NAIP
2002 1"=500' Acquisition Date: January 01, 2002 USGS/DOQQ 1994 1"=500' Acquisition Date: January 01, 1994 USGS/DOQQ 1989 1"=500' Flight Date: August 03, 1989 USDA
1985 1"=500' Flight Date: September 13, 1985 USDA
1977 1"=500' Flight Date: January 18, 1977 EDR Proprietary Brewster Pacific 1975 1"=500' Flight Date: August 01, 1975 USGS
1966 1"=500' Flight Date: April 16, 1966 USGS
1963 1"=500' Flight Date: February 28, 1963 USGS
1953 1"=500' Flight Date: February 11, 1953 USDA
1946 1"=500' Flight Date: December 29, 1946 USGS
1938 1"=500' Flight Date: June 21, 1938 USDA
EDR Aerial Photo Decade Package 04/30/25 SAVI RANCH PROJECT Site Name: Client Name: Michael Baker International Old Canal Road/Mirage Street 14725 Alton Parkway Yorba Linda, CA 92887 Irvine, CA 92618 EDR Inquiry # 7974180.8 Contact: Winnie Woo Environmental Data Resources, Inc. (EDR) Aerial Photo Decade Package is a screening tool designed to assist environmental professionals in evaluating potential liability on a target property resulting from past activities. EDR’s professional researchers provide digitally reproduced historical aerial photographs, and when available, provide one photo per decade. Search Results: Year Scale Details Source
When delivered electronically by EDR, the aerial photo images included with this report are for ONE TIME USE ONLY. Further reproduction of these aerial photo images is prohibited without permission from EDR. For more information contact your EDR Account Executive. Disclaimer - Copyright and Trademark Notice Copyright 2025 by Environmental Data Resources, Inc. All rights reserved. Reproduction in any media or format, in whole or in part, of any report or map of Environmental Data Resources, Inc., or its affiliates, is prohibited without prior written permission.

EDR and its logos (including Sanborn and Sanborn Map) are trademarks of Environmental Data Resources, LLC or its affiliates. All other trademarks used herein are the property of their respective owners. 7974180 - 8 page 2 This Report contains certain information obtained from a variety of public and other sources reasonably available to Environmental Data Resources, LLC. It cannot be concluded from this Report that coverage information for the target and surrounding properties does not exist from other sources. This Report is provided on an “AS IS”, “AS AVAILABLE” basis. NO WARRANTY EXPRESS OR IMPLIED IS MADE WHATSOEVER IN CONNECTION WITH THIS REPORT.

ENVIRONMENTAL DATA RESOURCES, LLC AND ITS SUBSIDIARIES, AFFILIATES AND THIRD PARTY SUPPLIERS DISCLAIM ALL WARRANTIES, OF ANY

KIND OR NATURE, EXPRESS OR IMPLIED, ARISING OUT OF OR RELATED TO THIS REPORT OR ANY OF THE DATA AND INFORMATION PROVIDED IN

THIS REPORT, INCLUDING WITHOUT LIMITATION, ANY WARRANTIES REGARDING ACCURACY, QUALITY, CORRECTNESS, COMPLETENESS,

SUBSIDIARIES, AFFILIATES OR THIRD PARTY SUPPLIERS BE LIABLE TO ANYONE FOR ANY DIRECT, INCIDENTAL, INDIRECT, SPECIAL,

Page 2215 of 2424 ends

7974180.8 2020 = 500'

Page 2216 of 2424 ends

7974180.8 2016 = 500'

Page 2217 of 2424 ends

7974180.8 2012 = 500'

Page 2218 of 2424 ends

7974180.8 2009 = 500'

Page 2219 of 2424 ends

7974180.8 2005 = 500'

Page 2220 of 2424 ends

7974180.8 2002 = 500'

Page 2221 of 2424 ends

7974180.8 1994 = 500'

Page 2222 of 2424 ends

7974180.8 1989 = 500'

Page 2223 of 2424 ends

7974180.8 1985 = 500'

Page 2224 of 2424 ends

7974180.8 1977 = 500'

Page 2225 of 2424 ends

7974180.8 1975 = 500'

Page 2226 of 2424 ends

7974180.8 1966 = 500'

Page 2227 of 2424 ends

7974180.8 1963 = 500'

Page 2228 of 2424 ends

7974180.8 1953 = 500'

Page 2229 of 2424 ends

7974180.8 1946 = 500'

Page 2230 of 2424 ends

7974180.8 1938 = 500'

Page 2231 of 2424 ends

SAVI RANCH PROJECT
Old Canal Road/Mirage Street
Yorba Linda, CA 92887
Inquiry Number: 7974180.5
May 02, 2025
The EDR-City Directory Image Report
6 Armstrong Road
Shelton, CT 06484
800.352.0050
Environmental Data Resources Inc www.edrnet.com

Page 2232 of 2424 ends

TABLE OF CONTENTS

SECTION
Executive Summary
Findings
City Directory Images
Thank you for your business.

Please contact EDR at 1-800-352-0050
with any questions or comments.

Disclaimer - Copyright and Trademark Notice
This Report contains certain information obtained from a variety of public and other sources reasonably available to Environmental Data Resources, LLC. It cannot be concluded from this Report that coverage information for the target and surrounding properties does not exist from other sources. This Report is provided on an “AS IS”, “AS AVAILABLE” basis. NO WARRANTY EXPRESS OR IMPLIED IS MADE WHATSOEVER IN CONNECTION WITH THIS REPORT. ENVIRONMENTAL DATA

RESOURCES, LLC AND ITS SUBSIDIARIES, AFFILIATES AND THIRD PARTY SUPPLIERS DISCLAIM ALL WARRANTIES, OF

ANY KIND OR NATURE, EXPRESS OR IMPLIED, ARISING OUT OF OR RELATED TO THIS REPORT OR ANY OF THE DATA AND

INFORMATION PROVIDED IN THIS REPORT, INCLUDING WITHOUT LIMITATION, ANY WARRANTIES REGARDING

ACCURACY, QUALITY, CORRECTNESS, COMPLETENESS, COMPREHENSIVENESS, SUITABILITY, MERCHANTABILITY, FITNESS FOR A PARTICULAR PURPOSE, TITLE, NON-INFRINGEMENT, MISAPPROPRIATION, OR OTHERWISE. ALL RISK IS ASSUMED BY THE USER. IN NO EVENT SHALL ENVIRONMENTAL DATA RESOURCES, LLC OR ITS SUBSIDIARIES,

AFFILIATES OR THIRD PARTY SUPPLIERS BE LIABLE TO ANYONE FOR ANY DIRECT, INCIDENTAL, INDIRECT, SPECIAL,

CONSEQUENTIAL OR OTHER DAMAGES OF ANY TYPE OR KIND (INCLUDING BUT NOT LIMITED TO LOSS OF PROFITS,

LOSS OF USE, OR LOSS OF DATA), ARISING OUT OF OR IN ANY WAY CONNECTED WITH THIS REPORT OR ANY OF THE DATA AND INFORMATION PROVIDED IN THIS REPORT. Any analyses, estimates, ratings, environmental risk levels, or risk codes provided in this Report are provided for illustrative purposes only, and are not intended to provide, nor should they be interpreted as providing any facts regarding, or prediction or forecast of, any environmental risk for any property. Only an assessment performed by a qualified environmental professional can provide findings, opinions or conclusions regarding the environmental risk or conditions in, on or at any property.

Copyright 2023 by Environmental Data Resources, LLC. All rights reserved. Reproduction in any media or format, in whole or in part, of any report or map of Environmental Data Resources, LLC, or its affiliates, is prohibited without prior written permission.

EDR and its logos (including Sanborn and Sanborn Map) are trademarks of Environmental Data Resources, LLC or its affiliates.

All other trademarks used herein are the property of their respective owners.

Page 2233 of 2424 ends

EXECUTIVE SUMMARY

DESCRIPTION
Environmental Data Resources, Inc.’s (EDR) City Directory Report is a screening tool designed to assist environmental professionals in evaluating potential liability on a target property resulting from past activities.EDR’s City Directory Report includes a search of available business directory data at approximately five year intervals.

RECORD SOURCES
The EDR City Directory Report accesses a variety of business directory sources, including Haines, InfoUSA, Polk,Cole, Bresser, and Stewart. Listings marked as EDR Digital Archive access Cole and InfoUSA records.

The various directory sources enhance and complement each other to provide a more thorough and accurate report.

EDR is licensed to reproduce certain City Directory works by the copyright holders of those works. The purchaser of this EDR City Directory Report may include it in report(s) delivered to a customer.

RESEARCH SUMMARY
The following research sources were consulted in the preparation of this report. A check mark indicates where information was identified in the source and provided in this report.

Year Target Street Cross Street Source
2020 þ þ EDR Digital Archive
2017 ¨ ¨ Cole Information
2014 þ þ Cole Information
2010 þ þ Cole Information
2005 þ þ Cole Information
2000 þ ¨ Cole Information
1995 þ ¨ Cole Information
1992 þ ¨ Cole Information
1987 ¨ ¨ Haines Criss-Cross Directory
1982 ¨ ¨ Haines Criss-Cross Directory
1976 ¨ ¨ Haines Criss-Cross Directory
1973 ¨ ¨ Haines Criss-Cross Directory
1965 ¨ ¨ Luskey City Directory
7974180- 5 Page 1

Page 2234 of 2424 ends

FINDINGS

TARGET PROPERTY STREET
Old Canal Road/Mirage Street
Yorba Linda, CA 92887
Year CD Image Source

OLD CANAL RD
2020 pg A2 EDR Digital Archive
2017 - Cole Information Target and Adjoining not listed in Source 2014 pg A4 Cole Information
2010 pg A6 Cole Information
2005 pg A8 Cole Information
2000 pg A9 Cole Information
1995 pg A10 Cole Information
1992 pg A11 Cole Information
1987 - Haines Criss-Cross Directory Street not listed in Source 1982 - Haines Criss-Cross Directory Street not listed in Source 1976 - Haines Criss-Cross Directory Street not listed in Source 1973 - Haines Criss-Cross Directory Street not listed in Source 1965 - Luskey City Directory Street not listed in Source 7974180- 5 Page 2

Page 2235 of 2424 ends

FINDINGS

CROSS STREETS
Year CD Image Source

MIRAGE ST
2020 pg. A1 EDR Digital Archive
2017 - Cole Information Target and Adjoining not listed in Source 2014 pg. A3 Cole Information
2010 pg. A5 Cole Information
2005 pg. A7 Cole Information
2000 - Cole Information Street not listed in Source
1995 - Cole Information Street not listed in Source
1992 - Cole Information Street not listed in Source
1987 - Haines Criss-Cross Directory Street not listed in Source 1982 - Haines Criss-Cross Directory Street not listed in Source 1976 - Haines Criss-Cross Directory Street not listed in Source 1973 - Haines Criss-Cross Directory Street not listed in Source 1965 - Luskey City Directory Street not listed in Source 7974180- 5 Page 3

Page 2236 of 2424 ends

City Directory Images

Page 2237 of 2424 ends

MIRAGE ST
EDR Digital Archive
7974180.5 Page: A1
Target Street Cross Street Source
2020
5511 STAPLES

UPS ALLIANCE SHIPPING PARTNER
5521 BANFIELD PET HOSPITAL

PETSMART
SPRINT

Page 2238 of 2424 ends

OLD CANAL RD
EDR Digital Archive
7974180.5 Page: A2
Target Street Cross Street Source
2020
22300 TACO BELL
22322 ATM

MC DONALD'S
22401 SPROUTS FARMERS MARKET
22450 CHICK-FIL-A
22601 A C PALM DESERT CORP

CARUANA EDITH

FAMILY RESOURCE MINISTRIES INC

INKSTRY LLC

MADELINE YOUNG INTERIORS
22613 VETERANS ENGINEERING SVC INC
22619 AMANO MC GANN
22641 CDCE INC

KICK STOPS
22653 CHURCH OF GRACE
22659 YORBA LINDA SEVENTH-DAY
22661 AMBIT MESSAGING INC

MAXXESS SYSTEMS INC
22687 LUCKY88 ENTERPRISES LLC

LUMAPRINTS
22695 ASHLEY MANOS

CATHY MANOS

DEBRA MANOS

THREE G'S INC
22699 CONTINENTAL INTERPRETING SVC
22722 FORCE FAMILY INVESTMENT W LLC

FORCE JOHN RACE STATION STORE

JOHN FORCE
22725 AMERICAN GEOTECHNICAL

G-TECH-FLYERS

GFS INC

SAGC CONSTRUCTION SVC LLC
22745 DIGITAL LABEL SOLUTIONS

JOEL MARKS

Page 2239 of 2424 ends

MIRAGE ST
Cole Information
7974180.5 Page: A3
Target Street Cross Street Source
2014
5511 STAPLES
5521 PETSMART

Page 2240 of 2424 ends

OLD CANAL RD
Cole Information
7974180.5 Page: A4
Target Street Cross Street Source
2014
22300 TACO BELL
22322 MCDONALDS

MCDONALDS SAVI RANCH
22401 SPROUTS FARMERS MARKET
22450 CHICK FILET AT YORBA LINDA FSU
22601 FAMILY RESOURCE MINISTRIES INC

FRANKLIN ELECTRIC CO

MADELINE YOUNG INTERIORS
22619 AMANO MCGANN INC
22641 CDCE INC

OLD CANAL FINANCIAL
22661 WEST COAST LENS
22667 AGIE CHARMILLES LLC
22687 SATEX

TACTECH
22693 NUTS & BOLTS TRAINING COMPANY INC
22695 THREE GS INC
22699 KG NETWORKS INC

WARP & PHIL
22722 FORCE JOHN RACE STATION STORE
22745 DIGITAL LABEL SOLUTIONS

RIGHT CONNECTIONS THE

Page 2241 of 2424 ends

MIRAGE ST
Cole Information
7974180.5 Page: A5
Target Street Cross Street Source
2010
5511 STAPLES
5521 BANFIELD THE PET HOSPITAL

PETSMART

Page 2242 of 2424 ends

OLD CANAL RD
Cole Information
7974180.5 Page: A6
Target Street Cross Street Source
2010
22300 TACO BELL
22322 MC DONALDS
22401 BORDERS
22601 FAMILY RESOURCE MINISTRIES INC
22619 AMANO MC GANN
22653 CHURCH OF GRACE
22661 WEST COAST LENS
22667 GF AGIE CHARMILLES
22687 DIREC LENDING

FCI TRUSTEE SALES

TACTECH
22693 LUCERO EQUIPMENT REPAIR
22695 THREE GS INC
22699 JOSTENS

K G NETWORKS INC
22722 JOHN FORCE RACE STATION
22725 AMERICAN GEOTECHNICAL

GFS INC
22754 RIGHT CONNECTIONS ELECTRONIC

Page 2243 of 2424 ends

MIRAGE ST
Cole Information
7974180.5 Page: A7
Target Street Cross Street Source
2005
5511 STAPLES
5521 BANFIELD THE PET HOSPITAL

MEDICAL MANAGEMENT INTL

PETSMART

Page 2244 of 2424 ends

OLD CANAL RD
Cole Information
7974180.5 Page: A8
Target Street Cross Street Source
2005
22300 TACO BELL
22322 MC DONALDS
22401 BORDERS BOOKS & MUSIC
22450 KFC OF YORBA LINDA
22601 FUTURE COMPUTING SOLUTIONS INC

MADELINE YOUNG INTERIORS
22607 SKILLED CARE PHARMACY
22619 CALIBER ONE WIRELESS INC

DIRECT SATELLITE TV
SATEX
22641 GLOBAL FORECLOSURE CORP
22647 3D FITNESS
22653 CHURCH OF GRACE

PANEL SHOP
22659 RICHMOND AMERICAN HOMES
22661 QUALITY RESEARCH

QUALITY RESEARCH & REPLACEMENT
22667 CHARMILLES
22693 AUTOMATED HOT FOOD SYSTEMS

HOT CHOICE DISTRIBUTERS
22722 JOHN FORCE RACE STATION

JOHN FORCE RACING INC
22725 AMERICAN GEOTECHNICAL

AUTO STYLES INC

DRUS DUSTERS INC

GFS INC

HUTTON PROPERTIES INC

LANDMARK BUILDERS CONSTRUCTION INC

PACIFIC UNDERGROUND INC
22745 RIGHT CONNECTION ELECTRONICS
22754 RIGHT CONNECTIONS ELECTRONIC

Page 2245 of 2424 ends

OLD CANAL RD
Cole Information
7974180.5 Page: A9
Target Street Cross Street Source
2000
22300 ESPARZA, CLARA A
22661 WAGNER, PETER F
22693 MARSHALL, RONDA
22695 MANOS, DEBRA A
22722 FORCE, JOHN U

Page 2246 of 2424 ends

OLD CANAL RD
Cole Information
7974180.5 Page: A10
Target Street Cross Street Source
1995
22300 TACO BELL
22322 MC DONALDS
22613 WGI & ASSOC
22659 DENNIS J FLYNN ARCHITECTS INC
22667 SIERRA CYBERNETICS INC
22687 DATA PROCESSING DESIGN
22693 CROMPTON METERMASTER INC
22699 DATA SOLUTIONS INC
22722 YORBA LINDA INFINITI

YORBA LINDA VOLKSWAGEN
22725 AMERICAN GREETING CARD CO
24450 KFC

PIZZA HUT

Page 2247 of 2424 ends

OLD CANAL RD
Cole Information
7974180.5 Page: A11
Target Street Cross Street Source
1992
22300 TACO BELL
22322 MCDONALDS RESTAURNT
22601 VINTAGE DESIGN
22613 W G I&ASSOCIATES
22619 US TOBACCO CO
22641 METERMASTER
22647 TACO WEST INC
22659 FLYNN DENNIS J ARCH

THOMAS COUGLIN&ASC
22667 CARNATION COMPANY
22695 AAMIGA WAREHOUSE

MEGATRONICS INC
22699 DATA SOLUTIONS INC
22722 YORBA LNDA INFINITI
22725 ACME FRAME
24450 KENTUCKY FRIED CHKN

Page 2248 of 2424 ends

Certified Sanborn® Map Report
Inquiry Number:
6 Armstrong Road, 4th floor
Shelton, CT 06484
Toll Free: 800.352.0050
www.edrnet.com
SAVI RANCH PROJECT Old Canal Road/Mirage Street Yorba Linda, CA 92887 April 30, 2025 7974180.3

Page 2249 of 2424 ends

Certified Sanborn® Map Report
Certified Sanborn Results:

Disclaimer - Copyright and Trademark Notice
EDR and its logos (including Sanborn and Sanborn Map) are trademarks of Environmental Data Resources, LLC or its affiliates. All other trademarks used herein are the property of their respective owners.
- page
The Sanborn Library includes more than 1.2 million
fire insurance maps from Sanborn, Bromley, Perris &
Browne, Hopkins, Barlow and others which track
historical property usage in approximately 12,000
American cities and towns. Collections searched:

Library of Congress
University Publications of America
EDR Private Collection
The Sanborn Library LLC Since 1866™
Limited Permission To Make Copies
Sanborn® Library search results
EDR Inquiry # Contact:

Site Name: Client Name:

Certification #
PO #
Project
04/30/25 Old Canal Road/Mirage Street SAVI RANCH PROJECT Michael Baker International 14725 Alton Parkway Yorba Linda, CA 92887 7974180.3 Irvine, CA 92618 Winnie Woo The Sanborn Library has been searched by EDR and maps covering the target property location as provided by Michael Baker International were identified for the years listed below. The Sanborn Library is the largest, most complete collection of fire insurance maps. The collection includes maps from Sanborn, Bromley, Perris & Browne, Hopkins, Barlow, and others. Only Environmental Data Resources Inc. (EDR) is authorized to grant rights for commercial reproduction of maps by the Sanborn Library LLC, the copyright holder for the collection. Results can be authenticated by visiting www.edrnet.com/sanborn.

The Sanborn Library is continually enhanced with newly identified map archives. This report accesses all maps in the collection as of the day this report was generated. 5B73-4A67-9C08 NA UNMAPPED PROPERTY SAVI RANCH PROJECT This report certifies that the complete holdings of the Sanborn Library, LLC collection have been searched based on client supplied target property information, and fire insurance maps covering the target property were not found.

Certification #: 5B73-4A67-9C08
Michael Baker International (the client) is permitted to make up to FIVE photocopies of this Sanborn Map transmittal and each fire insurance map accompanying this report solely for the limited use of its customer. No one other than the client is authorized to make copies. Upon request made directly to an EDR Account Executive, the client may be permitted to make a limited number of additional photocopies. This permission is conditioned upon compliance by the client, its customer and their agents with EDR's copyright policy; a copy of which is available upon request.

This Report contains certain information obtained from a variety of public and other sources reasonably available to Environmental Data Resources, LLC. It cannot be concluded from this Report that coverage information for the target and surrounding properties does not exist from other sources. This Report is provided on an “AS IS”, “AS AVAILABLE” basis. NO WARRANTY EXPRESS OR IMPLIED IS MADE WHATSOEVER IN CONNECTION WITH THIS REPORT.

ENVIRONMENTAL DATA RESOURCES, LLC AND ITS SUBSIDIARIES, AFFILIATES AND THIRD PARTY SUPPLIERS DISCLAIM ALL WARRANTIES, OF ANY

KIND OR NATURE, EXPRESS OR IMPLIED, ARISING OUT OF OR RELATED TO THIS REPORT OR ANY OF THE DATA AND INFORMATION PROVIDED IN

THIS REPORT, INCLUDING WITHOUT LIMITATION, ANY WARRANTIES REGARDING ACCURACY, QUALITY, CORRECTNESS, COMPLETENESS,

SUBSIDIARIES, AFFILIATES OR THIRD PARTY SUPPLIERS BE LIABLE TO ANYONE FOR ANY DIRECT, INCIDENTAL, INDIRECT, SPECIAL,

Page 2250 of 2424 ends

1 Woo, Winnie
From: Ashimine, Alan
Sent: Friday, April 25, 2025 7:57 AM
To: Woo, Winnie; Bogue, Kristen
Cc: Ditto, Jessica A; Beauregard, Allison
Subject: FW: EXTERNAL: FW: Savi Ranch - Data Needs
Attachments: Exh_Savi Ranch-Right of Way_Overall_50sc.pdf Follow Up Flag: Follow up
Flag Status: Flagged
Winnie: Looks like Rick Yee over at the City should be identified as our City contact for the “interview”.

Please go with:

RICK YEE, PE
Deputy Director Public Works/Assistant City Engineer
4845 Casa Loma Avenue | Yorba Linda, CA 92886
P: 714-961-7171 W: yorbalindaca.gov
Updated ROW map and acreages are provided attached and below.

Thanks,
Alan Ashimine
Michael Baker International
Direct: 949.855.5710
From: Rick Yee <[email protected]>
Sent: Thursday, April 24, 2025 2:20 PM
To: Ashimine, Alan <[email protected]>
Cc: Ditto, Jessica A <[email protected]>; Colin Tsui <[email protected]> Subject: EXTERNAL: FW: Savi Ranch - Data Needs

EXTERNAL EMAIL
Hi Alan- Please see below responses in red from Mark Thomas.

Let us know if we need to get on a call to discuss anything Thanks
Rick
From: Alan Su <[email protected]>
Sent: Thursday, April 24, 2025 2:05 PM
To: Rick Yee <[email protected]>
Cc: Pat Somerville <[email protected]>; Colin Tsui <[email protected]> Subject: RE: Savi Ranch - Data Needs

Page 2251 of 2424 ends

2 Rick,
See my responses below in red.

Thanks.

Alan
From: Rick Yee <[email protected]>
Sent: Thursday, April 24, 2025 11:38 AM
To: Alan Su <[email protected]>
Cc: Pat Somerville <[email protected]>; Colin Tsui <[email protected]> Subject: FW: Savi Ranch - Data Needs
Importance: High
Hi Alan – Could you advise on the below questions at earliest opportunity? We are on critical path with Caltrans so any eƯorts to expedite would be appreciated.

