Agenda — Bradbury City Council, December 13, 2022 (part 2 of 2)

Bradbury Road Extension
General Biological Assessment
Hernandez Environmental Services
17037 Lakeshore Drive
Lake Elsinore, California 92530
(909) 772-9009

TABLE OF CONTENTS

1.0 Introduction......................................................................................................................... 3

1.1 Project Location .............................................................................................................. 3

1.2 Project Description.......................................................................................................... 3

2.0 Methodology....................................................................................................................... 3

2.1 Literature Review............................................................................................................ 3

2.2 Field Survey .................................................................................................................... 4

3.0 Existing Conditions and Results......................................................................................... 4

3.1 Environmental Setting..................................................................................................... 4

3.2 Soils................................................................................................................................. 4

3.3 Plant and Habitat Communities ...................................................................................... 5

4.0 Sensitive Biological Resources........................................................................................... 5

4.1 Special Status Species..................................................................................................... 5

4.1.1 Special Status Plants................................................................................................. 5

4.1.3 Special Status Wildlife.............................................................................................. 7

4.2 Critical Habitat ................................................................................................................ 9

4.3 Nesting Birds................................................................................................................... 9

4.4 Wildlife Movement Corridors......................................................................................... 9

4.5 State and Federal Jurisdictional Drainages ................................................................... 10

5.0 Project Impacts.............................................................................................................. 10

5.1 Impacts to Habitats........................................................................................................ 10

5.3 Migratory Nesting Birds................................................................................................ 10

5.4 Impacts to Critical Habitat ............................................................................................ 10

5.5 Impacts to Wildlife Movement Corridors..................................................................... 10

5.6 Conflict with Local Policies or Ordinances Protecting Biological Resources.............. 11

5.7 Conflicts with the Provisions of an Adopted Habitat Conservation Plan, Natural Community Conservation Plan, or Other Approved Local, Regional, or State Habitat Conservation Plan ..................................................................................................................... 11

5.8 State and Federal Drainages.......................................................................................... 11

6.0 Recommendations............................................................................................................. 11

7.0 Certification ....................................................................................................................... 12

8.0 References......................................................................................................................... 13

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Bradbury Road Extension
General Biological Assessment
Hernandez Environmental Services
17037 Lakeshore Drive
Lake Elsinore, California 92530
(909) 772-9009

FIGURES
Figure 1 – Location Map
Figure 2 – Vicinity Map
Figure 3 – Site Plans
Figure 4 – Habitat Map
Figure 3 – Impacts Map

APPENDICES
Appendix A - Species List
Appendix B - Species Potential List
Appendix C - Site Photographs
Appendix D - Soils Map

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Bradbury Road Extension
General Biological Assessment
Hernandez Environmental Services
17037 Lakeshore Drive
Lake Elsinore, California 92530
(909) 772-9009

1.0 Introduction
HES was contracted by RKA Consulting Group, to prepare a General Biological Assessment (GBA) for the approximate 1.38-acre project area located within the City of Bradbury, Los Angeles, California. The purpose of this GBA is to identify any biological resources that may be present or have the potential to be present on or adjacent to the project area.

1.1 Project Location
The project site is located on Bradbury Road and Wildrose Avenue on the western border of the City of Bradbury adjacent to the City of Monrovia. The project site is bound by Deodar Lane to the north, Winding Oak Lane to the south, single family residential properties to the west, and Bradbury Estates community to the east. Regional access to the project site is available by Interstate 210 (I-210) and I-605 via Mount Olive Drive and Royal Oaks Drive. Specifically, the project area is located within the Azusa (Duarte) land grant in the of the Azusa United States Geological Survey (USGS) 7.5’ topographic quadrangle (Figure 2, Vicinity Map). The center point latitude and longitude for the project area are 34°08’58.4454” N and 117°58’55.6026” W.

1.2 Project Description
The project would widen Bradbury Road (Wildrose Avenue) from 24 feet to 36 feet, maintaining one lane in each direction, from Winding Oak Lane to Deodar Lane. Proposed widening would require right-of-way (ROW) acquisition north of Wildrose Avenue beyond the existing roadway ROW limits. Approximately 7,140 square feet of asphalt concrete pavement would be removed and replaced, and 2,582 square feet of pavement would be added as part of the roadway widening.

Several oak trees would be removed as a result of the proposed widening. Existing slopes adjacent to the roadway would be regraded and a new retaining wall would be installed north of Wildrose Avenue. The project would also include associated hardscape and landscaping improvements along the roadway. Refer to Figure 3, Site Plans.

2.0 Methodology

2.1 Literature Review
HES conducted a literature review and reviewed aerial photographs and topographic maps of the project location and surrounding areas. The following USGS quads were used to query the California Natural Diversity Database (CNDDB): Azusa, Mt. Wilson, El Monte, Baldwin Park, San Dimas, Glendora, Crystal Lake, Waterman Mtn., and Chilao Flat. Additional resources reviewed during the literature search included the United States Fish and Wildlife (USFWS) Endangered Species Lists, and the California Native Plant Society's (CNPS) Rare plant lists to obtain species information for the project area.

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Bradbury Road Extension
General Biological Assessment
Hernandez Environmental Services
17037 Lakeshore Drive
Lake Elsinore, California 92530
(909) 772-9009

2.2 Field Survey
On August 11, 2021, HES conducted a field survey of the approximate 1.38-acre project area.

Ambient temperature at 8:10 AM was 73° Fahrenheit, sunny, with winds ranging from 0 to 2 miles per hour from the southwest. The purpose of the field survey was to document the existing habitat conditions, obtain plant and animal species information, view the surrounding uses, assess the potential for state and federal waters, assess the potential for wildlife movement corridors, and assess for the presence of critical habitat constituent elements.

The 1.38-acre project area was surveyed by walking linear transects approximately 50 feet apart were walked for 100 percent coverage. All species observed were recorded and Global Positioning System (GPS) way points were taken to delineate specific habitat types, species locations, state or federal waters, or any other information that would be useful for the assessment of the project area.

A comprehensive list of all plant and wildlife species that were detected during the field survey within the project area is included in Appendix A. Sensitive plant and wildlife species with the potential to occur within the project area are listed in Appendix B. Representative site photographs were taken and are included within Appendix C.

3.0 Existing Conditions and Results

3.1 Environmental Setting
The project area is located within the city of Bradbury in Los Angeles County, California. The project area consists of the existing Bradbury Road alignment, developed areas, and coast live oak woodlands. Onsite elevations range from 617 feet above mean sea-level (AMSL) to 643 AMSL.

Surrounding land uses include residential and agricultural development.

3.2 Soils
Two soil classes are identified to occur on the project area by the USDA Web Soil Survey.

Onsite mapped soils are described in Table 1.

Table 1
Onsite Soil Types
Unit Name Unit Symbol Slope
Urban land-Soboba complex 1006 0 to 5 percent slopes
Urban land-Azuvina-Montebello
complex 1138 0 to 5 percent slopes

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Bradbury Road Extension
General Biological Assessment
Hernandez Environmental Services
17037 Lakeshore Drive
Lake Elsinore, California 92530
(909) 772-9009

3.3 Plant and Habitat Communities
The project area contains two habitat types, including 1.09 acre of developed areas and 0.29 acre of Coast live oak woodland habitat (Figure 4, Habitat Map). Following is a description of each habitat type:

Developed Areas
The project area contains approximately 1.09 acres of developed areas. These areas include single family residential properties and paved roads. Vegetation is these areas consists of ornamental species including Trailing lantana (Lantana montevidensis), Avocado tree (Persea americana), paperflower (Bougainvillea sp.), and Japanese privet (Ligustrum japonicum).

Coast live oak woodland
The project area contains approximately 0.29 acre of coast live oak woodland dominated by coast live oak (Quercus agrifolia). Other species noted within this habitat include, laurel sumac (Malosma), southern California walnut (Juglans californica), and poison oak (Toxicodendron diversilobum).

4.0 Sensitive Biological Resources

4.1 Special Status Species
A total of 55 sensitive species of plants and 51 sensitive wildlife species have the potential to be present on, or in the vicinity, of the project area. This includes those listed, or candidates for listing by the USFWS, the California Department of Fish and Wildlife (CDFW), and the CNPS. All habitats with the potential to be used by sensitive species were evaluated during the site visit and a determination has been made for the presence or probability of presence within this report. This section will address those species listed as Candidate, Rare, Threatened, or Endangered under the state and federal endangered species laws. Sensitive species which have a potential to occur will also be discussed in this section. Other special status species are addressed within Appendix B.

4.1.1 Special Status Plants
A total of 8 plant species listed as state and/or federal Threatened, Endangered, or Candidate species, or 1B.1 listed plants on the CNPS Rare Plan Inventory have been found to have a potential to exist on the project area, as determined within Appendix B. The site visit was not conducted during the blooming season for the majority of these plant species.

Braunton’s milk-vetch
Braunton’s milk-vetch (Astragalus brauntonii) is a federally listed Endangered species and is ranked 1B.1 in the CNPS Rare Plant Inventory. It is usually found in recently burned or disturbed

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Bradbury Road Extension
General Biological Assessment
Hernandez Environmental Services
17037 Lakeshore Drive
Lake Elsinore, California 92530
(909) 772-9009
areas, usually on sandstone with carbonate layers. It requires shallow soils to defeat pocket gophers and open areas, preferably on hilltops, saddles, or bowls between hills. Its habitat includes chaparral, coastal scrub, valley, and foothill grassland. No habitat for this species is present on the project area. This species is not present.

Thread-leaved brodiaea
The thread-leaved brodiaea (Brodiaea filifolia) is a federally Threatened, state Endangered and a CNPS 1B.1 listed plant. This species is usually associated with annual grassland and vernal pools and is often surrounded by shrubland habitats. Its habitats include chaparral, cismontane woodlands, coastal sage scrub, valley and foothill grasslands, vernal pools and wetland. No habitat for this species is present on the project area. This species is not present.

Southern tarplant
Southern tarplant (Centromadia parryi ssp. australis) is ranked 1B.1 in the CNPS Rare Plant Inventory. It is found in marshes and swamps (margins), valley and foothill grassland, vernal pools. No habitat for this species exists on the project area. This species is not present.

Parry’s spineflower
Parry’s spineflower (Chorizanthe parryi var. parryi) is ranked 1B.1 in the CNPS Rare Plant Inventory. The species occurs in dry, sandy soils on dry slopes and flats. Its habitat includes coastal scrub, chaparral, cismontane woodland, valley, and foothill grassland. No habitat for this species is present on the project area. This species is not present.

Slender-horned spineflower
Slender-horned spineflower (Dodecahema leptoceras) is a federally and state listed Endangered species and is ranked 1B.1 in the CNPS Rare Plant Inventory. This species is typically found near flood deposited terraces and washes. Its habitat includes chaparral, cismontane woodland, and coastal scrub (alluvial fan sage scrub). No habitat for this species is present on the project area.

This species is not present.

San Gabriel Mountains dudleya
San Gabriel Mountains dudleya (Dudleya densiflora) is ranked 1B.1 in the CNPS Rare Plant Inventory. It is found in chaparral, coastal scrub, cismontane woodland, lower montane coniferous forest, riparian forest. No habitat for this species is present on the project area. This species is not present.

Mesa horkelia
Mesa horkelia (Horkelia cuneate var. puberula) is ranked 1B.1 in the CNPS Rare Plant Inventory.

It is typically found in sandy or gravelly sites. Its habitat includes chaparral, cismontane woodland,

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Bradbury Road Extension
General Biological Assessment
Hernandez Environmental Services
17037 Lakeshore Drive
Lake Elsinore, California 92530
(909) 772-9009
and coastal scrub. No habitat for this species is present on the project area. This species is not present.

Brand’s star phacelia
Brand’s star phacelia (Phacelia stellaris) is ranked 1B.1 in the CNPS Rare Plant Inventory. Its habitat includes coastal dunes and coastal scrub. No habitat for this species is present on the project area. This species is not present.

4.1.3 Special Status Wildlife
A total of 13 animal species are listed as threatened, endangered, or candidate species under state and federal endangered species laws, or for special consideration under the California Environmental Quality Act. Following are descriptions of the 13 species and their potential of occurring on the site. (Note: Included in this list are California Species of Special Concern and other sensitive species that are present or have a potential to be present.) Arroyo Toad
Arroyo Toad (Anaxyrus californicus) is a federally listed Endangered species. The most favorable breeding habitat for this species consists of slow-moving shallow pools, nearby sandbars, and adjacent stream terraces. There is no habitat for this species on the project area. The species is not present.

Crotch bumble bee
Crotch bumble bee (Bombus crotchii) is a state Candidate Endangered species. Its located in coastal California east to the Sierra-Cascade crest and south into Mexico. Its food plan genera include Antirrhinum, Phacelia, Clarkia, Dendromecon, Eschscholzia, and Eriogonum. There is no habitat for this species on the project area. This species is not present.

Swainson’s Hawk
Swainson’s hawk (Buteo swainsoni) is a state listed Threatened species. The species favors open grasslands for foraging but also occurs in agricultural settings. They rely on scattered stands of trees near agricultural fields and grasslands for nesting sites. There is no suitable nesting habitat for this species on the project. The species is not present.

Santa Ana sucker
Santa Ana sucker (Catostomus santaanae) is a federally listed Threatened species. Its habitat includes aquatic and south coast flowing waters. This species prefers sand-rubble-boulder bottoms, cool and clear water, and algae. It is endemic to Los Angeles Basin south coastal streams.

The project area does not contain suitable habitat for this species. This species is not present.

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Bradbury Road Extension
General Biological Assessment
Hernandez Environmental Services
17037 Lakeshore Drive
Lake Elsinore, California 92530
(909) 772-9009
Western yellow-billed cuckoo
Western yellow-billed cuckoo (Coccyzus americanus occidentalis) is a federally listed Threatened and state listed Endangered species. This species typically nests in riparian jungles of willows, often mixed with cottonwoods, with a lower story of blackberry, nettles, or wild grape. It is found in riparian forest habitat. The project area does not contain suitable habitat for this species. This species is not present.

Southwestern willow flycatcher
Southwestern willow flycatcher (Empidonax traillii extimus) is federally and state listed as Endangered. The species breeds in dense riparian habitats along rivers, streams, or other wetlands.

Vegetation can be dominated by dense growths of willows, seep willow (Baccharis sp.), tamarisk (Tamarix sp.) or other large trees. The project does not have suitable habitat for this species. This species is not present.

Quino checkerspot butterfly
Quino checkerspot butterfly (Euphydryas editha quino) is a federally listed Endangered species.

This species is found in sunny openings within grassland, chaparral and coastal sage scrub. The species requires high densities of host/food plants which include, California plantain (Plantago erecta), woolly plantain (P. insularis), Coulter’s snapdragon (Antirrhinum coulterianum), Chinese houses (Collinsia concolor), and owl’s clover (Castilleja exserta). No suitable habitat for this species is present on site. This species is not present.

California black rail
California black rail (Laterallus jamaicensis coturniculus) is state listed as Threatened. The species is found in habitats such as brackish marsh, freshwater marsh, marsh and swamps, salt marshes, and wetlands. They prefer freshwater marshes, wet meadows and shallow margins of saltwater marshes bordering larger bays. The project does not have suitable habitat for this species.

This species is not present.

Coastal California gnatcatcher
Coastal California gnatcatcher (Polioptila californica californica) is a federally listed Threatened species and CDFW Species of Special Concern. The species range is limited to the California coast and is found only in coastal sage scrub. There is no suitable habitat on site. This species is not present.

Foothill yellow-legged frog
Foothill yellow-legged frog (Rana boylii) is state listed as Endangered and CDFW Species of Special Concern. This species is found in partly shaded, shallow streams and riffles with a rocky

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Bradbury Road Extension
General Biological Assessment
Hernandez Environmental Services
17037 Lakeshore Drive
Lake Elsinore, California 92530
(909) 772-9009
substrate in a variety of habitats. The project does not have suitable habitat for this species. This species is not present.

Southern mountain yellow-legged frog
Southern mountain yellow-legged frog (Rana muscosa) is a federally and state listed Endangered species. It is found in aquatic habitat. This species is always encountered within a few feet of water. Tadpoles may require two to four years to complete their aquatic development. The project area does not contain suitable habitat for this species. This species is not present.

Bank swallow
Bank swallow (Riparia riparia) is a state listed Threatened species. It nests primarily in riparian and other lowland habitats west of the desert. This species requires vertical banks or cliffs with fine-textured or sandy soils near streams, rivers, lakes, or oceans to dig nesting holes. Its habitat includes riparian scrub and riparian woodland. The project area does not have suitable habitat for this species. This species is not present.

Least Bell’s vireo
Least Bell’s vireo (Vireo bellii pusillus) is a federal and state listed Endangered species. This species is found in riparian forest, riparian scrub, and riparian woodland. Nesting habitat of this species is restricted to willow and/or mulefat dominated riparian scrub along permanent or nearly permanent streams. The project area does not contain suitable habitat for this species. This species is not present.

4.2 Critical Habitat
The project area is not within or adjacent to any federal critical habitat for endangered species.

4.3 Nesting Birds
Migratory non-game native bird species are protected under the federal Migratory Bird Treaty Act.

Additionally, Sections 3503, 3503.5, and 3513 of the California Fish and Game Code prohibit take of all birds and their active nests. Trees and shrubs located on the site can be used by nesting songbirds or raptors during the nesting bird season of February 1 to September 15.

4.4 Wildlife Movement Corridors
Wildlife movement corridors can be local or regional in scale; their functions may vary temporally and spatially based on conditions and species present. Wildlife corridors represent areas where wildlife movement is concentrated due to natural or anthropogenic constraints. Local corridors provide access to resources such as food, water, and shelter. Animals use these corridors, which are often hillsides or riparian areas, to move between different habitats. Regional corridors provide these functions and link two or more large habitat areas. They provide avenues for wildlife dispersal, migration, and contact between otherwise distinct populations.

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Bradbury Road Extension
General Biological Assessment
Hernandez Environmental Services
17037 Lakeshore Drive
Lake Elsinore, California 92530
(909) 772-9009
The project area is not located within a designated wildlife corridor or linkage. However, the project area was evaluated for its function as a wildlife corridor that species use to move between wildlife habitat zones. The project area consists of developed areas with adjacent coast live oak woodland. No hillsides or riparian areas occur on site. Furthermore, the project area is surrounded by residential development. No wildlife movement corridors are located on site.

4.5 State and Federal Jurisdictional Drainages
The project area does not contain any California Department of Fish and Wildlife (CDFW), United States Army Corps of Engineers (USACE), or Regional Water Quality Control Board (RWQCB) jurisdictional water features.

5.0 Project Impacts

5.1 Impacts to Habitats
The project area contains two habitat types, including 1.09 acre of developed areas and 0.29 acre of coast live oak woodland habitat. The proposed project would widen Bradbury Road (Wildrose Avenue) from 24 feet to 36 feet. Implementation of the proposed project would impacts approximately 0.65 acre of developed areas and 0.18 acre of coast live oak woodland habitat.

5.3 Migratory Nesting Birds
The project area contains shrubs and trees that can support nesting songbirds or raptors during the nesting bird season of February 1 through September 15. Potential impacts to nesting birds may occur if ground disturbing activities or vegetation removal occur during the bird nesting season.

Implementation of the measures identified in the Recommendations section of this report will ensure that potential impacts to nesting birds are less than significant.

5.4 Impacts to Critical Habitat
The project area is not located within designated federal critical habitat. No impacts to critical habitat would occur.

5.5 Impacts to Wildlife Movement Corridors
The project area is not located within a designated wildlife corridor or linkage. However, the project area was evaluated for its function as a wildlife corridor that species use to move between wildlife habitat zones. The project area consists of developed areas with adjacent coast live oak woodland. No hillsides or riparian areas occur on site. Furthermore, the project area is surrounded by residential development. The project site does not contain any wildlife movement corridors.

No impacts are expected.

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Bradbury Road Extension
General Biological Assessment
Hernandez Environmental Services
17037 Lakeshore Drive
Lake Elsinore, California 92530
(909) 772-9009

5.6 Conflict with Local Policies or Ordinances Protecting Biological Resources The project area contains trees that may be fall under the Bradbury Development Code, Chapter 118 - Tree Preservation and Protection regulations. Any development project that has the potential to remove prominent and/or significant trees will require a permit and submittal of a tree preservation and planting plan. The proposed project will result in the removal of coast live oak trees; therefore, a permit will be required.

5.7 Conflicts with the Provisions of an Adopted Habitat Conservation Plan, Natural Community Conservation Plan, or Other Approved Local, Regional, or State Habitat Conservation Plan
No impacts to any adopted Habitat Conservation Plan, Natural Community Conservation Plan, or Other Approved Local, Regional, or State Habitat Conservation plan are anticipated.

5.8 State and Federal Drainages
The project area does not contain any state or federally jurisdictional water features. No impacts to state and federal drainages would occur.

6.0 Recommendations
Implementation of the following measures will mitigate any potential impacts resulting from project activities.

Nesting Birds
• Project ground disturbing and vegetation clearing activities should occur outside of the bird nesting season of February 1 through September 15;
• If avoidance of ground disturbing and vegetation clearing activities cannot be implemented and these activities will occur during the bird nesting season, a qualified biologist shall conduct pre-construction nesting bird surveys during the nesting bird season within 3 days prior to vegetation removal and/or construction activities; and, • If active nests are found during nesting bird surveys, they will be flagged and a 500-foot buffer for raptors and a 250-foot buffer for migratory song birds, shall be installed around the nests. The buffers must remain in place until the young have fledged and the nest becomes unoccupied.

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Bradbury Road Extension
General Biological Assessment
Hernandez Environmental Services
17037 Lakeshore Drive
Lake Elsinore, California 92530
(909) 772-9009

7.0 Certification
“CERTIFICATION: I hereby certify that the statements furnished above and in the attached exhibits present the data and information required for this biological evaluation, and that the facts, statements, and information presented are true and correct to the best of my knowledge and belief.”
DATE 9/30/2021 SIGNED

PROJECT MANAGER
Fieldwork Performed By:

Elizabeth Gonzalez
Associate Biologist

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Bradbury Road Extension
General Biological Assessment
Hernandez Environmental Services
17037 Lakeshore Drive
Lake Elsinore, California 92530
(909) 772-9009

8.0 References
Burt, W. H., 1986. A Field Guide to the Mammals in North American North of Mexico. Houghton Mifflin Company, Boston, Massachusetts.

California Department of Fish and Wildlife (CDFW), Natural Diversity Database (CNDDB).

Accessed September 2021 California Department of Fish and Wildlife, Sacramento, California.

Garrett, K. and J. Dunn, 1981. Birds of Southern California. Los Angeles Audubon Society. The Artisan Press, Los Angeles, California.

Grenfell, W. E., M. D. Parisi, and D. McGriff, 2003. A Check-list of the Amphibians, Reptiles, Birds and Mammals of California. California Wildlife Habitat Relationship System, California Department of Fish and Game, Sacramento, California.

Grinnell, J., 1933. Review of the Recent Mammal Fauna of California. University of California Publications in Zoology, 40:71-234.

Hall, E. R., 1981. The Mammals of North America, Volumes I and II. John Wiley and Sons, New York, New York.

Hickman, J. C., ed. 1993. The Jepson Manual: Higher Plants of California. University of California Press.

Ingles, L. G., 1965. Mammals of the Pacific States. Stanford University Press, Stanford, California.

Jameson, jr., E. W. and H. J. Peters. California Mammals. University of California Press, Berkeley, Los Angeles, London. 403 pp.

List of Vegetation Alliances and Associations. Vegetation Classification and Mapping Program, California Department of Fish and Game. Sacramento, CA. September 2010.

Munz, P.A., 1974. A Flora of Southern California. University of California Press, Berkeley, California.

Peterson, R. 1990 A Field Guide to Western Birds. Houghton Mifflin Company, Boston, MA.

Sawyer, J.O., T. Keeler-Wolf, and J.M. Evens 2009 A Manual of California Vegetation, 2nd edition. California Native Plant Society Press, Sacramento, CA.