I believe we have responses for the last 2 bullet points (we have the existing ROW square footages for all parcels from the CTFP application that was prepared in 2023)…so just looking for MT to confirm nothing has changed on those.

Thanks
Rick
From: Ashimine, Alan <[email protected]>
Sent: Thursday, April 24, 2025 11:06 AM
To: Rick Yee <[email protected]>
Cc: Jessica Ditto <[email protected]>; Colin Tsui <[email protected]> Subject: Savi Ranch - Data Needs
Sounds good Rick, I will keep you posted.

I do have a few additional questions/data needs for you and Colin, now that we are rolling on the tech studies.  In the PES Form, we identified a max depth of excavation of 24 feet for retaining wall footings. I am not sure how we arrived this depth. We have solider pile walls and all these walls have drilled steel solider piles, so we will not have open excavations for these walls. FYI, the proposed drilled holes will be 24” in diameter and piles lengths are between 30’ – 40’ deep. Our archaeologist is asking for the “typical” depth of excavation for the majority of the project site. My assumption is that for most roadway/trail improvements, the excavations would be much shallower (maybe 2-3 feet?). We’d like to include this info in our report to give Caltrans this context. General excavation depth (2-3’) for roadway improvements should work. At a few proposed catch basin locations will be about 5’ deep. Sigal foundations will have cast-in-drilled-hole (CIDH) pile foundations (4.5’ in diameter and 15’ deep).  We included the attached exhibit showing right-of-way requirements in the PES. Just confirming that nothing is changed. See attached for the updated exhibit.  Our Phase I ISA focuses on permanent ROW acquisition (we don’t need to worry about TCEs). Based on the PES Form, the following APNs will have permanent impacts:
o APN 352-112-03 (Staples)

Page 2252 of 2424 ends

3 o APN 352-112-04 (PetSmart)
o APN 352-113-01
o APN 352-113-02 (Sprouts)
o APN 352-117-01, -02, -03 (Taco Bell)
Assuming these APNs are correct, we are requesting the acreage of acquisition for each of these APNs.

These APN numbers are still correct. The attached exhibit also shows the required areas from each parcel.

Thanks,
Alan Ashimine
Michael Baker International
Direct: 949.855.5710

Page 2253 of 2424 ends

1 Woo, Winnie
From: Rick Yee <[email protected]>
Sent: Tuesday, May 20, 2025 2:11 PM
To: Woo, Winnie; Helpdesk
Subject: EXTERNAL: RE: Savi Ranch Project - Last Traffic Stripping Dates for Phase I ISA Follow Up Flag: Follow up
Flag Status: Flagged

EXTERNAL EMAIL
**Yorba Linda IT helpdesk – Please authorize recipient to receive the file link below** Hi Winnie – Please see requested info at link below.

You’ll be receiving a separate email from our Yorba Linda IT that will enable you to gain access to the link below
Reference Docs
Regards,

RICK YEE, PE
Deputy Director Public Works/Assistant City Engineer
4845 Casa Loma Avenue | Yorba Linda, CA 92886
P: 714-961-7171 W: yorbalindaca.gov
From: Woo, Winnie <[email protected]>
Sent: Wednesday, May 14, 2025 11:02 AM
To: Rick Yee <[email protected]>
Subject: Savi Ranch Project - Last Traffic Stripping Dates for Phase I ISA Hi Rick,

I am an environmental analysis working on the Phase I ISA prepared for the Savi Ranch Parkway Widening/Connect Savi Ranch Project. I received your contact informaƟon from Alan Ashimine and was told that you may be able to provide some informaƟon regarding traffic stripping. Specifically, could you provide the last traffic stripping dates for the following roadway segments within project limits? These segments include:

1. Savi Ranch Parkway, from Yorba Linda Boulevard to Mirage Street

2. Old Canal Road, from Yorba Linda Boulevard to Eastpark Drive

3. Yorba Linda Boulevard, from Savi Ranch Parkway to SR 91 westbound offramp

Page 2254 of 2424 ends

2 4. Mirage Street, from Crystal Drive to Old Canal Road Thanks,
Winnie Woo
Michael Baker International | Environmental Associate
5 Hutton Centre Drive, Suite 500 | Santa Ana, CA
[email protected] | [O] 949-472-3407

Page 2255 of 2424 ends

1 Bogue, Kristen
From: Rick Yee <[email protected]>
Sent: Sunday, June 1, 2025 7:16 PM
To: Ashimine, Alan
Cc: Ditto, Jessica A; Bogue, Kristen; Colin Tsui
Subject: EXTERNAL: RE: Savi - Phase I Questions

EXTERNAL EMAIL
Hi Alan – Received feedback from Mark Thomas and their records search (and utility investigations) has not produced any record of oil or water wells.

The small building you reference below is an ATT facility.

Thx
Rick
From: Ashimine, Alan <[email protected]>
Sent: Wednesday, May 28, 2025 4:00 PM
To: Rick Yee <[email protected]>; Colin Tsui <[email protected]> Cc: Jessica Ditto <[email protected]>; Bogue, Kristen <[email protected]> Subject: Savi - Phase I Questions
Rick/Colin: We are wrapping up the Phase I Initial Site Assessment for the project, and there are couple questions that have come up related to site conditions. Are you (or Mark Thomas) able to provide the info below?  Are you aware of any water or oil wells that exist on-site?  There appears to be a utility feature in a small building along Old Canal Road (see attachment with blue arrow). Are you able to tell us what is housed in the structure? Thanks,
Alan Ashimine
Michael Baker International
Direct: 949.855.5710

Page 2256 of 2424 ends

APPENDIX D:

ISA CHECKLIST

Page 2257 of 2424 ends

Initial Site Assessment (ISA) Checklist
Project Information
District 12 County Orange Route NA Post Mile NA EA NA
Description: Refer to Section 1.1, Project Description, of the ISA (page 1-1).

Is the project on the HW Study Minimal-Risk Projects List (HW1)? NO Project Manager ______________ phone # __________________ Project Engineer RICK YEE, P.E. phone # (714) 961-7171
Project Screening
Attach the project location map to this checklist to show location of all known and/or potential HW sites identified.

1. Project Features: New R/W? YES Excavation? Yes Railroad Involvement? NO Structure demolition/modification? NO Subsurface utility relocation? YES

2. Project Setting Refer to Section 3.1, Physical Setting Sources, of the ISA (page 3-1).

Rural or Urban Urban
Current land uses Transportation uses (subject site); landscaping for commercial uses (ROW) Adjacent land uses Commercial, industrial, and residential

3. Check federal, State, and local environmental and health regulatory agency records as necessary, to see if any known hazardous waste site is in or near the project area. If a known site is identified, show its location on the attached map and attach additional sheets, as needed, to provide pertinent information for the proposed project.

Refer to Exhibit 6, Overview Map, of the ISA (page 3-8), for the mapping of hazardous waste sites, and Section 3.2, Standard Environmental Record Sources, of the ISA (page 3-7), for a discussion of hazardous waste sites on-site and in the vicinity.

4. Conduct Field Inspection. Date 05-07-2025 Use the attached map to locate potential or known HW sites.

Refer to Section 4.0, Site Reconnaissance, of the ISA (page 4-1), for a discussion of the field inspection conducted on May 7, 2025; and Exhibits 7, On-Site Photographs and 8, Off-Site Photographs, of the ISA (pages 4-2 and 4-3), for photographic documentation of the field inspection. Refer to Exhibit 6, Overview Map, of the ISA (page 3-8), for the mapping of hazardous waste sites on-site and in the vicinity.

STORAGE STRUCTURES / PIPELINES:

Underground tanks None Observed Surface tanks None Observed Sumps None Observed Ponds None Observed
Drums None Observed Basins None Observed
etric
Caltrans

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Transformers None Observed Landfill None Observed
Other None Observed
CONTAMINATION: (spills, leaks, illegal dumping, etc.)
Surface staining None Observed Oil sheen None Observed
Odors None Observed Vegetation damage None Observed
Other None Observed
HAZARDOUS MATERIALS: (asbestos, lead, etc.)
Buildings Not Applicable Spray-on fireproofing Not Applicable Pipe wrap Not Applicable Friable tile Not Applicable
Acoustical plaster Not Applicable Serpentine Not Applicable Paint Potential Lead-Based-Paints From Roadway Stripping (Low Risk) Other None

5. Additional record search, as necessary, of subsequent land uses that could have resulted in a hazardous waste site. Use the attached map to show the location of potential hazardous waste sites.

Refer to Section 3.3, File Record Reviews, of the ISA (page 3-16), for a discussion of the record search conducted and records reviewed from applicable agencies. Refer to Exhibit 6, Overview Map, of the ISA (page 3-8), for the mapping of hazardous waste sites on-site and in the vicinity.

6. Other comments and/or observations: Findings associated with the past and current on-site and off-site uses were noted in Section 6.0, Evaluation, of the ISA (page 6-1). As discussed in the ISA, it is the opinion of Michael Baker that no RECs have resulted at the subject site based on these findings.

ISA Determination
Does the project have potential hazardous waste involvement? NO If there is known or potential hazardous waste involvement, is additional ISA work needed before task orders can be prepared for the Investigation? If "YES," explain; then give an estimate of additional time required:

A brief memo should be prepared to transmit the ISA conclusions to the Project Manager and Project Engineer.

ISA Conducted by ________________________________________ Date 06-03-2025 Ms. Kristen Bogue
Attachments:

Phase I Initial Site Assessment (ISA)

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APPENDIX E:

QUALIFICATIONS OF THE

ENVIRONMENTAL PROFESSIONAL

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Savi Ranch Parkway Widening/Connect Savi Ranch Project Phase I ISA | E-1

QUALIFICATIONS OF THE

ENVIRONMENTAL PROFESSIONAL

QUALIFICATIONS AND EXPERIENCE
Phase I Initial Site Assessments (ISAs) prepared by Michael Baker reflect the most current interpretations of industry standards, which are in accordance with the ASTM International (ASTM) E 1527-21 Standard Practice for Environmental Site Assessments.

KEY PERSONNEL
This Phase I ISA was overseen by Ms. Kristen Bogue, ASTM Standard Practice E 1527-21-defined Environmental Professional, whom also conducted quality assurance/quality control and document preparation. Document research and records gathering was conducted by Ms. Kristen Bogue and Ms. Winnie Woo. Site reconnaissance was conducted by Ms. Kristen Bogue and Ms.

Winnie Woo.

Kristen Bogue
Environmental Professional
Ms. Bogue graduated from the University of California, Irvine, with a degree in Environmental Analysis and Design. Mr. Bogue’s professional environmental experience of nine years includes the management, review, and preparation of hazardous material assessments, which include:

Phase I Environmental Site Assessments, Initial Site Assessments for the California Department of Transportation (Caltrans), Preliminary Hazardous Material Assessments, Existing Hazardous Material Conditions Assessments, and Environmental Baseline Surveys for the Department of the Navy for sites located throughout California, Arizona, and New Mexico. As an environmental analyst, Ms. Bogue is also involved with preparation of Environmental Documentation compliance with the California Environmental Quality Act (CEQA)/National Environmental Protection Act (NEPA), Visual Impact Assessments (VIAs), field studies, as well as various technical studies in support of CEQA and NEPA. In the past 17 years, Ms. Bogue has personally evaluated over 350 real properties in California.

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Savi Ranch Parkway Widening/Connect Savi Ranch Project Phase I ISA | E-2 Winnie Woo
Environmental Analyst
Ms. Woo graduated from the Chapman University with a degree in Environmental Science and Policy. Ms. Woo provides assistance in the preparation of environmental and planning studies for public and private sector clients under the California Environmental Quality Act (CEQA) and National Environmental Policy Act (NEPA). As an environmental analyst at Michael Baker, Ms.

Woo’s primary responsibilities include the preparation of environmental documents (Initial Studies, Negative Declarations, Environmental Impact Reports, and Environmental Assessments), and technical studies, including Phase I Environmental Site Assessments, for various environmental planning projects located throughout California.

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Attachment G Page 2263 of 2424
Michael Baker International
5 Hutton Centre Drive | Santa Ana, CA 92707
Office: 949.472.3505 | Fax: 949.472.8373
JN 204674
Water Quality Technical Memorandum
Savi Ranch Parkway Widening/Connect Savi Ranch Project
City of Yorba Linda, California
Prepared for: State of California, Department of Transportation July 2025

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City of Yorba Linda Savi Ranch Parkway Widening/Connect Savi Ranch Project WQTM Page i
Introduction ......................................................................................................................................1 Project Description.................................................................................................................................... 1 General Conditions ..........................................................................................................................13 Existing Drainage Conditions and Facilities.............................................................................................13 Regional and Local Hydrology.................................................................................................................13 Floodplains..............................................................................................................................................13 Groundwater Resources .........................................................................................................................13 Soils/Erosion Potential............................................................................................................................13 Water Quality/Clean Water Act Requirements......................................................................................14 NPDES Permit..........................................................................................................................................18 Impact Analysis................................................................................................................................21 Potential Impacts to Water Quality ........................................................................................................21 Impact Assessment Methodology...........................................................................................................22 Cumulative Impacts ................................................................................................................................23 Project Features/Standardized Measures ..............................................................................................23 Avoidance and Minimization Measures............................................................................................25 References.......................................................................................................................................27 Exhibit 1: Regional Vicinity............................................................................................................................2 Exhibit 2: Site Vicinity....................................................................................................................................3 Exhibit 3: Conceptual Site Plan – Savi Ranch Parkway Widening .................................................................5 Exhibit 4a: Typical Sections – Savi Ranch Parkway Widening.......................................................................6 Exhibit 4b: Typical Sections – Savi Ranch Parkway Widening.......................................................................7 Exhibit 5: Conceptual Site Plan – Multi-Use Trail Improvements.................................................................8 Exhibit 6: Existing and Proposed Right-of-Way – Savi Ranch Parkway Widening ........................................9 Exhibit 7: Watershed Map ..........................................................................................................................17 Table 1: Surface Water Beneficial Uses......................................................................................................14 Table 2: Groundwater Beneficial Uses........................................................................................................15 Table 3: Water Body Impairments..............................................................................................................16

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The City of Yorba Linda (City) proposes roadway and multi-use trail improvements within and surrounding Savi Ranch. Savi Ranch, located within the southeastern portion of the City, is a primary job center and consists of retail, commercial, industrial, and office uses. The project includes roadway improvements along Savi Ranch Parkway, Yorba Linda Boulevard, and Mirage Street in addition to a multi-use pedestrian and bicycle trail along Savi Ranch Parkway, Mirage Street, and Old Canal Road. As the region continues to grow in population and development, the proposed circulation improvements would improve mobility and provide additional opportunities for active transportation within the project area.

The project site is situated in the southeastern portion of the City, along the border between the cities of Yorba Linda and Anaheim, in the County of Orange; refer to Exhibit 1, Regional Vicinity and Exhibit 2, Site Vicinity. The proposed roadway improvements would be located on Savi Ranch Parkway between Yorba Linda Boulevard and Mirage Street, on Mirage Street between Crystal Drive and Old Canal Road, and on Yorba Linda Boulevard from Savi Ranch Parkway to approximately 480 feet south of Savi Ranch Parkway. The proposed multi-use trail would extend along Savi Ranch Parkway to Mirage Street, to Old Canal Road, and terminate at the intersection of Old Canal Road and Eastpark Drive.

The project would include a range of roadway and multi-use trail improvements along Savi Ranch Parkway, Yorba Linda Boulevard, Mirage Street, and Old Canal Road. The following describes the proposed roadway and trail improvements associated with the project in further detail. • Savi Ranch Parkway: The project would widen Savi Ranch Parkway to provide a third westbound left-turn lane at the Yorba Linda Boulevard intersection. The westbound free right-turn lane from Mirage Street would be reconfigured into a signalized right-turn lane, and the existing median at this location would be removed. The eastbound free right-turn lane at Mirage Street would be eliminated for pedestrian safety and increase vehicular mobility, and the existing eastbound left-turn lane would be lengthened from 300 feet to 430 feet in order to allow additional storage. Other roadway improvements would include median layout modifications and traffic signal modifications at the Yorba Linda Boulevard and Mirage Street intersections. • Yorba Linda Boulevard: The project would eliminate the eastbound free right-turn and adjacent raised median at Savi Ranch Parkway; this improvement is intended to address pedestrian safety and increase vehicular mobility. The project would widen Yorba Linda Boulevard on the easterly side to provide two right-turn lanes while maintaining the existing through lanes. A length of 450 feet would be provided for right-turn storage. Additional improvements include a modification to the existing sidewalk connecting to an adjacent restaurant use (Taco Bell) and relocation of an existing Savi Ranch monument sign.

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Exhibit 3 through Exhibit 6 show the conceptual plans for project.

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• Mirage Street: The project would eliminate the existing southbound yield right-turn at Savi Ranch Parkway; this improvement is intended to address pedestrian safety and increase vehicular mobility. Additional improvements at this segment include a sidewalk on the westerly side of Mirage Street from Savi Ranch Parkway to the existing driveway for the PetSmart and Staples parking lot, and Americans with Disabilities Act (ADA) access ramps and paths of travel.

The project would include a Class I off-street multi-use path on Savi Ranch Parkway and Mirage Street and a Class IV separated bikeway along Old Canal Road. The proposed bikeways would be 12 feet wide with an asphalt concrete surface.

The project would install four retaining walls. These retaining walls would require footings reaching a maximum of 24 feet below existing ground surface.
• A new retaining wall along the west side of Mirage Street would have a length of approximately 79 feet and a maximum height of approximately eight feet; • An existing retaining wall along the north side of Savi Ranch Parkway would be replaced by a new retaining wall with a length of approximately 472 feet and a maximum height of approximately 12 feet.
• A new retaining wall along the south side of Savi Ranch Parkway would have a length of approximately 300 feet and a maximum height of approximately 10 feet; and • A new retaining wall along the east side of Yorba Linda Boulevard would have a length of approximately 92 feet and a maximum height of approximately nine feet.

The temporary and permanent right-of-way acquisitions associated with the project’s roadway improvements. The roadway improvements would require permanent public utility and roadway easements as well as temporary construction easements. Specifically, Assessor’s Parcel Numbers (APNs) 352-112-03 (Staples), 352-112-04 (PetSmart), 352-113-01, 352-113-02 (Sprouts), and 352-117-01, -02, - 03 (Taco Bell) would be affected. In total, the roadway improvements would require approximately 16,725 square feet in permanent right-of-way acquisition, and require approximately 31,916 square feet for temporary construction easements.

The project would require the removal and/or relocation of streetlights along existing roadways; all street lighting removals, relocations, and/or installation would be conducted by Southern California Edison per plans approved by the City. New illuminated traffic signs would be installed at the intersections of Yorba Linda Boulevard/Savi Ranch Parkway and Savi Ranch Parkway/Mirage Street.

Vegetation clearing and grubbing would be required for roadway and multi-use trail improvements. The project would include new landscaping consisting of Natchez Crape Myrtle tree, a variety of shrubs including Little John dwarf, flower carpet white rose, Cleveland sage, and pine muhly, and Pacific mist manzanita groundcover. Irrigation would be provided by lateral sprinklers, tree drip water bubblers, a root water system for shrubs, and subsurface inline drip, all connected to existing water lines.

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The project proposes to remove two existing catch basins, and install two new catch basins; one catch basin would be located at the corner of Mirage Street and Crystal Drive and would incorporate biofiltration, and the other catch basin would be located at the southwest corner of Savi Ranch Parkway and Mirage Street. Additionally, tree wells for new planted trees would include filters for biofiltration.

Project implementation would require that existing utilities are removed, relocated, or adjusted to grade. Coordination with all utility providers would be required in order to prevent disruption of services and to protect in place existing lines to the extent feasible. Additionally, connections to existing water lines would be required for landscape irrigation.

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The existing topography within the project boundary varies from east to west, and the entire project area is currently captured by curb, gutter, and catch basins. The change in topography is generally flat as the change along all streets is six feet of elevation. The landscaping areas that border Old Canal Road (between its intersections with Eastpark Drive and Mirage Street) slope down to the roadway and sidewalks, whereas the landscaping that borders Old Canal Road (west of its intersection with Mirage Street), Mirage Street, and Savi Ranch Parkway slopes away from the roadway and sidewalks.

Surface drainage through the project area drains generally to the west and north and is captured by the City’s municipal storm drain system. The storm drain system drains to the north towards Santa Ana River Reach 2 (17th Street in Santa Ana to Prado Dam).

The project is located in the Lower Santa Ana River Basin of the Santa Ana River Watershed and situated within the Santa Ana Regional Water Quality Control Board’s (RWQCB) jurisdiction. Runoff in the region flows from the Chino Hills north of the project to the southwest towards the Pacific Ocean. The project discharges to Santa Ana River Reach 2 (17th Street in Santa Ana to Prado Dam), which confluences with San Diego Creek Reach 1. Santa Ana River Reach 2 confluences with Santa Ana River Reach 1 (Tidal Prism to 17th Street) at 17th Street in the City of Santa Ana. Santa Ana River Reach 1 discharges to the Pacific Ocean in the cities of Huntington Beach and Newport Beach.

The Villa Park Dam weather station is located approximately four miles southwest of the project, and the available data indicates that an annual average of 14.03 inches were recorded historically (Orange County Public Works Department, 2025).

The Federal Emergency Management Agency (FEMA) identifies that the project location is in a Zone X area, which means a 0.2 percent annual chance of flood (FEMA, 2009). The project will not impact or encroach on the 100-year floodplain or floodway.

The North Orange County Mapped Depth to First Groundwater map in Orange County Technical Guidance Document, Appendix VIII shows that the project is located within the Orange County Water District Groundwater Basin Protection Boundary (Orange County Stormwater Program, December 2013).

The Draft Geotechnical Exploration Report (Verdantas, 2024) prepared for the project identified groundwater depths in exploratory borings encountered groundwater at depths between 27 and 31 feet. Retaining walls would require soldier pile walls with drilled piles. Drill holes will be a maximum of 40 feet in depth. However, typical excavations associated with the majority of the project site will be two to three feet deep. Therefore, constructing the retaining walls may require dewatering.

The Soil Erodibility Factor (K factor) for the project area is 0.32 according to the 2022 Construction Stormwater General Permit Soil Erodibility (K) Factor Map Tool. Generally, this equates to a moderate

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potential for erosion within the project area characterized by particles resistant to detachment.

However, this is a planning-level tool, so a detailed site-specific survey is still required for design-level analysis.

The Clean Water Act (CWA), as amended by the Water Quality Act of 1987, is the major federal legislation governing water quality, which was enacted “to restore and maintain the chemical, physical, and biological integrity of the nation’s waters.” Important sections of the CWA include:
• Sections 303 and 304 – provide for water quality standards, criteria, and guidelines; and • Section 402 – establishes the National Pollutant Discharge Elimination System (NPDES), a permitting system for the discharge of any pollutant (except for dredge or fill material) into waters of the United States. This permitting program is administered by the California RWQCBs.

The permits associated with these sections of the CWA typically include additional site-specific requirements. The desktop survey indicated that no permits are anticipated under the CWA to develop this site.

The RWQCB is responsible for the protection of beneficial uses of water resources within its jurisdiction and uses planning, permitting, and enforcement authorities to meet this responsibility. Every water body within the jurisdiction of the Santa Ana RWQCB is designated a set of beneficial uses that are protected by appropriate water quality objectives and identified in the Santa Ana RWQCB’s Water Quality Control Plan for the Santa Ana River Basin (Basin Plan). Based on the information currently available, the project discharges to Santa Ana River Reach 2 (17th Street in Santa Ana to Prado Dam) which has designated surface water beneficial uses. In addition, the project is located in the Orange Groundwater Management Zone. Table 1 summarizes the beneficial uses of surface water, and Table 2 summarizes the beneficial uses of groundwater as designated by the Basin Plan.

Table 1: Surface Water Beneficial Uses
Beneficial Use Type
Agricultural Supply (AGR) – Includes waters used for farming, horticulture or ranching. These uses may include, but are not limited to, irrigation, stock watering, and support of vegetation for range grazing.

Groundwater Recharge (GWR) – Includes waters used for natural or artificial recharge of groundwater for purposes that may include, but are not limited to, future extraction, maintaining water quality or halting saltwater intrusion into freshwater aquifers.

Water Contact Recreation (REC1) – Includes waters used for recreational activities involving body contact with water where ingestion of water is reasonably possible. These uses may include, but are not limited to, swimming, wading, water-skiing, skin and scuba diving, surfing, whitewater activities, fishing and use of natural hot springs.

Non-contact Water Recreation (REC2) – Includes waters used for recreational activities involving proximity to water, but not normally involving body contact with water where ingestion of water would be reasonably possible. These uses may include, but are not limited to, picnicking, sunbathing, hiking, beachcombing, camping, boating, tidepool and marine life study, hunting, sightseeing and aesthetic enjoyment in conjunction with the above activities.

Warm Freshwater Habitat (WARM) – Includes waters that support warmwater ecosystems that may include, but are not limited to, preservation and enhancement of aquatic habitats, vegetation, fish and wildlife, including invertebrates.

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Beneficial Use Type
Wildlife Habitat (WILD) – Includes waters that support wildlife habitats that may include, but are not limited to, the preservation and enhancement of vegetation and prey species used by waterfowl and other wildlife.

Rare, Threatened or Endangered Species (RARE) – Includes waters that support the habitats necessary for the survival and successful maintenance of plant or animal species designated under state or federal law as rare, threatened or endangered.

Spawning, Reproduction and Development (SPWN) – Includes waters that support high quality aquatic habitats necessary for reproduction and early development of fish and wildlife.

Table 2: Groundwater Beneficial Uses
Beneficial Use Type
Municipal and Domestic Supply (MUN) – Includes waters used for community, military, municipal or individual water supply systems. These uses may include, but are not limited to, drinking water supply.

Agricultural Supply (AGR) – Includes waters used for farming, horticulture or ranching. These uses may include, but are not limited to, irrigation, stock watering, and support of vegetation for range grazing.

Industrial Service Supply (IND) – Includes waters used for industrial activities that do not depend primarily on water quality. These uses may include, but are not limited to, mining, cooling water supply, hydraulic conveyance, gravel washing, fire protection and oil well repressurization.

Industrial Process Supply (PROC) – Includes waters used for industrial activities that depend primarily on water quality. These uses may include, but are not limited to, process water supply and all uses of water related to product manufacture or food preparation.

Section 303 of the CWA requires that the state adopt water quality objectives for surface waters. The Basin Plan contains water quality objectives that are considered necessary to protect the specific beneficial uses it identifies for surface waters. Section 303(d) of the CWA specifically requires the state to develop a list of impaired water bodies and Total Maximum Daily Loads (TMDLs), which are plans to determine the maximum allowable pollutant load that a water body can receive and continue to meet the designated beneficial uses. The California State Water Resources Control Board submitted its 2024 List of Impaired Waters for U.S. Environmental Protection Agency approval in the 2024 Integrated Report. Although Santa Ana River Reach 2 is not on the 303(d) List per the 2024 Integrated Report (Category 5), it is listed on a list of 2024 California waters with insufficient information to assess beneficial use support but some uses may be potentially threatened (Category 3). The U.S.

Environmental Protection Agency partially approved the list due to 44 water bodies not listed for benthic community effects which was inconsistent with California’s water quality standards, and nine water quality-limited segments that were erroneously classified as implementing approved regulatory alternatives to TMDLs. Santa Ana River Reach 2 is one of the water quality limited segments that has an impairment due to benthic community effects. Table 3 summarizes the receiving water bodies that the project will discharge to and their impairments (303(d) List and TMDL Constituents), from its initial discharge to a receiving water body and following the flow downstream to the Pacific Ocean.

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Table 3: Water Body Impairments
Water Body Name 303(d) List Constituent1 TMDL Constituent Potential TMDL Constituent2
Santa Ana River Reach 2
(17th Street in Santa Ana
to Prado Dam)
Alachlor, Alkalinity as CaCO3,
Atrazine, Azinphos-methyl
(Guthion), Benthic Community
Effects, Boron, Cadmium, Carbaryl,
Carbofuran, Chlorpyrifos, Copper,
Dichlorodiphenyldichloroethylene
(DDE), Diazinon, Dieldrin, Dissolved
Oxygen, Disulfoton, Indicator
Bacteria, Lead, Malathion, Methyl
Parathion, Molinate, Simazine,
Temperature, Thiobencarb/Bolero,
Total Dissolved Solids, pH, and
Selenium
None WARM beneficial use
impairment based on
benthic community
effects data.

Santa Ana River Reach 1
(Tidal Prism to 17th
Street)
None None None
Tidal Prism of Santa Ana
River (to within 1000’ of
Victoria Street) and
Newport Slough
None None None
Exhibit 7 shows the location of the project within the Santa Ana River Watershed. 1 California State Water Resources Control Board, 2024 Integrated Report (Clean Water Act Section 303(d) List/305(b) Report) Categories 3 and 5, accessed via this website: https://www.waterboards.ca.gov/water_issues/ programs/water_quality_assessment/2024-integrated-report.html, December 13, 2024. 2 U.S. Environmental Protection Agency Region 9, Letter Re: California’s 2024 List of Impaired Waters under Clean Water Act (CWA) Section 303(d), accessed via this website: https://www.epa.gov/system/files/documents/2024- 12/ca-2024-303d-list-epa-partial-approval-disapproval-2024-12-12.pdf, December 12, 2024.

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The project must conform to all applicable water quality regulations and/or permit requirements of the SWRCB and any applicable local RWQCB. The project’s construction activities will be completely located within the City right of way (ROW) including permanent ROW and temporary construction easements to be utilized during the short-term construction process. The existing total impervious surface area is approximately 4.11 acres.

The City is a co-permittee along with the County of Orange in the Santa Ana RWQCB’s Orange County Municipal NPDES Permit (Order R8-2009-0030, as amended by Order R8-2010-0062). The Orange County 2003 Drainage Area Management Plan’s (DAMP) New Development/Redevelopment Program requires priority projects to implement treatment control BMPs if they will result in an increase of 5,000 or more square feet in impervious surface. In addition, the Orange County NPDES Permit includes hydromodification requirements that projects must include management techniques to reduce the potential for impacts, such as a change in runoff and sediment yield because of land use modifications.

In the Santa Ana Region, the Technical Guidance Document for the Preparation of Conceptual/ Preliminary and/or Project Water Quality Management Plans (Technical Guidance Document) has a preliminary map that indicates the potential areas within the Santa Ana River Watershed that are susceptible to erosion. Based on the information currently available and since this project is a priority project, it is anticipated that a Priority Project Water Quality Management Plan will be required to document the BMPs that are applicable to the project.

The Construction General Permit (NPDES No. CAS000002, SWRCB Order No. 2022-0057-DWQ, was adopted on September 8, 2022) and effective on September 1, 2023. The permit regulates stormwater discharges from construction sites which result in a Disturbed Soil Area (DSA) of one acre or greater, and/or are smaller sites that are part of a larger common plan of development. • For all projects subject to the CGP, the applicant is required to hire a Qualified Stormwater Pollution Prevention Plan (SWPPP) Developer (QSD) to develop and implement an effective SWPPP. A Qualified SWPP Practitioner (QSP) may be hired as well to assist in field work. All Project Registration Documents (PRDs), including the SWPPP, Risk Level (RL) Determinations, Site map and post-construction treatment documents are required to be uploaded into the SWRCB’s on-line Stormwater Multiple Application and Report Tracking System (SMARTS). A Waste discharge Identification (WDID) number will be issued within 10 business days after the State Water Board receives a complete Notice of Intent (NOI) package. • The 2022 CGP requires post-construction treatment permit registration documents to be submitted in SMARTS with the NOI to include: (1) An attachment or web-source containing the NPDES MS4 post-construction requirements and (2) the post-construction plans and calculations (Preliminary post-construction plans and calculations may be submitted as a Permit Registration Document, as long as the approved plans and calculations are submitted within 14 days of approval by the municipal stormwater permittee, through a Change of Information (COI) in SMARTS). Additionally, a COI in SMARTS must be submitted for any revisions to postconstruction plans and calculations prior to submitting the Notice of Termination (NOT).

Based on the information currently available, the disturbed soil area (DSA) is estimated to be approximately 6.2 acres and the project would require CGP coverage and preparation of a SWPPP.

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Projects that disturb over one acre but less than five acres of soil, may qualify for waiver of CGP coverage. This occurs whenever the Rainfall Erosivity, (R) in the Revised Universal Soil Loss Equation (RUSLE) is less than five. When the R factor is below the numeric value of five, projects can be waived from coverage under the CGP. Refer to the CGP, Attachment D1, Risk Determination Worksheet of the CGP (see References Section).

Construction activity that results in soil disturbances of less than one acre is subject to this CGP if there is potential for significant water quality impairment resulting from the activity as determined by the RWQCB. Operators of regulated construction sites are required to develop a SWPPP, to implement soil erosion and pollution prevention control measures, and to obtain coverage under the CGP. The project does not meet the thresholds to waive the CGP requirements.

The CGP contains a risk-based permitting approach by establishing three levels of risk possible for a construction site. Risk levels are determined during the planning, design, and construction phases, and are based on project risk of generating sediments and receiving water risk of becoming impaired.

Requirements apply according to the Risk Level (RL) determined, with additional monitoring and reporting requirements for higher risk projects with detailed requirements listed in Attachment D of the CGP. Requirements include:
• Visual inspections weekly, prior to Qualifying Precipitation Events (QPEs), during QPEs (every 24 hours) and post QPEs. A qualifying Storm Event (QPE) is defined as a forecasted 50% probability of precipitation of 0.5” or more within a 24-hour period and continues on subsequent 24-hour periods when 0.25 inches or more is forecast.
• RL 2 and 3 projects have sampling requirement for pH and Turbidity. • Additionally, sampling for Numeric Action Levels (NALs) and Numeric Effluent Limits (NELs) is required for all risk level projects for TMDL-related non-visible pollutants listed in Attachment H of the CGP, if there is a discharge due to failure to implement a BMP, a container spill or leak, or a BMP breach or malfunction.

Based on the information currently available, the project is a Risk Level 2 project (WQTM Appendix).

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Since the project is the installation of Class I and IV multi-use bicycle and pedestrian trails, the expected pollutants of concern that will impact water quality are suspended-solids/sediment, nutrients, bacteria, and insecticides/pesticides. To avoid and minimize impacts, temporary construction BMPs will be implemented during construction, and post-construction BMPs will be implemented for operation and maintenance. The project will not impact or encroach on the 100-year floodplain or floodway.

During construction, the project’s total DSA is estimated to be 6.2 acres and will include the following elements:
• The construction of roadway improvements along Savi Ranch Parkway, Yorba Linda Boulevard, and Mirage Street;
• Construction of a Class I off-street multi-use path on Savi Ranch Parkway and Mirage Street, and a Class IV separated bikeway along Old Canal Road;
• Construction of retaining walls along the west side of Mirage Street, the north and south side of Savi Ranch Parkway, and the east side of Yorba Linda Boulevard; • Vegetation clearing and grubbing for roadway and multi-use trail improvements; and • Remove existing catch basins, install two new catch basins, and adjust existing utilities (removal, relocation, or adjusted to grade as required).

Pollutants during construction include:
• Sediment;
• Metals;
• Trash;
• Petroleum products;
• Concrete waste (dry and wet);
• Sanitary waste; and
• Chemicals.

Each of these pollutants on its own or in combination with other pollutants can have a detrimental effect on water quality. Under the Construction General Permit, the project is required to prepare a SWPPP. If construction BMPs are properly designed, implemented, and maintained, as presented in the Avoidance and Minimization Measures in the Project Features/Standardized Measures section, then no adverse water quality impacts would occur during construction of the project.

Dewatering may occur during construction of the project. In the event that groundwater and any other non-stormwater dewatering activities are necessary, these activities are subject to the requirements of the Regional Board. A separate permit would be required for dewatering activities.

It is expected that the project’s Class I and IV multi-use bicycle and pedestrian trails will be built within the existing City ROW but will also require acquisitions to accommodate the bicycle and pedestrian trail improvements. The primary pollutants of concern that will be generated by the project include:
• Suspended solids/sediment;

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• Nutrients;
• Pathogens; and
• Pesticides.

Each of these pollutants on its own or in combination with other pollutants can have a detrimental effect on water quality. As required by the Orange County NPDES Permit, the project is required to prepare a WQMP and evaluate the project for the feasibility of BMPs during the project’s planning phases. If BMPs are properly designed, implemented, and maintained, as presented in the Avoidance and Minimization Measures in the Project Features/Standardized Measures section, then no adverse water quality impacts would occur during long-term operation of the project.

The identified temporary construction impacts must be addressed in the SWPPP prepared for the project to meet the CGP requirements. Moreover, the temporary erosion and sediment control BMPs detailed in the SWPPP must be implemented during construction per DAMP Section 8, Construction (July 1, 2003). If construction BMPs are properly designed, implemented, and maintained, as presented in the Avoidance and Minimization Measures in Project Features/Standardized Measures section, then no adverse water quality impacts will occur during construction of the project site.

Because the project consists of constructing Class I and IV multi-use bicycle and pedestrian trails, the project’s activities will result in a permanent increase of impervious surfaces and a permanent increase in runoff and pollutant loading. The operation and maintenance of the project is subject to the requirements of the Orange County NPDES Permit.

The BMPs that must be considered during the planning and design phase include site design and drainage BMPs, U.S. Environmental Protection Agency Green Streets BMPs, Low Impact Development (LID) and treatment control BMPs, source controls (non-structural and structural measures), and construction site BMPs. During the design phase, the increase in flows and pollutant loading will be evaluated and documented in the WQMP preparation analyses. Since the estimated proposed new impervious surface is approximately 0.63 acres, BMPs will be required for the project. Moreover, the minimum site design and drainage BMPs that will be evaluated for the project include the following:
• Minimize impervious area
• Maximize natural infiltration capacity
• Preserve existing drainage patterns and time of concentration • Disconnect impervious areas
• Protect existing vegetation and sensitive areas
• Revegetate disturbed areas
• Soil stockpiling and site generated organics
• Firescaping
• Xeriscape landscaping
• Slopes and channel buffers
• Techniques to minimize land disturbance
• LID BMPs at scales from single parcels to watershed
• Integrated water resource management practices
Currently, stormwater runoff from within the project area is untreated. Any BMPs included in the project will be selected from the approved BMP list in the Technical Guidance Document for the Preparation of Conceptual/Preliminary and/or Project Water Quality Management Plans (WQMPs) for the Santa Ana Region. Where feasible, site design and drainage BMPs will be incorporated into the

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project. In addition, non-structural source control BMPs will be used to maximize pollutant treatment where feasible.

The project will result in an increase in impervious area. The construction of the project could contribute to exceeding the waste load allocations in approved TMDLs in downstream waterbodies. The implementation of appropriate project BMPs as a part of the project to treat the pollutants of concern should adequately address any potential cumulative impacts of constructing or long-term maintenance and operation of the project.

The project features included as part of this project will be consistent with the requirements for discharges from projects in the planning phase. For example, the selected temporary construction and permanent treatment BMPs will be evaluated but ultimately determined in the final design phase of the project. The project features will also include methods to address potential short-term (during construction) and long-term (post-construction/maintenance) impacts (listed below in Measures PFWQ-1, PF-WQ-2, PF-WQ-3, and PF-WQ-4) from the project.

The project’s total DSA is estimated to be 6.2 acres and will include the following elements:
• Temporary ROW acquisitions to accommodate construction of roadway improvements along Savi Ranch Parkway, Yorba Linda Boulevard, and Mirage Street; • Construction of a Class I off-street multi-use path on Savi Ranch Parkway and Mirage Street, and a Class IV separated bikeway along Old Canal Road;
• Construction of retaining walls along the west side of Mirage Street, the north and south side of Savi Ranch Parkway, and the east side of Yorba Linda Boulevard; • Vegetation clearing and grubbing for roadway and multi-use trail improvements; and • Remove existing catch basins, install two new catch basins, and adjust existing utilities (removal, relocation, or adjusted to grade as required).

The pollutants that will be prevalent during construction include sediment, metals, trash, petroleum products, concrete waste (dry and wet), sanitary waste, and chemicals. The proposed temporary construction site BMPs to address the potential effects of sediment runoff while constructing the project per the Orange County Stormwater Program DAMP (2003) and the California Stormwater Quality Association’s Stormwater Best Management Practice Handbook, Construction, 2002 Edition will be included as project features. The following would be documented where feasible in the SWPPP prepared for the project as a minimum and implemented during construction:
• Erosion Control
• Sediment Control
• Wind Erosion Control
• Tracking Control
• Non-Storm Water Management
• Waste Management and Materials Pollution Control
The following project features will avoid or minimize the project’s environmental consequences during the construction phase.

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• PF-WQ-1 – The project will comply with the provisions of the Santa Ana Regional Water Quality Control Board’s Waste Discharge Requirements for The County of Orange, Orange County Flood Control District and The Incorporated Cities of Orange County within the Santa Ana Region Areawide Urban Storm Water Runoff Orange County (Order No. R8-2009-0030, as amended by Order No. R8-2010-0062, NPDES No. CAS618030) and the California State Water Resources Control Board’s NPDES General Permit for Storm Water Discharges of Stormwater Runoff Associated with Construction and Land Disturbance Activities (Order No. 2022-0057-DWQ), and any subsequent permit in effect at the time of construction. • PF-WQ-2 – A Storm Water Management Pollution Prevention Plan (SWPPP) shall be prepared and implemented to address all construction-related activities, equipment, and materials that have the potential to impact water quality. The SWPPP shall identify the sources of pollutants that may affect the quality of stormwater and include the construction site BMPs to control pollutants such as Erosion Control, Sediment Control, Wind Erosion Control, Tracking Control, Non-Storm Water Management, and Waste Management and Materials Pollution Control.

Additional BMP reference material is contained within the Orange County Stormwater Program Drainage Area Management Plan (2003) and the California Stormwater Quality Association’s Stormwater Best Management Practice Handbook, Construction, 2002 Edition. These include, but are not limited to temporary sediment control, temporary soil stabilization, waste management, and other non-stormwater BMPs.
• PF-WQ-3 – If dewatering is required, construction site dewatering must comply with the Santa Ana Regional Water Resources Control Board’s (RWQCB) General Waste Discharge Requirements for Discharges to Surface Waters That Pose an Insignificant (De Minimis) Threat to Water Quality (Order No. R8-2020-0006, NPDES No. CAG998001) (Permit) and any subsequent updates to the Permit at the time of construction. This Permit addresses temporary dewatering operations during construction. Dewatering best management practices must be used to control sediment and pollutants, and the discharges must comply with the waste discharge requirements issued by the Santa Ana RWQCB.

The project’s installation of Class I and IV multi-use bicycle and pedestrian trails will generate the following constituents:
• Suspended solids/sediment;
• Nutrients;
• Pathogens; and
• Pesticides.

Since the project is the installation of Class I and IV multi-use bicycle and pedestrian trails, it will result in an increase of 0.63 acres of impervious surface within City ROW. Therefore, the feasibility of treatment control BMPs to address these pollutants of concern is required to be evaluated for the project. As the project continues through the planning phase and the plans are finalized, a Priority Project WQMP will be prepared for the project that will include any BMPs where applicable and feasible. • PF-WQ-4 – A Priority Project Water Quality Management Plan (WQMP) shall be prepared and implemented to address all post-construction related maintenance activities and materials that have the potential to impact water quality during the long-term maintenance of the project. The WQMP will document Best Management Practices (BMPs) where applicable and feasible.

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The project will incorporate project features and standardized measures that include temporary and permanent non-structural BMPs as outlined in the Project Features/Standardized Measures section.

With the implementation of these project features, no adverse impacts to water quality would occur, and no avoidance, minimization, and/or mitigation measures are required.

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California Regional Water Quality Control Board, Santa Ana Region, General Waste Discharge Requirements for Discharges to Surface Waters that Pose an Insignificant (De Minimis) Threat to Water Quality, Order Number R8-2020-0006, NPDES Number CAG998001, June 19, 2020.

California Regional Water Quality Control Board, Santa Ana Region, Waste Discharge Requirements for The County of Orange, Orange County Flood Control District and The Incorporated Cities of Orange County within the Santa Ana Region Areawide Urban Storm Water Runoff Orange County, Order Number R8-2009-0030, NPDES Number CAS618030, as amended by Order Number R8-2010-0062, May 22, 2009 (updated October 29, 2010).

California Regional Water Quality Control Board, Santa Ana Region, Water Quality Control Plan (Basin Plan) for the Santa Ana River Basin, January 24, 1995 (Updated April 2025, including all prior updates).

California State Water Resources Control Board, 2024 Integrated Report (Clean Water Act Section 303(d) List/305(b) Report), accessed via this website: https://www.waterboards.ca.gov/water_issues/ programs/water_quality_assessment/2024-integrated-report.html, December 13, 2024.

California State Water Resources Control Board, National Pollutant Discharge Elimination System (NPDES) General Permit for Stormwater Discharges Associated with Construction and Land Disturbance Activities (General Permit), Order Number 2022-0057-DWQ, NPDES Number CAS000002, September 8, 2022, and latest Google Earth K Factor and LS Factor data files.

Accessed at https:/www.waterboards.ca.gov/water_issues/programs/stormwater/construction/ general_permit_reissuance.html.

Orange County Public Works Department, Dated PDF Rain reports, accessed via this website: https:// ocgov.app.box.com/s/yzyc37228lph7at3aicmn26rr184nzbv, May 19, 2025.

Orange County Stormwater Program (County of Orange and associated Permittees), Drainage Area Management Plan, July 1, 2003.

Orange County Stormwater Program (County of Orange and associated Permittees), Exhibit 7.III Technical Guidance Document (TGD) for the Preparation of Conceptual/Preliminary and/or Project Water Quality Management Plans (WQMPs), December 20, 2013.

United States Environmental Protection Agency Region 9, Letter Re: California’s 2024 List of Impaired Waters under Clean Water Act (CWA) Section 303(d), accessed via this website: https://www. epa. gov/system/files/documents/2024-12/ca-2024-303d-list-epa-partial-approval-disapproval2024-12-12.pdf, December 12, 2024.

United States Federal Emergency Management Agency (FEMA) Map Service Center, Flood Maps, Panel 180, Map Number 06059C0180J, December 3, 2009, and accessed at http://msc.fema.gov on May 8, 2025.

United States Federal Emergency Management Agency (FEMA) Map Service Center, Flood Maps, Panel 90, Map Number 06059C0090J, December 3, 2009, and accessed at http://msc.fema.gov on May 8, 2025.

Verdantas, Inc., Geotechnical Exploration Report, Yorba Linda Boulevard Widening Project, Yorba Linda, California, Prepared for: Mark Thomas Company, October 18, 2024.