U.S Fish and Wildlife Service, 2014. Endangered and Threatened Wildlife and Plants. https://www.fws.gov/endangered/species/us-species.html. Accessed September 2021.

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Bradbury Road Extension
General Biological Assessment
Hernandez Environmental Services
17037 Lakeshore Drive
Lake Elsinore, California 92530
(909) 772-9009
USGS (United States Geological Survey). Azusa 7.5' Topographic Quadrangle. 1995, revised 2018.

Web Soil Survey. Available online at http://websoilsurvey.nrcs.usda.gov/. Accessed September 2021.

Zeiner, D. C., W. F. Laudenslayer, Jr., K. E. Mayer and M. White, 1990. California's Wildlife, Volume III Mammals, The Resources Agency, Department of Fish and Game, Sacramento, California.

FIGURES
Project Area Boundary
Legend
N Figure 1
Location Map
Bradbury Road Extension
City of Bradbury
Los Angeles County, California
Project Area Boundary
Legend N Figure 2
Vicinity Map
Bradbury Road Extension
City of Bradbury
Los Angeles County, California
Project Location
apn 8527-003-025 apn 8527-003-002 apn 8527-003-001

CITY OF MONROVIA CITY OF BRADBURY
Figure 4
Project Site Boundary
Legend
N
Habitat Map
Bradbury Road Extension
Los Angeles County, California
Developed Areas (0.86 Acre)
Coast Live Oak Woodland (0.29 Acre)
Figure 5
Project Area Boundary
Legend
N
Impacts Map
Bradbury Road Extension
City of Bradbury
Los Angeles County, California
Impacts to Developed Areas (0.65 Acre)
Impacts to Coast Live Oak Woodland (0.18 Acre)

APPENDIX A
Species List
Plant List
Quercus agrifolia Coast live oak
Toxicodendron diversilobum Poison oak
Ligustrum Tree privet
Malosma Laurel sumac
Lantana montevidensis Trailing lantana
Persea americana Avocado tree
Ailanthus altissima Tree of heaven
Datura stramonium Jimson weed
Ligustrum japonicum Japanese privet
Sambucus nigra Black Elderberry
Ulmus parvifolia Chinese elm
Platanus sp. Sycamore tree
Hedera helix Common ivy
Bougainvillea sp. Paperflower
Juglans californica Southern California walnut
Animal List
Mimus polyglottos Northern mockingbird
Sayornis nigricans Black Phoebe

APPENDIX B
Scientific Name Common
Name Taxon Group Federal List State List
Rare Plant
Rank Habitats General Habitat Micro Habitat Presence/
Absence
Anomobryum
julaceum
slender silver
moss
Bryophytes None None 4.2
Broadleaved
upland forest |
Lower montane
coniferous forest |
North coast
coniferous forest
Broadleafed upland
forest, lower
montane coniferous
forest, north coast
coniferous forest.

Moss which
grows on damp
rocks and soil;
acidic
substrates.

Usually seen on
roadcuts. 100-
1000 m.

No suitable
habitat is
present on site.

This species is
not present.

Arctostaphylos
glandulosa ssp.
gabrielensis
San Gabriel
manzanita Dicots None None 1B.2 Chaparral Chaparral.

Rocky
outcrops; can
be dominant
shrub where it
occurs. 960-
2015 m.

No suitable
habitat is
present on site.

This species is
not present.

Scientific Name Common
Name Taxon Group Federal List State List
Rare Plant
Rank Habitats General Habitat Micro Habitat Presence/
Absence
Astragalus
brauntonii
Braunton's
milk-vetch Dicots Endangered None 1B.1
Chaparral |
Coastal scrub |
Limestone | Valley
& foothill
grassland
Chaparral, coastal
scrub, valley and
foothill grassland.

Recent burns
or disturbed
areas; usually
on sandstone
with carbonate
layers. Soil
specialist;
requires
shallow soils to
defeat pocket
gophers and
open areas,
preferably on
hilltops,
saddles or
bowls between
hills. 3-640 m.

No suitable
habitat is
present on site.

This species is
not present.

Scientific Name Common
Name Taxon Group Federal List State List
Rare Plant
Rank Habitats General Habitat Micro Habitat Presence/
Absence
Botrychium
crenulatum
scalloped
moonwort
Ferns None None 2B.2
Bog & fen | Lower
montane
coniferous forest |
Marsh & swamp |
Meadow & seep |
Upper montane
coniferous forest |
Wetland
Bogs and fens,
meadows and
seeps, upper
montane coniferous
forest, lower
montane coniferous
forest, marshes and
swamps.

Moist
meadows,
freshwater
marsh, and
near creeks.
1185-3110 m.

No suitable
habitat is
present on site.

This species is
not present.

Brodiaea filifolia thread-leaved
brodiaea Monocots Threatened Endangered 1B.1
Chaparral |
Cismontane
woodland |
Coastal scrub |
Valley & foothill
grassland | Vernal
pool | Wetland
Chaparral
(openings),
cismontane
woodland, coastal
scrub, playas, valley
and foothill
grassland, vernal
pools.

Usually
associated with
annual
grassland and
vernal pools;
often
surrounded by
shrubland
habitats.

Occurs in
openings on
clay soils. 15-
1030 m.

No suitable
habitat is
present on site.

This species is
not present.

Scientific Name Common
Name Taxon Group Federal List State List
Rare Plant
Rank Habitats General Habitat Micro Habitat Presence/
Absence
California
Walnut
Woodland
California
Walnut
Woodland
Woodland None None
Cismontane
woodland
No suitable
habitat is
present on site.

This species is
not present.

Calochortus
clavatus var.
gracilis
slender
mariposa-lily Monocots None None 1B.2
Chaparral |
Coastal scrub |
Valley & foothill
grassland
Chaparral, coastal
scrub, valley and
foothill grassland.

Shaded foothill
canyons; often
on grassy
slopes within
other habitat.
210-1815 m.

No suitable
habitat is
present on site.

This species is
not present.

Calochortus
palmeri var.
palmeri
Palmer's
mariposa-lily Monocots None None 1B.2
Chaparral | Lower
montane
coniferous forest |
Meadow & seep
Meadows and
seeps, chaparral,
lower montane
coniferous forest.

Vernally moist
places in
yellow-pine
forest,
chaparral. 195-
2530 m.

No suitable
habitat is
present on site.

This species is
not present.

Scientific Name Common
Name Taxon Group Federal List State List
Rare Plant
Rank Habitats General Habitat Micro Habitat Presence/
Absence
Calochortus
plummerae
Plummer's
mariposa-lily Monocots None None 4.2
Chaparral |
Cismontane
woodland |
Coastal scrub |
Lower montane
coniferous forest |
Valley & foothill
grassland
Coastal scrub,
chaparral, valley
and foothill
grassland,
cismontane
woodland, lower
montane coniferous
forest.

Occurs on
rocky and
sandy sites,
usually of
granitic or
alluvial
material. Can
be very
common after
fire. 60-2500
m.

No suitable
habitat is
present on site.

This species is
not present.

Calochortus
striatus
alkali
mariposa-lily Monocots None None 1B.2
Chaparral |
Chenopod scrub |
Meadow & seep |
Mojavean desert
scrub | Wetland
Chaparral,
chenopod scrub,
Mojavean desert
scrub, meadows
and seeps.

Alkaline
meadows and
ephemeral
washes. 70-
1600m.

No suitable
habitat is
present on site.

This species is
not present.

Calochortus
weedii var.
intermedius
intermediate
mariposa-lily Monocots None None 1B.2
Chaparral |
Coastal scrub |
Valley & foothill
grassland
Coastal scrub,
chaparral, valley
and foothill
grassland.

Dry, rocky
calcareous
slopes and rock
outcrops. 60-
1575 m.

No suitable
habitat is
present on site.

This species is
not present.

Scientific Name Common
Name Taxon Group Federal List State List
Rare Plant
Rank Habitats General Habitat Micro Habitat Presence/
Absence
Canyon Live Oak
Ravine Forest
Canyon Live
Oak Ravine
Forest
Riparian None None Riparian forest Not present
Carex
occidentalis western sedge Monocots None None 2B.3
Lower montane
coniferous forest |
Meadow & seep |
Wetland
Lower montane
coniferous forest,
meadows and
seeps.
1645-2320 m.

No suitable
habitat is
present on site.

This species is
not present.

Castilleja
gleasoni
Mt. Gleason
paintbrush Dicots None Rare 1B.2
Chaparral | Lower
montane
coniferous forest |
Pinon & juniper
woodlands
Lower montane
coniferous forest,
chaparral, pinyon
and juniper
woodland.

On open flats
or slopes in
granitic soil.

Restricted to
the San Gabriel
Mountains.
975-1950 m.

No suitable
habitat is
present on site.

This species is
not present.

Scientific Name Common
Name Taxon Group Federal List State List
Rare Plant
Rank Habitats General Habitat Micro Habitat Presence/
Absence
Centromadia
parryi ssp.
australis
southern
tarplant Dicots None None 1B.1
Marsh & swamp |
Salt marsh | Valley
& foothill
grassland | Vernal
pool | Wetland
Marshes and
swamps (margins),
valley and foothill
grassland, vernal
pools.

Often in
disturbed sites
near the coast
at marsh
edges; also in
alkaline soils
sometimes
with saltgrass.

Sometimes on
vernal pool
margins. 0-975
m.

No suitable
habitat is
present on site.

This species is
not present.

Chorizanthe
parryi var. parryi
Parry's
spineflower Dicots None None 1B.1
Chaparral |
Cismontane
woodland |
Coastal scrub |
Valley & foothill
grassland
Coastal scrub,
chaparral,
cismontane
woodland, valley
and foothill
grassland.

Dry slopes and
flats;
sometimes at
interface of 2
vegetation
types, such as
chaparral and
oak woodland.

Dry, sandy
soils. 90-1220
m.

No suitable
habitat is
present on site.

This species is
not present.

Scientific Name Common
Name Taxon Group Federal List State List
Rare Plant
Rank Habitats General Habitat Micro Habitat Presence/
Absence
Cladium
californicum
California sawgrass
Monocots None None 2B.2
Alkali marsh |
Freshwater marsh
| Meadow & seep
| Wetland
Meadows and
seeps, marshes and
swamps (alkaline or
freshwater).

Freshwater or
alkaline moist
habitats. -40-
2150 m.

No suitable
habitat is
present on site.

This species is
not present.

Claytonia
peirsonii ssp.
peirsonii
Peirson's
spring beauty Dicots None None 1B.2
Subalpine
coniferous forest |
Upper montane
coniferous forest
Upper montane
coniferous forest,
subalpine
coniferous forest.

Granitic scree
slopes, often
with a sandy or
fine soil
component
and granitic
cobbles. 1510-
2745 m.

No suitable
habitat is
present on site.

This species is
not present.

Cuscuta
obtusiflora var.
glandulosa
Peruvian
dodder Dicots None None 2B.2 Marsh & swamp | Wetland
Marshes and
swamps
(freshwater).

Freshwater
marsh. 15-280
m.

No suitable
habitat is
present on site.

This species is
not present.

Scientific Name Common
Name Taxon Group Federal List State List
Rare Plant
Rank Habitats General Habitat Micro Habitat Presence/
Absence
Dodecahema
leptoceras
slenderhorned
spineflower
Dicots Endangered Endangered 1B.1
Chaparral |
Cismontane
woodland |
Coastal scrub
Chaparral,
cismontane
woodland, coastal
scrub (alluvial fan
sage scrub).

Flood
deposited
terraces and
washes;
associates
include Encelia,
Dalea,
Lepidospartum,
etc. Sandy
soils. 200-765
m.

No suitable
habitat is
present on site.

This species is
not present.

Drymocallis
cuneifolia var.
ewanii
Ewan's
woodbeauty Dicots None None 1B.3
Lower montane
coniferous forest |
Meadow & seep |
Wetland
Lower montane
coniferous forest,
meadows and
seeps.

Edges of seeps
and springs,
small
waterways.
2270-2450 m.

No suitable
habitat is
present on site.

This species is
not present.

Dudleya cymosa
ssp. crebrifolia
San Gabriel
River dudleya Dicots None None 1B.2 Chaparral Chaparral.

On granite
cliffs and
outcrops,
surrounded by
scrub. 365-
1250 m.

No suitable
habitat is
present on site.

This species is
not present.

Scientific Name Common
Name Taxon Group Federal List State List
Rare Plant
Rank Habitats General Habitat Micro Habitat Presence/
Absence
Dudleya
densiflora
San Gabriel
Mountains
dudleya
Dicots None None 1B.1
Chaparral |
Cismontane
woodland |
Coastal scrub |
Lower montane
coniferous forest |
Riparian forest
Chaparral, coastal
scrub, cismontane
woodland, lower
montane coniferous
forest, riparian
forest.

In crevices and
on
decomposed
granite on cliffs
and canyon
walls. 270-
1100 m.

No suitable
habitat is
present on site.

This species is
not present.

Dudleya
multicaulis
manystemmed
dudleya
Dicots None None 1B.2
Chaparral |
Coastal scrub |
Valley & foothill
grassland
Chaparral, coastal
scrub, valley and
foothill grassland.

In heavy, often
clayey soils or
grassy slopes. 1-
910 m.

No suitable
habitat is
present on site.

This species is
not present.

Eriogonum
kennedyi var.
alpigenum
southern
alpine
buckwheat
Dicots None None 1B.3
Alpine | Alpine
boulder & rock
field | Subalpine
coniferous forest
Alpine boulder and
rock fields,
subalpine
coniferous forest.

Dry granitic
gravel. 2500-
3415 m.

No suitable
habitat is
present on site.

This species is
not present.

Scientific Name Common
Name Taxon Group Federal List State List
Rare Plant
Rank Habitats General Habitat Micro Habitat Presence/
Absence
Fimbristylis
thermalis
hot springs
fimbristylis Monocots None None 2B.2 Meadow & seep | Wetland Meadows and seeps
(alkaline).

Near hot
springs. 115-
1585 m.

No suitable
habitat is
present on site.

This species is
not present.

Galium grande San Gabriel
bedstraw Dicots None None 1B.2
Broadleaved
upland forest |
Chaparral |
Cismontane
woodland | Lower
montane
coniferous forest
Cismontane
woodland,
chaparral,
broadleafed upland
forest, lower
montane coniferous
forest.

Open chaparral
and low, open
oak forest; on
rocky slopes;
probably
undercollected
due to
inaccessible
habitat. 425-
1450 m.

No suitable
habitat is
present on site.

This species is
not present.

Horkelia cuneata
var. puberula mesa horkelia Dicots None None 1B.1
Chaparral |
Cismontane
woodland |
Coastal scrub
Chaparral,
cismontane
woodland, coastal
scrub.

Sandy or
gravelly sites.
15-1645 m.

No suitable
habitat is
present on site.

This species is
not present.

Scientific Name Common
Name Taxon Group Federal List State List
Rare Plant
Rank Habitats General Habitat Micro Habitat Presence/
Absence
Imperata
brevifolia
California
satintail Monocots None None 2B.1
Chaparral |
Coastal scrub |
Meadow & seep |
Mojavean desert
scrub | Riparian
scrub | Wetland
Coastal scrub,
chaparral, riparian
scrub, mojavean
desert scrub,
meadows and seeps
(alkali), riparian
scrub.

Mesic sites,
alkali seeps,
riparian areas.
3-1495 m.

No suitable
habitat is
present on site.

This species is
not present.

Lepidium
virginicum var.
robinsonii
Robinson's
pepper-grass
Dicots None None 4.3 Chaparral |
Coastal scrub
Chaparral, coastal
scrub.

Dry soils,
shrubland. 4-
1435 m.

No suitable
habitat is
present on site.

This species is
not present.

Lilium parryi lemon lily Monocots None None 1B.2
Lower montane
coniferous forest |
Meadow & seep |
Riparian forest |
Upper montane
coniferous forest |
Wetland
Lower montane
coniferous forest,
meadows and
seeps, riparian
forest, upper
montane coniferous
forest.

Wet,
mountainous
terrain;
generally in
forested areas;
on shady edges
of streams, in
open boggy
meadows &
seeps. 625-
2930 m.

No suitable
habitat is
present on site.

This species is
not present.

Scientific Name Common
Name Taxon Group Federal List State List
Rare Plant
Rank Habitats General Habitat Micro Habitat Presence/
Absence
Linanthus
concinnus
San Gabriel
linanthus Dicots None None 1B.2
Chaparral | Lower
montane
coniferous forest |
Upper montane
coniferous forest
Lower montane
coniferous forest,
upper montane
coniferous forest,
chaparral.

Dry rocky
slopes, often in
Jeffrey
pine/canyon
oak forest.
1310-2560 m.

No suitable
habitat is
present on site.

This species is
not present.

Lupinus peirsonii Peirson's
lupine Dicots None None 1B.3
Joshua tree
woodland | Lower
montane
coniferous forest |
Pinon & juniper
woodlands |
Upper montane
coniferous forest
Joshua tree
woodland, pinyon
and juniper
woodland, lower
montane coniferous
forest, upper
montane coniferous
forest.

Decomposed
granite slide
and talus, on
slopes and
ridges. 1400-
2380 m.

No suitable
habitat is
present on site.

This species is
not present.

Muhlenbergia
californica
California
muhly Monocots None None 4.3
Chaparral |
Coastal scrub |
Lower montane
coniferous forest |
Meadow & seep
Coastal scrub,
chaparral, lower
montane coniferous
forest, meadows
and seeps.

Usually found
near streams
or seeps. 100-
2000 m.

No suitable
habitat is
present on site.

This species is
not present.

Scientific Name Common
Name Taxon Group Federal List State List
Rare Plant
Rank Habitats General Habitat Micro Habitat Presence/
Absence
Nemacladus
secundiflorus
var. robbinsii
Robbins'
nemacladus Dicots None None 1B.2
Chaparral | Valley
& foothill
grassland
Chaparral, valley
and foothill
grassland.

Dry, sandy or
gravelly slopes.

Openings. 360-
1710 m.

No suitable
habitat is
present on site.

This species is
not present.

Open Engelmann
Oak Woodland
Open
Engelmann
Oak
Woodland
Woodland None None
Cismontane
woodland Not present.

Opuntia basilaris
var. brachyclada
short-joint
beavertail Dicots None None 1B.2
Chaparral | Joshua
tree woodland |
Mojavean desert
scrub | Pinon &
juniper woodlands
Chaparral, Joshua
tree woodland,
Mojavean desert
scrub, pinyon and
juniper woodland.

Sandy soil or
coarse, granitic
loam. 425-
2015 m.

No suitable
habitat is
present on site.

This species is
not present.

Scientific Name Common
Name Taxon Group Federal List State List
Rare Plant
Rank Habitats General Habitat Micro Habitat Presence/
Absence
Oreonana vestita
woolly
mountainparsleyDicots None None 1B.3
Lower montane
coniferous forest |
Subalpine
coniferous forest |
Upper montane
coniferous forest
Subalpine
coniferous forest,
upper montane
coniferous forest,
lower montane
coniferous forest.

High ridges; on
scree, talus, or
gravel. 800-
3370 m.

No suitable
habitat is
present on site.

This species is
not present.

Orobanche
valida ssp. valida
Rock Creek
broomrape Dicots None None 1B.2
Chaparral | Pinon
& juniper
woodlands
Chaparral, pinyon
and juniper
woodland.

On slopes of
loose
decomposed
granite;
parasitic on
various
chaparral
shrubs. 975-
1985 m.

No suitable
habitat is
present on site.

This species is
not present.

Parnassia cirrata
var. cirrata
San
Bernardino
grass-ofParnassus
Dicots None None 1B.3
Limestone | Lower
montane
coniferous forest |
Meadow & seep |
Upper montane
coniferous forest |
Wetland
Lower montane
coniferous forest,
upper montane
coniferous forest,
meadows and
seeps.

Mesic sites,
streamsides,
sometimes
calcareous.
1245-2440 m.

No suitable
habitat is
present on site.

This species is
not present.

Scientific Name Common
Name Taxon Group Federal List State List
Rare Plant
Rank Habitats General Habitat Micro Habitat Presence/
Absence
Phacelia stellaris Brand's star
phacelia Dicots None None 1B.1 Coastal dunes | Coastal scrub Coastal scrub,
coastal dunes.

Open areas. 3-
370 m.

No suitable
habitat is
present on site.

This species is
not present.

Pseudognaphaliu
m
leucocephalum
white rabbittobacco Dicots None None 2B.2
Chaparral |
Cismontane
woodland |
Coastal scrub |
Riparian woodland
Riparian woodland,
cismontane
woodland, coastal
scrub, chaparral.

Sandy, gravelly
sites. 35-515
m.

No suitable
habitat is
present on site.

This species is
not present.

Ribes
divaricatum var.
parishii
Parish's
gooseberry Dicots None None 1A Riparian woodland Riparian woodland.

Salix swales in
riparian
habitats. 65-
300 m.

No suitable
habitat is
present on site.

This species is
not present.

Riversidian
Alluvial Fan Sage
Scrub
Riversidian
Alluvial Fan
Sage Scrub
Scrub None None Coastal scrub Not present.

Scientific Name Common
Name Taxon Group Federal List State List
Rare Plant
Rank Habitats General Habitat Micro Habitat Presence/
Absence
Scutellaria
bolanderi ssp.
austromontana
southern
mountains
skullcap
Dicots None None 1B.2
Chaparral |
Cismontane
woodland | Lower
montane
coniferous forest
Chaparral,
cismontane
woodland, lower
montane coniferous
forest.

In gravelly soils
on
streambanks or
in mesic sites in
oak or pine
woodland. 425-
2000 m.

No suitable
habitat is
present on site.

This species is
not present.

Senecio
aphanactis
chaparral
ragwort
Dicots None None 2B.2
Chaparral |
Cismontane
woodland |
Coastal scrub
Chaparral,
cismontane
woodland, coastal
scrub.

Drying alkaline
flats. 20-1020
m.

No suitable
habitat is
present on site.

This species is
not present.

Southern
California Arroyo
Chub/Santa Ana
Sucker Stream
Southern
California
Arroyo
Chub/Santa
Ana Sucker
Stream
Inland Waters None None Not present,
Southern Coast
Live Oak Riparian
Forest
Southern
Coast Live Oak
Riparian
Forest
Riparian None None Riparian forest Not present.

Scientific Name Common
Name Taxon Group Federal List State List
Rare Plant
Rank Habitats General Habitat Micro Habitat Presence/
Absence
Southern
Cottonwood
Willow Riparian
Forest
Southern
Cottonwood
Willow
Riparian
Forest
Riparian None None Riparian forest Not present.

Southern
Sycamore Alder
Riparian
Woodland
Southern
Sycamore
Alder Riparian
Woodland
Riparian None None Riparian woodland Not present.

Symphyotrichum
defoliatum
San
Bernardino
aster
Dicots None None 1B.2
Cismontane
woodland |
Coastal scrub |
Lower montane
coniferous forest |
Marsh & swamp |
Meadow & seep |
Valley & foothill
grassland
Meadows and
seeps, cismontane
woodland, coastal
scrub, lower
montane coniferous
forest, marshes and
swamps, valley and
foothill grassland.

Vernally mesic
grassland or
near ditches,
streams and
springs;
disturbed
areas. 3-2045
m.

No suitable
habitat is
present on site.

This species is
not present.

Scientific Name Common
Name Taxon Group Federal List State List
Rare Plant
Rank Habitats General Habitat Micro Habitat Presence/
Absence
Symphyotrichum
greatae
Greata's aster Dicots None None 1B.3
Broadleaved
upland forest |
Chaparral |
Cismontane
woodland | Lower
montane
coniferous forest |
Riparian woodland
Chaparral,
cismontane
woodland,
broadleafed upland
forest, lower
montane coniferous
forest, riparian
woodland.

Mesic canyons.
335-2015 m.

No suitable
habitat is
present on site.

This species is
not present.

Thelypteris
puberula var.
sonorensis
Sonoran
maiden fern Ferns None None 2B.2 Meadow & seep | Wetland Meadows and
seeps.

Along streams,
seepage areas.
60-930 m.

No suitable
habitat is
present on site.

This species is
not present.

Viola pinetorum
ssp. grisea
grey-leaved
violet Dicots None None 1B.2
Meadow & seep |
Subalpine
coniferous forest |
Upper montane
coniferous forest
Subalpine
coniferous forest,
upper montane
coniferous forest,
meadows and
seeps.

Dry mountain
peaks and
slopes. 1580-
3700 m.

No suitable
habitat is
present on site.

This species is
not present.

Walnut Forest Walnut Forest Forest None None
Broadleaved
upland forest Not present.

Scientific
Name
Common
Name Taxon Group Federal List State List Other Status Habitats General Habitat Micro Habitat Presence/ Absence Accipiter
cooperii Cooper's hawk Birds None None
CDFW_WLWatch List |
IUCN_LC-Least
Concern
Cismontane
woodland |
Riparian forest |
Riparian
woodland |
Upper montane
coniferous forest
Woodland, chiefly
of open,
interrupted or
marginal type.

Nest sites
mainly in
riparian
growths of
deciduous
trees, as in
canyon bottoms
on river floodplains; also, live
oaks.

No suitable
habitat is
present on site.

This species is
not present.

Aimophila
ruficeps
canescens
southern
California
rufouscrowned
sparrow
Birds None None CDFW_WLWatch List
Chaparral |
Coastal scrub
Resident in
Southern
California coastal
sage scrub and
sparse mixed
chaparral.

Frequents
relatively steep,
often rocky
hillsides with
grass and forb
patches.

No suitable
habitat is
present on site.

This species is
not present.

Anaxyrus
californicus arroyo toad Amphibians Endangered None
CDFW_SSCSpecies of
Special
Concern |
IUCN_ENEndangered
Desert wash |
Riparian scrub |
Riparian
woodland | South
coast flowing
waters | South
coast standing
waters
Semi-arid regions
near washes or
intermittent
streams, including
valley-foothill and
desert riparian,
desert wash, etc.

Rivers with
sandy banks,
willows,
cottonwoods,
and sycamores;
loose, gravelly
areas of
streams in drier
parts of range.

No suitable
habitat is
present on site.

This species is
not present.

Scientific
Name
Common
Name Taxon Group Federal List State List Other Status Habitats General Habitat Micro Habitat Presence/ Absence Anniella
stebbinsi
Southern
California
legless lizard
Reptiles None None
CDFW_SSCSpecies of
Special
Concern |
USFS_SSensitive
Broadleaved
upland forest |
Chaparral |
Coastal dunes |
Coastal scrub
Generally south of
the Transverse
Range, extending
to northwestern
Baja California.

Occurs in sandy or
loose loamy soils
under sparse
vegetation.

Disjunct
populations in the
Tehachapi and
Piute Mountains
in Kern County.

Variety of
habitats;
generally in
moist, loose
soil. They prefer
soils with a high
moisture
content.

No suitable
habitat is
present on site.

This species is
not present.

Scientific
Name
Common
Name Taxon Group Federal List State List Other Status Habitats General Habitat Micro Habitat Presence/ Absence Antrozous
pallidus pallid bat Mammals None None
BLM_SSensitive |
CDFW_SSCSpecies of
Special
Concern |
IUCN_LC-Least
Concern |
USFS_SSensitive |
WBWG_H-High
Priority
Chaparral |
Coastal scrub |
Desert wash |
Great Basin
grassland | Great
Basin scrub |
Mojavean desert
scrub | Riparian
woodland |
Sonoran desert
scrub | Upper
montane
coniferous forest
| Valley & foothill
grassland
Deserts,
grasslands,
shrublands,
woodlands and
forests. Most
common in open,
dry habitats with
rocky areas for
roosting.

Roosts must
protect bats
from high
temperatures.

Very sensitive
to disturbance
of roosting
sites.

No suitable
habitat is
present on site.

This species is
not present.

Scientific
Name
Common
Name Taxon Group Federal List State List Other Status Habitats General Habitat Micro Habitat Presence/ Absence Arizona
elegans
occidentalis
California
glossy snake Reptiles None None
CDFW_SSCSpecies of
Special
Concern
Patchily
distributed from
the eastern
portion of San
Francisco Bay,
southern San
Joaquin Valley,
and the Coast,
Transverse, and
Peninsular ranges,
south to Baja
California.

Generalist
reported from a
range of scrub
and grassland
habitats, often
with loose or
sandy soils.

No suitable
habitat is
present on site.

This species is
not present.

Aspidoscelis
tigris
stejnegeri
coastal
whiptail Reptiles None None
CDFW_SSCSpecies of
Special
Concern
Found in deserts
and semi-arid
areas with sparse
vegetation and
open areas. Also
found in
woodland &
riparian areas.

Ground may be
firm soil, sandy,
or rocky.

No suitable
habitat is
present on site.

This species is
not present.

Scientific
Name
Common
Name Taxon Group Federal List State List Other Status Habitats General Habitat Micro Habitat Presence/ Absence Atractelmis
wawona
Wawona riffle
beetle Insects None None Aquatic
Aquatic; found in
riffles of rapid,
small to medium
clear mountain
streams; 2000-
5000 ft elev.

Strong
preference for
inhabiting
submerged
aquatic mosses
No suitable
habitat is
present on site.

This species is
not present.

Batrachoseps
gabrieli
San Gabriel
slender
salamander
Amphibians None None
IUCN_DD-Data
Deficient |
USFS_SSensitive
Talus slope
Known only from
the San Gabriel
Mtns. Found
under rocks,
wood, and fern
fronds, and on soil
at the base of
talus slopes.

Most active on
the surface in
winter and early
spring.

No suitable
habitat is
present on site.

This species is
not present.

Bombus
crotchii
Crotch bumble
bee Insects None
Candidate
Endangered
Coastal California
east to the SierraCascade crest and
south into
Mexico.

Food plant
genera include
Antirrhinum,
Phacelia,
Clarkia,
Dendromecon,
Eschscholzia,
and Eriogonum.

No suitable
habitat is
present on site.

This species is
not present.

Scientific
Name
Common
Name Taxon Group Federal List State List Other Status Habitats General Habitat Micro Habitat Presence/ Absence Buteo
swainsoni
Swainson's
hawk Birds None Threatened
BLM_SSensitive |
IUCN_LC-Least
Concern |
USFWS_BCCBirds of
Conservation
Concern
Great Basin
grassland |
Riparian forest |
Riparian
woodland |
Valley & foothill
grassland
Breeds in
grasslands with
scattered trees,
juniper-sage flats,
riparian areas,
savannahs, &
agricultural or
ranch lands with
groves or lines of
trees.

Requires
adjacent
suitable
foraging areas
such as
grasslands, or
alfalfa or grain
fields
supporting
rodent
populations.

No suitable
habitat is
present on site.

This species is
not present.

Catostomus
santaanae
Santa Ana
sucker Fish Threatened None
AFS_THThreatened |
IUCN_VUVulnerable
Aquatic | South
coast flowing
waters
Endemic to Los
Angeles Basin
south coastal
streams.

Habitat
generalists, but
prefer sandrubble-boulder
bottoms, cool,
clear water, and
algae.

No suitable
habitat is
present on site.

This species is
not present.

Coccyzus
americanus
occidentalis
western yellowbilled cuckoo Birds Threatened Endangered BLM_SSensitive |
NABCI_RWLRed Watch List
| USFS_SSensitive |
USFWS_BCCBirds of
Conservation
Concern
Riparian forest
Riparian forest
nester, along the
broad, lower floodbottoms of larger
river systems.

Nests in riparian
jungles of
willow, often
mixed with
cottonwoods,
with lower story
of blackberry,
nettles, or wild
grape.

No suitable
habitat is
present on site.

This species is
not present.

Roosts in the
open, hanging
from walls and
ceilings.

Roosting sites
limiting.

Extremely
sensitive to
human
disturbance.

No suitable
habitat is
present on site.

This species is
not present.

Scientific
Name
Common
Name Taxon Group Federal List State List Other Status Habitats General Habitat Micro Habitat Presence/ Absence Crotalus ruber red-diamond
rattlesnake Reptiles None None
CDFW_SSCSpecies of
Special
Concern |
USFS_SSensitive
Chaparral |
Mojavean desert
scrub | Sonoran
desert scrub
Chaparral,
woodland,
grassland, &
desert areas from
coastal San Diego
County to the
eastern slopes of
the mountains.

Occurs in rocky
areas and dense
vegetation.

Needs rodent
burrows, cracks
in rocks or
surface cover
objects.

No suitable
habitat is
present on site.

This species is
not present.

Cypseloides
niger
black swift Birds None None
CDFW_SSCSpecies of
Special
Concern |
IUCN_LC-Least
Concern |
NABCI_YWLYellow Watch
List |
USFWS_BCCBirds of
Conservation
Concern
Coastal belt of
Santa Cruz and
Monterey
counties; central
& southern Sierra
Nevada; San
Bernardino & San
Jacinto
mountains.

Breeds in small
colonies on
cliffs behind or
adjacent to
waterfalls in
deep canyons
and sea-bluffs
above the surf;
forages widely.

No suitable
habitat is
present on site.

This species is
not present.

Scientific
Name
Common
Name Taxon Group Federal List State List Other Status Habitats General Habitat Micro Habitat Presence/ Absence Empidonax
traillii extimus
southwestern
willow
flycatcher
Birds Endangered Endangered NABCI_RWLRed Watch List
Riparian
woodland
Riparian
woodlands in
Southern
California.

No suitable
habitat is
present on site.

This species is
not present.

Scientific
Name
Common
Name Taxon Group Federal List State List Other Status Habitats General Habitat Micro Habitat Presence/ Absence Emys
marmorata
western pond
turtle Reptiles None None
BLM_SSensitive |
CDFW_SSCSpecies of
Special
Concern |
IUCN_VUVulnerable |
USFS_SSensitive
Aquatic | Artificial
flowing waters |
Klamath/North
coast flowing
waters |
Klamath/North
coast standing
waters | Marsh &
swamp |
Sacramento/San
Joaquin flowing
waters |
Sacramento/San
Joaquin standing
waters | South
coast flowing
waters | South
coast standing
waters | Wetland
A thoroughly
aquatic turtle of
ponds, marshes,
rivers, streams
and irrigation
ditches, usually
with aquatic
vegetation, below
6000 ft elevation.

Needs basking
sites and
suitable (sandy
banks or grassy
open fields)
upland habitat
up to 0.5 km
from water for
egg-laying.

No suitable
habitat is
present on site.

This species is
not present.

Scientific
Name
Common
Name Taxon Group Federal List State List Other Status Habitats General Habitat Micro Habitat Presence/ Absence Ensatina
eschscholtzii
klauberi
large-blotched
salamander Amphibians None None
CDFW_WLWatch List |
USFS_SSensitive
Found in conifer
and woodland
associations.

Found in leaf
litter, decaying
logs and shrubs
in heavily
forested areas.

No suitable
habitat is
present on site.

This species is
not present.

Eumops
perotis
californicus
western
mastiff bat Mammals None None
BLM_SSensitive |
CDFW_SSCSpecies of
Special
Concern |
WBWG_H-High
Priority
Chaparral |
Cismontane
woodland |
Coastal scrub |
Valley & foothill
grassland
Many open, semiarid to arid
habitats, including
conifer &
deciduous
woodlands,
coastal scrub,
grasslands,
chaparral, etc.

Roosts in
crevices in cliff
faces, high
buildings, trees
and tunnels.

No suitable
habitat is
present on site.

This species is
not present.

Euphydryas
editha quino
quino
checkerspot
butterfly
Insects Endangered None Chaparral |
Coastal scrub
Sunny openings
within chaparral &
coastal sage
shrublands in
parts of Riverside
& San Diego
counties.

Hills and mesas
near the coast.

Need high
densities of
food plants
Plantago erecta,
P. insularis, and
Orthocarpus
purpurescens.

No suitable
habitat is
present on site.

This species is
not present.

Scientific
Name
Common
Name Taxon Group Federal List State List Other Status Habitats General Habitat Micro Habitat Presence/ Absence Falco
columbarius merlin Birds None None
CDFW_WLWatch List |
IUCN_LC-Least
Concern
Estuary | Great
Basin grassland |
Valley & foothill
grassland
Seacoast, tidal
estuaries, open
woodlands,
savannahs, edges
of grasslands &
deserts, farms &
ranches.

Clumps of trees
or windbreaks
are required for
roosting in open
country.

No suitable
habitat is
present on site.

This species is
not present.

Gila orcuttii arroyo chub Fish None None
AFS_VUVulnerable |
CDFW_SSCSpecies of
Special
Concern |
USFS_SSensitive
Aquatic | South
coast flowing
waters
Native to streams
from Malibu
Creek to San Luis
Rey River basin.

Introduced into
streams in Santa
Clara, Ventura,
Santa Ynez,
Mojave & San
Diego river basins.

Slow water
stream sections
with mud or
sand bottoms.

Feeds heavily
on aquatic
vegetation and
associated
invertebrates.

No suitable
habitat is
present on site.

This species is
not present.

Glyptostoma
gabrielense
San Gabriel
chestnut Mollusks None None Terrestrial
No suitable
habitat is
present on site.

This species is
not present.

Scientific
Name
Common
Name Taxon Group Federal List State List Other Status Habitats General Habitat Micro Habitat Presence/ Absence Gonidea
angulata
western ridged
mussel Mollusks None None Aquatic
Primarily creeks &
rivers & less often
lakes. Originally in
most of state,
now extirpated
from Central &
Southern Calif.

No suitable
habitat is
present on site.

This species is
not present.

Icteria virens yellowbreasted chat Birds None None
CDFW_SSCSpecies of
Special
Concern |
IUCN_LC-Least
Concern
Riparian forest |
Riparian scrub |
Riparian
woodland
Summer resident;
inhabits riparian
thickets of willow
and other brushy
tangles near
watercourses.

Nests in low,
dense riparian,
consisting of
willow,
blackberry, wild
grape; forages
and nests within
10 ft of ground.

No suitable
habitat is
present on site.

This species is
not present.

Scientific
Name
Common
Name Taxon Group Federal List State List Other Status Habitats General Habitat Micro Habitat Presence/ Absence Lasiurus
blossevillii
western red
bat Mammals None None
CDFW_SSCSpecies of
Special
Concern |
IUCN_LC-Least
Concern |
WBWG_H-High
Priority
Cismontane
woodland |
Lower montane
coniferous forest
| Riparian forest |
Riparian
woodland
Roosts primarily
in trees, 2-40 ft
above ground,
from sea level up
through mixed
conifer forests.

Prefers habitat
edges and
mosaics with
trees that are
protected from
above and open
below with
open areas for
foraging.

No suitable
habitat is
present on site.

This species is
not present.

Lasiurus
cinereus hoary bat Mammals None None
IUCN_LC-Least
Concern |
WBWG_MMedium
Priority
Broadleaved
upland forest |
Cismontane
woodland |
Lower montane
coniferous forest
| North coast
coniferous forest
Prefers open
habitats or habitat
mosaics, with
access to trees for
cover and open
areas or habitat
edges for feeding.

Roosts in dense
foliage of
medium to
large trees.

Feeds primarily
on moths.

Requires water.

No suitable
habitat is
present on site.

This species is
not present.

Scientific
Name
Common
Name Taxon Group Federal List State List Other Status Habitats General Habitat Micro Habitat Presence/ Absence Lasiurus
xanthinus
western yellow
bat Mammals None None
CDFW_SSCSpecies of
Special
Concern |
IUCN_LC-Least
Concern |
WBWG_H-High
Priority
Desert wash
Found in valley
foothill riparian,
desert riparian,
desert wash, and
palm oasis
habitats.

Roosts in trees,
particularly
palms. Forages
over water and
among trees.

No suitable
habitat is
present on site.

This species is
not present.

Needs water
depths of about
1 inch that do
not fluctuate
during the year
and dense
vegetation for
nesting habitat.

No suitable
habitat is
present on site.

This species is
not present.

Scientific
Name
Common
Name Taxon Group Federal List State List Other Status Habitats General Habitat Micro Habitat Presence/ Absence Lepus
californicus
bennettii
San Diego
black-tailed
jackrabbit
Mammals None None
CDFW_SSCSpecies of
Special
Concern
Coastal scrub
Intermediate
canopy stages of
shrub habitats &
open shrub /
herbaceous &
tree / herbaceous
edges.

Coastal sage
scrub habitats
in Southern
California.

No suitable
habitat is
present on site.

This species is
not present.

Myotis
thysanodes fringed myotis Mammals None None
BLM_SSensitive |
IUCN_LC-Least
Concern |
USFS_SSensitive |
WBWG_H-High
Priority
In a wide variety
of habitats,
optimal habitats
are pinyonjuniper, valley
foothill hardwood
& hardwoodconifer.

Uses caves,
mines, buildings
or crevices for
maternity
colonies and
roosts.

No suitable
habitat is
present on site.

This species is
not present.

Myotis volans long-legged
myotis
Mammals None None
IUCN_LC-Least
Concern |
WBWG_H-High
Priority
Upper montane
coniferous forest
Most common in
woodland and
forest habitats
above 4000 ft.

Trees are
important day
roosts; caves and
mines are night
roosts.

Nursery
colonies usually
under bark or in
hollow trees,
but occasionally
in crevices or
buildings.

No suitable
habitat is
present on site.

This species is
not present.

Scientific
Name
Common
Name Taxon Group Federal List State List Other Status Habitats General Habitat Micro Habitat Presence/ Absence Myotis
yumanensis Yuma myotis Mammals None None
BLM_SSensitive |
IUCN_LC-Least
Concern |
WBWG_LMLow-Medium
Priority
Lower montane
coniferous forest
| Riparian forest |
Riparian
woodland |
Upper montane
coniferous forest
Optimal habitats
are open forests
and woodlands
with sources of
water over which
to feed.

Distribution is
closely tied to
bodies of water.

Maternity
colonies in
caves, mines,
buildings or
crevices.

No suitable
habitat is
present on site.

This species is
not present.

Neotamias
speciosus
speciosus
lodgepole
chipmunk Mammals None None
Chaparral | Upper
montane
coniferous forest
Summits of
isolated Piute, San
Bernardino, & San
Jacinto
mountains.

Usually found in
open-canopy
forests.

Habitat is
usually
lodgepole pine
forests in the
San Bernardino
Mts &
chinquapin
slopes in the
San Jacinto Mts.

No suitable
habitat is
present on site.

This species is
not present.

Scientific
Name
Common
Name Taxon Group Federal List State List Other Status Habitats General Habitat Micro Habitat Presence/ Absence Nyctinomops
femorosaccus
pocketed freetailed bat Mammals None None
CDFW_SSCSpecies of
Special
Concern |
IUCN_LC-Least
Concern |
WBWG_MMedium
Priority
Joshua tree
woodland | Pinon
& juniper
woodlands |
Riparian scrub |
Sonoran desert
scrub
Variety of arid
areas in Southern
California; pinejuniper
woodlands, desert
scrub, palm oasis,
desert wash,
desert riparian,
etc.

Rocky areas
with high cliffs.

No suitable
habitat is
present on site.

This species is
not present.

Nyctinomops
macrotis
big free-tailed
bat Mammals None None
CDFW_SSCSpecies of
Special
Concern |
IUCN_LC-Least
Concern |
WBWG_MHMedium-High
Priority
Low-lying arid
areas in Southern
California.

Need high cliffs
or rocky
outcrops for
roosting sites.

Feeds
principally on
large moths.

No suitable
habitat is
present on site.

This species is
not present.

Scientific
Name
Common
Name Taxon Group Federal List State List Other Status Habitats General Habitat Micro Habitat Presence/ Absence Ovis
canadensis
nelsoni
desert bighorn
sheep Mammals None None
BLM_SSensitive |
CDFW_FP-Fully
Protected |
USFS_SSensitive
Alpine | Alpine
dwarf scrub |
Chaparral |
Chenopod scrub |
Great Basin scrub
| Mojavean
desert scrub |
Montane dwarf
scrub | Pinon &
juniper
woodlands |
Riparian
woodland |
Sonoran desert
scrub
Widely distributed
from the White
Mtns in Mono Co.
to the Chocolate
Mts in Imperial
Co.

Open, rocky,
steep areas
with available
water and
herbaceous
forage.

No suitable
habitat is
present on site.

This species is
not present.

Palaeoxenus
dohrni
Dohrn's
elegant
eucnemid
beetle
Insects None None
No suitable
habitat is
present on site.

This species is
not present.

Scientific
Name
Common
Name Taxon Group Federal List State List Other Status Habitats General Habitat Micro Habitat Presence/ Absence Phrynosoma
blainvillii
coast horned
lizard Reptiles None None
BLM_SSensitive |
CDFW_SSCSpecies of
Special
Concern |
IUCN_LC-Least
Concern
Chaparral |
Cismontane
woodland |
Coastal bluff
scrub | Coastal
scrub | Desert
wash | Pinon &
juniper
woodlands |
Riparian scrub |
Riparian
woodland |
Valley & foothill
grassland
Frequents a wide
variety of
habitats, most
common in
lowlands along
sandy washes
with scattered
low bushes.

Open areas for
sunning, bushes
for cover,
patches of loose
soil for burial,
and abundant
supply of ants
and other
insects.

No suitable
habitat is
present on site.

This species is
not present.

Polioptila
californica
californica
coastal
California
gnatcatcher
Birds Threatened None
CDFW_SSCSpecies of
Special
Concern |
NABCI_YWLYellow Watch
List
Coastal bluff
scrub | Coastal
scrub
Obligate,
permanent
resident of coastal
sage scrub below
2500 ft in
Southern
California.

Low, coastal
sage scrub in
arid washes, on
mesas and
slopes. Not all
areas classified
as coastal sage
scrub are
occupied.

No suitable
habitat is
present on site.

This species is
not present.

Scientific
Name
Common
Name Taxon Group Federal List State List Other Status Habitats General Habitat Micro Habitat Presence/ Absence Rana boylii foothill yellowlegged frog Amphibians None Endangered BLM_SSensitive |
CDFW_SSCSpecies of
Special
Concern |
IUCN_NT-Near
Threatened |
USFS_SSensitive
Aquatic |
Chaparral |
Cismontane
woodland |
Coastal scrub |
Klamath/North
coast flowing
waters | Lower
montane
coniferous forest
| Meadow & seep
| Riparian forest |
Riparian
woodland |
Sacramento/San
Joaquin flowing
waters
Partly-shaded,
shallow streams
and riffles with a
rocky substrate in
a variety of
habitats.

Needs at least
some cobblesized substrate
for egg-laying.

Needs at least
15 weeks to
attain
metamorphosis.

No suitable
habitat is
present on site.

This species is
not present.

Scientific
Name
Common
Name Taxon Group Federal List State List Other Status Habitats General Habitat Micro Habitat Presence/ Absence Rana muscosa
southern
mountain
yellow-legged
frog
Amphibians Endangered Endangered
CDFW_WLWatch List |
IUCN_ENEndangered |
USFS_SSensitive
Aquatic
Federal listing
refers to
populations in the
San Gabriel, San
Jacinto and San
Bernardino
mountains
(southern DPS).

Northern DPS was
determined to
warrant listing as
endangered, Apr
2014, effective
Jun 30, 2014.

Always
encountered
within a few
feet of water.

Tadpoles may
require 2 - 4 yrs
to complete
their aquatic
development.

No suitable
habitat is
present on site.

This species is
not present.

Scientific
Name
Common
Name Taxon Group Federal List State List Other Status Habitats General Habitat Micro Habitat Presence/ Absence Rhinichthys
osculus ssp. 8
Santa Ana
speckled dace Fish None None
AFS_THThreatened |
CDFW_SSCSpecies of
Special
Concern |
USFS_SSensitive
Aquatic | South
coast flowing
waters
Headwaters of the
Santa Ana and San
Gabriel rivers.

May be extirpated
from the Los
Angeles River
system.

Requires
permanent
flowing streams
with summer
water temps of
17-20 C. Usually
inhabits shallow
cobble and
gravel riffles.

No suitable
habitat is
present on site.

This species is
not present.

Riparia riparia bank swallow Birds None Threatened
BLM_SSensitive |
IUCN_LC-Least
Concern
Riparian scrub |
Riparian
woodland
Colonial nester;
nests primarily in
riparian and other
lowland habitats
west of the
desert.