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City of Yorba Linda Savi Ranch Parkway Widening/Connect Savi Ranch Project WQTM Appendix: Construction General Permit Risk Assessment

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Savi Ranch Parkway Widening/Connect Savi Ranch Project
Construction General Permit Risk Assessment
Entry

46.45 0.32

6.66 Watershed Erosion Estimate (=RxKxLS) in tons/acre
Site Sediment Risk Factor
Low Sediment Risk: < 15 tons/acre
Medium Sediment Risk: >=15 and <75 tons/acre
High Sediment Risk: >= 75 tons/acre
Sediment Risk Factor Worksheet
A) R Factor
R Factor Value
B) K Factor (weighted average, by area, for all site soils) Analyses of data indicated that when factors other than rainfall are held constant, soil loss is directly proportional to a rainfall factor composed of total storm kinetic energy (E) times the maximum 30-min intensity (I30) (Wischmeier and Smith, 1958). The numerical value of R is the average annual sum of EI30 for storm events during a rainfall record of at least 22 years. "Isoerodent" maps were developed based on R values calculated for more than 1000 locations in the Western U.S. Refer to the link below to determine the R factor for the project site. http://cfpub.epa.gov/npdes/stormwater/LEW/lewCalculator.cfm K Factor Value
LS Factor Value
High
C) LS Factor (weighted average, by area, for all slopes) The soil-erodibility factor K represents: (1) susceptibility of soil or surface material to erosion, (2) transportability of the sediment, and (3) the amount and rate of runoff given a particular rainfall input, as measured under a standard condition. Fine-textured soils that are high in clay have low K values (about 0.05 to 0.15) because the particles are resistant to detachment. Coarse-textured soils, such as sandy soils, also have low K values (about 0.05 to 0.2) because of high infiltration resulting in low runoff even though these particles are easily detached. Medium-textured soils, such as a silt loam, have moderate K values (about 0.25 to 0.45) because they are moderately susceptible to particle detachment and they produce runoff at moderate rates. Soils having a high silt content are especially susceptible to erosion and have high K values, which can exceed 0.45 and can be as large as 0.65. Silt-size particles are easily detached and tend to crust, producing high rates and large volumes of runoff. Use Site-specific data must be submitted.

The effect of topography on erosion is accounted for by the LS factor, which combines the effects of a hillslope-length factor, L, and a hillslope-gradient factor, S. Generally speaking, as hillslope length and/or hillslope gradient increase, soil loss increases. As hillslope length increases, total soil loss and soil loss per unit area increase due to the progressive accumulation of runoff in the downslope direction. As the hillslope gradient increases, the velocity and erosivity of runoff increases. Use the LS table located in separate tab of this spreadsheet to determine LS factors.

Estimate the weighted LS for the site prior to construction.

98.99424
Site-specific K factor guidance
LS Table

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Savi Ranch Parkway Widening/Connect Savi Ranch Project
Construction General Permit Risk Assessment
Receiving Water (RW) Risk Factor Worksheet Entry Score
A. Watershed Characteristics yes/no
A.1. Does the disturbed area discharge (either directly or indirectly) to a 303(d)-listed waterbody impaired by sediment (For help with impaired waterbodies please visit the link below) or has a USEPA approved TMDL implementation plan for sediment?:
http://www.waterboards.ca.gov/water_issues/programs/tmdl/integrated2010.shtml OR
A.2. Does the disturbed area discharge to a waterbody with designated beneficial uses of SPAWN & COLD & MIGRATORY? (For help please review the appropriate Regional Board Basin Plan)
http://www.waterboards.ca.gov/waterboards_map.shtml
No Low

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Savi Ranch Parkway Widening/Connect Savi Ranch Project
Construction General Permit Risk Assessment
Low Medium High
Low Level 1
High Level 3
Project Sediment Risk: High 3
Project RW Risk: Low 1
Project Combined Risk: Level 2
Combined Risk Level Matrix
Sediment Risk
Receiving Water
Risk
Level 2
Level 2

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Construction General Permit Risk Assessment Supporting Documentation

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EPA’s Rainfall Erosivity Factor Calculator, R Factor = 46.45 California State Water Resources Control Board 2022 Construction Stormwater General Permit Soil Erodibility (K) Factor Map Tool, K-Factor = 0.32 (The soil-erodibility factor (K) represents: (1) the susceptibility of soil or surface material to erosion, (2) the transportability of the sediment, and (3) the amount and rate of runoff given a particular rainfall input, as measured under a standard condition. Fine-textured soils that are high in clay have low K values (about 0.05 to 0.15) because the particles are resistant to detachment. Coarse-textured soils, such as sandy soils, also have low K values (about 0.05 to 0.2) because of high infiltration resulting in low runoff, although these particles are easily detached. Medium-textured soils, such as a silt loam, have moderate K values (about 0.25 to 0.45) because they are moderately susceptible to particle detachment and they produce runoff at moderate rates. Soils having a high silt content are especially susceptible to erosion and have high K values,

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Construction General Permit Risk Assessment Supporting Documentation

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which can exceed 0.45 and can be as large as 0.65. Silt-size particles are easily detached and tend to crust, producing high runoff rates and large runoff volumes.)
California State Water Resources Control Board 2022 Construction Stormwater General Permit Length-Slope (LS) Factor Map Tool, LS-Factor = 6.66 (The effect of topography on erosion is accounted for by the LS factor, which combines the effects of a hillslope-length factor, L, and a hillslope-gradient factor, S. Generally speaking, as hillslope length and/or hillslope gradient increase, soil loss increases. As hillslope length increases, total soil loss and soil loss per unit area increase due to the progressive accumulation of runoff in the downslope direction. As the hillslope gradient increases, the velocity and erosivity of runoff increases.)

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Attachment H Page 2302 of 2424
Noise Technical Memorandum
TO: Alan Ashimine
Michael Baker International, Inc.

FROM: Kieran Bartholow, Senior Noise Specialist/Planner Terry A. Hayes Associates Inc.

SUBJECT: Savi Ranch Parkway Widening/Connect Savi Ranch Project DATE: July 9, 2025

SUMMARY OF FINDINGS
This Noise Technical Memorandum was prepared to assess the potential for construction noise impacts associated with the Savi Ranch Parkway Widening/Connect Savi Ranch Project (proposed project). The analysis was prepared to support approvals associated with the National Environmental Policy Act (NEPA). Regarding permanent changes in noise levels, the proposed project is not considered to be a Type I Project and detailed noise modeling is not required. Regarding temporary construction noise, the proposed project would comply with State and local rules and regulations. Construction noise would be short-term, intermittent, and generally overshadowed by local traffic noise.

INTRODUCTION
The City of Yorba Linda (City) proposes roadway and multi-use trail improvements within and surrounding Savi Ranch. The proposed project is partially funded through federal grants thereby requiring discretionary approval from federal agencies and compliance with NEPA. The Lead Agency for NEPA is the California Department of Transportation (Caltrans), as designated by the Federal Highway Administration (FHWA). The Noise Technical Memorandum is organized as follows:
• Project Description
• Noise Characteristics and Effects
• Noise Regulations
• Existing Setting
• Temporary Effects (Construction)
• Permanent Effects (Operations)
• List of Preparers
The regional location of the proposed project is shown in Figure 1 and the site vicinity is shown in Figure 2.

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TAHA 2024-081
Savi Ranch Parkway Widening/Connect Savi Ranch Project
Noise Technical Memorandum
MICHAEL BAKER INTERNATIONAL, INC.

Source: Michael Baker International, Inc., 2024.

FIGURE 1

REGIONAL VICINITY

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TAHA 2024-081
Savi Ranch Parkway Widening/Connect Savi Ranch Project
Noise Technical Memorandum
MICHAEL BAKER INTERNATIONAL, INC.

FIGURE 2

SITE VICINITY
Source: Michael Baker International, Inc., 2025.

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July 9, 2025

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PROJECT DESCRIPTION
The proposed project would include a range of roadway and multi-use trail improvements in the southeastern portion of the City, along the border between the cities of Yorba Linda and Anaheim, in the County of Orange. The proposed roadway improvements would be located on Savi Ranch Parkway between Yorba Linda Boulevard and Mirage Street, on Mirage Street between Crystal Drive and Old Canal Road, and on Yorba Linda Boulevard from Savi Ranch Parkway to approximately 480 feet south of Savi Ranch Parkway. The following describes in further detail the proposed roadway and trail improvements associated with the proposed project.

Roadway Improvements
Savi Ranch Parkway: The proposed project would widen Savi Ranch Parkway to provide a third westbound left-turn lane at the Yorba Linda Boulevard intersection. The westbound free right-turn lane from Mirage Street would be reconfigured into a signalized right-turn lane, and the existing median at this location would be removed. The eastbound free right-turn lane at Mirage Street would be eliminated for pedestrian safety and increase vehicular mobility, and the existing eastbound left-turn lane would be lengthened from 300 feet to 430 feet in order to allow additional storage. Other roadway improvements would include median layout modifications and traffic signal modifications at the Yorba Linda Boulevard and Mirage Street intersections.

Yorba Linda Boulevard: The proposed project would eliminate the eastbound free right-turn and adjacent raised median at Savi Ranch Parkway; this improvement is intended to address pedestrian safety and increase vehicular mobility. The project would widen Yorba Linda Boulevard on the easterly side to provide two right-turn lanes while maintaining the existing through lanes. A length of 450 feet would be provided for right-turn storage. Additional improvements include a modification to the existing sidewalk connecting to an adjacent restaurant use (Taco Bell) and relocation of an existing Savi Ranch monument sign.

Mirage Street: The proposed project would eliminate the existing southbound yield right-turn at Savi Ranch Parkway; this improvement is intended to address pedestrian safety and increase vehicular mobility. Additional improvements at this segment include a sidewalk on the westerly side of Mirage Street from Savi Ranch Parkway to the existing driveway for the PetSmart and Staples parking lot, and Americans with Disabilities Act (ADA) access ramps and paths of travel.

Multi-Use Trail
The proposed project would include a Class I off-street multi-use path on Savi Ranch Parkway and Mirage Street and a Class IV separated bikeway along Old Canal Road. The proposed bikeways would be 12 feet wide with an asphalt concrete surface.

Additional Improvements
The proposed project would also include removal/relocation of traffic and signage landscaping and irrigation; installation of new illuminated traffic signs at the intersections of Yorba Linda Boulevard/Savi Ranch Parkway and Savi Ranch Parkway/Mirage Street; installation of four retaining walls at with one at Mirage Street, two at Savi Ranch Parkway, and one at Yorba Linda Boulevard; and removal of two existing catch basins and installation of two new catch basins.

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NOISE CHARACTERISTIC AND EFFECTS
Sound, Noise, and Acoustics
Sound can be described as the mechanical energy of a vibrating object transmitted by pressure waves through a liquid or gaseous medium (e.g., air) to a hearing organ, such as a human ear. Noise is defined as a loud, unexpected, or annoying sound. In acoustics, the fundamental model consists of a sound (or noise) source, a receptor, and the propagation path between the two. The loudness of the noise source and obstructions or atmospheric factors affecting the propagation path to the receptor determines the sound level and characteristics of the noise perceived by the receptor. The field of acoustics deals primarily with the propagation and control of sound.

Frequency
Continuous sound can be described by frequency (pitch) and amplitude (loudness). A low-frequency sound is perceived as low in pitch. Frequency is expressed in terms of cycles per second, or Hertz (Hz) (e.g., a frequency of 250 cycles per second is referred to as 250 Hz). High frequencies are sometimes more conveniently expressed in kilohertz (kHz), or thousands of Hertz. The audible frequency range for humans is generally between 20 Hz and 20,000 Hz.

Sound Pressure Levels and Decibels
The amplitude of pressure waves generated by a sound source determines the loudness of that source. Sound pressure amplitude is measured in micro-Pascals (mPa). One mPa is approximately one hundred billionths (0.00000000001) of normal atmospheric pressure. Sound pressure amplitudes for different kinds of noise environments can range from less than 100 to 100,000,000 mPa. Because of this huge range of values, sound is rarely expressed in terms of mPa. Instead, a logarithmic scale is used to describe sound pressure level (SPL) in terms of decibels (dB). The threshold of hearing for young people is about 0 dB, which corresponds to 20 mPa.

Addition of Decibels
Because decibels are logarithmic units, SPL cannot be added or subtracted through ordinary arithmetic. Under the decibel scale, a doubling of sound energy corresponds to a 3 dB increase. In other words, when two identical sources are each producing sound of the same loudness, the resulting sound level at a given distance would be 3 dB higher than one source under the same conditions. For example, if one automobile produces an SPL of 70 dB when it passes an observer, two cars passing simultaneously would not produce 140 dB—rather, they would combine to produce 73 dB. Under the decibel scale, three sources of equal loudness together produce a sound level 5 dB louder than one source.

A-Weighted Decibels
The decibel scale alone does not adequately characterize how humans perceive noise. The dominant frequencies of a sound have a substantial effect on the human response to that sound. Although the intensity (energy per unit area) of the sound is purely a physical quantity, the loudness or human response is determined by the characteristics of the human ear. Human hearing is limited in the range of audible frequencies as well as in the way it perceives the SPL in that range. In general, people are most sensitive to the frequency range of 1,000–8,000 Hz and perceive sounds within that range better than sounds of the same amplitude in higher or lower frequencies. To approximate the response of the human ear, sound levels of individual frequency bands are weighted, depending on the human

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sensitivity to those frequencies. An “A-weighted” sound level (expressed in units of dBA) can be computed based on this information.

The A-weighting network approximates the frequency response of the average young ear when listening to most ordinary sounds. When people make judgments of the relative loudness or annoyance of a sound, their judgments correlate well with the A-scale sound levels of those sounds.

Other weighting networks have been devised to address high noise levels or other special problems (e.g., B-, C-, and D-scales), but these scales are rarely used in conjunction with highway-traffic noise.

Noise levels for traffic noise reports are typically reported in terms of A-weighted decibels or dBA.

Table 1 describes typical A-weighted noise levels for various noise sources.

TABLE 1: TYPICAL A-WEIGHTED NOISE LEVELS
Common Outdoor Activities Noise Level
(dBA) Common Indoor Activities
— 110 — Rock band
Jet fly-over at 1,000 feet
— 100 —
Gas lawn mower at 3 feet
— 90 —
Diesel truck at 50 feet at 50 mph Food blender at 3 feet — 80 — Garbage disposal at 3 feet
Noisy urban area, daytime
Gas lawn mower, 100 feet — 70 — Vacuum cleaner at 10 feet Commercial area Normal speech at 3 feet
Heavy traffic at 300 feet — 60 —
Large business office
Quiet urban daytime — 50 — Dishwasher next room
Quiet urban nighttime — 40 — Theater, large conference room (background) Quiet suburban nighttime
— 30 — Library
Quiet rural nighttime Bedroom at night, concert hall (background) — 20 —
Broadcast/recording studio
— 10 —
Lowest threshold of human hearing — 0 — Lowest threshold of human hearing SOURCE: Caltrans, Technical Noise Supplement to the Traffic Noise Analysis Protocol, 2020.

Human Response to Changes in Noise Levels
As discussed above, doubling sound energy results in a 3 dB increase in sound. However, given a sound level change measured with precise instrumentation, the subjective human perception of a doubling of loudness will usually be different than what is measured. Under controlled conditions in an acoustical laboratory, the trained, healthy human ear is able to discern 1 dB changes in sound levels, when exposed to steady, single-frequency (“pure-tone”) signals in the midfrequency (1,000 Hz–8,000 Hz) range. In typical noisy environments, changes in noise of 1 to 2 dB are generally not perceptible.

However, it is widely accepted that people are able to begin to detect sound level increases of 3 dB in typical noisy environments. Further, a 5 dB increase is generally perceived as a distinctly noticeable

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increase, and a 10 dB increase is generally perceived as a doubling of loudness. Therefore, a doubling of sound energy (e.g., doubling the volume of traffic on a highway) that would result in a 3 dB increase in sound, would generally be perceived as barely detectable.

Noise Descriptors
Noise in our daily environment fluctuates over time. Some fluctuations are minor, but some are substantial. Some noise levels occur in regular patterns, but others are random. Some noise levels fluctuate rapidly, but others slowly. Some noise levels vary widely, but others are relatively constant.

Various noise descriptors have been developed to describe time-varying noise levels. The following are the noise descriptors most commonly used in traffic noise analysis. • Equivalent Sound Level (Leq): Leq represents an average of the sound energy occurring over a specified period. In effect, Leq is the steady-state sound level containing the same acoustical energy as the time-varying sound that actually occurs during the same period. The 1-hour Aweighted equivalent sound level (Leq[h]) is the energy average of A-weighted sound levels occurring during a one-hour period and is the basis for noise abatement criteria (NAC) used by Caltrans and FHWA.
• Maximum Sound Level (Lmax): Lmax is the highest instantaneous sound level measured during a specified period.
• Day-Night Level (Ldn): Ldn is the energy average of A-weighted sound levels occurring over a 24-hour period, with a 10 dB penalty applied to A-weighted sound levels occurring during nighttime hours between 10:00 p.m. and 7:00 a.m.
• Community Noise Equivalent Level (CNEL): Similar to Ldn, CNEL is the energy average of the A-weighted sound levels occurring over a 24-hour period, with a 10 dB penalty applied to Aweighted sound levels occurring during the nighttime hours between 10:00 p.m. and 7:00 a.m., and a 5 dB penalty applied to the A-weighted sound levels occurring during evening hours between 7:00 p.m. and 10:00 p.m.

Sound Propagation
When sound propagates over a distance, it changes in level and frequency content. The manner in which noise reduces with distance depends on the following factors.

Geometric Spreading
Sound from a localized source (i.e., a point source) propagates uniformly outward in a spherical pattern. The sound level attenuates (or decreases) at a rate of 6 dB for each doubling of distance from a point source. Highways consist of several localized noise sources on a defined path, and hence can be treated as a line source, which approximates the effect of several point sources. Noise from a line source propagates outward in a cylindrical pattern, often referred to as cylindrical spreading. Sound levels attenuate at a rate of 3 dB for each doubling of distance from a line source.

Ground Absorption
The propagation path of noise from a highway to a receptor is usually very close to the ground. Noise attenuation from ground absorption and reflective-wave canceling adds to the attenuation associated with geometric spreading. Traditionally, excess attenuation has also been expressed in terms of

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attenuation per doubling of distance. This approximation is usually sufficiently accurate for distances of less than 200 feet. For acoustically hard sites (i.e., sites with a reflective surface between the source and the receptor, such as a parking lot or body of water), no excess ground attenuation is assumed. For acoustically absorptive or soft sites (i.e., sites with an absorptive ground surface between the source and the receptor, such as soft dirt, grass, or scattered bushes and trees), an excess ground-attenuation value of 1.5 dB per doubling of distance is normally assumed. When added to the cylindrical spreading, the excess ground attenuation results in an overall drop-off rate of

4.5 dB per doubling of distance.

Atmospheric Effects
Receptors located downwind from a source can be exposed to increased noise levels relative to calm conditions, whereas locations upwind can have lowered noise levels. Sound levels can be increased at large distances (e.g., more than 500 feet) from the highway due to atmospheric temperature inversion (i.e., increasing temperature with elevation). Other factors such as air temperature, humidity, and turbulence can also have significant effects.

Shielding by Natural or Human-Made Features
A large object or barrier in the path between a noise source and a receptor can substantially attenuate noise levels at the receptor. The amount of attenuation provided by shielding depends on the size of the object and the frequency content of the noise source. Natural terrain features (e.g., hills and dense woods) and human-made features (e.g., buildings and walls) can substantially reduce noise levels. Walls are often constructed between a source and a receptor specifically to reduce noise. A barrier that breaks the line of sight between a source and a receptor will typically result in at least 5 dB of noise reduction. Taller barriers provide increased noise reduction. Vegetation between the highway and receptor is rarely effective in reducing noise because it does not create a solid barrier.

NOISE REGULATIONS
Federal
NEPA is a federal law that establishes environmental policy for the nation, provides an interdisciplinary framework for federal agencies to prevent environmental damage, and contains action-forcing procedures to ensure that federal agency decision makers take environmental factors into account. Under NEPA, impacts, avoidance minimization, and mitigation measures to mitigate adverse impacts must be identified, including the identification of impacts for which no mitigation or only partial mitigation is available. The Code of Federal Regulations (CFR) is discussed below. 23 CFR 722, constitutes the federal noise standard. Projects complying with this standard are also in compliance with the requirements of NEPA. 23 CFR 772 provides procedures for preparing operational and construction noise studies and evaluating noise abatement considered for federal and federal-aid highway projects. Under 23 CFR 772.7, projects are categorized as Type I, Type II, or Type III projects. FHWA defines a Type I project as a proposed federal or federal-aid highway project for the construction of a highway on a new location, or the physical alteration of an existing highway that significantly changes either the horizontal or the vertical alignment or increases the number of through-traffic lanes. A Type II project is a noise barrier retrofit project that involves no changes to highway capacity or alignment. A project that does not meet the classifications of a Type I or Type II project is classified as a Type III project and does not require a detailed noise analysis.

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State
Section 14-8.02, Noise Control, of Caltrans standard specifications provides information that can be considered in determining whether construction would result in adverse noise impacts. The specification states that construction activities should not generate noise levels that exceed 86 dBA at 50 feet from the job site activities from 9:00 p.m. to 6:00 a.m. and internal combustion engines should be equipped with the manufacturer-recommended muffler. Internal combustion engines should not be operated on a job site without the appropriate muffler.

The Caltrans Traffic Noise Protocol states that if adverse construction noise impacts are anticipated, project plans and specifications must identify abatement measures that would minimize or eliminate adverse construction noise impacts on the community. When construction noise abatement is identified, Caltrans considers the benefits achieved and the overall adverse social, economic, and environmental effects and costs of the construction noise abatement measures. If noise barriers are planned as part of the project, Caltrans considers constructing the barriers before beginning project construction, so that the barriers can reduce construction noise transmission to adjacent land uses. Barriers can be constructed before project construction through a separate contract, or as a first phase of work under the project construction contract.

Local
Construction noise in the City is regulated by the Municipal Code Section 8.32.090, which identifies standards, specific noise restrictions, exemptions, and variances for sources of noise in the City. Section

8.32.090 establishes additional standards for various noise sources. The City has not adopted quantitative construction noise standards. Section 8.32.090(D) restricts construction activity such that no person may engage in or conduct construction activity between the hours of 8:00 p.m. and 7:00 a.m., Monday through Saturday, although Section 8.32.120 states that a variance from the provisions of the Noise Ordinance may be obtained upon request. The Municipal Code section prohibits construction activity on Sundays and Federally recognized holidays.

EXISTING SETTING
Noise-sensitive receptors include residences, schools, hospitals, and similar uses that are easily affected by increased noise levels. Land uses bordering the area of disturbance are primarily commercial and office facilities. Noise-sensitive receptors adjacent to construction activities include Oakcrest Height Apartments at the southeast corner of Old Canal Road and Eastpark Drive, Kaiser Permanente medical offices at the southeast corner of Savi Ranch Parkway and Mirage Street, Ayres Suites Yorba Linda south of Old Canal Road, Church of Grace on Old Canal Road, and Extended Stay America Yorba Linda on Oakcrest Circle. Sensitive receptors are shown in Figure 3. The existing noise environment within the project limits is influenced by traffic noise on State Route 91, Savi Ranch Parkway, Mirage Street and other roadways in the project vicinity. Existing noise levels in the project area are between approximately 67 and 73 dBA CNEL.1
1City of Yorba Linda, Yorba Linda Boulevard Widening Improvements Project Final Initial Study Mitigated Negative Declaration (SCH. No. 2020100085), January 2021.

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TAHA 2024-081
Savi Ranch Parkway Widening/Connect Savi Ranch Project
Noise Technical Memorandum
MICHAEL BAKER INTERNATIONAL, INC.

FIGURE 3

SENSITIVE RECEPTORS
Source: Michael Baker International, Inc., 2025. TAHA, 2025.

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TEMPORARY EFFECTS (CONSTRUCTION)
Construction noise would fluctuate depending on the phase (e.g., grading/excavation, drainage/utilities, and paving), equipment type and duration of use, distance between the noise source and receptor, presence or absence of noise attenuation barriers, atmospheric conditions, and other factors. Project construction is expected to require the use of backhoes, dump trucks, excavators, and other types of equipment typical of roadway construction. The multi-use trail improvements along Old Canal Road would require minor construction work and would typically be quieter than the roadway work occurring along Savi Ranch Parkway, Yorba Linda Boulevard, and Mirage Street. Importantly, the construction would not require a pile driver or substantial earthwork equipment given the scope and nature of project improvements. Table 2 summarizes noise levels produced by construction equipment that are commonly used on roadway construction projects. Construction equipment is expected to generate noise levels ranging from approximately 70.3 to 81.9 dBA, Leq at a distance of 50 feet, and noise produced by construction equipment would be reduced over a distance at a rate of about 6 dB per doubling of distance.