Requires
vertical
banks/cliffs with
finetextured/sandy
soils near
streams, rivers,
lakes, ocean to
dig nesting hole.

No suitable
habitat is
present on site.

This species is
not present.

Scientific
Name
Common
Name Taxon Group Federal List State List Other Status Habitats General Habitat Micro Habitat Presence/ Absence Setophaga
petechia yellow warbler Birds None None
CDFW_SSCSpecies of
Special
Concern |
USFWS_BCCBirds of
Conservation
Concern
Riparian forest |
Riparian scrub |
Riparian
woodland
Riparian plant
associations in
close proximity to
water. Also nests
in montane
shrubbery in open
conifer forests in
Cascades and
Sierra Nevada.

Frequently
found nesting
and foraging in
willow shrubs
and thickets,
and in other
riparian plants
including
cottonwoods,
sycamores, ash,
and alders.

No suitable
habitat is
present on site.

This species is
not present.

Spea
hammondii
western
spadefoot Amphibians None None
BLM_SSensitive |
CDFW_SSCSpecies of
Special
Concern |
IUCN_NT-Near
Threatened
Cismontane
woodland |
Coastal scrub |
Valley & foothill
grassland | Vernal
pool | Wetland
Occurs primarily
in grassland
habitats, but can
be found in valleyfoothill hardwood
woodlands.

Vernal pools are
essential for
breeding and
egg-laying.

No suitable
habitat is
present on site.

This species is
not present.

Scientific
Name
Common
Name Taxon Group Federal List State List Other Status Habitats General Habitat Micro Habitat Presence/ Absence Taricha torosa Coast Range
newt Amphibians None None
CDFW_SSCSpecies of
Special
Concern
Coastal drainages
from Mendocino
County to San
Diego County.

Lives in
terrestrial
habitats & will
migrate over 1
km to breed in
ponds,
reservoirs &
slow moving
streams.

No suitable
habitat is
present on site.

This species is
not present.

Needs sufficient
food, friable
soils and open,
uncultivated
ground. Preys
on burrowing
rodents. Digs
burrows.

No suitable
habitat is
present on site.

This species is
not present.

Scientific
Name
Common
Name Taxon Group Federal List State List Other Status Habitats General Habitat Micro Habitat Presence/ Absence Thamnophis
hammondii
two-striped
gartersnake Reptiles None None
BLM_SSensitive |
CDFW_SSCSpecies of
Special
Concern |
IUCN_LC-Least
Concern |
USFS_SSensitive
Marsh & swamp |
Riparian scrub |
Riparian
woodland |
Wetland
Coastal California
from vicinity of
Salinas to
northwest Baja
California. From
sea to about
7,000 ft elevation.

Highly aquatic,
found in or near
permanent
fresh water.

Often along
streams with
rocky beds and
riparian growth.

No suitable
habitat is
present on site.

This species is
not present.

Vireo bellii
pusillus
least Bell's
vireo Birds Endangered Endangered
IUCN_NT-Near
Threatened |
NABCI_YWLYellow Watch
List
Riparian forest |
Riparian scrub |
Riparian
woodland
Summer resident
of Southern
California in low
riparian in vicinity
of water or in dry
river bottoms;
below 2000 ft.

Nests placed
along margins
of bushes or on
twigs projecting
into pathways,
usually willow,
Baccharis,
mesquite.

No suitable
habitat is
present on site.

This species is
not present.

APPENDIX C
View of coast live oak woodland and
ornamental vegetation existing roadway.

View coast live oak woodland along existing
roadway.

View of developed areas and coast live oak
woodlands..

View of coast live oak woodland within
residential property adjacent to existing
roadway.

View of ornamental vegetation on properties
adjacent to Bradbury Road.

APPENDIX D
Soil Map—Los Angeles County, California, Southeastern Part (property boundary)
Natural Resources
Conservation Service
Web Soil Survey
National Cooperative Soil Survey
9/2/2021

Page 1 of 3 ends

3779040 3779060 3779080 3779100 3779120 3779140 3779160 3779180 3779200 3779220 3779240 3779040 3779060 3779080 3779100 3779120 3779140 3779160 3779180 3779200 3779220 3779240 409360 409380 409400 409420 409440 409460 409480 409500 409360 409380 409400 409420 409440 409460 409480 409500 34° 9' 0'' N
117° 59' 0'' W
34° 9' 0'' N
117° 58' 53'' W
34° 8' 54'' N
117° 59' 0'' W
34° 8' 54'' N
117° 58' 53'' W
N
Map projection: Web Mercator Corner coordinates: WGS84 Edge tics: UTM Zone 11N WGS84 0 50 100 200 300
Feet
0 15 30 60 90
Meters
Map Scale: 1:1,030 if printed on A portrait (8.5" x 11") sheet.

Soil Map may not be valid at this scale.

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: Los Angeles County, California, Southeastern Part
Survey Area Data: Version 7, May 27, 2020
Soil map units are labeled (as space allows) for map scales 1:50,000 or larger.

Date(s) aerial images were photographed: Jun 26, 2019—Jul 8, 2019
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—Los Angeles County, California, Southeastern Part (property boundary)
Natural Resources
Conservation Service
Web Soil Survey
National Cooperative Soil Survey
9/2/2021

Page 2 of 3 ends

Map Unit Legend
Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI 1006 Urban land-Soboba complex, 0
to 5 percent slopes

0.7 68.3%
1138 Urban land-AzuvinaMontebello complex, 0 to 5
percent slopes

0.3 31.7%
Totals for Area of Interest 1.0 100.0%
Soil Map—Los Angeles County, California, Southeastern Part property boundary Natural Resources
Conservation Service
Web Soil Survey
National Cooperative Soil Survey
9/2/2021

Page 3 of 3 ends

Native Tree Survey and Arborist Report
for an approximate 0.36-acre Site
North of Wildrose Ave., between Deodar Ln. and Bradbury Rd.

In the City of Bradbury, County of Los Angeles, California Prepared for:

EPD Solutions, Inc
Contact: Danielle Thayer, Project Manager
2 Park Plaza, Suite 1120| Irvine, California 92614
Prepared by:

Golden State Land & Tree Assessment
George J Wirtes, MS, RCA #738
ISA Certified Arborist
Report Date: September 22, 2021 (Final Revision: June 16, 2022) Tree Survey and Arborist Report
Page ii

TABLE OF CONTENTS
Section 1: Executive Summary............................................................................................................ 1 Section 2: Background ......................................................................................................................... 2

2.1 - Project Location and Description...................................................................................... 2

2.2 - Site and Vicinity Characteristics....................................................................................... 3

2.3 - Assignment and Scope of Survey ..................................................................................... 5

2.4 - Survey Method and Health Assessment............................................................................ 6

2.5 - Hazard Risk Assessment................................................................................................... 6

2.6 - Local Tree Regulation (Bradbury Municipal Code Chapter 118)..................................... 7

2.6.1 - Tree preservation and landscaping approval (Sec. 9.118.040) ......................... 8

2.6.2 - Regulations, controls and prohibitions (Sec. 9.118.060) .................................. 8

2.7 - Limitations and Exceptions of Assessment....................................................................... 8 Section 3: Subject Trees and Observations........................................................................................ 9

3.1 - Species Assessment......................................................................................................... 11

3.2 - Coast live oak (Quercus agrifolia).................................................................................. 11

3.3 - Interior live oak (Quercus wislizeni)............................................................................... 11

3.4 - Oak Woodland ................................................................................................................ 12

3.5 - Observations.................................................................................................................... 12 Section 4: Discussion and Recommendations .................................................................................. 17

4.1 - Conclusion ...................................................................................................................... 17

4.2 - Discussion ....................................................................................................................... 17

4.3 - Recommendations........................................................................................................... 17

4.3.1 - Monitoring During and After Construction .................................................... 17

4.3.2 - Tree Preservation and Landscaping Plan ........................................................ 17

4.3.3 - Tree Replacement ........................................................................................... 18

4.3.4 - Monitoring Plan .............................................................................................. 18

4.3.5 - Post Installation Tree Inspection and Monitoring........................................... 18

4.3.6 - Migratory Bird Treaty Act .............................................................................. 19

4.3.7 - Tree Protection during Construction............................................................... 19 Section 5: Qualifications Of Arborist ............................................................................................... 20 Section 6: References.......................................................................................................................... 21 Tree Survey and Arborist Report

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SECTION 1: EXECUTIVE SUMMARY
This native tree survey has been performed at the request of EPD Solutions, Inc. for a proposed 0.3-acre acre site in the City of Bradbury, California, in the County of Los Angeles. The site is a steep, south-facing slope, north of Wildrose Ave. with a dense stand of native oaks trees. The field survey associated with this report was performed on September 1, 2021, with brief follow up site visits performed on March 18 and May 3, 2022.

The subject trees were tagged with an aluminum tag containing a unique number. As part of this survey, details of each tree were recorded documenting their species, stature, health, local environment as well as conditions in which they occur. Within the project site, 46 trees were assessed onsite involving two native species, coast live oak (Quercus agrifolia) and a single representative of interior live oak (Quercus wislizeni), which may be a hybrid. Having a diameter at breast height (DBH) of 6-inches or greater, 38 of the oak trees surveyed qualify as Prominent Trees as defined by the Bradbury Municipal Code, Chapter 118 (Sec. 9.118.030). Due to the dense nature of the stand, local environmental conditions and steep terrain, many of the trees onsite should be removed to mitigate the potential risk of failure they pose. In all, 21 (47.7%) of the trees onsite should be considered for removal as part of the project; this is primarily due to the risk they pose given their current circumstance (instability, poor growth form, etc.). Of the 25 trees in fair or good health, 22 qualify as Prominent given their DBH.

The City of Bradbury’s Municipal Code outlines provisions and guidelines for tree removal, installation, preservation, and maintenance within the City; this is especially important when considering native and special status tree species within the City. All trees that are intended for removal as part of a project require a permit for removal and must be approved by the Planning Director. Seriously diseased or dead trees must be removed in accordance with the Code (with approval of a no-fee permit). The Director must approve final mitigation involving all replacement tree species and size.

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SECTION 2: BACKGROUND

2.1 - Project Location and Description
The 0.3-acre site is located along the northern slope adjacent to Wildrose Ave. between Deodar Ln. and Bradbury Rd. in the City of Bradbury; it is approximately 1.8 miles from the intersection of the 605 FWY and Interstate 210 in the City of Bradbury in the County of Los Angeles (see Figure 1 below).

The proposed project involves road widening within the right-of-way of Bradbury Road and Wildrose Avenue to the east and north respectively. The slope containing the stand of native oaks will be remanufactured to accommodate a new slope, and a retaining wall will be installed. The project also includes associated hardscape, irrigation, and landscaping.

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2.2 - Site and Vicinity Characteristics
The elevation of the site is at approximately 600 feet above mean sea level, and the topography slopes steeply to the south towards Wildrose Ave. The local vicinity is within Sunset Zone is 21 and USDA Hardiness Zone 10a. As indicated in Table 1 below, two distinct soil series occur within the site boundary.

These soil series are described by the Natural Resource Conservation Service (NRCS) as alluvium, derived from granite (see Table 1 below).

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Table 1. Soils on Site
Map Unit Symbol Map Unit Name Acres Percent
1006 1006—Urban land-Soboba complex, 0 to 5 percent slopes Description of Urban Land
Setting
• Landform: Alluvial fans
• Slope: 0 to 5 percent
• Depth to restrictive feature: 0 inches to manufactured layer • Runoff class: Very high
• Frequency of flooding: Rare, None
Description of Soboba
Setting
• Landform: Alluvial fans
• Parent material: Discontinuous human-transported material over alluvium derived from granite
Typical profile
• A - 0 to 4 inches: gravelly sand
• C1 - 4 to 47 inches: very cobbly sand
• C2 - 47 to 79 inches: extremely cobbly sand

0.05 19.1%
1138 1138—Urban land-Azuvina-Montebello complex, 0 to 5 percent slopes Description of Urban Land
Setting
• Landform: Fan remnants
• Slope: 0 to 8 percent
• Depth to restrictive feature: 0 inches to manufactured layer • Runoff class: Very high
Description of Azuvina
Setting
• Landform: Fan remnants
• Parent material: Discontinuous human-transported material over old alluvium derived from granite
Typical profile
• ^A1 - 0 to 5 inches: loam
• ^A2 - 5 to 14 inches: loam
• 2Bt1 - 14 to 24 inches: clay loam
• 2Bt2 - 24 to 43 inches: sandy clay loam
• 2BCt1 - 43 to 57 inches: loam
• 2BCt2 - 57 to 79 inches: fine sandy loam
Description of Montebello
Setting
• Landform: Fan remnants
• Parent material: Human-transported material over alluvium derived from granite
Typical profile
• ^A - 0 to 4 inches: silt loam
• ^C - 4 to 34 inches: clay loam
• 2Bt1 - 34 to 53 inches: loam
• 2Bt2 - 53 to 79 inches: loam

0.25 80.9%
Totals for Area of Interest 0.3 100.0%
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The vegetation community onsite includes a dense coast live oak woodland as well as native and nonnative trees and shrubs located on a steep slope.

Plate 1. This is a western view of the dense stand of oaks within the project site; it is an isolated community of oak woodland with limited connectivity to other such woodlands along the local foothills.

2.3 - Assignment and Scope of Survey
Golden State Land & Tree Assessment (GSLTA) was retained to inventory all the native trees within the project area, determine their species and level of significance, and make a determination as to each tree’s health for potential future preservation. Specifically, a health assessment was performed cataloging the health and stature parameters of each tree onsite; this included, but was not limited to: recording total diameter at breast height (DBH), canopy spread, tree height, apparent disease/decay, other signs of potential hazard, and pest damage. A potential risk assessment was also conducted keeping public safety in mind.

All documentation in this report is in compliance with industry standards as well as requirements published Tree Survey and Arborist Report

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by the International Society of Arboriculture (ISA). This report includes recommendations and mitigation measures meant to satisfy all applicable ordinances and permit guidelines.

2.4 - Survey Method and Health Assessment
The field survey for this report was performed on September 22, 2021. Brief follow up visits were performed on March 18 and May 3, 2022 to specifically discuss the location of the City’s Right of Way (ROW) and verify survey data. Prior to the field survey, the City of Bradbury’s website was accessed to review specific tree protection guidelines. An aerial photograph was used as a visual guide during the assessment.

A handheld Global Positioning System (GPS) device and GPS-enabled smartphone with digitized project boundaries were used to identify the location of each subject tree. The position of the subject trees was recorded using a GPS, whose data was exported into GIS for periodic illustration over aerial photographs.

The crown-width was estimated by pacing, and the height of each subject tree was visually estimated using a tangent height gauge. These data were recorded on field sheets, and associated aluminum numeric tags were affixed to trees on the north side at approximately 4.5 feet above grade for later reference. Aerial views were captured using a DJI Mavic Air 2 controlled by a DJI Fly smartphone app.

Tree status (relative condition, stature, and health) was conducted by ISA arborist/biologist, George Wirtes, RCA from ground level with the aid of binoculars. To estimate wood integrity, a rubber mallet was occasionally used to assess possible decay within the tree stem and flare. As indicated earlier, no invasive procedures were performed. Visual characteristics were recorded on field sheets, and twig/leaf samples as well as digital photographs were taken as needed to assure accurate identification. Overall health and general appearance of each tree was numerically rated (Health/General Appearance Rating - 1-Good, 2- Fair, 3-Poor, 4-Decline/dead) based on the aforementioned conditions. The local environment was also assessed in relation to the tree species and conditions of its location (Local Environment Rating - 1-Good, 2-Fair, 3-Poor, 4-Inappropriate). For this rating, the species was considered in relation to the environment.

Other conditions were also considered such as fence lines, utilities, competing canopies, grade cuts/slope, etc.

2.5 - Hazard Risk Assessment
The International Society of Arboriculture (ISA) recommends a Hazard Assessment to be included with arborist reports. Such an assessment is an important component of any report and is critical if trees are to be located near public areas such as parks, walkways, residences, and buildings. This tree assessment includes a Level 2 Basic Risk Assessment as defined by ISA Best Management Practices. This type of assessment is limited to evaluating trees and obvious signs of defects such as:
• Dead or broken structures
• Cracks
• Weakly attached branches and co-dominant stems
• Missing or decayed wood
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• Unusual tree architecture or distribution
• Obvious loss of root support
A risk rating is assigned to each tree based on its defects, aesthetics, apparent health, location and the nearby targets (people or property). As defined by ISA, the ratings are defined below:

1. Low - Low-risk category applies when consequences are negligible, and likelihood is unlikely, or consequences are minor, and likelihood is somewhat likely.

2. Moderate - Moderate risk situations are those for which consequences are minor and likelihood is very likely or likely or likelihood is somewhat likely, and the consequences are significant or severe.

3. High - High-risk situations are those for which consequences are significant and likelihood is very likely or likely or Consequences are severe, and likelihood is likely.

4. Extreme - The extreme risk category applies in situations in which failure is imminent and there is a high likelihood of impacting the target and the consequence of the failure is severe. The tree risk assessor should recommend that mitigation measures be taken as soon as possible.

It is impossible to maintain a tree free of risk. A tree is considered hazardous when it has a structural defect that predisposes it to failure, and it is located near a target. • A target is person or property that may sustain potential injury or property damage if a tree or a portion of a tree fails.
• Target areas include sidewalks, walkways, roads, vehicles, structures, playgrounds, or any other area where people are likely to gather.
• Structurally sound and healthy trees may also be hazardous if they interfere with utilities, roadways, walkways, and sidewalks, or if they obstruct motorist vision. • Common hazards include dead and diseased trees, dead branches including bark, stubs from topping cuts, broken branches (hangers), multiple leaders, tight-angled crotches, and an unbalanced crown. Evaluation of risk is as follows: 1-Good, 2-Fair, 3-Poses risk, and 4-Hazardous.

2.6 - Local Tree Regulation (Bradbury Municipal Code Chapter 118) Below are select elements of the City of Bradbury’s Municipal Code (Code). The City affords protection to native and non-native tree species as follows:
• Native tree means any woody plant species indigenous to the desert, foothills or canyons of southern California prior to the California Mission Period, provided that the plant has an expected mature trunk size of six inches DBH and has an expected mature height of 15 feet or higher. • Prominent tree means a woody perennial plant with a trunk DBH of six inches or more, and having an expected mature height of 15 feet or higher.
• Significant tree means any non-native or exotic tree with a trunk DBH of six inches or more, and having an expected mature height of 15 feet or higher, and known to survive in the southern California environment.

Accordingly, Giant sequoias, redwoods (Sequoiadendron semperivirens), and dawn redwoods (Metasequoia glyptostroboides), evergreen native oaks (such as Quercus agrifolia, engelmannii), deciduous oaks (such as Quercus lobata, and kelloggii) are to be regarded as important native trees even Tree Survey and Arborist Report

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though they have been planted by man, introduced (or possibly reintroduced) into the Southern California foothill and canyon environments.

2.6.1 - Tree preservation and landscaping approval (Sec. 9.118.040) The Code also states, no removal or topping of existing prominent and/or significant trees is permitted on a building site without prior approval of the Planning Commission. A tree preservation and landscaping plan shall be included as part of the architectural review.

2.6.2 - Regulations, controls and prohibitions (Sec. 9.118.060) No prominent tree, native tree or any other tree defined in Section 9.118.030 and/or which is of a desirable genus and species shall be removed without first obtaining a permit to do so. The City Manager shall issue such permits only after the presentation of photographs and/or drawings showing that the prominent tree is a significant health or fire hazard or has become an extremely severe detriment to the view of the mountains or valley from house sites.

The CODE (Sec 9.118.060(b) also specifies that, seriously diseased or dead trees shall be treated or removed by the property owner as necessary to correct the condition or prevent the spread to trees on adjoining properties. The Eucalyptus species of tree killed by the eucalyptus longhorn beetle (ELB) must be cut down, buried or chipped. Trees which show symptoms of ELB infestation may require removal, unless adequate moisture becomes available allowing the tree to produce sufficient quantities of resin to kill all or enough of the larvae that the tree recovers from the infestation. A no-fee permit will be issued for removal of a dead or diseased tree.

2.7 - Limitations and Exceptions of Assessment
This survey was conducted in a manner that draws upon past education, acquired knowledge, training, experience, and research. It was conducted to the greatest extent feasible, and although the information gathered reduces risk of tree failure/decline, it does not fully remove it.

The project area included a steep slope with a significant duff layer that obscured viewing at times. No diagnostic testing was performed during this assessment. This survey associated with this Arborist Report included no soil sampling, root excavation, trunk coring/drilling or any other invasive procedure. The determinations of damage due to pest infestation and decay were made solely on outward appearance and inspection of the tree structures. Not all tree defects may be visible from the ground. Epiphytic growth can also obscure defects on the stem and in the canopy of a tree. Arborists cannot detect every condition that could possibly lead to the structural failure of a tree. Trees are living organisms subject to attack by disease, insects, fungi and other forces of nature. Many aspects of tree health and environmental conditions are often not detectable (internal decay, poor root anchoring, etc.). Arborists cannot guarantee that a tree will be healthy or safe under all circumstances, or for a specified period of time.

The statements made in this report do not take into account the effects of climate/wind extremes, vandalism, or accident (whether physical, chemical, or fire). In addition, this area is known to have periodic, high Tree Survey and Arborist Report

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velocity Santa Ana winds from transient high-pressure ridges. Golden State Land & Tree Assessment cannot, therefore, accept any liability in connection with these factors, or where prescribed work is not carried out in a correct and professional manner in accordance with current ISA good practice. The authority of this report ceases at any stated time limit within it, after one year from the date of the survey (if none stated), when any site conditions change, or after pruning (or other activity) not specified in this report.

The goal of this survey is to recommend measures to limit risk exposure while enhancing the beauty and health of each tree onsite. Clients may choose to accept or disregard the recommendations contained within this report, or seek additional advice. To live near trees is to accept some degree of risk. The only way to eliminate all risk is to remove all trees onsite.

SECTION 3: SUBJECT TREES AND OBSERVATIONS
As previously indicated, specific measurements and parameters of all trees onsite were recorded on tree assessment worksheets at the time of the survey; these data have been transferred into the table in Appendix A at the end of this document. During the follow up assessment, the City’s ROW was staked out and each trees location was “ground-truthed” by the project engineer, RKA Consulting. Appendix A was updated to reflect this.

Within the site, 46 trees consisting of two distinct, native species was assessed (see Figure 2 below). The age of the trees onsite ranged from mature to senescent and the health from rigorous to in significant decline.

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3.1 - Species Assessment
During the survey, tree assessments were conducted according to general ISA guidelines and City requirements; GPS waypoints were recorded as were specific details of each tree. The tree species represented onsite are described in detail below, and a comprehensive table is provided in Appendix A of this report.

The most common, native tree species on site was the coast live oak (Quercus agrifolia), composing 97.8% of all native species within the project area. A single specimen of interior live oak (Quercus wislizeni) was also noted; however, this may be a hybrid species of the former species. One Western sycamore was noted outside of the site boundary to the northwest near the water feature along Deodar Lane. In general, the species onsite were appropriate for the location. A species profile is provided below.

3.2 - Coast live oak (Quercus agrifolia)
This California native species is a massive, drought tolerant, but a graceful tree. The coast live oak is a beautiful evergreen oak that grows predominantly west of the central valleys near the coast and within the interior foothills of California. Its habit is spreading or weeping and requires ample growing space. Its form is oval, rounded or umbrella shape. The roots of this species are associated with mycorrhizae that aid in water uptake during the dry season.
• Height: 20 - 70 feet. Width: 110 feet.
• Growth Rate: 24 Inches per Season.
• Longevity Greater than 150 years. Some specimens may attain an age exceeding 250 years, with trunk diameters up to three or four meters.

It prefers full sun to partial shade and moist to dry loam or sand textured soil. Its branch strength is rated as strong. this species is susceptible to gold spotted oak borer, aphids, beetle borers, beetle grubs, caterpillars, coddling moths, insect galls, scales and white fly, sudden oak death, crown rot, mistletoe, oak root rot, phytophthora, powdery mildew, root rot and sooty mold.