TABLE 2: CONSTRUCTION EQUIPMENT NOISE
Construction Equipment Maximum Noise Level (dBA, Leq at 50 feet) Backhoe 73.6
Compactor 76.2
Dump Truck 72,5
Excavator 76.7
Flatbed Truck 70.3
Forklift 79.4
Front End Loader 75.1
Jackhammer 81.9
Pickup Truck 71.0
Pneumatic Tools 82.2
Pump 74.4
Rock Drill 77.4
Roller 73.0
Tractor 80.0
Water Truck 70.3
SOURCE: Federal Highway Administration, Roadway Construction Noise Model, Version 1.1, 2008.

As shown in Table 2, it is not anticipated that construction equipment needed to construct the project would generate noise levels that exceed the Caltrans Standard Specification for Noise Control of 86 dBA Lmax at 50 feet from the job site activities. Construction activities would be limited to the daytime and would not occur from 9:00 p.m. to 6:00 a.m. In addition, it is the City’s standard practice to require internal combustion engines in construction equipment to include the manufacturer-recommended muffler.

Furthermore, construction noise in the City is regulated by the Municipal Code Section 8.32.090, which identifies standards, specific noise restrictions, exemptions, and variances for sources of noise in the City. Section 8.32.090 establishes additional standards for various noise sources. Specifically, Section

8.32090(D) restricts construction activity such that no person may engage in or conduct construction activity between the hours of 8:00 p.m. and 7:00 a.m., Monday through Saturday. The Municipal Code also prohibits construction activity on Sundays and federally recognized holidays.

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Although a detailed construction plan has not been developed at this stage of project planning, it is anticipated that the majority of construction activities would occur during the daytime. Additionally, construction would typically occur within the roadway right-of-way and would not be directly adjacent to sensitive uses. It is possible that limited nighttime construction activities would occur in order to minimize disruption to existing transportation operations. The nearest residential uses are condominiums at the southern corner of Old Canal Road and Eastpark Drive, where project activities would be multi-use trail improvements, which would not require nighttime construction. It is not anticipated that roadway widening activities would occur near sensitive land uses, and these land uses would not experience an adverse impact related to nighttime construction activities. It is not anticipated that the short-term and intermittent daytime or nighttime construction activities would adversely affect land uses near the proposed project.

PERMANENT EFFECTS (OPERATIONS)
Detailed Noise Study Reports are required for Type I projects, as defined by 23 CFR 772. A Type I project is a federal or federal-aid project for:

1. The construction of a highway on a new location; or

2. The physical alteration of an existing highway where there is either:
a) Substantial horizontal alteration. A project that halves the distance between the traffic noise source and the closest receptor between the existing condition to the future build condition; or b) Substantial vertical alteration. A project that removes shielding thereby exposing the line-ofsight between the receptor and the traffic noise source. This is done by altering either the vertical alignment of the highway or the topography between the highway traffic noise source and the receptor; or

3. The addition of a through-traffic lane(s). This includes the addition of a through-traffic lane that functions as a high-occupancy vehicle lane, high-occupancy toll lane, bus lane, or truck climbing lane; or

4. The addition of an auxiliary lane, except for when the auxiliary lane is a turn lane; or

5. The addition or relocation of interchange lanes or ramps added to a quadrant to complete an existing partial interchange; or

6. Restriping existing pavement for the purpose of adding a through traffic lane or an auxiliary lane; or

7. The addition of a new or substantial alteration of a weigh station, rest stop, ride-share lot, or toll plaza.

The proposed project does meet any of the requirements listed above. There is no potential for substantial increased operational noise levels.

LIST OF PREPARERS
Sam Silverman, Senior Associate. M.S., Environmental Health, University of California at Los Angeles, 24 years of experience. Contribution: Task Manager.

Kieran Bartholow, Noise Specialist/Planner. B.S., Environmental Studies, University of Southern California, 10 years of experience. Contribution: Analyst and Author.

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RESOLUTION NO. 2026-5968

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF YORBA LINDA,

CALIFORNIA, ADOPTING THE ADDENDUM TO THE YORBA LINDA

BOULEVARD WIDENING IMPROVEMENTS PROJECT INITIAL

STUDY/MITIGATED NEGATIVE DECLARATION TO INCLUDE THE SAVI

RANCH PARKWAY/CONNECT SAVI RANCH PROJECTS
WHEREAS, the City of Yorba Linda is proposing roadway widening as well as bike and pedestrian improvements along Savi Ranch Parkway adjacent to the limits of the Yorba Linda Boulevard Widening Project,
WHEREAS, an Initial Study for the Yorba Linda Boulevard Widening Improvements Project was prepared in accordance with the California Environmental Quality Act (CEQA) and adopted by Resolution No. 2021-5734; and, WHEREAS, an addendum to the adopted Initial Study was prepared in accordance with Section 15164[b] of the State CEQA Guidelines for the Savi Ranch Parkway Widening and Connect Savi Ranch Project; and,
WHEREAS, said addendum supports the conclusion that the proposed modifications to the previously approved project considered in the 2021 IS/MND do not result in any new significant environmental effects or a substantial increase in the severity of previously identified significant effects; and, WHEREAS, none of the conditions described in Section 15162 of the State CEQA Guidelines calling for the preparation of subsequent environmental review have occurred.

NOW, THEREFORE IT IS HEREBY RESOLVED, ORDERED AND FOUND by the City Council of the City of Yorba Linda, State of California, as follows:

The City Council of the City of Yorba Linda approves the adoption of the addendum for the Savi Ranch Parkway Widening and Connect Savi Ranch Project, amending a previously approved IS/MND finding for the adjacent Yorba Linda Boulevard Widening project, supporting the conclusion that the Savi Ranch Parkway Widening and Connect Savi Ranch Project does not result in any new significant environmental effects pursuant to the requirements of the California Environmental Quality Act (CEQA).

PASSED, APPROVED AND ADOPTED by the City Council of the City of Yorba Linda, California on the 20th day of January, 2026.

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CARLOS RODRIGUEZ, MAYOR

CITY OF YORBA LINDA
ATTEST:

MARCIA BROWN, CITY CLERK

CITY OF YORBA LINDA
APPROVED AS TO FORM:

RUTAN & TUCKER, LLP

CITY ATTORNEY

STATE OF CALIFORNIA )

COUNTY OF ORANGE )
ss.

I, MARCIA BROWN, City Clerk of the City of Yorba Linda, California, DO HEREBY CERTIFY that the foregoing Resolution was adopted at a regular meeting of the City of Yorba Linda held on the 20th day of January, 2026 and was carried by the following roll call vote:

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MARCIA BROWN, CITY CLERK

CITY OF YORBA LINDA

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PARKS AND RECREATION DEPARTMENT
DATE: JANUARY 20, 2026
TO: HONORABLE MAYOR AND MEMBERS OF THE CITY COUNCIL
FROM: MIKE KUDRON, DIRECTOR OF PARKS AND RECREATION
PREPARED BY: BRAD SKEENE, PARKS AND FACILITIES

SUPERINTENDENT
SUBJECT: APPROVE AN AMENDMENT TO THE CITY HALL EXTERIOR SOFFIT

RENOVATION PROJECT

RECOMMENDATION

1. Approve Amendment No. 1 for additional material costs of $47,493 for a revised contract amount not to exceed of $273,433; and

2. Approve the appropriation and transfer of $47,303 from the Special Reserve Fund to the CIP Fund.

SUMMARY
The City Council awarded the City Hall Exterior Soffit Renovation project in April 2025.

Unfortunately, cost increases for the required materials delayed its start and require an additional appropriation that increases the not to exceed total from $225,940 to $273,433.

DISCUSSION
The project will replace City Hall’s wooden soffits with metal cladding featuring a wood grain finish. The metal cladding, which is very similar to the soffits at the Library and Cultural Arts Center, was selected its aesthetics, durability, and low maintenance.

Shortly after the City Council approved the project, material costs increased significantly due to tariffs. The contractor and City delayed the project, with the expectation that material prices would normalize once the impacts of the tariffs were better understood. Unfortunately, the cost of the materials is still significantly higher than originally estimated. The City analyzed using a different material for the soffits, but concluded that the costs and delays of redesigning and rebidding the project exceeded the increased material costs.

Should the City Council approve this recommendation, the project will begin immediately.

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EXTERIOR SOFFIT RENOVATION CHANGE ORDER
P a g e | 2

FISCAL IMPACT
Sufficient funds are available in the Special Reserve Fund (102) and will be transferred to the City Hall Eve Renovation CIP account (FC251008). The balance of $190, can be funded with project savings.

ALTERNATIVES
Do not approve the Amendment and provide alternative direction.

ATTACHMENTS
Attachment 1 – D3 Contractor Services Agreement
Attachment 2 – D3 Amendment No. 1

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Gontract
Services
Agreement
CITYc'f Y0RBA LIHDA

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CITYo/YORBA LINDA

CONTRACT SERVICES AGREEMENT
Exterior Soffit Renovation
THIS CONTRACT SERVICES AGREEMENT ("Agreement") is made and effective this 1st day of April 2025 by and between the CITY OF YORBA LINDA, a California municipal corporation, ("City") and D3 Development Group, a Corporation ("Contiactor"). City and Contractor are sometimes hereinafter individually referred to as "Party" and hereinafter collectively referred to as the "Parties".

City sought, by issuance of a Request for Proposals or lnvitation for Bids, for the performance of the services defined and described particularly in this Agreement.

Contractor, following submission of a proposal or bid for the performance of the services defined and described particularly in this Agreement, was selected by City to perform those services. The Parties desire to formalize the selection of Contractor for performance of those services defined and described particularly in this Agreement and desire that the terms of that performance be as particularly defined and described herein.

SECTION 1. SERVICES.

1.1 Scope of Services Subject to the terms and conditions set forth in this Agreement, Contractor shall provide to City the services described in the Scope of Sèrvices, attached hereto as Exhibit A, "Scope of Services" and incorporated herein by this reference (the "services"). Contractor will perform subsequent task orders as requested by the Contract Administrator (as defined below), in accordance with the Scope of Services. The Scope of Services incorporates Contractor's scope of work or bid for the Services. ln the event of a conflict in or inconsistency between the terms of this Agreement and Exhibit A, this Agreement shall prevail.

1.2 Term of Services. The term of this Agreement shall begin on Arpil 1,2025 Unless earlier terminated in accordance with Section I of this Agreement, this Agreement shall continue in full force and effect until final written approval and acceptance of the work performed under this Agreement by the Contract Administrator. The time provided to Contractor to complete the Services required by this Agreement shall not affect City's right to terminate this Agreement, as provided for in Section 8.

1.3 Standard of Performance.
a. Qualitv of Work. As a material inducement to C ity entering into this Agreement, Contractor represents and warrants that it has the qualifications, experience, and facilities necessary to properly perform the Services required under this Agreement in a thorough, competent, and professional manner, and is experienced in performing the Services contemplated herein. Contractor shall at all times faithfully, competently, and to the best of its ability, experience, and talent, perform all Services described herein.

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the Services required hereunder and that all materials will be of good quality, fit for the purpose intended. For purposes of this Agreement, the phrase "highest professional standards" shall mean those standards of practice recognized by one or more first-class firms performing similar work under similar circumstances, and to the sole satisfaction of the Contract Administrator.
b. Care of Work. Contractorshalladopt reasonable methods during the term of this Agreement to furnish continuous protection to the Services, and the equipment, materials, papers, documents, plans, studies, and/or other components thereof to prevent losses or damages, and shall be responsible for all such damages, to persons or property, until acceptance of the Services by City, except such losses or damages as may be caused by City's own negligence.
c. Safetv. Contractor shall execute and maintain its work so as to avoid injury or damage to any person or property. ln carrying out the Services, Contractor shall at all times be in compliance with all applicable local, state, and federal laws, rules and regulations, and shall exercise all necessary precautions for the safety of employees appropriate to the nature of the work and the conditions under which the work is to be performed. Safety precautions as applicable shall include, but shall not be limited to:
(A) adequate life protection and life saving equipment and procedures; (B) instructions in accident prevention for all employees and subcontractors, such as safe walkways, scaffolds, fall protection ladders, bridges, gang planks, confined space procedures, trenching and shoring, equipment and other safety devices, equipment and wearing apparel as are necessary or lawfully required to prevent accidents or injuries; and (C) adequate facilities for the proper inspection and maintenance of all safety measures. d. Warrantv. Contractor warrants all work under this Agreement (which for purposes of this Subsection 1.3 shall be deemed to include unauthorized work which has not been removed and any non-conforming materials incorporated into the work) to be of good quality and free from any defective or faulty material and workmanship.

Contractor agrees that for a period of one (1) year (or the period of time specified elsewhere in this Agreement or in any guarantee or warranty provided by any manufacturer or supplier of equipment or materials incorporated into the work, whichever is later) after the date of final acceptance, Contractor shall within ten (10) days after being notified in writing by City of any defect in the work or non-conformance of the work to this Agreement, commence and prosecute with due diligence all work necessary to fulfill the terms of the warranty at Contractor's sole cost and expense. Contractor shall act sooner as requested by City in response to an emergency. ln addition, Contractor shall, at its sole cost and expense, repair and replace any portions of the work (or work of other contractors) damaged by Contractor's defective work or which becomes damaged in the course of repairing or replacing defective work. For any work so corrected, Contractor's obligation hereunder to correct defective work shall be reinstated for an additional one (1) year period, commencing with the date of acceptance of such corrected work. Contractor shall perform such tests as City may require to verify that any corrective actions, including, without limitation, redesign, repairs, and replacements comply with the requirements of 2905/00941 0-1 001
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this Agreement. All costs associated with such corrective actions and testing, including the removal, replacement, and reinstitution of equipment and materials necessary to gain access, shall be the sole responsibility of Contractor. All warranties and guarantees of subcontractors, suppliers, and manufacturers with respect to any portion of the work, whether express or implied, are deemed to be obtained by Contractor for the benefit of City, regardless of whether or not such warranties and guarantees have been transferred or assigned to City by separate agreement and Contractor agrees to enforce such warranties and guarantees, if necessary, on behalf of City. ln the event that Contractor fails to perform its obligations under this Section, or under any other warranty or guaranty under this Agreement, to the reasonable satisfaction of City, City shall have the right to correct and replace any defective or non-conforming work and any work damaged by such work or the replacement or correction thereof at Contractor's sole expense.

Contractor shall be obligated to fully reimburse City for any expenses incurred hereunder upon demand.
e Skilled and Trained Workforce. Contractor, for itself and its subcontractors at every tier, hereby provides an enforceable commitment to comply with California Public Contract Code section 2600 et seq., which requires use of a skilled and trained workforce to perform allwork on the agreements that fallwithin an apprenticeable occupation in the building and construction trades.
f. lnspection and Final Acceptance. The Services shall be performed to the satisfaction of City. City may inspect and accept or reject any of Contractor's work under this Agreement, during performance and/or when completed. City shall reject or finally accept Contractor's work within forty five (45) days after submitted to City. City shall accept work by a timely written acceptance, othenruise work shall be deemed to have been rejected. City's acceptance shall be conclusive as to such work except with respect to latent defects, fraud, and such gross mistakes as amount to fraud. Acceptance of any work by City shall not constitute a waiver of any of the provisions of this Agreement including, but not limited to, Section 4 and Section 5, pertaining to insurance and indemn ification, respectively.

1.4 Assiqnment of Personnel Contractor shall assign only competent personnel to perform the Services. Contractor shall make every reasonable effort to maintain the stability and continuity of Contractor's staff and subcontractors, if any, assigned to perform the Services. Contractor shall notify City of any changes in Contractor's staff and subcontractors, if any, assigned to perform the Services, prior to and during any such performance. ln the event that City, in its sole discretion, at any time during the term of this Agreement, desires the reassignment of any such persons, Contractor shall, immediately upon receiving notice from City of such desire of City, reassign such person or persons.

1.5 Time. Time is of the essence in the performance of this Agreement.

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hereunder. Contractor shall commence the Services pursuant to this Agreement upon receipt of a written notice to proceed and shall perform all Services within the time period(s) established in the Scope of Services. When requested by Contractor, extensions to the time period(s) specified in the Scope of Services may be approved in writing by the Contract Administrator but not shall not exceed one hundred eighty (180) days cumulatively.

1.6 Force Maieure. The time period(s) specified in the Scope of Services for performance of the Services rendered pursuant to this Agreement shall be exténded because of any delays due to unforeseeable causes beyond the control and without the fault or negligence of Contractor, including, but not restricted to, acts of God or of the public enemy, unusually severe weather, fires, earthquakes, floods, epidemics, quarantine restrictions, riots, strikes, freight embargoes, wars, litigation, and/or acts of any governmental agency, including City, if Contractor shall within ten (10) days of the commencement of such delay notify the Contract Administrator in writing of the causes of the delay. The Contract Administrator shall ascertain the facts and the extent of delay, and extend the time for performing the Services for the period of the enforced delay when and if in the sole
judgment of the Contract Administrator such delay is justified. The Contract Administrator's determination shall be final and conclusive upon the Parties to this Agreement. ln no event shall Contractor be entitled to recover damages against City for any delay in the performance of this Agreement, however caused, Contractor's sole remedy being extension of this Agreement pursuant to this Section.

1.7 Suspension of Services. The City Engineer of City ("Engineer") shall have the authority to suspend the Services, wholly or in part, for such period as the Engineer may deem necessary, due to unsuitable weather or to such other conditions as are considered unfavorable for the suitable prosecution of the Services, or for such time as the Engineer may deem necessary due to the failure on the part of Contractor to carry out orders given or to perform any provisions of the Services. Contractor shall immediately comply with the written order of the Engineer to suspend the Services wholly or in part and shall not resume the Services until ordered to do so in writing by the Engineer. Such suspension shall be without liability to Contractor on the part of City. ln the event a suspension of work is ordered because of failure on the part of Contractor to carry out orders given orto perform any provisions of the Services, such suspension of the Services shall not relieve Contractor of responsibility to complete the Services within the time limit set forth herein and shall not be considered cause for extension of the time for completion and, further, such suspension of the Services shall not entitle Contractor to any additional compensation.

1.8 Familiarity with Work and Worksite. By executing this Agreement, Contractor warrants that Contractor (i) has thoroughly investigated and considered the Services, (ii) has carefully considered how the Services should be performed, and (iii) fully understands the facilities, difficulties, and restrictions attending performance of the Services. lf the Services involve work upon any site, Contractor warrants that Contractor has or will investigate the site and is or will be fully acquainted with the conditions there 2905/00941 0-1 001
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existing, prior to commencement of the Services hereunder. Should Contractor discover any lalent or unknown conditions, which will materially affect the performance of the Services hereunder, Contractor shall immediately inform City of such fact and shall not proceed untilwritten instructions are received from the Contract Administrator.

1.9 Further Responsibilities of the Parties. Both Parties agree to use reasonable care and diligence to perform their respective obligations under this Agreement. Both Parties agree to act in good faith to execute all instruments, prepare all dõcuments, and take all actions as may be reasonably necessary to carry out the purposes of this Agreement. Unless otherwise specified in this Agreement, neither Party shall be responsible for the service of the other.

SECTION 2. COMPENSATION.

2.1 Contract Amount. City hereby agrees to pay Contractor a sum not to exceed TWO HUNDRED TWENTY FIVE THOUSAND NINE HUNDRED FORTY DOLLARS ($225,940) notwithstanding any contrary indications that may be contained in Contractor's proposal or bid, for the Services to be performed and reimbursable costs incurred under this Agreement. This compensation may be administratively adjusted pursuant to Section 8.4 herein. ln the event of a conflict between this Agreement and Exhibit A, regarding the amount of compensation, this Agreement shall prevail. City shall pay Contractor for the Services rendered pursuant to this Agreement at the time and in the manner set forth herein. The payments specified in this Section 2 shall be the only payments from City to Contractor for the Services rendered pursuant to this Agreement.

Contractor shall submit all invoices to City in the manner specified herein.

2.2 Method of Compensation. The method of compensation may include: (i) a lump sum payment upon completion, (ii) payment in accordance with specified tasks or the percentage of completion of the Services, (iii) payment for time and materials based upon Contractor's rates as specified in the Scope of Services, provided that time estimates are provided for the performance of subtasks, or (iv) such other methods as may be specified in the Scope of Services. ln no event shall compensation exceed the amount set forth in Subsection 2.1.

2.3 lnvoices. Contractor shall submit invoices monthly during the term of this Agreement, based on the cost for the Services performed and reimbursable costs incurred prior to the invoice date. The invoice shall detail charges for all necessary and actual expenses by the following categories: labor (by sub-category), travel, materials, equipment, supplies, and sub-contractor contracts. Subcontractor charges shall also be detailed by such categories. lnvoices shall contain:
a.
first invoice, etc.;
b.

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c. A "Task Summary" containing the original contract amount, the amount of prior billings, the total due this period, the balance available under this Agreement, and the percentage of completion;
d. At City's option, for each item in each task, a copy of the applicable time entries or time sheets shall be submitted showing the name of the person performing the Services, the hours spent by each person, a brief description of the Services, and each reimbursable expense;
e. The total number of hours of work performed under this Agreement by Contractor and each employee, agent, and subcontractor of Contractor performing the Services hereunder necessary to complete the Services described in Exhibit A; f. Receipts for expenses to be reimbursed;
g. The Principals'signatures.
lnvoices shall be submitted to:

City of Yorba Linda
Attn: Accounts Payable
4845 Casa Loma Ave
Yorba Linda, CA 92886

2.4 Citv Payment of lnvoices. City shall independently review each invoice submitted by Contractor to determine whether the work performed and expenses incurred are in compliance with the provisions of this Agreement. City will use its best efforts to cause Contractor to be paid within thirty (30) days of receipt of Contractor's correct and undisputed invoice. ln the event any charges or expenses are disputed by City, the original invoice shall be returned by City to Contractor for correction and resubmission.

Pursuant to California Public Contract Code Section 20104.50, Contractor is notified that for public works Services, City's failure to pay undisputed and properly submitted invoices within thirty (30) days shall be subject to interest at the legal rate set forth in Code of Civil Procedure Section 685.010. Any invoice for public works Services determined not to be a proper invoice suitable for payment shall be returned to the Contractor as soon as practicable, but not later than seven (7) days, after receipt. An invoice returned pursuant to the foregoing shall be accompanied by a writing stating the reasons why the invoice is not proper.

2.5 Retention of Funds, Final Payment.
a. Contractor hereby authorizes City, in the sole discretion of the Contract Administrator, to retain and deduct from any amount payable to Contractor not exceeding five percent (5%) of the total compensation The retained funds shall be paid to Contractor within sixty (60) days after final acceptance of the Services by the City and after Contractor has furnished City with full release of all undisputed payments under this 2905/00941 0-1 00 1
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Agreement. ln the event there are any claims specifically excluded by Contractor from thã operation of the release, City may retain proceeds of up to one hundred fifty p"r""nt(150%) of the amount in dispute. The failure of City to exercise such right to deduct or to withhold shall not, however, affect the obligations of Contractor to insure, indemnify, and protect City as provided in this Agreement. b. Notwithstanding Paragraph a, California Public Contract Code Section 22300 permits the substitution of securities for any retention monies withheld by City for public works Services. At the request and expense of Contractor, securities eqúivalent to the monies withheld shall be deposited with City, or with a state or federally clrartered bank in California as the escrow agent, who shall then pay such monies to Contractor. City retains the sole discretion to approve the bank selected by Contractor to serve as escrow agent. Upon satisfactory completion of the Services, the securities shall be returned to Coñtractor. Securities eligible for investment shall include those listed in Government Code Section 16430. Contractor shall be the beneficial owner of any securities substituted for monies withheld and shall receive any interest thereon. ln the alternative, under California Public Contract Code Section 22300, Contractor may request City to make payment of earned retention monies directly to the escrow agent at the expense of Contractor. Also at Contractor's expense, Contractor may direct investment of the payments into securities, and Contractor shall receive interest earned on such investment upon the same conditions as provided for securities deposited by Contractor.

Upon satisfactory completion of the Services, Contractor shall receive from the escrow agent all securities, interest and payments received by escrow agent from City pursuant to the terms of California Public Contract Code Section 22300'

2.6 Total Pavment. City shall not pay any additional sum for any expense or cost whatsoever incurred by Contractor in rendering the Services pursuant to this Agreement. City shall make no payment for any extra, further, or additional service pursuant to this Agreement. ln no event shall Contractor submit any invoice for an amount in excess of the maximum amount of compensation provided above either for a task or for the entirety of the Services performed pursuant to this Agreement, unless this Agreement is modified in writing prior to the submission of such an invoice.

2.7 Hourly Fees. Fees for the Services performed by Contractor on an hourly basis shall not exceed the amounts shown on Exhibit A.

2.8 Reimbursable Expenses. Reimbursable expenses are included within the maximum amount of this Agreement. Reimbursable expenses not listed in Exhibit A must be approved in advance by the Contract Administrator, in his or her sole discretion.

Contractor shall not be entitled to any additional compensation for the attendance of meetings reasonably deemed necessary by City for the execution of the Services.

2.9 Payment of Taxes. Contractor is solely responsible for the payment of employment taxes incurred under this Agreement and any federal or state taxes. 290s/00941 0-1 00 1
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210 Payment upon Termination. ln the event that City or Contractor terminates this Agreement pursuant to Section 8, City shall compensate Contractor for all outstanding costs and reimbursable expenses incurred for Services satisfactorily completed and for reimbursable expenses as of the date of written notice of termination.

Contractor shall maintain adequate logs and timesheets in order to verify costs and reimbursablè expenses incurred to that date.

2.11 No Waiver. Payment to Contractor for Services performed pursuant to this Agreement shall not be deemed to waive any defects in work performed by Contractor.

SECTION 3. FACILITIES AND EQUIPMENT.

3.1 Contractor Provides Facilities and Eouioment. Except as otheruvise provided, Contractor shall, at its sole cost and expense, provide all facilities and equipment necessary to perform the services required by this Agreement. ln no event shall City be required to furnish any facility or equipment that may involve incurring any direct expense.

3.2 Utilitv Relocation. Wh ere applicable, pursuant to California Government Code Section 4215, City is responsible for removal, relocation, or protection of existing main or trunkline utilities to the extent such utilities were not identified in the invitation for bids or specifications. City shall reimburse Contractor for any costs incurred in locating, repairing damage not caused by Contractor, and removing or relocating such unidentified utility facilities. Contractor shall not be assessed liquidated damages for delay arising from the removal or relocation of such unidentified utility facilities.

3.3 Trenches or Excavations. Pursuant to California Public Contract Code Sections 6705 and 7104, in the event the work included in this Agreement requires excavations more than four (4) feet in depth, the following shall apply. a. Contractor shall promptly, and before the following conditions are disturbed, notify City, in writing, of any: (1) material that Contractor believes may be material that is hazardous waste, as defined in Section 25117 of the Health and Safety Code, that is required to be removed to a Class l, Class ll, or Class lll disposal site in accordance with provisions of existing law; (2) subsurface or latent physical conditions at the site different from those indicated by information about the site made available to bidders prior to the deadline for submitting bids; or (3) unknown physical conditions at the site of any unusual nature, different materially from those ordinarily encountered and generally recognized as inherent in work of the character provided for in this Agreement. b. lf the Services involve an estimated expenditure in excess of TwentyFive Thousand Dollars ($25,000) for the excavation of any trench or trenches five (5) feet or more in depth, Contractor shall submit for acceptance by the City Engineer, in advance of excavation, a detailed plan showing the design of shoring, bracing, sloping, or other provisions to be made for worker protection from the hazard of caving ground during the 2905/00941 0-1 001
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excavation of such trench or trenches. lf such plan varies from the shoring system standards, the plan shall be prepared by a registered civil or structural engineer. c. City shall promptly investigate the conditions, and if it finds that the conditions do materially so differ, or do involve hazardous waste, and cause a decrease or increase in Contractôr's cost of, or the time required for, performance of any part of the work shall issue an order or amendment for additional services pursuant to Subsection

8.4 or 8.5 of this Agreement.
d. lf a dispute arises between City and Contractor whether the conditions materially differ, or involve hazardous waste, or cause a decrease or increase in Contractor's cost of, or time required for, performance of any part of the work, Contractor shall not be excused from any scheduled completion date provided for by this Agreement, but shall proceed with all work to be performed under this Agreement.

Cóntractor shall retain any and all rights provided either by contract or by law which pertain to the resolution of disputes and protests between the Parties.

SECTION 4. INSURANCE AND BOND REQUIREMENTS.

Before beginning any work under this Agreement, Contractor, at its own cost and expense, shall procure the types and amounts of insurance listed below and provide certified copies of insurance policies and original endorsements, indicating that Contractor has obtained or currently maintains insurance that meets the requirements of this Section and which is satisfactory, in all respects, to City. Contractor shall also deliver the payment and performance bonds required by this Section 4 with City. Contractor shall maintain the insurance policies required by this Section throughout the term of this Agreement. The cost of such insurance shall be included in Contractor's compensation.

Contractor shall not allow any subcontractor, Contractor or other agent to commence work on any subcontract until Contractor has obtained all insurance required herein for the subcontractor(s) and provided evidence thereof to City, and has delivered the required bonds to City. Verification of the required insurance shall be submitted and made part of this Agreement prior to execution. Contractor acknowledges the insurance policy must cover inter-insured suits between City and other insureds. Contractor agrees that the requirement to provide insurance shall not be construed as limiting in any way the extent to which Contractor may be held responsible for the payment of damages to any persons or property resulting from Contractor's activities or the activities of any person or persons forwhich Contractor is otherwise responsible nor shall it limit Contractor's indemnification liabilities as provided in Section 5. lnsurance or bonds required by this Agreement shall be satisfactory only if issued by companies qualified to do business in California, rated "4" or better in the most recent edition of Best Rating Guide, The Key Rating Guide, or in the Federal Register, and only if they are of a financial category Class Vll or better, unless such requirements are waived by the Contract Administrator in the Contract Administrator's sole discretion. lf this Agreement continues for more than three (3) years duration, or in the event the Contract Administrator determines that the Services to be performed under this Agreement creates an increased or decreased risk of loss to City, 2905/00941 0-1 00 I
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Contractor agrees that the minimum limits of the insurance policies and the performance bond required by Section 4 may be changed accordingly upon receipt of wriüen notice from the Contract Administrator; provided that Contractor shall have the right to appeal a determination of increased coverage by the Gontract Administrator to the City Council of City within ten (10) days of receipt of notice from the Contract Administrator.

4.1 Workers' Compensation. Contractor shall, at its sole cost and expense, maintain Statutory Workers'Compensation lnsurance and Employer's Liability lnsurance for any and all persons employed directly or indirectly by Contrac{or purcuant to the provisions of the California Labor Code. Statutory Workers' Gompensation lnsurance and Employe/s Liability lnsuranoe shall be provided with limits of not less than ONE MILLION DOLLARS ($1,000,000.00) per accident, ONE MILL|ON DOLLARS ($1,000,000.00) disease peremployee, and ONE MILLION DOLLARS ($t,000,000.00) disease per policy. ln the alternative, Contractor may rely on a self-insurance program to meet those requirements, but only if the program of self-insuranoe complies fully with the provisions of the California Labor Code. Determination of whether a self-insuránce program meets the standards of the California Labor Code shall be solely in the discretion of the Contract Administrator. The insurer, if insurance is provided, or Contractor, if a program of selfinsurance is provided, shall waive all rights of subrogation against City and its officers, officials, employees, and authorized volunteers for loss arising from the Services performed under this Agreement. Pursuant to Califomia Labor Code Section 1860, Contractor is required to secure the payment of compensation to Contractor's employees.

Pursuant to California Labor Code Section 1861, Contractor hereby submits to City the following:

I am aware of the provisions of Sec{ion 3700 of the Califomia Labor Code which require every employer to be insured against liabilþ for workers' compensation or to undertake self-insurance in accordance with the provisions of that code, and I will comply with such provisions before commencing the performance of the work of this contract.

Contractor lnitial:

4.2 Commercial Ge¡leral andAutomobile Liabilitv lnsurance. a. General Requirements. Contractor, at its own cost and expense, shall maintain commercial general and automobile liability insurance for the term of this Agreement in an amount not less than TWO MILLION DOLTARS ($2,000,000.00) per occurrence, combined single limit coverage, for risks associated with the Services contemplated by this Agreement, TWO MILLION DOLLARS ($2,000,000.00) generat aggregate, and TWO MILLION DOLISRS ($2,000,000.00) productslcompleted operations aggregate. lf a Commercial General Liability lnsurance or an Automobile Liability lnsurance form or other form with a general aggregate limit is used, either the general aggregate limit shall apply separately to the Services to be performed under this Agreement or the general aggregate limit shall be at least twice the required occurrence 290y0æa1G1001
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Ê
limit. Such coverage shall include but shall not be limited to, protection against claims arising from bodily and personal injury, including death resulting therefrom, and damage to property resulting from the Services contemplated under this Agreement, including the use of hired, owned, leased, and non-owned automobiles' b. Minimum Scope of Coveraqe. Commercial general coverage shall be at least as broad as lnsurance Services Office Commercial General Liability occurrence form CG 0001. Automobile coverage shall be at least as broad as lnsurance Services Office Automobile Liability form CA 0001 Code 2, 8, and 9 including "any auto" and endorsement CA 0025 or equivalent). No endorsement shall be attached limiting the coverage.
c. Additional Requirements. Each of the following shall be included in the insurance coverage or added as a certified endorsement to the policy:
(i) The insurance shall cover on an occurrence or an accident basis, and not on a claims-made basis.
(ii) The policy must cover inter-insured suits and include a "separation of lnsureds" or "severability" clause which treats each insured separately. (iii) The insurance must be maintained for at least one (1) year following the completion of the Services or the expiration or termination of this Agreement. (iv) Any failure of Contractor to comply with reporting provisions of the policy shall not affect coverage provided to City and its officers, employees, agents, and volunteers.

4.3 Professional Liability lnsurance
a. General Requüementg. Contractor, at its own expense, shall maintain professional liability insurance appropriate to Contractor's profession. This coverage may be written on a "claims made" basis, and must include coverage for contractual liability. The professional liability insurance required by this Agreement must be endorsed to be applicable to claims based upon, arising out of, or related to the Services performed under this Agreement. The insurance must be maintained for at least five (5) consecutive years following the completion of the Services or the expiration or termination of this Agreement. During this additional five (S)-year period, Contractor shall annually and upon request of City submit written evidence of this continuous coverage. b. Claims-Made Limitations. The following provisions shall apply if the professional liability coverage is written on a claims-made form:
(i) The retroactive date of the policy must be shown and must be no later than the commencement of the Services.
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i
(i¡) lf coverage is canceled or not renewed and it is not replaced with another claims-made policy form with a retroactive date that precedes the Effective Date of this Agreement, Contractor must provide extended reporting coverage for a minimum of five (5) years after the expiration or termination of this Agreement or the completion of the Services. Such continuation coverage may be provided by one of the following: (1) renewal of the existing policy; (2) an extended reporting period endorsement; or (3) replacement insurance with a retroactive date no later than the commencement of the Services under this Agreement. City shall have the right to exercise, at Contractor's sole cost and expense, any extended reporting provisions of the policy, if Contractor cancels or does not renew the coverage. (¡ii) A copy of the claim reporting requirements must be submitted to City prior to the commencement of the Services under this Agreement.

4.4 Pollution Liability lnsurance. Contractor, at its own expense, shall maintain pollution liability insurance written on a per occurrence for bodily injury, personal injury and property damage. The policy of insurance shall be in an amount not less than ONE MILLION DOLLARS ($1,000,000.00) per pollution incident and ONE MtLLtON DOLLARS ($1,000,000.00) in the general aggregate. The policy shall apply to any incidents at or from any location on which Contractor performs the Services under this Agreement. The insurance must be maintained for at least one (1) year following the completion of Contractor's services or the expiration or termination of this Agreement.

4.5 All Policies Requirements.
a. Verification of Coverage. Prior to beginning the Services under this Agreement, Contractor shall furnish City with certificates of insurance, additional insured endorsement or policy language granting additional insured status complete certified copies of all policies, including complete certified copies of all endorsements. All copies of policies and certified endorsements shall show the signature of a person authorized by that insurer to bind coverage on its behalf. The certificate of insurance must include the following reference: Exterior Soffit Renovation. The name and address for additional insured endorsements, certificates of insurance and notice of cancellation is: City of Yorba Linda, 4845 Casa Loma Ave, Yorba Linda, CA 92886. City must be endorsed as an additional insured for liability arising out of ongoing and completed operations by or on behalf of Contractor.
b. Notice of Reduction in or Cancellation of Coveraqe. Contractor shall provide written notice to City within ten (10) working days if: (1)any of the required insurance policies is terminated; (2) the limits of any of the required polices are reduced; or(3)thedeductibleorselfinsuredretentionisincreased. lntheeventanyofsaidpolicies of insurance are cancelled, Contractor shall, prior to the cancellation date, submit new evidence of insurance in conformance with this Section 4 to the Contract Administrator. 2905/00941 0-1 001
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c. Additional lnsured: Primary lnsurance. City and its officers, employees, agents, and authorized volunteers shall be covered as additional insureds with respect to each of the following: liability arising out of the Services performed by or on behalf of Contractor, including the insured's general supervision of Contractor; products and completed operations of Contractor, as applicable; premises owned, occupied, or used by Contractor; and automobiles owned, leased, or used by Contractor in the course of providing the Services pursuant to this Agreement. The coverage shall contain no special limitations on the scope of protection afforded to City or its officers, employees, agents, or authorized volunteers. The insurance provided to City as an additional insured must apply on a primary and non-contributory basis with respect to any insurance or self-insurance program maintained by City. Additional insured status shall continue for one (1)year after the expiration or termination of this Agreement or completion of the Services.

A certified endorsement must be attached to all policies stating that coverage is primary insurance with respect to City and its officers, officials, employees, and volunteers, and that no insurance or self-insurance maintained by City shall be called upon to contribute to a loss under the coverage. The insurer is deemed hereof to waive all rights of subrogation and contribution it may have against City, its officers, employees, agents, authorized volunteers, and their respective insurers. d. Deductibles and Self-lnsured Retentions. Contractor shall obtain the written approval of City for the self-insured retentions and deductibles before beginning any of the Services. During the term of this Agreement, only upon the prior express written authorization of the Contract Administrator, Contractor may increase such deductibles or self-insured retentions with respect to City, its officers, employees, agents, and volunteers. The Contract Administrator may condition approval of an increase in deductible or self-insured retention levels with a requirement that Contractor procure a bond guaranteeing payment of losses and related investigations, claim administration, and defense expenses that is satisfactory in all respects to each of them. e. Subcontractors. Contractor shall include all subcontractors as insureds under its policies or shall furnish separate certificates and certified endorsements for each subcontractor. All coverages for subcontractors shall be subject to all of the requirements stated herein.
f. Variation. The Contract Administrator may, but is not required to, approve in writing a variation in the foregoing insurance requirements, upon a determination that the coverage, scope, limits, and forms of such insurance are either not commercially available, or that City's interests are othenruise fully protected.

4.6 Pavment and Performance Bonds. Concurre ntly with execution of this Agreement, Contractor shall deliver to City a payment (labor and materials) bond and a performance bond, each in the sum of the amount of this Agreement, in the forms provided by the City Clerk, which secure the faithful performance of this Agreement. The 2905/00941 0-1 001
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bonds shall contain the original notarized signature of an authorized officer of the surety and affixed thereto shall be a certified and current copy of his power of attorney. The bonds shall be unconditional and remain in force during the entire term of this Agreement and shall be null and void only if Contractor promptly and faithfully performs all terms and conditions of this Agreement. Payment and performance bonds shall be secured from a surety company rated Grade "4" or better in the most recent edition of Best Rating Guide, The Key Rating Guide, or in the Federal Register, and only if they are of a financial category Class Vll or better, unless such requirements are waived by the Contract Administrator due to unique circumstances, and shall be authorized to write such bonds in the State of California. Contractor shall pay all bond premiums, costs, and incidentals.

Pursuant to California Public Contract Code Section 22300, substitution of eligible equivalent securities for any moneys withheld to ensure performance under this Agreement may be permitted at the request and expense of Contractor. Without limiting the foregoing, Contractor understands that Civil Code Section 9550 requires a payment bond for all public works contracts involving an expenditure of more than Twenty-Five Thousand Dollars ($25,000).

4.7 Remedies. ln addition to any other remedies at law or equity City may have if Contractor fails to provide or maintain any insurance policies or policy endorsements to the extent and within the time herein required, City may, at its sole option, exercise any of the following remedies, which are alternatives to other remedies City may have and are not the exclusive remedy for Contractor's breach:
a. Obtain such insurance and deduct and retain the amount of the premiums for such insurance from any sums due under this Agreement; b. Order Contractor to stop work under this Agreement or withhold any payment that becomes due to Contractor hereunder, or both stop work and withhold any payment, until Contractor demonstrates compliance with the requirements hereof; and/or c. Terminate this Agreement
SECTION 5. INDEMNIFICATION.

5.1 lndemnification for Professional Liability. Where the law establishes a professional standard of care for performance of the Services, to the fullest extent permitted by law, Contractor shall indemnify, protect, defend (with counsel selected by City), and hold harmless City and any and all of its officers, employees, officials, volunteers, and agents from and against any and all claims, losses, costs, damages, expenses, liabilities, liens, actions, causes of action (whether in tort, contract, under statute, at law, in equity, or othenruise) charges, awards, assessments, fines, or penalties of any kind (including costs and expenses incurred by City and reasonable consultant and expert fees and expenses of investigation, costs of whatever kind and nature and, if Contractor fails to provide a defense for City, the legal costs of counsel retained by City) and any judgment (collectively, "Claims") to the extent same are caused in whole or in 2905/00941 0-1 001
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part by any negligent or wrongful act, error, or omission of Contractor, its officers, agents, employees, or subcontractors (or any entity or individual that Contractor shall bear the legal llability thereof) in the performance of professional services under this Agreement.

5.2 lndemnification for Other than Professional Liability. Other than in the performance of professional services and to the full extent permitted by law, Contractor shall indemnify, protect, defend (with counsel selected by City), and hold harmless City, and any and all of its officers, employees, officials, volunteers, and agents from and against any and all Claims, where the same arise out of, are a consequence of, or are in añy way attributable to, in whole or in part, the performance of this Agreement by Contractor or by any individual or entity for which Contractor is legally liable, including but not limited to officers, agents, employees or subcontractors of Contractor. Contractor will promptly pay any
judgment rendered against City, its officers, agents, or employees for any such Claims arising out of or in connection with the performance of or failure to perform such Services, operations or activities of Contractor hereunder.

5.3 Subcontractors. Contractor shall incorporate similar indemnity agreements with its subcontractors. Contractor shall be fully responsible to indemnify City, and failure of City to monitor compliance with these provisions shall not be a waiver hereof.

5.4 Limitation of lndemnification. The provisions of this Section 5 do not apply to claims occurring as a result of City's sole or active negligence. The provisions of this Section 5 shall not release City from liability arising from gross negligence or willful acts or omissions of City or any and all of its officers, officials, employees, and agents acting in an official capacity. ln the event any applicable law contains a limitation on indemnification under this Agreement, such limitation shall supersede the provisions herein only to the extent required by said law.

SECTION 6. INDEPENDENT CONTRACTOR.

At all times during the term of this Agreement, Contractor shall be an independent contractor and shall not be an employee of City. City shall have the right to control Contractor only insofar as the results of the Services rendered pursuant to this Agreement and assignment of personnel pursuant to Subsection 1.4; however, otherwise City shall not have the right to control the means by which Contractor accomplishes the Services rendered pursuant to this Agreement. The personnel performing the Services under this Agreement on behalf of Contractor shall at all times be under Contractor's exclusive direction and control. Contractor shall not at any time or in any manner represent that it is or any of its officers, employees, or agents are in any manner officers, officials, employees, or agents of City. Contractor shall not incur or have the power to incur any debt, obligation, or liability whatever against City, or bind City in any manner. Except for the fees paid to Contractor as provided in this Agreement, City shall not pay salaries, wages, or other compensation to Contractor for performing the Services hereunder for City. City shall not be liable for compensation or indemnification to Contractor for injury or sickness arising out of performing the Services hereunder. Notwithstanding any other 2905/00941 0-1 001
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City, state, or federal policy, rule, regulation, law, or ordinance to the contrary, Contractor and any of its employees, agents, and subcontractors providing services under this Agreement shall not qualify for or become entitled to any compensation, benefit, or any incident of employment by City, including but not limited to eligibility to enroll in the California Public Employees Retirement System ('PERS') as an employee of City and entitlement to any contribution to be paid by City for employer contributions and/or employee contributions for PERS benefits. Contractor shall perform all Services required herein as an independent contractor of City and shall remain at all times as to City a wholly independent contractor with only such obligations as are consistent with that role.

City shall not in any way or for any purpose become or be deemed to be a partner of Contractor in its business or othenruise or a joint venturer or a member of any joint enterprise with Contractor.

SECTION 7. LEGAL REQUIREMENTS.

7.1 Governino Law. The laws of the State of California shall govern this Agreement.

7.2 Compliance with Applicable Laws. Contractor and any subcontractor shall comply with all applicable local, state, and federal laws and regulations applicable to the performance of the work hereunder. Contractor shall not hire or employ any person to perform work within City or allow any person to perform the Services required under this Agreement unless such person is properly documented and legally entitled to be employed within the United States. Contractor acknowledges and agrees that it shall be independently responsible for reviewing the applicable laws and regulations and effectuating compliance with such laws. Contractor shall require the same of all subcontractors.