There were 43 coast live oak trees noted within the project site. As noted in the plates on the following pages, the stand was rather dense and mostly located on a significant slope with a southerly aspect.

3.3 - Interior live oak (Quercus wislizeni)
This California native species is a relatively massive tree that grows mostly in the interior areas where it is warmer with lest coastal influence. Its habit is spreading and requires ample growing space. Its form is rounded or vase-like shape with evergreen foliage; it is an important native species. • Height: up to 70 feet. Width: 40-80 feet.
• Growth Rate: 12-24 Inches per Season.
• Longevity Greater than 150 years.

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It prefers full sun to partial shade and moist to dry loam or sand textured soil. Its branch strength is rated as strong and its root damage potential is rated as moderate. this species is susceptible to Armillaria, crown rot, mistletoe, powdery mildew and caterpillars, coddling moths, insect galls, white fly. There was only one representative of this species, but may be a hybrid with a coast live oak species.

3.4 - Oak Woodland
There are 22 different oak species and many other hybrids native to California. They are present in a vast array of habitats from riparian to montane environments. Oaks can occur in dense brush form or as isolated trees dotting a hillside. Oak woodlands comprise a diverse set of communities, but are generally defined as being mixed, oak-dominated plant communities where overall tree cover is greater than 10 percent; the tree canopies or crowns range from largely overlapping to vast, open areas. Oak woodlands can vary considerably in species composition and richness due to varying vegetation, topography, soil, and water regimes. This vegetation community provides food production, spatial diversity, both horizontal spacing and vertical stratification, as well as protective cover.

3.5 - Observations
The stand of oaks within the site is a remnant population of the fragmented stands within the local area with limited connectivity to the other stands. As previously indicated, the majority of the stand of coast live oaks were located on the slope within the project site. It was noted that several trees had fallen in the past and remaining stumps were left in place following the removal of the fallen trees. Very little flora was found beneath the canopy under the dense stand of oak trees.

Due to the dense nature of the stand along with the significant slope of the terrain and level of disturbance, many of the trees are diseased, infested, or having a poor growth form requiring removal. In all, 21 (47.7%) of the trees onsite should be removed due to their condition. The remaining 25 trees (56.8%) are in fair to good health and may be preserved as part of the project, but monitoring and bracing may be warranted. The plates below include observations of the trees within the project area that are in decline or showing evidence of pest infestation and disease stemming from lack of irrigation and maintenance.

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Plate 2. This is a view a large canker within a lower
stem (#435).

Plate 3. This is a view of multiple cankers along the
stem in the upper canopy (#435).

Plate 4. This is a view of eroded substrate resulting in exposed structural roots (#436).

Plate 5. This is a view multiple cankers with
stained bark (#437).

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Plate 6. This is a view of a tree with a significant lean and vertical fissure (#439).

Plate 7. This is a view of embedded fence that has
been compartmentalized within the stem tissue
(#460).

Plate 8. This is a view of horizonal stem growth along
substrate lacking geotropism (#441).

Plate 9. This is a view of a codominant stem system
(#468).

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Plate 10. This is a view of severe decay on a stem
(#435).

Plate 11. This is a view of a diseased tree in decline
that has lost its central stem (#444).

Plate 12. This is a view of diseased foliage, possible
from a bacterial or viral pathogen (such as anthracnose) (#452). Chlorosis can be seen as well.

Plate 13. This is a view of a tree growing along the
substrate redistributing dominance to upward facing
limbs (#452).

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Plate 14. This is a view of an unclosed branch cut with decayed internal tissue (#464).

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SECTION 4: DISCUSSION AND RECOMMENDATIONS

4.1 - Conclusion
Within the project site boundary, 46 trees were assessed composed of two distinct species, coast live oak (Quercus agrifolia) and a single specimen of interior live oak (Quercus wislizeni), which may be a hybrid.

A single western sycamore (Platanus racemosa) was noted just beyond the project boundary (see Figure 2 above); this species is native to California as well. No other native trees onsite have any other special designations as described in the Municipal Code for the City. Of all the trees surveyed, 38 qualify as a Prominent Tree having a DBH of 6-inches or greater (22 of which are of good or fair health). In all, 21 (47.7%) of the trees onsite should be considered for removal due to the trees being diseased, infested, or having a poor growth form (as demonstrated in Appendix A); this can lead to in increased chance of failure, especially given the steep slope in which they occur. The other 25 trees are in fair to good health and would require mitigation, if removed (see Recommendations below).

4.2 - Discussion
As indicated, many of the trees onsite are in poor condition due to local conditions, such as local competition for growth and resources, or other variables such as sloped and eroded soil substrate or disturbance. With that said, coast live oak trees (as with many Quercus others) are tenacious and capable of sustained growth in adverse conditions contributing to the local ecology despite their present condition. In addition, the subject trees are adjacent to a well-traveled road (Bradbury Road) with their canopy often reaching potential targets.

4.3 - Recommendations

4.3.1 - Monitoring During and After Construction
It is significant that many trees surveyed have an exaggerated lean within the existing, steep, eroded slope, thereby increasing their chance for failure. It is important that by a qualified ISA certified arborist with Tree Risk Assessment Qualification (TRAQ) be on-site (or consulted with) during construction activity to make a final determination if any trees may be preserved when grading within the tree protection or critical root zones. It is also highly recommended that a post-construction tree survey be conducted if any large trees are to remain in the vicinity of the improved roadway.

4.3.2 - Tree Preservation and Landscaping Plan
According to Bradbury Municipal Code Section 9.118.040, no removal or topping of existing Prominent and/or Significant trees is permitted on a building site without prior approval of the Planning Department.

A tree preservation and planting plan should be included as part of the architectural review. As such, the following measures are recommended for inclusion as part of the tree preservation and planting plan that should be prepared to meet tree preservation and replacement requirements set forth under Bradbury Municipal Code Chapter 118.

Tree Survey and Arborist Report

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4.3.3 - Tree Replacement
Given the population of trees onsite (native/Prominent Trees), any tree removed requires a removal permit and subsequent mitigation unless otherwise stated by the City’s Planning Director. Recommended mitigation for tree removal is replanting with like-kind specimens from a local nursery specializing in native species. Candidate trees should consist exclusively of indigenous oak trees and certified as being grown from a seed source collected from an indigenous oak woodland from local populations (where feasible).

Recommended mitigation is as follows:
• Plant two replacement oak trees (ratio of 2:1) at an on-site location for each single oak tree removed.

The replacement tree(s) shall be a minimum of fifteen (15) gallon in size and measure at least one inch in diameter one foot above the base. The mitigation area should be protected by chain-link fencing and appropriate signage identifying the site as Protected Habitat. • Plant two replacement oak trees (ratio of 2:1) at an off-site location with a minimum of fifteen (15) gallon tree (measured at least one inch in diameter one foot above the base). • Pay an in-lieu fee for each oak removed. This fee shall be adjusted by the planning department and the funds set aside in a pre-determined trust with the objective to purchase off-site oak woodland and provide maintenance for an existing oak woodland.
• Any combination of the measured detailed above
These measures must be in accordance with the City’s Municipal Code. Removal of any trees must be preceded by authorization from the City’s Planning Department and be replaced with an approved species in an approved-size container based on the diameter of the stem of the tree removed.

4.3.4 - Monitoring Plan
An ISA arborist should monitor the replacement trees for a minimum of three years, to evaluate the growth, health and condition of the replacement trees. In addition, an ongoing maintenance and monitoring plan is recommended for those trees preserved onsite; this is to ensure public safety and minimize liability due to potential tree failure. Strategic pruning compliant with ISA standards must be performed to subordinate non-primary, codominant stems, and canopy deadwood should be removed. Regular maintenance is recommended according to ISA standards.

4.3.5 - Post Installation Tree Inspection and Monitoring The road improvement will significantly impact the substrate beneath many oaks that will remain onsite.

Portions of root crowns will inevitably be impacted possible changing the nearby grade, hydrology, and other significant conditions. Given the degree of the resident trees’ inherent lean to the south and their potential to fall towards the roadway, a post-installation inspection must be performed that includes a workplan for bracing (as needed) to mitigate potential tree failure. A monitoring plan following this inspection is also recommended to assure survival of the remaining trees.

Tree Survey and Arborist Report

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4.3.6 - Migratory Bird Treaty Act
Pursuant to the Migratory Bird Treaty Act (MBTA) and CDFG Code, removal of any trees, shrubs, or any other potential nesting habitat should be conducted outside the avian nesting season. The nesting season generally extends from early February through August, but can vary slightly from year to year based upon seasonal weather conditions.

4.3.7 - Tree Protection during Construction
Building/grading near trees requires that they are healthy at the start of the project for the stand to recover well. Some older trees have little tolerance for root damage or other stress factors. Younger, more vital trees are more tolerant of changes in their surroundings. However, each change in soil compaction, irrigation, under plantings, and other condition takes some of an older tree’s strength and vigor and further diminishes its health. The main stresses and risks of construction are:
• Soil compaction
• Lack of water or changes in the site hydrology
• Change of grade in the root zone
• Physical damage to tree roots and structure
• Dumping of potentially toxic construction wastes
• Lack of pest control and other care
• Dust
• Human error
Mature trees take a long time to heal from, or respond to, injury. It could take 10 years for some trees to make a visible improvement in health after construction impacts occur. On the other hand, it could take 10 years for a tree to visibly start declining after cutting roots, compacting the soil, or raising the grade.

To mitigate against adverse impacts to preserved trees onsite, the following measures must be considered:

1. Dripline fencing must be placed a minimum of 1 foot in radius from the tree per 1 inch of diameter at breast height (for example, 6-inch trunk = 6 feet protection radius/12 feet diameter).

2. Dripline fencing must be erected so that it is visible and structurally sound enough to deter construction equipment, foot traffic, and the storing of equipment under tree canopies.

3. Raising or lowering the grade in the root zone of trees can be fatal or ruin the health of trees for years to come. Grade change and soil compaction force out the oxygen and literally press the life out of the soil. A retaining wall can be used to minimize the amount of the root zone that is affected, but it is essential that the footing is not continuous. Gravel and aeration pipes should be placed inside the retaining wall before the fill is placed. Consult with a qualified civil engineer for proper design calculations.

4. Trenching within the protection zone must be avoided wherever possible. Most of the roots are in the top 1 to 2 feet of soil, and trenching can sever a large percentage of roots.

5. Oil from construction equipment, cement, concrete washout, acid washes, paint, and solvents are toxic to tree roots. Signs should be posted on the fencing around trees notifying contractors of the fines for dumping. Portable latrines that are washed out with strong detergents can damage the fine roots of the Tree Survey and Arborist Report

Page 20 ends

trees. Portable latrines should not be placed near trees, nor where frequent and regular foot traffic to them will compact the soil below the trees.

6. Construction creates large amounts of dust, and the oaks and any other trees to be preserved will need to be kept clean. Dust reduces photosynthesis on all trees. Strict dust control measures must be implemented during construction to minimize this impact, and an occasional rinsing with a solution of water and insecticidal soap will help control pests.

SECTION 5: QUALIFICATIONS OF ARBORIST
Mr. Wirtes is a Certified Arborist (CH-08084) with the International Society of Arboriculture (ISA) and a Registered Consulting Arborist (RCA #738) with the American Society of Consulting Arborists. Mr.

Wirtes was originally ISA Certified in November of 2005 and has conducted numerous tree assessments for residential properties that involve native and ornamental tree species. Most notably, Mr. Wirtes has created an oak regeneration plan and a Joshua tree protection plan as part of a mitigation effort within the Counties of Ventura and Los Angeles respectively. He has performed numerous tree surveys in Riverside, San Bernardino, and Los Angeles Counties on sites with as many as 500 trees. Mr. Wirtes’ education includes a Bachelor of Science in Biology and a Master of Science in Environmental Science from California State University at Fullerton.

I certify that the details stated herein this report are true and accurate:
________________________________________________________________ George Wirtes, MS, RCA #738
ISA Certified Arborist, CH-08084
Tree Survey and Arborist Report

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SECTION 6: REFERENCES
Calflora. 2021. Website at http://www.calflora.org.

Cal-IPC 2021. Website at https://www.cal-ipc.org/plants/inventory/ City of Bradbury, 2021. Municipal Code posted on website:
| Code of Ordinances | Bradbury, CA | Municode Library
Fite et al. 2016. “Best Management Practices – Managing Trees During Construction” International Society of Arboriculture.

Hickman, J.C. 1993. The Jepson Manual: Higher Plants of California. University of California Press. Berkeley, California.

Natural Resource Conservation Service. 2021. Website at http://ortho.ftw.nrcs.usda.gov/ University of California, 2021. California Tree Failure Report Program website at http://ucanr.edu/sites/treefail/
University of Florida Environmental Horticulture Department 2021. Website at http://hort.ifas.ufl.edu/
UFEI, 2021. Urban Forest Ecosystems Institute website at https://selectree.calpoly.edu/ Virginia Tech, Dendrology Dept. 2021. Website at
http://www.cnr.vt.edu/DENDRO/dendrology/main.htm
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Appendix A - Tree Species Matrix
Note - This tree survey and the details recorded below are meant to characterize the trees within the property. The assessment is not exhaustive, but is a balance between the competing forces of indepth description and cost effectiveness. The goal was to accumulate enough data to make a judgment as to what role, if any, the existing trees may have in the proposed project.

Tree Tag # Species1 DBH (inches) Height (feet) Canopy Width (feet) (North on top)
Gen
App
Env
Risk
Conclusion Within City
1st Trunk 2nd Trunk 3rd Trunk 4th Trunk 5th Trunk 6th Trunk Total ROW* 435 Coast Live Oak 16 16 18 2 3 3 3
Remove
N
Sprouter, Significant decay at mid-stem, Crossing canopy branch 16 4 40 436 Coast Live Oak 30 30 45 30 2 2-3 2-3
Prune
N
Good Vigor, Some exposed structural roots 22 18
40 437 Coast Live Oak 10 10 14 2 3 3 3
Remove
N
Off center mass, Stained bark/cankers, Competing canopies 4 20 24 438 Coast Live Oak 6.5 6.5 9 1 3 3 2-3
Remove
N
Poorly developed canopy, Adjacent to failed tree stump 1 14 8 439 Coast Live Oak 11 11 17 26 2-3 3 3-4
Remove
N
Vertical fissures/furrowed, Poor structural footing to south with failed stump, 45 degrees lean to North 8 20 0 440 Coast Live Oak 13 13 24 14 2-3 2-3 2-3
Prune
N
Lean to North, Good vigor, Fair form, Decay at primary branch (remove) 0 22 12 441 Coast Live Oak 16 16 22 36 3 3-4 2
Remove
N
Laying on ground, Poor form 0 30
0 442 Coast Live Oak 15 15 16 0 2-3 3 2-3
Prune
N
Trim to control mass offset, Footing appears ok, Brace and monitor 14 10 38 443 Coast Live Oak 5.5 5.5 18 6 2-3 2-3 2-3
Prune
N
Small, Crowded canopy, Fair form and vigor 0 6
2 444 Coast Live Oak 6 6 12 8 3 3 2-3
Remove
N
Topped, Beneath canopies, Internal decay 8 6
6 445 Coast Live Oak 7.5 10 17.5 31 10 3 3 3
Remove
N
Internal decay up most of primary stem 6 14
18 446 Coast Live Oak 4.5 4.5 16 6 2-3 2-3 2-3
Prune
N
Small specimen, Fair form and vigor 0 8
4 447 Coast Live Oak 13 13 20 0 2-3 3 3
Prune
N
Off center mass, Trim to center mass, Increased lean 60 degrees to East 0 10 12 448 Coast Live Oak 4.5 4.5 10 2 3 3 3
Remove
N
Topped, Internal decay 4 8
12 449 Coast Live Oak 11 11 14 0 3 3 3-4 Remove N
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Poor canopy development, Increased lean to street 6 6
20 450 Coast Live Oak 11 11 16 0 3 3 3
Remove
N
Poorly developed canopy, Internal decay 0 6
18 451 Coast Live Oak 6 6 12 0 3 3 3
Remove
Y
Poor form and vigor, Increased lean to street 0 10
12 452 Coast Live Oak 6.5 6 12.5 10 0 3 3 3
Remove
Y
Co-dominate stem, Decay at primary stem, Borers, Decreased vigor 0 16 18 453 Coast Live Oak 18 16 34 14 0 2-3 3 3
Remove
N
Off-center mass, Trim to decrease risk, Sweep lean 12 35 38 454 Coast Live Oak 20 20 30 4 2-3 2-3 2-3
Prune
N
Strategically prune, good form and vigor 12 22
18 455 Coast Live Oak 8 10 18 17 20 3-4 3-4 3
Remove
N
Canopy on ground, Poor prognosis, Significant internal decay 13 0 2 456 Coast Live Oak 12 12 32 20 2-3 2-3 2-3
Prune
N
Along fence edge, good form and vigor 0 20
12 457 Coast Live Oak 6 6 15 1 3-4 2-3 2-3
Remove
N
Topped 0 1
0 458 Coast Live Oak 4 4 16 12 3 3 3
Remove
N
Decay at top of canopy 4 12
4 459 Coast Live Oak 11 11 25 8 2 2 2-3
Remove
N
Good form and vigor 8 12
8 460 Coast Live Oak 13 13 25 20 2 2 2-3
Prune
N
Embedded fence, good form and vigor 18 14
4 461 Coast Live Oak 12 12 18 20 3 3 3
Prune
Y
Sweep lean, Trim to reduce risk to the targets with poor crotch, Offset mass, Crowded canopy 0 22 0 462 Coast Live Oak 5.5 6 11.5 18 8 2-3 3 2-3
Prune
N
Co-dominate stem, Monitor, Moist soil 14 0
0 463 Interior live oak 7.5 7.5 24 12 2-3 2-3 2-3
Prune
N
Possible hybrid of coast live oak 12 12
12 464 Coast Live Oak 10 10 18 12 2-3 2-3 2-3
Prune
Y
Crowded canopy, good vigor, Some possible anthracnose 12 0 10 465 Coast Live Oak 13 13 24 0 3 3 3
Prune
Y
Crowded canopy, Offset canopy, 15-degree lean 16 10
24 Tree Survey and Arborist Report

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466 Coast Live Oak 7.5 7.5 22 12 2-3 2-3 2-3
Prune
N
Wet soil, Crowded canopy, Poor canopy development 0 16
0 467 Coast Live Oak 12 12 22 10 2-3 2-3 2-3
Prune
N
Good form and vigor, Leaf rust, Bacteria infection, Anthracnose? 16 10 18 468 Coast Live Oak 4.5 5 5 14 4 2-3 2 2
Prune
Y
Co-dominate stem, good vigor 6 2
4 469 Coast Live Oak 22 16 38 36 22 2-3 2-3 3
Prune
Y
Unstable cliff, Co-dominant, Brace 20 24
18 470 Coast Live Oak 24 24 32 24 2-3 2-3 2-3
Prune
N
Good form and vigor, large specimen 26 24
22 471 Coast Live Oak 25 25 31 16 2-3 2-3 2-3
Prune
N
Good form and vigor, large specimen 17 22
22 472 Coast Live Oak 36 36 30 4 2-3 3 3 Prune Y
Large unclosed branch cut, some lower stem decay, Termites, Offset canopy 10 38 32 473 Coast Live Oak 9.5 9.5 16 0 3 3 3 Remove Y
45-degree lean, Poor canopy development, Increased liability, Leans toward street 12 0 24 474 Coast Live Oak 6 6 20 6 3 3 2-3 Prune N
Lean, Vigor ok, Lean to South 4 6
16 475 Coast Live Oak 8 8 18 0 2-3 2-3 2-3 Prune Y
Crowded canopy, good vigor 8 12
12 476 Coast Live Oak 13 13 14 0 2-3 3 3 Remove Y
Lean over street, Increased liability, Borer holes, good vigor, Crowded canopy 6 6 36 477 Coast Live Oak 33 33 28 0 2-3 2-3 2-3 Prune Y
Good form and vigor, Footing ok 30 8
30 478 Coast Live Oak 6 6 18 2 2 2 2 Prune Y
Good form and vigor 6 6
4 479 Coast Live Oak 16 16 26 1 2-3 3 3 Remove N
Good vigor, evidence of borers, poor crotch formation, exposed structural roots, offset canopy and increased liability 20 16 18 480 Coast Live Oak 17 18 35 28 14 2-3 3 3 Remove N
Excess decay beneath primary limb, codominant stem, increased liability, may be able to save with strategic pruning and bracing, poor crotch formation
20 16
16 * Within ROW was determined by RKA Consulting Group
Bradbury Road Widening Project
Initial Study/Mitigated Negative Declaration
D-1
Mitigation Monitoring and Reporting Program
Introduction
The California Environmental Quality Act (CEQA) requires a lead or public agency that approves or carries out a project for which an Mitigated Negative Declaration has been certified which identifies one or more significant adverse environmental effects and where findings with respect to changes or alterations in the project have been made, to adopt a “…reporting or monitoring program for the changes to the project which it has adopted or made a condition of project approval in order to mitigate or avoid significant effects on the environment” (CEQA, Public Resources Code Sections 21081, 21081.6).

A Mitigation Monitoring and Reporting Program (MMRP) is required to ensure that adopted mitigation measures are successfully implemented for the Project. The City of Bradbury is the Lead Agency for the project and is responsible for implementation of the MMRP. This report describes the MMRP for the Project and identifies the parties that will be responsible for monitoring implementation of the individual mitigation measures in the MMRP.

Mitigation Monitoring and Reporting Program
The MMRP for the Project will be active through all phases of the Project, including design, construction, and operation. The attached table identifies the mitigation program required to be implemented by the City for the Project. The table identifies mitigation measures required by the City to mitigate or avoid significant impacts associated with the implementation of the Project, the timing of implementation, and the responsible party or parties for monitoring compliance.

The MMRP also includes a column that will be used by the compliance monitor (individual responsible for monitoring compliance) to document when implementation of the measure is completed. As individual Plan, Program, Policies; and mitigation measures are completed, the compliance monitor will sign and date the MMRP, indicating that the required actions have been completed.

Bradbury Road Widening Project
Initial Study/Mitigated Negative Declaration
D-2
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Bradbury Road Widening Project
Initial Study/Mitigated Negative Declaration
D-3
TABLE 1: MITIGATION MONITORING AND REPORTING PROGRAM
Mitigation Measure Action and Timing
Responsible for
Ensuring Compliance /
Verification
Date Completed
and Initials

BIOLOGICAL RESOURCES
Mitigation Measure BIO-1: Tree preservation and planting plan. City Planning Department and shall review, and the Planning Commission shall approve a tree preservation and planting plan which replaces native oak trees and prominent trees in accordance with Municipal Code Section 9.118.040, as follows:
• The City of Bradbury will replace all removed trees, final number to be determined (see Mitigation Measure BIO-5), at a 1:1 ratio with 15-gallon trees of the same species;
• The Bradbury Estates will accommodate up to approximately 16 replacement trees;
• The City of Bradbury and Bradbury Estates Homeowner’s Association will be responsible, in partnership, for the maintenance of the trees in perpetuity once planted;
• The remaining replacement trees will be planted in the City of Duarte, at the Donald and Bernice Watson Recreation Trail, then to parks and medians, in that order of priority;
• The City of Bradbury will purchase and deliver trees to the City of Duarte, in which the City of Duarte will plant within (4) weeks of receipt; • The City of Duarte will be responsible for the maintenance of the trees in perpetuity once planted.

City of Bradbury will
purchase and deliver
replacement trees in
accordance with the
findings by the qualified
arborist during
construction (see MM BIO5) and as approved by
Planning Commission prior
to project closeout. Plans
to be approved prior to
tree permit; trees to be
delivered prior to project
closeout; replanting to be
conducted within 4 weeks
of delivery.

City of Bradbury Planning
Department; Planning
Commissioner; City of
Bradbury and City of
Duarte
Landscaping/Public
Works
Mitigation Measure BIO-2 - Monitoring Plan. An ongoing maintenance and monitoring plan shall be approved and implemented by the City of Bradbury Planning Department for trees preserved onsite and for replacement trees, to ensure long-term tree health, and to minimize potential tree failure. • An International Society of Arboriculture (ISA) certified arborist shall monitor the replacement trees for a minimum of three years, to evaluate the growth, health and condition of the replacement trees. Strategic pruning compliant with ISA standards must be performed to subordinate non-primary, codominant stems, and canopy deadwood should be removed. Regular maintenance is recommended according to ISA standards.
• Perform inspection after road improvement are completed to determine if preserved oaks have crowns impacted by changed grade or hydrology An ongoing maintenance
and monitoring plan shall
be approved and
implemented by the City
of Bradbury Planning
Department. Minimum of 3
years following
construction.

City of Bradbury Planning
Department/ International
Society of Arboriculture
(ISA) Certified Arborist
Bradbury Road Widening Project
Initial Study/Mitigated Negative Declaration
D-4
Mitigation Measure Action and Timing
Responsible for
Ensuring Compliance /
Verification
Date Completed
and Initials
onsite. Given the degree of the resident trees’ inherent lean to the south and their potential to fall towards the roadway, the post-installation inspection must be performed and shall include a workplan for bracing (as needed) to mitigate potential tree failure.
• The arborist shall also monitor preserved trees for a period of three years after construction to assure survival of remaining trees.

Mitigation Measure BIO-3 - Tree Protection during Construction.

Construction plans shall include a note to require tree protection measures during construction, as follows:

1. Dripline fencing must be placed a minimum of 1 foot in radius from the tree per 1 inch of diameter at breast height (for example, 6-inch trunk = 6 feet protection radius/12 feet diameter).

2. Dripline fencing must be erected so that it is visible and structurally sound enough to deter construction equipment, foot traffic, and the storing of equipment under tree canopies.

4. Trenching within the protection zone must be avoided wherever possible. Most of the roots are in the top 1 to 2 feet of soil, and trenching can sever a large percentage of roots.

Portable latrines that are washed out with strong detergents can damage the fine roots of the trees. Portable latrines should not be placed near trees, nor Confirmation that
construction plans contain
the specific tree protection
measures. Prior to
grading permit.

City of Bradbury Planning
Department
Bradbury Road Widening Project
Initial Study/Mitigated Negative Declaration
D-5
Mitigation Measure Action and Timing
Responsible for
Ensuring Compliance /
Verification
Date Completed
and Initials
where frequent and regular foot traffic to them will compact the soil below the trees.

Mitigation Measure BIO-4 – Nesting Birds. The following measures shall be implemented to mitigate potential impacts on nesting birds:
• Project ground disturbing and vegetation clearing activities should occur outside of the bird nesting season of February 1 through September 15; • If avoidance of ground disturbing and vegetation clearing activities cannot be implemented and these activities will occur during the bird nesting season, a qualified biologist shall conduct pre-construction nesting bird surveys during the nesting bird season within 3 days prior to vegetation removal and/or construction activities; and,
• If active nests are found during nesting bird surveys, they will be flagged and a 500-foot buffer for raptors and a 250-foot buffer for migratory song birds, shall be installed around the nests. The buffers must remain in place until the young have fledged and the nest becomes unoccupied.

If ground-disturbing
activity and/or vegetation
clearing occurs during
nesting bird season
(February 1 through
September 15), a
qualified biologist shall
conduct pre-construction
nesting bird surveys. 3
days prior to vegetation
removal and/or
construction activities.

City of Bradbury Planning
Department/ Qualified
Biologist
Mitigation Measure BIO-5 – Tree Monitoring during Construction. A qualified arborist with Tree Risk Assessment Qualification (TRAQ) credential, and field experience with evaluation, maintenance, and care of Coast Live Oak (Quercus agrifolia) trees, will be retained by the City and present during initial ground distributing activities and site preparation activities. The arborist will determine whether individual trees, or root systems, impacted during construction would necessitate removal of the tree based on the health, risk of failure, and other potential issues that could occur as a result of the project. The arborist may direct the installation of bracing and/or guying measures, corrective pruning, or other treatment for the protection in-place of trees (including root systems) impacted by the project. Trees originally considered for removal may be City of Bradbury Planning
Department/ Qualified
Arborist with Tree Risk
Assessment Qualification
(TRAQ) Credential
Bradbury Road Widening Project
Initial Study/Mitigated Negative Declaration
D-6
Mitigation Measure Action and Timing
Responsible for
Ensuring Compliance /
Verification
Date Completed
and Initials
preserved with corrective measures if determined that preservation would not result in risk to public safety. Trees identified as potentially impacted during preliminary tree surveys will be subject to removal or preservation at the discretion of the arborist monitor during construction. Trees identified for removal would be subject to mitigation under Mitigation Measure BIO-1.

CULTURAL RESOURCES
Mitigation Measure CUL-1: Inadvertent Discoveries. Prior to the issuance of any permits ground-disturbing activities that cause excavation of soils (including as grading, excavation, and trenching), the City of Bradbury shall ensure that all Project grading and construction plans and specifications shall state that in the event that potential archaeological resources are discovered during excavation, grading, or construction activities, work shall cease within 50 feet of the find until a qualified archaeologist from the City or County List of Qualified Archaeologists has evaluated the find to determine whether the find constitutes a “unique archaeological resource,” as defined in Section 21083.2(g) of the California Public Resources Code. Any resources identified shall be treated in accordance with California Public Resources Code Section 21083.2(g). If the discovered resource(s) appears Native American in origin, the Native American Monitor shall evaluate any potential tribal cultural resource(s) and shall have the opportunity to consult on appropriate treatment and curation of these resources.

Confirmation that
construction plans and
specifications state that in
the event of an
inadvertent discovery,
work within 50 feet shall
cease and a qualified
archaeologist shall
evaluate the resource/a
Native American Monitor
shall evaluate any
potential tribal cultural
resource(s). Prior to
grading permit.

City of Bradbury Planning
Department/ Qualified
Archaeologist from the
City or County List of
Qualified Archaeologists/
Native American Monitor

GEOLOGICAL RESOURCES
Mitigation Measure PAL-1: Paleontological Resources. Prior to issuance of a grading permit, the City of Bradbury shall verify that all Project grading and construction plans and specifications state that in the event that potential paleontological resources are discovered during excavation, grading, or construction activities, work shall cease within 50 feet of the find until a qualified paleontologist (i.e., a practicing paleontologist that is recognized in the paleontological community and is proficient in vertebrate paleontology) from the City or County List of Qualified Paleontologists has evaluated the find in accordance with federal and state regulations. Construction personnel shall not collect or move any paleontological materials and associated materials. If Verify grading and
construction plans state
that in the event that
potential paleontological
resources are discovered
during excavation, work
shall cease within 50 feet
of the find until a
qualified paleontologist
City of Bradbury Planning
Department/ Qualified
Paleontologist from the
City or County List of
Qualified Paleontologists
Bradbury Road Widening Project
Initial Study/Mitigated Negative Declaration
D-7
Mitigation Measure Action and Timing
Responsible for
Ensuring Compliance /
Verification
Date Completed
and Initials
any fossil remains are discovered, the paleontologist shall make a recommendation if monitoring shall be required for the continuance of earth moving activities.
has evaluated the find.

Prior to grading permit.

TRIBAL
TCR-1: Retain a Native American Monitor Prior to Commencement of GroundDisturbing Activities A. The project applicant/lead agency shall retain a Native American Monitor from or approved by the Gabrieleño Band of Mission Indians – Kizh Nation.

The monitor shall be retained prior to the commencement of any “grounddisturbing activity” for the subject project at all project locations (i.e., both onsite and any off-site locations that are included in the project description/definition and/or required in connection with the project, such as public improvement work). “Ground-disturbing activity” shall include, but is not limited to, demolition, pavement removal, potholing, auguring, grubbing, tree removal, boring, grading, excavation, drilling, and trenching.

B. A copy of the executed monitoring agreement shall be submitted to the lead agency prior to the earlier of the commencement of any ground-disturbing activity, or the issuance of any permit necessary to commence a grounddisturbing activity.

C. The monitor will complete daily monitoring logs that will provide descriptions of the relevant ground-disturbing activities, the type of construction activities performed, locations of ground-disturbing activities, soil types, cultural-related materials, and any other facts, conditions, materials, or discoveries of significance to the Tribe. Monitor logs will identify and describe any discovered TCRs, including but not limited to, Native American cultural and historical artifacts, remains, places of significance, etc., (collectively, tribal cultural resources, or “TCR”), as well as any discovered Native American (ancestral) human remains and burial goods. Copies of monitor logs will be provided to the project applicant/lead agency upon written request to the Tribe.

D. On-site tribal monitoring shall conclude upon the latter of the following (1) written confirmation to the Kizh from a designated point of contact for the Retain a Native American
Monitor and document
retainment. Prior to
ground-disturbing activity.

City of Bradbury Planning
Department
Bradbury Road Widening Project
Initial Study/Mitigated Negative Declaration
D-8
Mitigation Measure Action and Timing
Responsible for
Ensuring Compliance /
Verification
Date Completed
and Initials
project applicant/lead agency that all ground-disturbing activities and phases that may involve ground-disturbing activities on the project site or in connection with the project are complete; or (2) a determination and written notification by the Kizh to the project applicant/lead agency that no future, planned construction activity and/or development/construction phase at the project site possesses the potential to impact Kizh TCRs.

E. Upon discovery of any TCRs, all construction activities in the immediate vicinity of the discovery shall cease (i.e., not less than the surrounding 50 feet) and shall not resume until the discovered TCR has been fully assessed by the Kizh monitor and/or Kizh archaeologist. The Kizh will recover and retain all discovered TCRs in the form and/or manner the Tribe deems appropriate, in the Tribe’s sole discretion, and for any purpose the Tribe deems appropriate, including for educational, cultural and/or historic purposes.

TCR-2: Unanticipated Discovery of Human Remains and Associated Funerary Objects
A. Native American human remains are defined in PRC 5097.98 (d)(1) as an inhumation or cremation, and in any state of decomposition or skeletal completeness. Funerary objects, called associated grave goods in Public Resources Code Section 5097.98, are also to be treated according to this statute.

B. If Native American human remains and/or grave goods discovered or recognized on the project site, then all construction activities shall immediately cease. Health and Safety Code Section 7050.5 dictates that any discoveries of human skeletal material shall be immediately reported to the County Coroner and all ground-disturbing activities shall immediately halt and shall remain halted until the coroner has determined the nature of the remains. If the coroner recognizes the human remains to be those of a Native American or has reason to believe they are Native American, he or she shall contact, by telephone within 24 hours, the Native American Heritage Commission, and Public Resources Code Section 5097.98 shall be followed.

Stop disturbance activities
within project vicinity and
notify County Coroner
immediately upon
discovery of identified
human or funerary
remains. During
construction.

City of Bradbury Planning
Department; County
Coroner.

Bradbury Road Widening Project
Initial Study/Mitigated Negative Declaration
D-9
Mitigation Measure Action and Timing
Responsible for
Ensuring Compliance /
Verification
Date Completed
and Initials
C. Human remains and grave/burial goods shall be treated alike per California Public Resources Code section 5097.98(d)(1) and (2).

D. Construction activities may resume in other parts of the project site at a minimum of 200 feet away from discovered human remains and/or burial goods, if the Kizh determines in its sole discretion that resuming construction activities at that distance is acceptable and provides the project manager express consent of that determination (along with any other mitigation measures the Kizh monitor and/or archaeologist deems necessary). (CEQA Guidelines Section 15064.5(f).)
E. Preservation in place (i.e., avoidance) is the preferred manner of treatment for discovered human remains and/or burial goods. Any historic archaeological material that is not Native American in origin (non-TCR) shall be curated at a public, non-profit institution with a research interest in the materials, such as the Natural History Museum of Los Angeles County or the Fowler Museum, if such an institution agrees to accept the material. If no institution accepts the archaeological material, it shall be offered to a local school or historical society in the area for educational purposes.

F. Any discovery of human remains/burial goods shall be kept confidential to prevent further disturbance.

TCR-3: Procedures for Burials and Funerary Remains:

A. As the Most Likely Descendant (“MLD”), the Koo-nas-gna Burial Policy shall be implemented. To the Tribe, the term “human remains” encompasses more than human bones. In ancient as well as historic times, Tribal Traditions included, but were not limited to, the preparation of the soil for burial, the burial of funerary objects with the deceased, and the ceremonial burning of human remains.

B. If the discovery of human remains includes four or more burials, the discovery location shall be treated as a cemetery and a separate treatment plan shall be created.

C. The prepared soil and cremation soils are to be treated in the same manner as bone fragments that remain intact. Associated funerary objects are objects Conduct burial and/or
treatment of human
remains and funerary
objects in accordance with
the Koo-nas-gna Burial
Policy. During construction.

City of Bradbury Planning
Department
Bradbury Road Widening Project
Initial Study/Mitigated Negative Declaration
D-10
Mitigation Measure Action and Timing
Responsible for
Ensuring Compliance /
Verification
Date Completed
and Initials
that, as part of the death rite or ceremony of a culture, are reasonably believed to have been placed with individual human remains either at the time of death or later; other items made exclusively for burial purposes or to contain human remains can also be considered as associated funerary objects.

Cremations will either be removed in bulk or by means as necessary to ensure complete recovery of all sacred materials.

D. In the case where discovered human remains cannot be fully documented and recovered on the same day, the remains will be covered with muslin cloth and a steel plate that can be moved by heavy equipment placed over the excavation opening to protect the remains. If this type of steel plate is not available, a 24-hour guard should be posted outside of working hours. The Tribe will make every effort to recommend diverting the project and keeping the remains in situ and protected. If the project cannot be diverted, it may be determined that burials will be removed.

E. In the event preservation in place is not possible despite good faith efforts by the project applicant/developer and/or landowner, before grounddisturbing activities may resume on the project site, the landowner shall arrange a designated site location within the footprint of the project for the respectful reburial of the human remains and/or ceremonial objects.

F. Each occurrence of human remains and associated funerary objects will be stored using opaque cloth bags. All human remains, funerary objects, sacred objects and objects of cultural patrimony will be removed to a secure container on site if possible. These items should be retained and reburied within six months of recovery. The site of reburial/repatriation shall be on the project site but at a location agreed upon between the Tribe and the landowner at a site to be protected in perpetuity. There shall be no publicity regarding any cultural materials recovered.

G. The Tribe will work closely with the project’s qualified archaeologist to ensure that the excavation is treated carefully, ethically and respectfully. If data recovery is approved by the Tribe, documentation shall be prepared and shall include (at a minimum) detailed descriptive notes and sketches. All data recovery and data recovery-related forms of documentation shall be Bradbury Road Widening Project
Initial Study/Mitigated Negative Declaration
D-11
Mitigation Measure Action and Timing
Responsible for
Ensuring Compliance /
Verification
Date Completed
and Initials
approved in advance by the Tribe. If any data recovery is performed, once complete, a final report shall be submitted to the Tribe and the NAHC. The Tribe does NOT authorize any scientific study or the utilization of any invasive and/or destructive diagnostics on human remains.

Bradbury Road Widening Project
Initial Study/Mitigated Negative Declaration
D-12
PPP Action and Timing
Responsible for
Ensuring Compliance /
Verification
Date Completed
and Initials

AIR QUALITY
PPP AQ-1: Rule 402. The Project is required to comply with the provisions of South Coast Air Quality Management District (SCAQMD) Rule 402. The Project shall not discharge from any source whatsoever such quantities of air contaminants or other material which cause injury, detriment, nuisance, or annoyance to any considerable number of persons or to the public, or which endanger the comfort, repose, health or safety of any such persons or the public, or which cause, or have a natural tendency to cause, injury or damage to business or property.

Compliance with Rule
402. During construction.

City of Bradbury Planning
Department
PPP AQ-2: Rule 403. The Project is required to comply with the provisions of South Coast Air Quality Management District (SCAQMD) Rule 403, which includes the following:
• All clearing, grading, earth-moving, or excavation activities shall cease when winds exceed 25 mph per SCAQMD guidelines in order to limit fugitive dust emissions.
• The contractor shall ensure that all disturbed unpaved roads and disturbed areas within the project are watered, with complete coverage of disturbed areas, at least 3 times daily during dry weather; preferably in the mid-morning, afternoon, and after work is done for the day. • The contractor shall ensure that traffic speeds on unpaved roads and project site areas are reduced to 15 miles per hour or less.

Compliance with Rule
403. During construction.

City of Bradbury Planning
Department
PPP AQ-3: Rule 1113. The Project is required to comply with the provisions of South Coast Air Quality Management District Rule (SCAQMD) Rule 1113. Only “Low-Volatile Organic Compounds” paints (no more than 50 gram/liter of VOC) and/or High Pressure Low Volume (HPLV) applications shall be used.

Compliance with Rule
1113. During
construction.

City of Bradbury Planning
Department

CULTURAL RESOURCES
PPP CUL-1: Human Remains. Should human remains be discovered during Project construction, the Project will be required to comply with State Health and Safety Code Section 7050.5, which states that no further disturbance may occur in the vicinity of the body until the County Coroner has made a determination of origin and disposition pursuant to Public Resources Code Stop disturbance activities
within project vicinity and
notify County Coroner
immediately upon
discovery of identified
City of Bradbury Planning
Department; County
Coroner.

Bradbury Road Widening Project
Initial Study/Mitigated Negative Declaration
D-13
Section 5097.98. The County Coroner must be notified of the find immediately.

If the remains are determined to be prehistoric, the Coroner will notify the Native American Heritage Commission, which will determine the identity of and notify a Most Likely Descendant (MLD). With the permission of the landowner or his/her authorized representative, the MLD may inspect the site of the discovery. The MLD must complete the inspection within 48 hours of notification by the NAHC. See MM CUL-1 for Inadvertent Discovery procedure. human or funerary
remains. During
construction.

ENERGY
PPP ENG-1: CalGreen Compliance. The Project is required to comply with the CalGreen Building Code as included in the City’s Municipal Code (Chapter 150.001) to ensure efficient use of energy. CalGreen specifications are required to be incorporated into building plans as a condition of building permit approval.

Ensure project complies
with CalGreen Building
Code as included in the
City’s Municipal Code
(Chapter 150.001). Prior
to building permit.

City of Bradbury Planning
Department

WATER QUALITY
PPP WQ-1: SWPPP. Prior to grading permit issuance, the project developer shall have a Stormwater Pollution Prevention Plan (SWPPP) prepared by a QSD (Qualified SWPPP Developer) in accordance with the City’s Municipal Code Section 9.109.050. The SWPPP shall incorporate all necessary Best Management Practices (BMPs) and other NPDES regulations to limit the potential of erosion and polluted runoff during construction activities. Project contractors shall be required to ensure compliance with the SWPPP and permit periodic inspection of the construction site by City staff or its designee to confirm compliance.

Review and approval of
SWPPP. Prior to grading
permit.

City of Bradbury Planning
Department

HAZARDOUS MATERIALS
PPP HAZ-1: The City of Bradbury will coordinate with emergency service providers within the City of Bradbury and the City of Monrovia regarding planned roadway closures and possible detour routes. The duration of full roadways closures would be minimized to the maximum extent feasible.

Coordinate with
emergency service
providers (Bradbury and
Monrovia) regarding
traffic detours. Prior to
and during construction.

City of Bradbury Planning
Department
NOISE
Bradbury Road Widening Project
Initial Study/Mitigated Negative Declaration
D-14
PPP NOI-1: Construction Hours. Per City of Monrovia Municipal Code Section

9.44.080, construction or demolition work will be conducted between the hours of 7:00 a.m. and 7:00 p.m. on weekdays and the hours of 9:00 a.m. and 6:00 p.m. on weekends and holidays. Per the City of Bradbury Municipal Code Section 9.44.040, construction or demolition work will be conducted between the hours of 7:00 a.m. and 7:00 p.m. on weekdays and the hours of 9:00 a.m. and 7:00 p.m. on weekends, excluding holidays. Dependent on the day, the more prudent noise restriction shall be applied.

Apply the more prudent
noise standard, City of
Bradbury or City of
Monrovia, depending on
the day. During
construction.

City of Bradbury Planning
Department

RVPUB\SAKINS\707812.1

CITY OF BRADBURY

BRADBURY ROAD WIDENING

CONTRACT DOCUMENTS

TABLE OF CONTENTS
Page No.
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RVPUB\SAKINS\707812.1
NOTICE INVITING BIDS ............................................................................................................. 1 INSTRUCTIONS TO BIDDERS ................................................................................................... 3 BID FORM ................................................................................................................................... 10 BID SCHEDULE .......................................................................................................................... 10 CONTRACTOR’S CERTIFICATE REGARDING WORKERS’ COMPENSATION............... 16 BID BOND ................................................................................................................................... 17 DESIGNATION OF SUBCONTRACTORS ............................................................................... 17 INFORMATION REQUIRED OF BIDDERS ............................................................................. 20 NON-COLLUSION AFFIDAVIT ................................................................................................ 28 CONTRACT ................................................................................................................................. 29 PERFORMANCE BOND ............................................................................................................. 31 PAYMENT BOND ....................................................................................................................... 36 GENERAL CONDITIONS .......................................................................................................... 38 TECHNICAL SPECIFICATIONS ............................................................................................... 76 PLANS AND DRAWINGS .......................................................................................................... 98

NOTICE INVITING BIDS
- 1 -
RVPUB\SAKINS\707812.1

CITY OF BRADBURY

NOTICE INVITING BIDS
The City of Bradbury (“City”) will receive sealed bids for the BRADBURY ROAD WIDENING Project at the office of the City Clerk, City of Bradbury City Hall, 600 Winston Avenue, Bradbury, California until no later than December 13, 2022 at 11:00 A.M. at which time or thereafter said bids will be opened and read aloud. Bids received after this time will be returned unopened. Bids shall be valid for 60 calendar days after the bid opening date.

Bids must be submitted on the City’s Bid Forms. Contractors shall submit their bid in a sealed envelope marked with the job name and number.

Bidders may obtain a copy of the Contract Documents from the office of the City Clerk, City of Bradbury City Hall at: 600 Winston Avenue, Bradbury, California, (626) 358-3218 for Twentyfive dollars ($25). A non-refundable charge of Thirty-five dollars ($35) will be required of any bidder who requests that the Contract Documents be mailed within California (costs for out-ofstate mailings will be higher). The City will also make the Contract Documents available for review at one or more plan rooms.

Bids must be accompanied by cash, a certified or cashier’s check, or a Bid Bond in favor of the City in an amount not less than ten percent (10%) of the submitted Total Bid Price.

Each bid shall be accompanied by the security referred to in the Contract Documents, the noncollusion affidavit, the list of proposed subcontractors, and all additional documentation required by the Instructions to Bidders.

The successful bidder will be required to furnish the City with a Performance Bond equal to 100% of the successful bid, and a Payment Bond equal to 100% of the successful bid, prior to execution of the Contract. All bonds are to be secured from a surety that meets all of the State of California bonding requirements, as defined in Code of Civil Procedure Section 995.120, and is admitted by the State of California. Pursuant to Public Contract Code Section 22300, the successful bidder may substitute certain securities for funds withheld by City to ensure his performance under the Contract.

The Director of Industrial Relations has determined the general prevailing rate of per diem wages in the locality in which this work is to be performed for each craft or type of worker needed to execute the Contract which will be awarded to the successful bidder, copies of which are on file and will be made available to any interested party upon request at or online at http://www.dir.ca.gov/dlsr. A copy of these rates shall be posted by the successful bidder at the job site. The successful bidder and all subcontractor(s) under him, shall comply with all applicable Labor Code provisions, which include, but are not limited to the payment of not less than the required prevailing rates to all workers employed by them in the execution of the Contract, the employment of apprentices, the hours of labor and the debarment of contractors and subcontractors.

Each bidder shall be a licensed contractor pursuant to the Business and Professions Code and

NOTICE INVITING BIDS
- 2 -
RVPUB\SAKINS\707812.1
shall be licensed in the following appropriate classification(s) of contractor’s license(s), for the work bid upon, and must maintain the license(s) throughout the duration of the Contract: A, or C12.