7.3 Prevailinq Waqes. Contractor acknowledges and agrees that it shall be independently responsible for reviewing the applicable prevailing wage laws and regulations and effectuating compliance with such laws, including, but not limited to the prevailing wage and related requirements set forth in this Subsection 7.3. Contractor shall bear all risks of payment or non-payment of prevailing wages under California law and/or the implementation of California Labor Code Section 1781, as the same may be amended from time to time, and/or any other similar law. a. Public Work. Contractor hereby expressly acknowledges and agrees that City has never previously affirmatively represented to Contractor, its employees or agents in writing or othen¡lise that the Services are not a "public work," as defined in Section 1720 of the California Labor Code. lt is agreed by the Parties that, in connection with the development, construction (as defined by applicable law) and operation of the Services, including, without limitation, any public work (as defined by applicable law), if any, Contractor shall bear all risks of payment or non-payment of state and/or federal prevailing wages and/or the implementation of California Labor Code Sections 1726 and 1781, as the same may be enacted, adopted or amended from time 2905/00941 0-1 001
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to time, and/or any other provision of law. To the extent applicable, City will enforce all penalties required by law for Contractor's failure to pay prevailing wages. b. California Labor Code. The Contractor's attention is directed to Division 2, ParI7, Chapter 1 of the California Labor Code and especially to Article 2 (Wages); and Article 3 (Working Hours), thereof.
(i) ln accordance with Sections 1773 and 1773.2 of the California Labor Code, City has found and determined the general prevailing rates of wages in the locality in which the public work is to be performed are those determined by the Director of lndustrial Relations and available at https://www.dir.ca.oov/OPRL/2022- IiPWD/Southern.html. Copies of the prevailing rates of wages are maintained with City's principal office and are available to any interested party on request. Contractor shall post a copy of the prevailing rate of per diem wages at each job site.
(ii) Contractor is aware of and will comply with the provisions of California Labor Code Section 1776, including the keeping of payroll records and furnishing certified copies thereof in accordance with said Section. Pursuant to California Labor Code Section 1771.4, Contractor must submit certified payroll records to the Labor Commissioner using the Department of lndustrial Relations' electronic certified payroll reporting (eCPR) system.
(iii) Pursuant to California Labor Code Section 1810, it is stipulated hereby that eight (8) hours labor constitutes a legal day's work hereunder. (iv) Pursuant to California Labor Code Section 1815, work performed by employees of contractors in excess of eight (8) hours per day, and 40 hours during any one week, shall be permitted upon public work upon compensation for all hours worked in excess of eight (8) hours per day at not less than 1 Yzlimes the basic rate of pay
(v) Pursuant to California Labor Code Section 1813, it is stipulated hereby that Contractor shall, as a penalty to City, forfeit twenty-five dollars ($ZS¡ for each worker employed in the execution of this Agreement by Contractor or by any subcontractor hereunder for each calendar day during which such worker is required or permitted to work more than eight (8) hours in any one calendar day and forty (40) hours in any one (1) calendar week in violation of the provisions of Article 3 (commencing with Section 1810), Chapter 1 , Part 7, Division 2 of the California Labor Code. (vi) Contractor is aware of and will comply with the provisions of California Labor Code Sections 1777.5 and 1777.6 with respect to the employment of apprentices. Pursuant to Section 1777.5 it is hereby stipulated that Contractor will be responsible for obtaining compliance therewith on the part of any and all sub-consultants or subcontractors employed by Contractor in connection with this Agreement. 2905/00941 0-1 001
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(vii) Pursuant to California Labor Code Section 1775, it is hereby stipulated that Contractor shall, as a penalty to City, forfeit not more than two-hundred dollars ($2OO¡ for each calendar day, or portion thereof, for each worker paid less than the prevailing rates as determined by the Director of lndustrial Relations for the work or craft in which the worker is employed for the Services by Contractor or any sub-consultant or subcontractor.
c. Biddinq Elioibility. Pursuant to California Labor Code Section 1771.1, no contractor or subcontractor (or consultant or subconsultant) may be listed on a bid proposal for a public works project unless registered with the Department of lndustrial Relations. Pursuant to California Public Contract Code Section 6109, Contractor may not perform any Services hereunderwith a subcontractorwho is ineligible to perform the Services pursuant to Section 1777.1 or 1777.7 of the California Labor Code.
d. DIR Monitorinq. Pursuant to California Labor Code Section 1771.4, Contractor is hereby notified that this project is subject to compliance monitoring and enforcement by the Department of lndustrial Relations.
e. lndemnification Related to Prevailinq Waqes. Section 5, lndemnification, specifically encompasses Claims arising from or related to (i) the noncompliance by Contractor or any party performing the Services of any applicable local, state, and/or federal law, including, without limitation, any applicable federal and/or state labor laws (including, without limitation, the requirement to pay state prevailing wages and hire apprentices); (ii) the implementation of California Labor Code Sections 1726 and 1781, as the same may be amended from time to time, or any other similar law; and/or (iii) failure by Contractor or any party performing the Services to provide any required disclosure or identification as required by California Labor Code Section 1781, as the same may be amended from time to time, and/or any other similar law.

7.4 Licenses and Permits, Fees. and Assessments. Contractor represents, warrants, and covenants to City that Contractor and its employees, agents, and any subcontractors have all licenses, permits, qualifications, and approvals of whatsoever nature that are legally required to practice their respective professions, and perform the Services. Contractor represents, warrants, and covenants to City that Contractor and its employees, agents, and subcontractors shall, at their sole cost and expense, keep in effect at all times during the term of this Agreement any licenses, permits, and approvals that are legally required to practice their respective professions, and perform the Services. ln addition to the foregoing, Contractor and any subcontractors shall obtain and maintain during the term of this Agreement valid business licenses from City. Contractor shall have the sole obligation to pay for any fees, assessments, and taxes, plus applicable penalties and interest, which may be imposed by law and arise from or are necessary for Contractor's performance of the Services, and shall indemnify, defend and hold harmless City, its officers, employees or agents of City, against any such fees, assessments, taxes, penalties or interest levied, assessed, or imposed against City hereunder. 2905/00941 0-1 001
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7.S Conflicts of lnterest. Contractor represents, warrants, and covenants that Contractor presently has no interest, direct or indirect, which would interfere with or impair in any manner or degree the performance of Contractor's obligations and responsibilities under this Agreement. Contractor further agrees that while this Agreement is in effect, Contractor sñall not acquire or othenruise obtain any interest, direct or indirect, that would interfere with or impair in any manner or degree the performance of Contractor's obligations and responsibilities under this Agreement.

7.6 Unfair Business Practices Claims. ln entering into this Agreement, Contractor offers and agrees to assign to City all rights, title, and interest in and to all causes of action it may have under Section 4 of the Clayton Act (15 U.S.C. $ 15) or under the Cartwright Act (Chapter 2, (commencing with Section 16700) of Part 2 of Division 7 of the Business and Professions Code), arising from purchases of goods, services, or materials related to this Agreement. This assignment shall be made and become effective at the time City renders final payment to Contractor without further acknowledgment of the Parties.
7 .7 Annual Appropriation of Funding. ln accord with Article 16 Section 18 of the California Constitution, payment of compensation under this Agreement is contingent upon annual appropriation of funds by City for that purpose. Contractor acknowledges and agrees that to the extent that the Services extend beyond one (1) fiscal year, payment for such Services is expressly conditioned on City's annual appropriation of funds for such Services for each year. lf no funds are appropriated then this Agreement shall be terminated. City pledges and agrees to process such appropriation requests annually and in good faith. Nothing in this Subsection shall be construed to limit the right of either Party to terminate this Agreement as provided herein.

7.8 Liquidated Damaoes. Since the determination of actual damages for any delay in performance of this Agreement would be extremely difficult or impractical to determine in the event of a breach of this Agreement, Contractor and its sureties shall be liable for and shall pay to City the sum of FIVE HUNDRED DOLLARS ($500.00) as liquidated damages for each working day of delay in the performance of any of the Services. City may withhold from any monies payable on account of the Services performed by Contractor any accrued liquidated damages.

SECTION 8. TERMINATION AND MODIFICATION.

8.1 Termination. City may terminate this Agreement at any time and without cause upon thirty (30) days' written notification to Contractor. City may also terminate this Agreement pursuant to Subsection 8.8.

8.2 Termination bv Contractor. Contractor may terminate this Agreement upon sixty (60) days'written notice to City.
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8.3 Consequences of Termination. ln the event of termination, Contractor shall be entitled to compensation for the Services satisfactorily performed up to the date of termination; City, however, may condition payment of such compensation upon Contractor delivering to City any or all materials provided to Contractor or prepared by or for Contractor or City in connection with this Agreement. Upon receipt of any notice of termination, Contractor shall immediately cease all Services hereunder except such as may be specifically approved by the Contract Administrator.

8.4 Administrative Chanqe Orders. City shall have the right at any time during the performance of the Services, without invalidating this Agreement, to order extra work beyond that specified in the Scope of Services or make changes by altering, adding to, or deducting from said work. No such extra work may be undertaken unless a written change order is first given by the Contract Administrator to Contractor, incorporating therein any adjustment in (i) the total compensation, and/or (ii) the time to perform this Agreement, which said adjustments are subject to the written approval of Contractor. Any increase in compensation of up to five percent (5o/o) of the total compensation or TWENTY-FIVE THOUSAND DOLLARS ($25,000), whichever is less; or in the time to perform of up to one hundred eighty (180) days may be approved in writing by the Contract Administrator. Contractor understands and agrees that, if City grants an extension in time without additional work, City shall have no obligation to provide Contractor with compensation beyond the maximum amount provided for in this Agreement. Similarly, unless authorized by the Contract Administrator, City shall have no obligation to reimburse Contractor for any otherwise reimbursable expenses incurred during the extension period. All other extensions or modifications to this Agreement shall require a written amendment pursuant to Subsection 8.5.

8.5 Amendments. The Parties may amend this Agreement only by a writing signed by all the Parties. The Contract Administrator shall have the authority to execute amendments to this Agreement which do not materially change the terms hereof, in the Contract Administrator's discretion, to the extent permitted by applicable federal, state, and local law. The Contract Administrator may refer any proposed amendment to the City Council for review and approval.

8.6 Assiqnment and Subcontractinq. City and Contractor recognize and agree that this Agreement contemplates personal performance by Contractor and is based upon a determination of Contractor's unique personal competence, experience, and specialized personal knowledge. Moreover, a substantial inducement to City for entering into this Agreement was and is the professional reputation and competence of Contractor.

Contractor may not assign this Agreement or any interest therein without the prior written approval of the Contract Administrator. Contractor shall not subcontract any portion of the performance contemplated and provided for herein, other than to the subcontractors noted in the Scope of Services, without prior written approval of the Contract Administrator. ln the event of any unapproved assignment, including in connection with any bankruptcy proceeding, this Agreement shall be void. No approved assignment shall 2905/00941 0-1 00 1
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release Contractor or any surety of Contractor of any liability hereunder without the express consent of City.

8.7 Survival. All obligations arising prior to the expiration or termination of this Agreement and all provisions of this Agreement allocating liability between City and Contractor shall survive the expiration or termination of this Agreement.

8.8 Disputes. Default. ln the event that Contractor is in default under the terms of this Agreement, City shall not have any obligation or duty to continue compensating Contractor for any of the Services performed after the date of default. lnstead, City may give notice to Contractor of the default and the reasons for the default. The notice shall include the timeframe in which Contractor may cure the default. This timeframe is presumptively thirty (30) days, but may be extended, though not reduced, in the sole discretion of the Contract Administrator. During the period of time that Contractor is in default, City shall hold all invoices and shall, when the default is cured, proceed with payment on the invoices. ln the alternative, City may, in its sole discretion, elect to pay some or all of the outstanding invoices during the period of default. lf Contractor does not cure the default, City's remedies shall include, but not be limited to, any or all of the following:
a. lmmediately terminate this Agreement;
b. Retain the plans, specifications, drawings, reports, design documents, and any other work product prepared by Contractor pursuant to this Agreement;
c. Retain a different contractor to complete the Services; and/or d. Charge Contractor the difference between the cost to complete the Services that is unfinished at the time of breach and the amount that City would have paid Contractor pursuant to Section 2 if Contractor had completed the Services.

Any failure on the part of City to give notice of Contractor's default shall not be deemed to result in a waiver of City's legal rights or any rights arising out of any provision of this Agreement.

8.9 Claims bv Contractor. Claims, as that term is defined in California Public Contract Code Section 9204, by Contractor and, where applicable, any subcontractor, in connection with a public works project shall by subject to the mediation procedure in California Public Contract Code Section 9204.

SECTION 9. KEEPING AND STATUS OF RECORDS.

9.1 Documents and Data. All drawings, specifications, maps, designs, photographs, studies, surveys, data, notes, computer files, reports, records, documents, and other materials plans, drawings, estimates, test data, survey results, models, 2905/0094'1 0-1 001
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renderings, and other documents or works of authorship fixed in any tangible medium of expression, including but not limited to, physical drawings, digital renderings, or data stored digitally, magnetically, or in any other medium (the "Documents and Materials") prepared or caused to be prepared by Contractor, its employees, subcontractors, and agents in the performance of this Agreement shall be the property of City and shall be delivered to City upon request of the Contract Administrator or upon the expiration or termination of this Agreement, and Contractor shall have no claim for further employment or additional compensation as a result of the exercise by City of its full rights of ownership use, reuse, or assignment of the Documents and Materials hereunder. Any use, reuse or assignment of such completed Documents and Materials for other projects and/or use of uncompleted documents without specific written authorization by Contractor will be at City's sole risk and without liability to Contractor, and Contractor's guarantee and warranties shall not extend to such use, revise, or assignment. Contractor may retain copies of such Documents and Materials for its own use. Contractor shall have an unrestricted right to use the concepts embodied therein. All subcontractors shall provide for assignment to City of any Documents and Materials prepared by them, and in the event Contractor fails to secure such assignment, Contractor shall indemnify City for all damages resulting therefrom.

9.2 Licensinq of lntellectual Property. This Agreement creates a non-exclusive and perpetual license for City to copy, use, modify, reuse, or sublicense any and all copyrights, designs, rights of reproduction, and other intellectual property embodied in the Documents and Materials. Contractor shall require all subcontractors to agree in writing that City is granted a non-exclusive and perpetual license for the Documents and Materials the subcontractor prepares under this Agreement. Contractor represents and warrants that Contractor has the legal right to license any and all of the Documents and Materials. Contractor makes no such representation and warranty in regard to the Documents and Materials which were prepared by design professionals other than Contractor or provided to Contractor by City. City shall not be limited in any way in its use of the Documents and Materials at any time, provided that any such use not within the purposes intended by this Agreement shall be at City's sole risk.

9.3 Records. Contractor shall keep, and require subcontractors to keep, such ledgers books of accounts, invoices, vouchers, canceled checks, reports (including but not limited to payroll reports), studies, or other documents relating to the disbursements charged to City and the Services performed hereunder (the "Books and Records"), as shall be necessary to perform the Services required by this Agreement and enable the Contract Administrator to evaluate the performance of such Services. Any and all such Books and Records shall be maintained in accordance with generally accepted accounting principles and shall be complete and detailed. The Contract Administrator shall have full and free access to such Books and Records at all times during normal business hours of City, including the right to inspect, copy, audit, and make records and transcripts from such Books and Records. Such Books and Records shall be maintained for a period of three (3) years following completion of the Services hereunder, and City shall have access to such Books and Records in the event any audit is required. ln the 2905/0094 I 0-1 00 1
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event of dissolution of Contractor's business, custody of the Books and Records may be given to City, and access shall be provided by Contractor's successor in interest. Under Õalifornia Government Code Section 8546.7, if the amount of public funds expended under this Agreement exceeds TEN THOUSAND DOLLARS ($10,000.00), this Agreement shall be subject to the examination and audit of the State Auditor, at the request of City or as part of any audit of City, for a period of three (3) years after final payment under this Agreement.

9.4 Reports. Contractor shall periodically prepare and submit to the Contract Administrator such reports concerning the performance of the Services required by this Agreement as the Contract Administrator shall require. Contractor hereby acknowledges that City is greatly concerned about the cost of the Services to be performed pursuant to this Agreement. For this reason, Contractor agrees that if Contractor becomes aware of any facts, circumstances, techniques, or events that may or will materially increase or decrease the cost of the Services contemplated herein or, if Contractor is providing design services, the cost of the project being designed, Contractor shall promptly notify the Contract Administrator of said fact, circumstance, technique, or event and the estimated increased or decreased cost related thereto and, if Contractor is providing design services, the estimated increased or decreased cost estimate for the project being designed.

9.5 Confidentialitv. City and Contractor agree that, until final approval by City, all data, plans, specifications, reports, and other documents are confidential and will not be released to third parties without prior written consent of both Parties unless required by law. Contractor, its officers, employees, agents, or subcontractors, shall not, without prior written authorization from the Contract Administrator or'unless requested by the City Attorney, voluntarily provide documents, declarations, letters of support, testimony at depositions, response to interrogatories, or other information concerning the work performed under this Agreement. lf Contractor, or any officer, employee, agent, or subcontractor of Contractor, provides any information or work product in violation of this Agreement, then City shall have the right to reimbursement and indemnity from Contractor for any Claims caused by or incurred as a result of Contractor's conduct.

Contractor shall promptly notify City should Contractor, its officers, employees, agents, or subcontractors be served with any summons, complaint, subpoena, notice of deposition, request for documents, interrogatories, request for admissions, or other discovery request, court order, or subpoena from any party regarding this Agreement and the Services performed thereunder. City retains the right, but has no obligation, to represent Contractor or be present at any deposition, hearing, or similar proceeding. Contractor agrees to cooperate fully with City and to provide City with the opportunity to review any response to discovery requests provided by Contractor. However, this right to review any such response does not imply or mean the right by City to control, direct, or rewrite said response. Response to a subpoena or court order shall not be considered a voluntary disclosure so long as Contractor gives City notice of such court order or subpoena as provided herein. Contractor understands and agrees that it may be required to provide documents to the City to be produced in response to a Public Records Act request. 2905/00941 0-1 001
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SECTION 10. MISCELLANEOUS PROVISIONS.

10.1 Attornevs' Fees. lf eíther Party to this Agreement brings any action, including an action for declaratory relief, to enforce or interpret the provision of this Agreement, the prevailing Party shall be entitled to reasonable attorneys' fees and expenses including costs, in addition to any other relief to which that Party may be entitled; provided, however, that the attorneys' fees awarded pursuant to this Subsection shall not exceed the hourly rate paid by City for legalservices multiplied by the reasonable number of hours spent by the prevailing Party in the conduct of the litigation. The court may set such fees in the same action or in a separate action brought for that purpose.

10.2 Venue. ln the event that either Party brings any action against the other under this Agreement, the Parties agree that trial of such action shall be vested exclusively in Riverside County.

10.3 Severabilitv. lf any provision of this Agreement is held invalid, the remainder of this Agreement shall not be affected thereby and all other parts of this Agreement shall nevertheless be in full force and effect.

10.4 Section Headinqs and Subheadinqs. The section headings and subheadings contained in this Agreement are included for convenience only and shall not limit or otherwise affect the terms of this Agreement.
1 0.5 No lmplied Waiver of Breach. Waiver by any Party to this Agreement of any term, condition, or covenant of this Agreement shall not constitute a waiver of any other term, condition, or covenant. Waiver by any Party of any breach of the provisions of this Agreement shall not constitute a waiver of any other provision or a waiver of any subsequent breach or violation of any provision of this Agreement. Acceptance by City of any work or services by Contractor shall not constitute a waiver of any of the provisions of this Agreement. No delay or omission in the exercise of any right or remedy by a nondefaulting Party on any default shall impair such right or remedy or be construed as a waiver. Any waiver by either Party of any default must be in writing and shall not be a waiver of any other default concerning the same or any other provision of this Agreement.

10.6 Successors and Assiqns. The provisions of this Agreement shall inure to the benefit of and shall apply to and bind the successors and assigns of the Parties. 1O.7 Contractor Principals and Representatives. The following principals of Contractor ("Principals") are hereby designated as being the principals and representatives of Contractor authorized to act in its behalf with respect to the work specified herein and make all decisions in connection therewith:

Jeffery Dunn CEO/President
(Name)
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(Title)
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(Name) (Title)
(Name) (Title)
It is expressly understood that the experience, knowledge, capability, and reputation of the Principals were a substantial inducement for City to enter into this Agreement. Therefore, the Principals shall be responsible during the term of this Agreement for directing all activities of Contractor and devoting sufficient time to personally supervise the Services hereunder. All personnel of Contractor, and any authorized agents, shall at all times be under the exclusive direction and control of the Principals. For purposes of this Agreement, the Principals may not be replaced nor may their responsibilities be substantially reduced by Contractor without the express written approval of City.

10.8 Citv Contract Administration. This Agreement shall be administered by a City employee, Brad Skeene, Parks and Facilities Superintendent ("Contract Administrator"). All correspondence shall be directed to or through the Contract Administrator or his designee. lt shall be Contractor's responsibility to assure that the Contract Administrator is kept informed of the progress of the performance of the Services and Contractor shall refer any decisions which must be made by City to the Contract Administrator. Unless otheruvise provided by applicable law, the Contract Administrator shall have the power to act on behalf of City for all purposes under this Agreement.

Unless otherwise provided in this Agreement, Contractor shall not accept direction or orders from any person other than the Contract Administrator or his designee.

10.9 Notices. Any written notice to Contractor shall be sent to:

D3 Development Group
Attn: Jeffrey Dunn
1215 N Red Gum St # L
Anaheim, CA 92806
Any written notice to City shall be sent to the Contract Administrator at:

City of Yorba Linda
4845 Casa Loma Ave
Yorba Linda, CA 92886
Attn: Brad Skeene, Parks and Facilities Superintendent
with a copy to
City Clerk
City of Yorba Linda
4845 Casa Loma Ave
Yorba Linda, CA 92886
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Any notice, demand, request, document, consent, approval, or communication either Party desires or is required to give to the other Party or any other person shall be in writing and either served personally or sent by prepaid, first-class mail. Either Party may change its address by notifying the other Party of the change of address in writing. Notice shall be deemed communicated at the time personally delivered or in seventy-two (72) hours from the time of mailing if mailed as provided in this Section. 1 0.10 Rights and Remedies. Except with respect to rights and remedies expressly declared to be exclusive in this Agreement, the rights and remedies of the Parties are cumulative and the exercise by either Party of one or more of such rights or remedies shall not preclude the exercise by it, at the same or different times, of any other rights or remedies for the same default or any other default by the other Party.

10.11 lnteqration. lnterpretation. This Agreement, including Exhibits A and B, represents the entire and integrated agreement between City and Contractor and supersedes all prior negotiations, representations, or agreements, either written or oral.

The terms of this Agreement shall be construed in accordance with the meaning of the language used and shall not be construed for or against either Party by reason of the authorship of this Agreement or any other rule of construction which might othenryise apply.

10.12 Counterparts. This Agreement may be executed in multiple counterparts, each of which shall be an originaland allof which together shall constitute one agreement.

10.13 Execution of Contract. The persons executing this Agreement on behalf of each of the Parties hereto represent and warrant that (i) such Party is duly organized and existing, (ii) they are duly authorized to execute and deliver this Agreement on behalf of said Party, (iii) by so executing this Agreement, such Party is formally bound to the provisions of this Agreement, and (iv) that entering into this Agreement does not violate any provision of any other agreement to which said Party is bound.

10.14 Nondiscrimination. Contractor covenants that, by and for itself, its heirs, executors, assigns, and all persons claiming under or through them, that in the performance of this Agreement there shall be no discrimination against or segregation of, any person or group of persons on account of any impermissible classification including, but not limited to, race, color, creed, religion, sex, marital status, sexual orientation, national origin, or ancestry. Contractor shall take affirmative action to insure that applicants are employed and that employees are treated during employment without regard to their race, color, creed, religion, sex, marital status, sexual orientation, national origin, or ancestry.

10.15 No Third Partv Beneficiaries There are no intended third-party beneficiaries under this Agreement and no such other third parties shall have any rights or obligations hereu nder.
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10.16 Nonliability of City Officers and Employees. No officer, official, employee, agent, representative, or volunteer of City shall be personally liable to Contractor, or any sùccessor in interest, in the event of any default or breach by City or for any amount which may become due to Contractor or to its successor, or for breach of any obligation of the terms of this Agreement.

10.17 No Undue lnfluence. Contractor declares and warrants that no undue influence or pressure is used against or in concert with any officer or employee of City in connection with the award, terms or implementation of this Agreement, including any method of coercion, confidential financial arrangement, or financial inducement. No officer or employee of City shall receive compensation, directly or indirectly, from Contractor, or from any officer, employee, or agent of Contractor, in connection with the award of this Agreement or any work to be conducted as a result of this Agreement.

10.18 No Benefit to Arise to City Employees. No member, officer, or employee of City, or their designees or agents, and no public official who exercises authority over or hað responsibilities with respect to this Agreement during his/her tenure or for one (1) year thereafter, shall have any interest, direct or indirect, in any agreement or subâgreement, or the proceeds thereof, for the Services to be performed under this Agreement.
[Signatures on Following Page]
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'X
CITYofYORBA LINDA Contract Services Agreement | 28
lN WITNESS WHEREOF, the Parties hereto have executed and entered into this Agreement as of the Effective Date.