A pre-bid walk/site-visit has not been scheduled for this bid. The bidder is required to visit the project site and make himself fully aware of the requirements of the project.

Award of Contract: The City shall award the Contract for the Project to the lowest responsible bidder as determined from the base bid alone by the City. The City reserves the right to reject any or all bids or to waive any irregularities or informalities in any bids or in the bidding process.

COMPLIANCE MONITORING AND ENFORCEMENT
In according with Section 1771 of the State Labor Code all Contractor and Sub-Contractors will be subjected to the Public Works Contractor Registration Program with the Department of Industrial Relations. No Bidder will be allowed to submit a proposal on this project unless they are registered with the DIR. Registration can be completed by visiting:
https://efiling.dir.ca.gov/PWCR.

Contractors and Sub-Contractors will also need to submit Certified Payroll Reports through the DIR Monitoring system. Prime Contractors will need to register at:
https://apps.dir.ca.gov/ecpr/DAS/AltLogin.

For further information, contact Kurt Pedersen at (909) 594-9702.

ENGINEER’S ESTIMATE: $475,000.00

INSTRUCTIONS TO BIDDERS
- 3 -

CITY OF BRADBURY

INSTRUCTIONS TO BIDDERS

AVAILABILITY OF CONTRACT DOCUMENTS
Bids must be submitted to the City on the Bid Forms which are a part of the Bid Package for the Project. Prospective bidders may obtain one (1) complete set of Contract Documents at no cost.

Contract Documents may be obtained from the City at the location(s) and at the time(s) indicated in the Notice Inviting Bids. Prospective bidders are encouraged to telephone in advance to determine the availability of Contract Documents. Any applicable charges for the Contract Documents are outlined in the Notice Inviting Bids.

The City may also make the Contract Documents available for review at one or more plan rooms, as indicated in the Notice Inviting Bids. Please Note: Prospective bidders who choose to review the Contract Documents at a plan room must contact the City to obtain the required Contract Documents if they decide to submit a bid for the Project.

EXAMINATION OF CONTRACT DOCUMENTS
The City has made copies of the Contract Documents available, as indicated above. Bidders shall be solely responsible for examining the Project Site and the Contract Documents, including any Addenda issued during the bidding period, and for informing itself with respect to local labor availability, means of transportation, necessity for security, laws and codes, local permit requirements, wage scales, local tax structure, contractors’ licensing requirements, availability of required insurance, and other factors that could affect the Work. Bidders are responsible for consulting the standards referenced in the Contract. Failure of Bidder to so examine and inform itself shall be at its sole risk, and no relief for error or omission will be given except as required under State law.

INTERPRETATION OF CONTRACT DOCUMENTS
Discrepancies in, and/or omissions from the Plans, Specifications or other Contract Documents or questions as to their meaning shall be immediately brought to the attention of the City by submission of a written request for an interpretation or correction to the City. Such submission, if any, must be sent to the Office of the City Engineer by faxing (909) 594-2658 or emailing to [email protected]
Any interpretation of the Contract Documents will be made only by written addenda duly issued and mailed or delivered to each person or firm who has purchased a set of Contract Documents.

The City will not be responsible for any explanations or interpretations provided in any other manner. No person is authorized to make any oral interpretation of any provision in the Contract Documents to any bidder, and no bidder should rely on any such oral interpretation.

Bids shall include complete compensation for all items that are noted in the Contract Documents as the responsibility of the Contractor.

INSTRUCTIONS TO BIDDERS
- 4 -
INSPECTION OF SITE; PRE-BID CONFERENCE AND SITE WALK
Each prospective bidder is responsible for fully acquainting itself with the conditions of the Project Site (which may include more than one site), as well as those relating to the construction and labor of the Project, to fully understand the facilities, difficulties and restrictions which may impact the cost or effort required to complete the Project.

ADDENDA
The City reserves the right to revise the Contract Documents prior to the bid opening date.

Revisions, if any, shall be made by written Addenda. All addenda issued by the City shall be included in the bid and made part of the Contract Documents. Pursuant to Public Contract Code Section 4104.5, if the City issues an Addendum which includes material changes to the Project less than 72 hours prior to the deadline for submission of bids, the City will extend the deadline for submission of bids. The City may determine, in its sole discretion, whether an Addendum warrants postponement of the bid submission date. Each prospective bidder shall provide City a name, address and facsimile number to which Addenda may be sent, as well as a telephone number by which the City can contact the bidder. Copies of Addenda will be furnished by facsimile, first class mail, express mail or other proper means of delivery without charge to all parties who have obtained a copy of the Contract Documents and provided such current information. Please Note: Bidders are responsible for ensuring that they have received any and all Addenda. To this end, each bidder should contact Office of the City Engineer to verify that he has received all Addenda issued, if any, prior to the bid opening.

ALTERNATE BIDS
If alternate bid items are called for in the Contract Documents, the lowest bid will be determined on the basis of the base bid only. However, the City may choose to award the contract on the basis of the base bid alone or the base bid and any alternate or combination of alternates. The time required for completion of the alternate bid items has been factored into the Contract duration and no additional Contract time will be awarded for any of the alternate bid items. The City may elect to include one or more of the alternate bid items, or to otherwise remove certain work from the Project scope of work, accordingly each Bidder must ensure that each bid item contains a proportionate share of profit, overhead and other costs or expenses which will be incurred by the Bidder.

COMPLETION OF BID FORMS
Bids shall only be prepared using copies of the Bid Forms which are included in the Contract Documents. The use of substitute bid forms other than clear and correct photocopies of those provided by the City will not be permitted. Bids shall be executed by an authorized signatory as described in these Instructions to Bidders. In addition, Bidders shall fill in all blank spaces (including inserting “N/A” where applicable) and initial all interlineations, alterations, or erasures to the Bid Forms. Bidders shall neither delete, modify, nor supplement the printed matter on the Bid Forms nor make substitutions thereon. USE OF BLACK OR BLUE INK, INDELIBLE PENCIL OR A TYPEWRITER IS REQUIRED. Deviations in the bid form may result in the bid being deemed non-responsive.

INSTRUCTIONS TO BIDDERS
- 5 -

MODIFICATIONS OF BIDS
Each Bidder shall submit its Bid in strict conformity with the requirements of the Contract Documents. Unauthorized additions, modifications, revisions, conditions, limitations, exclusions or provisions attached to a Bid may render it non-responsive and may cause its rejection. Bidders shall neither delete, modify, nor supplement the printed matter on the Bid Forms, nor make substitutions thereon. Oral, telephonic and electronic modifications will not be considered, unless the Notice Inviting Bids authorizes the submission of electronic bids and modifications thereto and such modifications are made in accordance with the Notice Inviting Bids.

DESIGNATION OF SUBCONTRACTORS
Pursuant to State law, the Bidders must designate the name, location, and license number of each subcontractor who will perform work or render services for the Bidder in an amount that exceeds one-half of one percent (1/2%) of the Bidder’s Total Bid Price, as well as the portion of work each such subcontractor will perform on the form provided herein by the City. No additional time will be provided to bidders to submit any of the requested information in the Designation of Subcontractor form.

LICENSING REQUIREMENTS
Pursuant to Section 7028.15 of the Business and Professions Code and Section 3300 of the Public Contract Code, all bidders must possess proper licenses for performance of this Contract.

Subcontractors must possess the appropriate licenses for each specialty subcontracted. Pursuant to Section 7028.5 of the Business and Professions Code, the City shall consider any bid submitted by a contractor not currently licensed in accordance with state law and pursuant to the requirements found in the Contract Documents to be nonresponsive, and the City shall reject the Bid. The City shall have the right to request, and Bidders shall provide within five (5) calendar days, evidence satisfactory to the City of all valid license(s) currently held by that Bidder and each of the Bidder’s subcontractors, before awarding the Contract.

SIGNING OF BIDS
All Bids submitted shall be executed by the Bidder or its authorized representative. Bidders may be asked to provide evidence in the form of an authenticated resolution of its Board of Directors or a Power of Attorney evidencing the capacity of the person signing the Bid to bind the Bidder to each Bid and to any Contract arising therefrom.

If a Bidder is a joint venture or partnership, it may be asked to submit an authenticated Power of Attorney executed by each joint venturer or partner appointing and designating one of the joint venturers or partners as a management sponsor to execute the Bid on behalf of Bidder. Only that joint venturer or partner shall execute the Bid. The Power of Attorney shall also: (1) authorize that particular joint venturer or partner to act for and bind Bidder in all matters relating to the Bid; and (2) provide that each venturer or partner shall be jointly and severally liable for any and all of the duties and obligations of Bidder assumed under the Bid and under

INSTRUCTIONS TO BIDDERS
- 6 -
any Contract arising therefrom. The Bid shall be executed by the designated joint venturer or partner on behalf of the joint venture or partnership in its legal name.

BID GUARANTEE (BOND)
Each bid shall be accompanied by: (a) cash; (b) a certified check made payable to the City; (c) a cashier’s check made payable to the City; or (d) a bid bond payable to the City executed by the bidder as principal and surety as obligor in an amount not less than 10% of the maximum amount of the bid. Personal sureties and unregistered surety companies are unacceptable. The surety insurer shall be California admitted surety insurer, as defined in Code of Civil Procedure Section 995.120. The cash, check or bid bond shall be given as a guarantee that the bidder shall execute the Contract if it be awarded to the bidder, shall provide the payment and performance bonds and insurance certificates and endorsements as required herein within ten (10) calendar days after notification of the award of the Contract to the bidder. Failure to provide the required documents may result in forfeiture of the bidder’s bid deposit or bond to the City and the City may award the Contract to the next lowest responsible bidder, or may call for new bids.

SUBMISSION OF SEALED BIDS
Once the Bid and supporting documents have been completed and signed as set forth herein, they shall be placed, along with the Bid Guarantee and other required materials in an envelope, sealed, addressed and delivered or mailed, postage prepaid to the City at the place and to the attention of the person indicated in the Notice Inviting Bids. No oral or telephonic bids will be considered. No forms transmitted via the internet, e-mail, facsimile, or any other electronic means will be considered unless specifically authorized by City as provided herein. The envelope shall also contain the following in the lower left-hand corner thereof:

Bid of
for the BRADBURY ROAD WIDENING PROJECT

DELIVERY AND OPENING OF BIDS
Bids will be received by the City at the address shown in the Notice Inviting Bids up to the date and time shown therein. The City will leave unopened any Bid received after the specified date and time, and any such unopened Bid will be returned to the Bidder. It is the Bidder’s sole responsibility to ensure that its Bid is received as specified. Bids may be submitted earlier than the dates(s) and time(s) indicated.

Bids will be opened at the date and time stated in the Notice Inviting Bids, and the amount of each Bid will be read aloud and recorded. All Bidders may, if they desire, attend the opening of Bids. The City may in its sole discretion, elect to postpone the opening of the submitted Bids.

City reserves the right to reject any or all Bids and to waive any informality or irregularity in any Bid. In the event of a discrepancy between the written amount of the Bid Price and the numerical amount of the Bid Price, the written amount shall govern.

INSTRUCTIONS TO BIDDERS
- 7 -

WITHDRAWAL OF BID
Prior to bid opening, a Bid may be withdrawn by the Bidder only by means of a written request signed by the Bidder or its properly authorized representative.

BASIS OF AWARD; BALANCED BIDS
The City shall award the Contract to the lowest responsible Bidder submitting a responsive Bid.

The City may reject any Bid which, in its opinion when compared to other bids received or to the City’s internal estimates, does not accurately reflect the cost to perform the Work. The City may reject as non-responsive any bid which unevenly weights or allocates costs, including but not limited to overhead and profit to one or more particular bid items. The City shall be, and is hereby constituted, the exclusive judge as to the responsiveness of a bidder, and in ascertaining the fact that the City will take into consideration the business integrity, financial resources, facilities for performing the work, experience in public works generally, and experience in similar public works operations, of the various bidders.

DISQUALIFICATION OF BIDDERS; INTEREST IN MORE THAN ONE BID No bidder shall be allowed to make, submit or be interested in more than one bid. However, a person, firm, corporation or other entity that has submitted a subproposal to a bidder, or that has quoted prices of materials to a bidder, is not thereby disqualified from submitting a subproposal or quoting prices to other bidders submitting a bid to the City. This restriction does not apply to subcontractors or suppliers who may submit quotations to more than one Bidder, and while doing so, may also submit a formal proposal as a prime contractor. No Contract will be executed unless the Bidder is licensed in accordance with the provisions of the State Business and Professions Code.

INSURANCE REQUIREMENTS
The successful bidder shall procure the insurance in the form and in the amount specified in the Contract Documents.

AWARD PROCESS
Once all Bids are opened and reviewed to determine the lowest responsive and responsible Bidder, the City Council may award the contract. The apparent successful Bidder should begin to prepare the following documents: (1) the Performance Bond; (2) the Payment Bond; and (3) the required insurance certificates and endorsements. Once the City notifies the Bidder of the award, the Bidder will have ten (10) consecutive calendar days from the date of this notification to execute the Contract and supply the City with all of the required documents and certifications. Regardless whether the Bidder supplies the required documents and certifications in a timely manner, the Contract time will begin to run ten (10) calendar days from the date of the notification. Once the City receives all of the properly drafted and executed documents and certifications from the Bidder, the City shall issue a Notice to Proceed to that Bidder.

INSTRUCTIONS TO BIDDERS
- 8 -

FILING OF BID PROTESTS
Bidders may file a “protest” of a Bid with the City Engineer. In order for a Bidder’s protest to be considered valid, the protest must:

Be filed in writing within five (5) calendar days after the bid opening date; Clearly identify the specific irregularity or accusation; Clearly identify the specific City staff determination or recommendation being protested; Specify, in detail, the grounds of the protest and the facts supporting the protest; and Include all relevant, supporting documentation with the protest at time of filing.

If the protest does not comply with each of these requirements, it will be rejected as invalid. If the protest is valid, the City Engineer or other designated City staff member, shall review the basis of the protest and all relevant information. The City Engineer will provide a written decision to the protestor. The protestor may then appeal the decision of the City Engineer to the City Manager.

WORKERS COMPENSATION
Each bidder shall submit the Contractor’s Certificate Regarding Workers’ Compensation form.

SUBSTITUTION OF SECURITY
The Contract Documents call for monthly progress payments based upon the percentage of the work completed. The City will retain five percent (5%) of each progress payment as provided by the Contract Documents. At the request and expense of the successful Bidder, the City will substitute securities for the amount so retained in accordance with Public Contract Code Section 22300.

PREVAILING WAGES
The City has obtained from the Director of the Department of Industrial Relations the general prevailing rate of per diem wages in the locality in which this work is to be performed for each craft or type of worker needed to execute the Contract. These rates are on file and may be obtained online at http://www.dir.ca.gov/dlsr. Bidders are advised that a copy of these rates must be posted by the successful Bidder at the job site(s).

DEBARMENT OF CONTRACTORS AND SUBCONTRACTORS
In accordance with the provisions of the Labor Code, contractors or subcontractors may not perform work on a public works project with a subcontractor who is ineligible to perform work on a public project pursuant to Section 1777.1 or Section 1777.7 of the Labor Code. Any contract on a public works project entered into between a contractor and a debarred subcontractor is void as a matter of law. A debarred subcontractor may not receive any public

INSTRUCTIONS TO BIDDERS
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money for performing work as a subcontractor on a public works contract. Any public money that is paid to a debarred subcontractor by the Contractor for the Project shall be returned to the City. The Contractor shall be responsible for the payment of wages to workers of a debarred subcontractor who has been allowed to work on the Project.

PERFORMANCE BOND AND PAYMENT BOND REQUIREMENTS
Within the time specified in the Contract Documents, the Bidder to whom a Contract is awarded shall deliver to the City four identical counterparts of the Performance Bond and Payment Bond in the form supplied by the City and included in the Contract Documents. Failure to do so may, in the sole discretion of City, result in the forfeiture of the Bid Guarantee. The surety supplying the bond must be an admitted surety insurer, as defined in Code of Civil Procedure Section 995.120, authorized to do business as such in the State of California and satisfactory to the City.

The Performance Bond and the Payment Bond shall be for one hundred percent (100%) of the Total Bid Price.

REQUEST FOR SUBSTITUTIONS
The successful bidder shall comply with the substitution request provisions set forth in the Special Conditions, including any deadlines for substitution requests which may occur prior to the bid opening date.

SALES AND OTHER APPLICABLE TAXES, PERMITS, LICENSES AND FEES Contractor and its subcontractors performing work under this Contract will be required to pay California sales tax and other applicable taxes, and to pay for permits, licenses and fees required by the agencies with authority in the jurisdiction in which the work will be located, unless otherwise expressly provided by the Contract Documents.

EXECUTION OF CONTRACT
As required herein the Bidder to whom an award is made shall execute the Contract in the amount determined by the Contract Documents. The City may require appropriate evidence that the persons executing the Contract are duly empowered to do so.

END OF INSTRUCTIONS TO BIDDERS

BID SCHEDULE
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BID FORM
NAME OF BIDDER:

The undersigned, hereby declare that we have carefully examined the location of the proposed Work, and have read and examined the Contract Documents, including all plans, specifications, and all addenda, if any, for the following Project:

BRADBURY ROAD WIDENING
We hereby propose to furnish all labor, materials, equipment, tools, transportation, and services, and to discharge all duties and obligations necessary and required to perform and complete the Project for the following TOTAL BID PRICE:

BASE BID SCHEDULE
NO. ITEM DESCRIPTION

UNIT OF

MEASURE
EST.

QTY.

UNIT
PRICE
ITEM
COST
1 Clearing, Grubbing, NPDES,
and Mobilization LS 1

2 Traffic Control LS 1

3 Unclassified Excavation CY 660

4 Variable Grind Existing A.C.

Pavement SF 3,000

5 Adjust Existing Manhole to
Finished Surface EA 2

6 Remove Existing Pavement
and Subgrade SF 4,400

7 Remove Existing A.C. Bern LF 260

8 Remove Existing P.C.C. Curb
and Gutter LF 40

9 Remove Existing P.C.C. Cross
Gutter SF 115

BID SCHEDULE
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NO. ITEM DESCRIPTION

UNIT OF

MEASURE
EST.

QTY.

UNIT
PRICE
ITEM
COST
10 Remove Existing Block Wall LF 30

11 Remove Existing Chain Link
Fence LF 420

12 Remove and Salvage Existing
Chain Link Fence Posts and
Fabric
LF 115

13 Remove Existing Corral Fence LF 155

14 Remove Existing Tree EA 18

15 Remove Existing Tree Stump EA 3

16 Remove Existing Hedge LF 450

17 Remove and Salvage Existing
Power Operated Swing Gate
System
LS 1

18 Remove and Salvage Existing
Keypad LS 1

19 Relocate Existing Water
Meter and Box EA 1

20 Relocate Flood Lights onto
New Fence EA 2

21 Relocate Mailbox EA 1

22 Re-Install Chain Link Fence LF 110

BID SCHEDULE
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NO. ITEM DESCRIPTION

UNIT OF

MEASURE
EST.

QTY.

UNIT
PRICE
ITEM
COST
23 Re-Install Swing Gate System,
Includes Extension of
Underground Conduit and
Wiring
LS 1

24 Construct 6” P.C.C. Curb per
SPPWC Std. Plan No. 120-3,
Type A1-6
LF 285

25 Construct 6” P.C.C. Curb and
Gutter per SPPWC Std. Plan
No. 120-3, Type A2-6
LF 435

26 Construct P.C.C. Sidewalk per
SPPWC Std. Plan No. 112-2
& 113-2.

SF 420

27 Construct P.C.C. Cross Gutter
per SPPWC Std. Plan No.
123-3 to Match Existing
SF 130

28 Construct P.C.C. Driveway
Approach per SPPWC Std.

Plan 120-2, Type B
SF 115

29 Construct Curb & Gutter
Transition LF 10

30 Construct 4” Crushed
Miscellaneous Base TON 215

31 Construct 2.5” B-PG 64-10
A.C. Pavement TON 155

32 Construct 1.5” C2-PG 64-10
A.C. Pavement TON 120

33 Construct 4” A.C. Driveway SF 475

34 Construct Retaining Wall per
SPPWC Std. Plan 613-4, Load
Case IV
SF 2,700

35 Construct Retaining Wall
Footing CY 163

BID SCHEDULE
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NO. ITEM DESCRIPTION

UNIT OF

MEASURE
EST.

QTY.

UNIT
PRICE
ITEM
COST
36 Construct 2’ Retaining Wall
Gutter LF 280

37 Construct Retaining Wall
Drain with Pipe Dome EA 2

38 Construct Corral Fencing,
Match Existing In-Kind LF 150

39 Construct 6’ High Chain Link
Fence with Barbed Wire to
Match Existing
LF 400

40 Install Green Fence Privacy
Mesh Screen Net on Chain
Link Fence
LF 290

41 Furnish and Plant 15 Gallon
Hedge EA 97

42 Furnish and Plant 24” Box
Avocado Tree EA 3

43 Furnish 24” Box Oak Trees EA 11

44 Plant Oak Trees EA 11

45 Signing & Striping LS 1

BID SCHEDULE
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In case of discrepancy between the unit price and the item cost set forth for a unit basis item, the unit price shall prevail and, shall be utilized as the basis for determining the lowest responsive, responsible bidder. However, if the amount set forth as a unit price is ambiguous, unintelligible or uncertain for any cause, or is omitted, or is the same amount as the entry in the “Item Cost” column, then the amount set forth in the “Item Cost” column for the item shall prevail and shall be divided by the estimated quantity for the item and the price thus obtained shall be the unit price. Final payment shall be determined by the Engineer from measured quantities of work performed based upon the unit price.

TOTAL BID PRICE (BASED ON BID SCHEDULE TOTAL OF UNIT PRICES):
$ ________________________________________
Total Base Bid Price in Numbers
__________________________________________________________________________ Total Base Bid Price in Written Form
In case of discrepancy between the written price and the numerical price, the written price shall prevail.

The undersigned agrees that this Bid Form constitutes a firm offer to the City which cannot be withdrawn for the number of calendar days indicated in the Notice Inviting Bids from and after the bid opening, or until a Contract for the Work is fully executed by the City and a third party, whichever is earlier.

Award of contract will be based on the LOWEST TOTAL BASE BID PRICE.

BID SCHEDULE
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The Contract duration shall commence on the date stated in the City’s Notice to Proceed, and shall be completed by the Contractor in the time specified in the Contract Documents. In no case shall the Contractor commence construction prior to the date stated in the City’s Notice to Proceed.

Bidder certifies that it is licensed in accordance with the law providing for the registration of Contractors, License No. _________, Expiration Date _______, class of license _____. If the bidder is a joint venture, each member of the joint venture must include the above information.

The undersigned acknowledges receipt, understanding and full consideration of the following addenda to the Contract Documents.

Addenda No.

Attached is the required bid security in the amount of not less than 10% of the Total Bid Price.

Attached is the fully executed Non-Collusion Affidavit form.

Attached is the completed Designation of Subcontractors form.

Attached is the completed Bidder Information Form.

Attached is the completed Contractor’s Certificate Regarding Workers’ Compensation form.

I hereby certify under penalty of perjury under the laws of the State of California, that all of the information submitted in connection with this Bid and all of the representations made herein are true and correct.

Name of Bidder
Signature
Name and Title
Dated
CONTRACTOR’S CERTIFICATE REGARDING
WORKERS’ COMPENSATION
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CONTRACTOR’S CERTIFICATE REGARDING
WORKERS’ COMPENSATION
I am aware of the provisions of Section 3700 of the Labor Code which require every employer to be insured against liability for workers’ compensation or to undertake self-insurance in accordance with the provisions of that code, and I will comply with such provisions before commencing the performance of the work of this Contract.

Name of Bidder
Signature
Name
Title
Dated

BID BOND
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BID BOND
The makers of this bond are, _____________________________ ______________________________________________, as Principal, and _______________ ___________________________________________, as Surety and are held and firmly bound unto the City of Bradbury, hereinafter called the City, in the penal sum of TEN PERCENT (10%) OF THE TOTAL BID PRICE of the Principal submitted to CITY for the work described below, for the payment of which sum in lawful money of the United States, well and truly to be made, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents.