CITY OF YORBA DA D3 DEVELOPMENT GROUP
By a"//.t - D¿az*
Mark Pulone, City Manager
Attest:
/o{/ I
Name:

Jeff Dunn
Ti¡e: CEO / President
ìrr\q^u h"lbr¡,--
Marcia Brown, City Clerk
By: /ar,r44¿
Ðr¿otnt
Approved as to Form Name:

James Dunn
Tile: Secritary / Treasurer
Todd City Attorney
[Note: 2 officer's signatures required if
Contractor is a corporation, unless
provided with a certificate of secretary inlieul
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EXHIBIT A

SCOPE OF SERVICES
Services shall include Exterior Soffit Renovation services, including labor, materials, services and equipment is the total amount of all lump sum items and of all unit price sums, determined by multiplying the unit price for each item times the actual quantity of each such item, in the amount not to exceed TWO HUNDRED TWENTY FIVE THOUSAND NINE HUNDRED FORTY DOLLARS ($225,940) as further detailed in the attached pages (if any). lf the Services include Services pursuant to a request for proposals or bid, the Services shall include the work contemplated by the entire "Bid Package" or "Request for Proposals" for the Services, including all plans, addenda, documentation, and specifications attached thereto. A copy of the Bid Package and/or Request for Proposals, as applicable shall be retained with a copy of this Agreement. Contractor shall keep a copy of the same for at least three (3) years following termination of this Agreement.

IATTACH BrD PACKAGE / SCOPE OF WORKI
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CITYoIYORBA LINDA

REQUEST FOR PROPOSALS

EXTERIOR SOFFIT RENOVATION
ÐEPARTMENT OF PARKS AND RECREATION
714-735-6901
RFP Circulation Date:

December 2024
Proposals Submission Deadline:

No later than 9:00 AM (PST), Thursday, January 9,2025
City of Yorba Linda
City Clerk's Office
4845 Casa Loma Avenue
Yorba Linda, California 92886
3?th PNSSIDE¡'T TF fHE
Uf{ITEO STÂÏ€5
BIßTXPLÂçg OF ITilXOX
IoRA
*
P
c 19 PoR¡rt9
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Biûefs Information
Bidder certiñes that üìe following information is tn¡e and conec{:

Bidde/s Name D3 Development Group
Business Address
1215 N Red Gum Street Suite L Anaheim CA 92806
Telephone ø14 858{656
State Contrac{o/s License No. and Class
1050432
OriginalDate lssued
oa21no1g Expiration Date
o2t28t2025
Contractois DIR 1000624960
The following are the nameq tttles, addresses and tdephone numbers of all indivktuals, firm members, pãrtnen, joint ventures and/or corporate oficers having a prirrcipal interest in this Proposal:

Jeffrey Dunn CEO / President 1215 N Red Gum Street Suite L Anaheim CA 92806 71rH58-0656 The dates of any voluntary or involuntary bankruptcy
jr¡dgments against any principal having an
interest in this Proposal arc as follors:

NA
All ct¡nent and prior DBAs, alias and/or fic{itious business names for any pincipal having an interest in this Proposal are as follows:

NA
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BIDDER'S NAME OS Development Group

LIST OF SUBCONTRACTORS
BIDDER proposes to subcontrec{ certain portions of the work, and to procure materials and equipment from suppliers and vendors as follows:

Subcontraclor
License No. and
Percent of Total
Soecific ltems of Work
Subcontractor
License and
Percent of Tolal Contrad '__-
Specific ltems of Work
Subcontractor
License No. and
Percent of Total
Specillc ltems of
lalacc
Subcontractor
Address
License No.

Percent of Total
Soecific ltems of Work
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SIDDER'S NAME D3 DeveloPtlent GPUP
STATENENT OF TECHilICAL ABILITY AIID EXPERIENCE
The Conüactor is required to state what work of a similar character to that included in the proposed Contract he has successft.rlly performed, especially for puHic agencies, and give ieterences which will enable the City tojudge his responsibili$, experience, skill, and business and financial standing. Detail any involvement, past or cunent, relatÍve to litigation or other disputes, if any, conceming your performance.
-
tltlhittier City Sdìool Distrid - Scott Brewer - (71it) 73ffi90'l Muliþb poieds consisting of roofrg, famirìg, painting. flooring' c¡.¡¡¡ læ¡ll dãdriÆl # d.
- Pamona Scfiool Distrll - Jefi Goakþy - (951) 52$2551 MtJiþle projêcrs cofltústing of rooñrE, fanìang, paidiU, nooñæ, eft¡r¡¡ dwall alc¡{ri¡¡l mnriËle êtc-
- Gal?bmai Science Cer¡ter - Megan l(dbr- (213) 7¡14-7519 Fractng, dryrvaü, cþcûical - Landrys, lnc. - Marc Ebe¡þ - Ç111)
lsl-2154 Cof6fste, liþ. elecüical' stucco, Dehl, dryudl' dwnå¡u' elc.

C|TYo/YORBA LIXDA RFP
. Exlerior Soñìt Renovation Page | 15

Page 2353 of 2424 ends

BTDDER'S NAME D3 Development Group

REFERENCES
Ttæ îollowing are the nemes, addresses and tdephone numbers for at least tñræ public agencies br whicfi Bidder has perbrmed similar wort within the past two yeers:

Whittier City School District - Scott Brewer 71+735€901 10626 EorangeGroveAw, wìínþr, cAe0601 Pamona Unified School District- Jeff Goakley - (951) 5292551 800 S Garey Ave, Pomona, CA 91766 - Califomai Science Center - irlegan Kell€f - (213) 7¡14-7519 ZOO E¡çoJlir¡n pa¡¡ Dr, Los Angeles, CA 90037

DESIGNATION OF SURENES
The following are the names, address and telephone numbers for all brokers and sureties from whom Bidder intends to proanre insuranæ and bonds:

Preferred American lnsurance Steve Daniels
P.O. Box 79498
Corona, CA.92877
EE8-745-0002
1t6t2025
Date
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Page 2354 of 2424 ends

BTDDER'S NAitE D3 Dereloprlgnt Group
COI{TRACTOR'S STATETEI{T OF PAST GOJ{TRACT I'ISOUAUFrcANOÌI The Contracior is ¡equired to state any and all instane¡s of being disqualilied, remoYed, or ottrerwise prerrented from triüing on or compþting any ønüact for consüuction or maintenance.

1. Have you ener been dlsqrnfified from any contred or has any contraci to wtticfi you have bêen a party, been teminated for any reæon?
Yes No '/

2. lf yes, elplain the circr¡rstances:
(attaû additftmal strets if neæaty)
Ðate
1t6t2025 Sþnature of Contactor
C|TYo/YORBA LIHDA RFp' ExtenorSolñtRenovat¡on Page
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Page 2355 of 2424 ends

&o
úttï,*'hed

PROFOSAL
lN WITNESS VWEREOF, Bilderelecutes and sråmbthb wthüe nemas tiües, hands and se¡ls of allJolenanred pin¡pab t'tÊ i't16-
2w?¡rr;.{
tlryor
BIDDER
I
e L
Subssibed and worn to thb _ dry of

NOTARY PUBLIC
20'25.

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Page 2356 of 2424 ends

BID BOND
KNOWALL MEN BYTHESE PRESENTS, thAt
Western Surety Company
held and firmly bound unto
($ 24,000 ), which is ten percent (10%) of the total amount bid by BIDDER to AGENCY forthe above stated project, for the payrnent of which sum, BIDDER and SURETY agree to be bound, jointly and severally, firmly by these presents.

THE CONDITIONS OF TH¡S OBLIGATION ARE SUCH THAT, WhETEAS BIDDER iS AbOUt tO SUbMit a bid to AGENCY for the above stated project, if said Bid is rejected, or if said Bid is accepted and a Contract is awarded and entered into by BIDDER in the manner and time specified, then this obligation shall be null and void; othenvise it shall remain in fullforce and effect in favor of AGENCY.

WITNESS our hands 1¡¡s 9th daY of
January 2025
(Seal)
D3 Development GrouP, lnc.
- TYPE

THE CITY OF
Twenty Four
YORBA LINDA as AGENCY, in the
Thousand
as BIDDER, and as SURETY, are
penal sum of:

Dollars
RATI
\
By:

Secretary/Treesurer
NOTE: SIGNATURE OF CORPORATE OFFICIALS MUST BE NOTARIZED By:

CITYo/YORBA LINDA RFP' ExteriorSoffitRenovation Page
|
19

Page 2357 of 2424 ends

Bro BoND (PAGE 2)
(seal)
Western Surety Company
SURETY's Nam+Type
P.O. Box 50Zl
By:

Mailing Address
Sioux Falls, SD
Steve Daniels
Narne
Attomey-ln-Fact
Title
NOTE: SIGNATURE OF SURETY OFF¡CIALS MUST BE NOTARIZED.

BOND APPROVED AS TO FORM:
ciry Attom{- clw oF YoRBA LTNDA
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| 20

Page 2358 of 2424 ends

kn Suretycpfftpany
POìTER OF ATTOßNET. CERTIFIED COPT
EondNo.
67313764
Know All Men By lteae [hes€Dts, tbåt WESÍIERN SUnEIY COMPAI\¡Ií, a ccDqation dr¡ly org¡nized end esi*iry r¡¡der the t"r" ottU" sãte of so:"tu o"fot", and baving itå principal office in sio¡r Fatla South Dakota (the 'Company), do¿s by these PreEørts iaþ,c.onnüubanileppoiaü Steven Scott Daniels
ita beh¡lfas $r¡¡ety, boud¡fon
PrincipaÌ D3 Development Group, Inc.

Obligee: CitY of Yorba Linda
Amou¡t: 91,000,000.00
¡¡d ro bi¡d the Compa¡y tberrby ar frrlþ a¡d to the s¡De ertsnt as if ¡uù bonds were aigned by tbG yqe Presi&¡Ç asaled with tbs r""p"*t"*"fof the'Corip¡nyaiaaUyäu"ut ¿tVitsSocr€tsry,heæbyntifyingand conûming alt-thlt the saidatroras!'(rli¡' i;.ú;td" ãthin the aUoæ strt"¿ ti¡o¡t tio¡¡.
galit appointnint is msde urdor a¡d by authøity of the b[owiag bvl¡w of Westom Surety Compa¡y çhich rcnsi¡g in ñ¡llfotæ and eüect
'S"cdoi ?, AI bonds, policieq u¡dert¡Linge, Powers of Attcaey or otàer obligntion¡ of the ccloration ¡h¡ll be e¡ecut¿d i¡ tbe -tp*"æ
*-e of the Coii*y by tbe Ptesident, Seúretâry, any A¡sisttlt Socætåry, T¡east¡¡€!, or any lnce hetident or by orr,h itË*
"m".-
a¡ the Boo¡d åf f¡L"å.* may authotize. lbeP¡,e¡id¿¡L any Vice Pree¡d,ent, Secretarv any Aeeirtant Secretaty, or the fl";"*t may appo¡nt Attomef's in Fact ór agents who ¡hall har¡e agthorip to i¡sue bondq polici€q or uadertakingr in the n¡me of t¡, ø.p-il 1il" *naont" .å"1 i" ¡ot ¡eceúary for tbe validity of any bonde, poticùea, r¡¡¡d€rtatinga, Pou¡er¡ of Atørney or otùer OUg"l¡rir ã} OC coçoåtion. Ibe rigaature of a¡i n¡ch oñcer a¡rl tùe corporaæ seal may be printerl by facsimfle." Tbio power of Aitoraey mey be sign€d by digital signatue a¡d ¡ealed by a digital or otbtwi¡ê eþcbonic.formattad corporate eeal ""¿* "r¿
Ui tt" autboritrof tbe folbci¡ng Beeotution' aøpte¿ by tbe Board of lli¡ectore of the Oompany by unanimous wÌitten consenù dated the 27tb d¿y oûAprit, 2022:
8ESOLVEII: l'bÁt ii is in tbe best ¡¡teÌest of the Comp¡ny to pe¡iodicruy ratify and co¡6rm aDy colpo¡.8te dosunents ¡igned by digital eignah¡¡3s and to ¡atify ond oonfirn the rue of a digital or otåenri¡e eloct¡o¡içformatted oorporaæ ôê¡1, eacb to be itâ t¡ue snd ¡ttor¡ej¡(slin-Í¡ct, with full porrer a¡d authority hereby co¡fe¡¡eù þ êxecute, aclnowledge ¡nd deliver fo¡ and on con¡ide¡ed the ¡ct and deed of the Company''
IfBor¡dNo.6?313764
ignoti¡¡uedo¡orbeforemidnightof April gt'tl' 2025 , âll this Power of Attoroey eh¡ll e¡çi¡e and tÆ!¡inetêÊûSåËù;gr itsYice President, t¿rry Ka¡æ¡, and its }VESTERN SURET COMPANY
caused theee preeetrtÊ to bê
Januârv
Q¡ thi¡ 9th day of
Lar¡y l(asteû, who being to me rluly snvora,
Jånuarv in the per 2 0 2 5 , befor= me, a notary public, petronally appeered tbat he
"i8ned
the ¡boræ Powet of Attomey ae the afctoaid o.ñce¡ of
8g
seid
My Coímission Expires February 12. 2021
the oEcerof Weste¡n Sr¡¡ety Company, a stock cot¡oration of the State of South Dakot¡. do hereby certi$ tlrat the ¡tt¡ched Pmær of Atorney i¡ i¡ ñ¡ll foræ a¡d etreæ a¡rd i¡ irevocablê, anil furthemo¡e, that Section 7 of the bylawe of the Company a¡ eot forth i¡ the Power ofÀttorney i¡ now in fo¡ce.

In teetimony whereol Ihaw hereunto eet ¡ny ha¡d ¡nd seal of[lettern Surety Company ¡¡¡ 9th dey of Januarv , 2025

WES N SURE COMPANY
LSttY K¡¡æn, viceheddeat
To validato bond autrhe¡tiolty, go to wçç.cn¡surety.com > Owaer0bligee Sewices > Valid¡t¿ Eond to be the volirntary act of saidconoration
åÅr^J @
S. GREEN
Ì.þl ¡l?l¡ll¡c
SCIIÍH
-¡IIOTA 16\
\øltÈ/
Foon F530SÉ20iül
Coverrge.

Page 2359 of 2424 ends

A mt¡ry nÈtic a dhs olllcrr cüpþ¡lB üf6
caltllbcls writcr ùly thð ldaüty of lhc hdvldr¡cl
trÛlo s¡gnd ûr dou¡rer{ b wtrlcñ tHc ütfrcio ¡B
db.h€d. ild not lha ùutlfuhcas. socufrcy. of
vdûv oltllll dûrfiîtrt
e',lÌþtl¿ed câFdly(h6). üd ûlel by ltrÊt lhd sþnarure(s) on th€ ¡nstn¡vËnl tho poilql(s). s lÞ €nllly upm behdl ol wñ¡ch ürê pelsor{Ê) sctod, er¿a¡ted Üìe hsùuìent.

I cãrlfy undar PEI{ALTY OF PERJURY ¡,ndc thc lâß ol lhe Slle of Cdlþmi¡N üral Üro foÞgping pragrçh ls fuc üxt ooræL
WTNESS my hand and oflldal sË|.
sþnatura l8.d)
On
Orånge )
ACK]ItrT.ETXiTEilT
(llrylnrnôrnd üll. of tro ofi€r)
1,o?.6 bdaerne. G. K. tllþr, Î{otry È¡bfc
.@rlìt|or
lndrumsrl ãd ælnslcdgEd þ r¡c üìd
p*cañ(cl tdr*€ mtrq tþfrra
e¡¡bslbd b hs u,tthln ldn¡tlEysrcqt€d lhc ¡ena ln
who pmwdlom¡ on tlp anldqnæ toåa lh.
stEb of cellmúa
Comtyd
psrsduly âppecred
+ ht+otchel
4ìo wTcç

Page 2360 of 2424 ends

NONCOLLUSIOI{ AFFIDAVIT

STATE OF CALIFORNIA)
CoUNTYOFORANGE )
)SS
$
that
foregoing that such is not in
being first duly swom, dePoses and saYs
owner, a partner, president, etc.) of
the party making the
of or behalf of any undisclosed Person,
partnership, company, association, organization or corporation; that such Bid is genuine and not collusive or sham: that said Bidder has not direc{ly or indirecüy induced or solicited any other bidder to put in a sham Bid, orthat anYone shall refrain from bidding; that said Biclder has notin any manner directly or indirec'tly sought by agreements' communication or conÞrence wiüt anyoneto fx the bid price of said Bidder or of any other bidder, or to fx the overhead, profit or cost element of such bkl price or that of anY other bidder, or to secure any advantaç against the public body awardirg the contract or anyone interested in tfre proposed Conbact; that all statements contained in such Bi<l are true and, further, that said Bi<Jder has not directly or indireclly sr¡bmitted his bid Price, or any breakdown thereof, or the oontents tÌrereot or divulged information or data relatirre thereto, or Paid and will not pay any fee in connection herewith, to any organization, bitl depository orto any member or persons as have a parürership or oürer ñnancial interestwith said Bidder in his general business, Signed
T¡fe
Subscribed and swom to before me
this
-
day of 2025.

Seal of Notary
Notary Public
CITYofYORBA LINDA RFP' E¡leriorSoffitRencvation Page
| 21

Page 2361 of 2424 ends

BIDDER'S NAME D3 Dewloprnent Group
8ID SCHEDULE

TOTAL BID SCH
Two hundred twenty llve nine hundæd forty
TOTAL BID SGHEDULE BID ATOUTT IN 940.00
) i 225.190.00
I Demo and instalbtion I LS
$750.00
( Mobilization 1 LS
TOTAL
PRICE
UNIT
PRICE
UNIT
TYPE

ESTIMATED

QUANTITY
ITEM

DESCRIPTION
GlTYof YORBA LtilDA RFP' Exterior sofrt Renovation Pagel22

Page 2362 of 2424 ends

CERTIFICATION OF PROPOSAL TO T}IE CITY OF YORBA LII{DA

1. The undersigned hereby submits its proposal and, by doing so, agrees !o
fuq¡lll servicæ
to the City ¡ñ accordance with the Request for Proposal (RFP), dated May 2924, and lo be bound by the terms and conditions of the RFP.

Z. This firm has caretully reviared its proposal and understands and agrBes that the City is not responsible for ãny enors or omissions on the part of the proposer and that the proposer is resPonsible brthem.

3. lt is understood and agreed that the City reserves the right to accept or reject any or all proposals and to waive any informalig or ineguladty in any proposal received by the City.

4. The proposal includes allof the commentary, figures and data required by the Requestfor Proposal, dated Decembr 2025
S. This firm understands that all work at Black Gold Golf Club must be performed in at least two phases to allow for partial use of the parting lot at all times.

6. The proposal shall be valid tor 120 days from December 2024.

Name of Development
By
Trrm Nama.JefügV Dunn r
trv
rrs¡rrv,
CEO I President
1t612025
C|TYo/YORBA LINDA RFP Exterior Soffrt Renovation Page | 23

Page 2363 of 2424 ends

¡f I
l\¡
D3 Development Gro
Construct¡of¡ Seruices
License #: 1050432
tlass. B, Cl0, CIS
PWC #: 1000ii24960
up
%rc/ fl^f Qx'P*ç.uv &JY"ñ'.r Ç{vro"'rc,,tln"'-'
ffi Qt"r,e \crynnøn"r flvlrt+w
C-t L\¿vvås ôtrr1 <L
L\ ..,g 1tl' lan Lrr'^'czth *\
4b4s C f¡-S'l Lcz!¡vrø vA'/<
\vvlaa Utl^oÀ^ r çp AvøAv
l?t'lrr'lr.¡ ., r irrvt,¡,
714.931.7079
Trist¡ns¡030evelopmentGroup Com
'r' 'r *r'rr ,,,r¡ tr i¡r.¡Jri,,r¡
I'hl /t'NV, I iirr.v,,lrrrrrrrr.lrt. ,,r ¡r
Trrstln Prrce
I',)ì|i

Page 2364 of 2424 ends

PAYMENT BOND
Bond Number: 67456091
KNOW ALL PERSONS BY THESE PRESENTS, That we D-3 Devel-opment Group, Inc. 121.5 N. Red Gum St. , Ste. L, Anaheim, CA 92806
refened to as the Principal, and
I,ÙESTERN SURETY COMPANY
as Surety, are held and f¡rmly bound u¡te city of lorba Linda of
hereinafter
tor hereinafter
referred to as the Obligee, in the sum of Two Hutdred _lwenty Five Thqusand and 00/100 Dollars ($ 225' 000.00
),
for the payment of which we bind ourselves, our legalrepresentatives, successors and assigns, jointly and severally, firmly by these presents.

WHEREAS, Principal has entered into a contract with Obligee, dated 1s E.h day of Ap¡i 1 2025 , for E:<teri-or Sof fit Renovation
copy of which contract is by reference made a part hereof.

NOW, THEREFORE, if Principal shall, in accordance with applicable Statutes, prompüy make payment to all persons supplying labor and material in the prosecution of the work provided for in said contract, and- any and all duly authorized modifications of said contract that may hereafter be made, notice of which rnodifications to Surety being waived, then this obligation to be void;otherwise to remain in fullforce and effect.

No suit or action shall be commenced hereunder
(a) After the expiration of one (1) year following the date on which Principal ceased work on said contract it being understood, however, that if any limitation embodied in this bond is prohibited by any law controlling the construction hereof such lim¡tation shall be deemed to be amended so as to be equal to the minimum period of limitation permitted by such taw.
(b) Other than in a state court of competent jurisdiction in and for the county or other political subdivision of the state in which the project, or any part thereof, is situated, or in the United States District Court for the district in which the project, or any part thereof, is situated, and not elsewhere.

The amount of thís bond shall be reduced by and to the extent of any payment or payments made in good faith hereunder.

SIGNED, SEALED AND DATED this 19th day of , April 2025
D3 Developm,ent Inc.
cipal)
By 4ÀA * (Seal)

SURETY COMPANY
Form F8578
By
Steven
(Sureù)
M- (sear)
Scott Daniels Attorney-in-Fait

Page 2365 of 2424 ends

PERFORMANCE BOND
Bond Number: 6745609I
KNOW ALL PERSONS BY THESE PRESENTS, That we _ _D3 p_eyelqpmenr G¡oup,,,,'rnç.. of
92806
, hereinafter
referred to as the Principal, and
i,{ESTERN SIJRETY COMPANY
as Surety, are held and firmly bound unto city ç! Yofþa Li-nda þ*
, hereinafter
rEúerrcd to-astheObligec,-in the sum of !iç.9 .i{u¡¡d::ed !¡içnty Five Thous_and a¡_d.. 04,1 lgO _ Dollars ($?2-5, q-Oq
'-00
),
for the payment of which we bind ourselves, our legal representatives, successors and assigns, jointly and severally, firmly by these presents.

WHEREAS, Principal has entered into a contract with Obligee, dated the 15th day of AprrJ _ 2Q25 . , for Exlg¡igr Sgffit.RenqvaLion
NOW' THEREFORE, if the Principal shall faithfully perform such contract or shall indemnify and save harmless the Obligee from all cost and damage by reason of Principal's failure so to do, then this oáligation shall be null and void; othenruise it shall remain in full force and effect.

ANY PROCEEDING, legal or equitable, under this Bond may be instituted in any court of competent jurisdiction in the location in which the work or part of the work is located and shall be instituted within twó years after Contractor Default or within two years after the Contractor ceased working or within two years after the Surety refuses or fails to perform its obligations under this Bond, whichever occurs first. lf ihe provisions of this Paragraph are void or prohibited by law, the minimum period of limitation available to sureties as a defense in the jurisdiction of the suit shall be applicable.

NO RIGHT OF ACTION shall accrue on this Bond to or for the use of any person or corporation other than the Obligee named herein or the heirs, executors, a<Jministralors or successors of the Obligee.

SIGNED, SEALED AND DATED this 1gtþ day of _gpri.J_ 202s _Ql
pev-.e_l_Apnçn¡ n
By (Seal)
S{,IRtsTY CQM-PAN
(Surety)
(Seal)
Form F4597
By
steven scott Daniels Attomey-in-Fact

Page 2366 of 2424 ends

Yorba Linda City CouncilJanuary 20, 2026

Yorba Linda City Council
January 20, 2026