THE CONDITION OF THIS OBLIGATION IS SUCH that whereas the Principal has submitted the accompanying bid dated ____________ , 20 ____, for Bradbury Road Widening Project.

If the Principal does not withdraw its bid within the time specified in the Contract Documents; and if the Principal is awarded the Contract and provides all documents to the City as required by the Contract Documents; then this obligation shall be null and void. Otherwise, this bond will remain in full force and effect.

Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the Contract Documents shall in affect its obligation under this bond, and Surety does hereby waive notice of any such changes.

In the event a lawsuit is brought upon this bond by the City and judgment is recovered, the Surety shall pay all litigation expenses incurred by the City in such suit, including reasonable attorneys’ fees, court costs, expert witness fees and expenses.

IN WITNESS WHEREOF, the above-bound parties have executed this instrument under their several seals this _______ day of ________________, 20____, the name and corporate seal of each corporation.
(Corporate Seal)
Principal
By
Title
(Corporate Seal) Surety
By
Attorney-in-Fact
(Attach Attorney-in-Fact Certificate) Title

BID BOND
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NOTE: A copy of the Power-of-Attorney to local representatives of the bonding company must be attached hereto.

DESIGNATION OF SUBCONTRACTORS
-17-

DESIGNATION OF SUBCONTRACTORS
In compliance with the Subletting and Subcontracting Fair Practices Act of the Public Contract Code of the State of California, each bidder shall set forth below: (a) the name and the location of the place of business and (b) the portion of the work which will be done by each subcontractor who will perform work or labor or render service to the Contractor in or about the construction of the work in an amount in excess of one-half of one percent (1/2%) of the Contractor’s Total Bid Price. Notwithstanding the foregoing, if the work involves streets and highways, then the Contractor shall list each subcontractor who will perform work or labor or render service to Contractor in or about the work in an amount in excess of one-half of one percent (1/2%) of the Contractor’s Total Bid Price or $10,000, whichever is greater. No additional time shall be granted to provide the below requested information.

If no subcontractor is specified, for a portion of the work, or if more than one subcontractor is specified for the same portion of Work, to be performed under the Contract in excess of one-half of one percent (1/2%) of the Contractor’s Total Bid Price or $10,000, whichever is greater if the work involves streets or highways, then the Contractor shall be deemed to have agreed that it is fully qualified to perform that Work, and that it shall perform that portion itself.

Portion of Work
License
Number Subcontractor Location of Business
DIR
Number

DESIGNATION OF SUBCONTRACTORS
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Portion of Work
License
Number Subcontractor Location of Business
DIR
Number

DESIGNATION OF SUBCONTRACTORS
-19-
Portion of Work
License
Number Subcontractor Location of Business
DIR
Number

Name of Bidder
Signature
Name and Title
Dated

INFORMATION REQUIRED OF BIDDERS
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INFORMATION REQUIRED OF BIDDERS

INFORMATION ABOUT BIDDER
[**Indicate not applicable (“N/A”) where appropriate.**] NOTE: Where Bidder is a joint venture, pages shall be duplicated and information provided for all parties to the joint venture.

1.0 Name of Bidder: ___________________________________________

2.0 Type, if Entity: ___________________________________________

3.0 Bidder Address: ___________________________________________ _____________________________________________________________ _____________________________________________________________ _____________________________________________________________ Facsimile Number Telephone Number

4.0 How many years has Bidder’s organization been in business as a Contractor?

5.0 How many years has Bidder’s organization been in business under its present name?

5.1 Under what other or former names has Bidder’s organization operated?:

6.0 If Bidder’s organization is a corporation, answer the following:

6.1 Date of Incorporation: ________________________________

6.2 State of Incorporation: ________________________________

6.3 President’s Name: ________________________________

6.4 Vice-President’s Name(s): ________________________________ ________________________________

6.5 Secretary’s Name: ________________________________

6.6 Treasurer’s Name: ________________________________

INFORMATION REQUIRED OF BIDDERS
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7.0 If an individual or a partnership, answer the following:

7.1 Date of Organization: ______________________________________

7.2 Name and address of all partners (state whether general or limited partnership):
___________________________________________________________ ___________________________________________________________ ___________________________________________________________

8.0 If other than a corporation or partnership, describe organization and name principals:
___________________________________________________________ ___________________________________________________________

9.0 List other states in which Bidder’s organization is legally qualified to do business. ___________________________________________________________ ___________________________________________________________ ___________________________________________________________

10.0 What type of work does the Bidder normally perform with its own forces? ___________________________________________________________ ___________________________________________________________

11.0 Has Bidder ever failed to complete any work awarded to it? If so, note when, where, and why:
___________________________________________________________ ___________________________________________________________

12.0 Within the last five years, has any officer or partner of Bidder’s organization ever been an officer or partner of another organization when it failed to complete a contract? If so, attach a separate sheet of explanation:
___________________________________________________________ ___________________________________________________________

INFORMATION REQUIRED OF BIDDERS
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13.0 List Trade References:
___________________________________________________________ ___________________________________________________________ ___________________________________________________________ ___________________________________________________________

14.0 List Bank References (Bank and Branch Address):
___________________________________________________________ ___________________________________________________________ ___________________________________________________________ ___________________________________________________________

15.0 Within the last five years, has Bidder’s organization had any judgments against them? If so, attach a separate sheet of explanation:
___________________________________________________________ ___________________________________________________________

16.0 Has Bidder’s organization defaulted on their insurance premiums? If so, attach a separate sheet of explanation:
___________________________________________________________ ___________________________________________________________

17.0 Has Bidder’s organization received any OSHA citations? State the result of those citations, if any. If so, attach a separate sheet of explanation:
___________________________________________________________ ___________________________________________________________

18.0 Does Bidder’s organization have any pending lawsuits? If so, attach a separate sheet of explanation:
___________________________________________________________ ___________________________________________________________

INFORMATION REQUIRED OF BIDDERS
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19.0 Does Bidder’s organization have any pending claims against them? If so, attach a separate sheet of explanation:

20.0 Name of Bonding Company and Name and Address of Agent:
___________________________________________________________ ___________________________________________________________ ___________________________________________________________

INFORMATION REQUIRED OF BIDDERS
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RVPUB\SAKINS\707812.1
LIST OF CURRENT PROJECTS (Backlog)
[**Duplicate Page if needed for listing additional current projects.**] Project Description of
Bidder’s Work
Completion Date Cost of Bidder’s
Work

INFORMATION REQUIRED OF BIDDERS
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LIST OF COMPLETED PROJECTS - LAST THREE YEARS
[**Duplicate Page if needed for listing additional completed projects.**] Please include only those projects which are similar enough to demonstrate Bidder’s ability to perform the required Work.

Project Client Description of
Bidder’s Work
Period of
Performance
Cost of Bidder’s
Work

INFORMATION REQUIRED OF BIDDERS
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EXPERIENCE AND TECHNICAL QUALIFICATIONS QUESTIONNAIRE
Personnel:

The Bidder shall identify the key personnel to be assigned to this project in a management, construction supervision or engineering capacity.

List each person’s job title, name and percent of time to be allocated to this project:

Summarize each person’s specialized education:

List each person’s years of construction experience relevant to the project:

Summarize such experience:

Bidder agrees that personnel named in this Bid will remain on this Project until completion of all relevant Work, unless substituted by personnel of equivalent experience and qualifications approved in advance by the City.

INFORMATION REQUIRED OF BIDDERS
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Additional Bidder’s Statements:

If the Bidder feels that there is additional information which has not been included in the questionnaire above, and which would contribute to the qualification review, it may add that information in a statement here or on an attached sheet, appropriately marked:

VERIFICATION AND EXECUTION
These Bid Forms shall be executed only by a duly authorized official of the Bidder:

I declare under penalty of perjury under the laws of the State of California that the foregoing information is true and correct:

Name of Bidder
Signature
Name
Title
Dated

NON-COLLUSION DECLARATION
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NON-COLLUSION DECLARATION
(TO BE EXECUTED BY BIDDER AND SUBMITTED WITH BID)
The undersigned declares:

I am the _____________________ of _________________, the party making the foregoing bid.

The bid is not made in the interest of, or on behalf of, any undisclosed person, partnership, company, association, organization, or corporation. The bid is genuine and not collusive or sham. The bidder has not directly or indirectly induced or solicited any other bidder to put in a false or sham bid. The bidder has not directly or indirectly colluded, conspired, connived, or agreed with any bidder or anyone else to put in a sham bid, or to refrain from bidding. The bidder has not in any manner, directly or indirectly, sought by agreement, communication, or conference with anyone to fix the bid price of the bidder or any other bidder, or to fix any overhead, profit, or cost element of the bid price, or of that of any other bidder. All statements contained in the bid are true. The bidder has not, directly or indirectly, submitted his or her bid price or any breakdown thereof, or the contents thereof, or divulged information or data relative thereto, to any corporation, partnership, company, association, organization, bid depository, or to any member or agent thereof, to effectuate a collusive or sham bid, and has not paid, and will not pay, any person or entity for such purpose.

Any person executing this declaration on behalf of a bidder that is a corporation, partnership, joint venture, limited liability company, limited liability partnership, or any other entity, hereby represents that he or she has full power to execute, and does execute, this declaration on behalf of the bidder.

I declare under penalty of perjury under the laws of the State of California that the foregoing is true and correct and that this declaration is executed on _______________ [date], at __________________ [city], __________________ [state].

CONTRACT
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CONTRACT
THIS CONTRACT is made this _____ day of ____________, 2022, in the County of Los Angeles, State of California, by and between the City of Bradbury, hereinafter called City, and ______________________________, hereinafter called Contractor. The City and the Contractor for the considerations stated herein agree as follows:

ARTICLE 1. SCOPE OF WORK. The Contractor shall perform all Work within the time stipulated the Contract and shall provide all labor, materials, equipment, tools, utility services, and transportation to complete all of the Work required in strict compliance with the Contract Documents as specified in Article 5 below for the following Project:

BRADBURY ROAD WIDENING
The Contractor and its surety shall be liable to the City for any damages arising as a result of the Contractor’s failure to comply with this obligation.

ARTICLE 2. TIME FOR COMPLETION. The Work shall be commenced on the date stated in the City’s Notice to Proceed. The Contractor shall complete all Work required by the Contract Documents within forty-five (45) working days from the commencement date stated in the Notice to Proceed. By its signature hereunder, Contractor agrees the time for completion set forth above is adequate and reasonable to complete the Work.

ARTICLE 3. CONTRACT PRICE. The City shall pay to the Contractor as full compensation for the performance of the Contract, subject to any additions or deductions as provided in the Contract Documents, and including all applicable taxes and costs, the sum of ____________________________________________________________ Dollars ($_________________________________). Payment shall be made as set forth in the General Conditions.

ARTICLE 4. LIQUIDATED DAMAGES. In accordance with Government Code section 53069.85, it is agreed that the Contractor will pay the City the sum of $500.00 for each and every calendar day of delay beyond the time prescribed in the Contract Documents for finishing the Work, as Liquidated Damages and not as a penalty or forfeiture. In the event this is not paid, the Contractor agrees the City may deduct that amount from any money due or that may become due the Contractor under the Contract. This Article does not exclude recovery of other damages specified in the Contract Documents.

ARTICLE 5. COMPONENT PARTS OF THE CONTRACT. The “Contract Documents” include the following:
 Notice Inviting Bids
 Instructions to Bidders
 Bid Form
 Contractor’s Certificate Regarding Workers’ Compensation  Bid Bond
 Designation of Subcontractors
 Information Required of Bidders

CONTRACT
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 Non-Collusion Affidavit form
 Contract
 Performance Bond
 Payment Bond
 General Conditions
 Special Conditions
 Technical Specifications
 Addenda
 Plans and Drawings
 Approved and fully executed change orders
 Any other documents contained in or incorporated into the Contract The Contactor shall complete the Work in strict accordance with all of the Contract Documents.

All of the Contract Documents are intended to be complementary. Work required by one of the Contract Documents and not by others shall be done as if required by all. This Contract shall supersede any prior agreement of the parties.

ARTICLE 6. PROVISIONS REQUIRED BY LAW. Each and every provision of law required to be included in these Contract Documents shall be deemed to be included in these Contract Documents. The Contractor shall comply with all requirements of the California Labor Code applicable to this Project.

ARTICLE 7. INDEMNIFICATION. Contractor shall provide indemnification as set forth in the General Conditions.

ARTICLE 8. PREVAILING WAGES. Contractor shall be required to pay the prevailing rate of wages in accordance with the Labor Code which such rates shall be made available at or may be obtained online at http//www.dir.ca.gov/dlsr. and which must be posted at the job site.

IN WITNESS WHEREOF, this Contract has been duly executed by the above-named parties, on the day and year above written.

Dated:
[NAME OF CONTRACTOR]
By _________________________________
Name and Title: ______________________
License No. ___________________________
Dated:

CITY OF BRADBURY
By______________________________
Approved as to Form:
***Approved Form – Signature on File***
Wallin, Kress, Reisman, Kranitz
City Attorney

PERFORMANCE BOND
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PERFORMANCE BOND
KNOW ALL PERSONS BY THESE PRESENTS:

THAT WHEREAS, ___________________________ (hereinafter referred to as “City”) has awarded to ____________________, (hereinafter referred to as the “Contractor”) _______________________ an agreement for ______________________________ (hereinafter referred to as the “Project”).

WHEREAS, the work to be performed by the Contractor is more particularly set forth in the Contract Documents for the Project dated ________________, (hereinafter referred to as “Contract Documents”), the terms and conditions of which are expressly incorporated herein by reference; and
WHEREAS, the Contractor is required by said Contract Documents to perform the terms thereof and to furnish a bond for the faithful performance of said Contract Documents.

NOW, THEREFORE, we, _______________, the undersigned Contractor and _____________________________________________ as Surety, a corporation organized and duly authorized to transact business under the laws of the State of California, are held and firmly bound unto the City in the sum of ___________________________ DOLLARS, ($____________), said sum being not less than one hundred percent (100%) of the total amount of the Contract, for which amount well and truly to be made, we bind ourselves, our heirs, executors and administrators, successors and assigns, jointly and severally, firmly by these presents.

THE CONDITION OF THIS OBLIGATION IS SUCH, that, if the Contractor, his or its heirs, executors, administrators, successors or assigns, shall in all things stand to and abide by, and well and truly keep and perform the covenants, conditions and agreements in the Contract Documents and any alteration thereof made as therein provided, on its part, to be kept and performed at the time and in the manner therein specified, and in all respects according to their intent and meaning; and shall faithfully fulfill all obligations including the one-year guarantee of all materials and workmanship; and shall indemnify and save harmless the City, its officers and agents, as stipulated in said Contract Documents, then this obligation shall become null and void; otherwise it shall be and remain in full force and effect.

As a part of the obligation secured hereby and in addition to the face amount specified therefore, there shall be included costs and reasonable expenses and fees including reasonable attorney’s fees, incurred by City in enforcing such obligation.

As a condition precedent to the satisfactory completion of the Contract Documents, unless otherwise provided for in the Contract Documents, the above obligation shall hold good for a period of one (1) year after the acceptance of the work by City, during which time if Contractor shall fail to make full, complete, and satisfactory repair and replacements and totally protect the City from loss or damage resulting from or caused by defective materials or faulty workmanship. The obligations of Surety hereunder shall continue so long as any obligation of Contractor remains. Nothing herein shall limit the City’s rights or the Contractor or Surety’s

PERFORMANCE BOND
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obligations under the Contract, law or equity, including, but not limited to, California Code of Civil Procedure section 337.15.

Whenever Contractor shall be, and is declared by the City to be, in default under the Contract Documents, the Surety shall remedy the default pursuant to the Contract Documents, or shall promptly, at the City’s option:

Take over and complete the Project in accordance with all terms and conditions in the Contract Documents; or
Obtain a bid or bids for completing the Project in accordance with all terms and conditions in the Contract Documents and upon determination by Surety of the lowest responsive and responsible bidder, arrange for a Contract between such bidder, the Surety and the City, and make available as work progresses sufficient funds to pay the cost of completion of the Project, less the balance of the contract price, including other costs and damages for which Surety may be liable. The term “balance of the contract price” as used in this paragraph shall mean the total amount payable to Contractor by the City under the Contract and any modification thereto, less any amount previously paid by the City to the Contractor and any other set offs pursuant to the Contract Documents.

Permit the City to complete the Project in any manner consistent with California law and make available as work progresses sufficient funds to pay the cost of completion of the Project, less the balance of the contract price, including other costs and damages for which Surety may be liable.

The term “balance of the contract price” as used in this paragraph shall mean the total amount payable to Contractor by the City under the Contract and any modification thereto, less any amount previously paid by the City to the Contractor and any other set offs pursuant to the Contract Documents.

Surety expressly agrees that the City may reject any contractor or subcontractor which may be proposed by Surety in fulfillment of its obligations in the event of default by the Contractor.

Surety shall not utilize Contractor in completing the Project nor shall Surety accept a bid from Contractor for completion of the Project if the City, when declaring the Contractor in default, notifies Surety of the City’s objection to Contractor’s further participation in the completion of the Project.

The Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the Contract Documents or to the Project to be performed thereunder shall in any way affect its obligations on this bond, and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the Contract Documents or to the Project.
[Remainder of Page Left Intentionally Blank.]

PERFORMANCE BOND
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IN WITNESS WHEREOF, we have hereunto set our hands and seals this _______ day of ______________, 2022.
_________________________________________

CONTRACTOR/PRINCIPAL
_________________________________________
Name
By_______________________________________
SURETY:

By: ______________________________________
Attorney-In-Fact
The rate of premium on this bond is ____________ per thousand. The total amount of premium charges, $_______________________________.
(The above must be filled in by corporate attorney.)

THIS IS A REQUIRED FORM
Any claims under this bond may be addressed to:
(Name and Address of Surety) ___________________________________________ ___________________________________________
___________________________________________
(Name and Address of Agent or ___________________________________________ Representative for service of
process in California, if different ___________________________________________ from above)
___________________________________________
(Telephone number of Surety and ___________________________________________ Agent or Representative for service
of process in California

PERFORMANCE BOND
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NOTE: A copy of the Power-of-Attorney to local representatives of the bonding company must be attached hereto.

PAYMENT BOND
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PAYMENT BOND
KNOW ALL MEN BY THESE PRESENTS That
WHEREAS, the City of Bradbury (hereinafter designated as the “City”), by action taken or a resolution passed on ___________ , 2022__ has awarded to ________________ hereinafter designated as the “Principal,” a contract for the work described as follows:
____________________________________________________________________________ (the “Project”); and
WHEREAS, said Principal is required to furnish a bond in connection with said contract; providing that if said Principal or any of its Subcontractors shall fail to pay for any materials, provisions, provender, equipment, or other supplies used in, upon, for or about the performance of the work contracted to be done, or for any work or labor done thereon of any kind, or for amounts due under the Unemployment Insurance Code or for any amounts required to be deducted, withheld, and paid over to the Employment Development Department from the wages of employees of said Principal and its Subcontractors with respect to such work or labor the Surety on this bond will pay for the same to the extent hereinafter set forth.

NOW THEREFORE, we, the Principal and __________________________ as Surety, are held and firmly bound unto the City in the penal sum of ______________ Dollars ($___________) lawful money of the United States of America, for the payment of which sum well and truly to be made, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents.

THE CONDITION OF THIS OBLIGATION IS SUCH that if said Principal, his or its subcontractors, heirs, executors, administrators, successors or assigns, shall fail to pay any of the persons named in Section 3181 of the Civil Code, fail to pay for any materials, provisions or other supplies, used in, upon, for or about the performance of the work contracted to be done, or for any work or labor thereon of any kind, or amounts due under the Unemployment Insurance Code with respect to work or labor performed under the contract, or for any amounts required to be deducted, withheld, and paid over to the Employment Development Department or Franchise Tax Board from the wages of employees of the contractor and his subcontractors pursuant to Section 18663 of the Revenue and Taxation Code, with respect to such work and labor the Surety or Sureties will pay for the same, in an amount not exceeding the sum herein above specified, and also, in case suit is brought upon this bond, all litigation expenses incurred by the City in such suit, including reasonable attorneys’ fees, court costs, expert witness fees and investigation expenses.

This bond shall inure to the benefit of any of the persons named in Section 3181 of the Civil Code so as to give a right of action to such persons or their assigns in any suit brought upon this bond.

It is further stipulated and agreed that the Surety on this bond shall not be exonerated or released from the obligation of this bond by any change, extension of time for performance, addition, alteration or modification in, to, or of any contract, plans, specifications, or agreement pertaining or relating to any scheme or work of improvement herein above described, or pertaining or relating to the furnishing of labor, materials, or equipment therefore, nor by any change or modification of any terms of payment or extension of the time for any payment pertaining or relating to any scheme or work of improvement herein above described, nor by any rescission or attempted rescission or attempted rescission of the contract, agreement or bond, nor by any conditions precedent or subsequent in the bond attempting to limit the right of recovery of claimants otherwise entitled to recover under any such contract or agreement or

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under the bond, nor by any fraud practiced by any person other than the claimant seeking to recover on the bond and that this bond be construed most strongly against the Surety and in favor of all persons for whose benefit such bond is given, and under no circumstances shall Surety be released from liability to those for whose benefit such bond has been given, by reason of any breach of contract between the owner or City and original contractor or on the part of any obligee named in such bond, but the sole conditions of recovery shall be that claimant is a person described in Section 3110 or 3112 of the Civil Code, and has not been paid the full amount of his claim and that Surety does hereby waive notice of any such change, extension of time, addition, alteration or modification herein mentioned.

IN WITNESS WHEREOF, two (2) identical counterparts of this instrument, each of which shall for all purposes be deemed unoriginal thereof, have been duly executed by the Principal and Surety above named, on the _____ day of ______________________ 2022 the name and corporate seal of each corporate party being hereto affixed and these presents duly signed by its undersigned representative pursuant to authority of its governing body. (Corporate Seal of Principal, ____________
if corporation) Principal (Property Name of Contractor) By
(Signature of Contractor)
(Seal of Surety)
Surety
By
Attorney in Fact
(Attached Attorney-In-Fact
Certificate and Required
Acknowledgements)
*Note: Appropriate Notarial Acknowledgments of Execution by Contractor and +surety and a power of Attorney MUST BE ATTACHED

GENERAL CONDITIONS

TABLE OF CONTENTS
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ARTICLE 1. DEFINITIONS .................................................................................................. 40 ARTICLE 2. CONTRACT DOCUMENTS ........................................................................... 41 ARTICLE 3. CONTRACTS DOCUMENTS: COPIES & MAINTENANCE ...................... 42 ARTICLE 4. DETAIL DRAWINGS AND INSTRUCTIONS .............................................. 42 ARTICLE 5. EXISTENCE OF UTILITIES AT THE WORK SITE ..................................... 43 ARTICLE 6. SCHEDULE ...................................................................................................... 43 ARTICLE 7. SUBSTITUTIONS ............................................................................................ 44 ARTICLE 8. SHOP DRAWINGS .......................................................................................... 45 ARTICLE 9. SUBMITTALS ................................................................................................. 45 ARTICLE 10. MATERIALS .................................................................................................... 46 ARTICLE 11. CONTRACTOR’S SUPERVISION ................................................................. 46 ARTICLE 12. WORKERS ....................................................................................................... 46 ARTICLE 13. SUBCONTRACTORS ..................................................................................... 47 ARTICLE 14. PERMITS AND LICENSES ............................................................................ 47 ARTICLE 15. PROJECT SITE MAINTENANCE .................................................................. 47 ARTICLE 16. UTILITY USAGE ............................................................................................ 48 ARTICLE 17. INSPECTION FEES FOR PERMANENT UTILITIES ................................... 48 ARTICLE 18. TRENCHES ...................................................................................................... 48 ARTICLE 19. DIVERSION OF RECYCLABLE WASTE MATERIALS ............................. 49 ARTICLE 20. REMOVAL OF HAZARDOUS MATERIALS ............................................... 49 ARTICLE 21. SANITARY FACILITIES ................................................................................ 49 ARTICLE 22. AIR POLLUTION CONTROL ........................................................................ 50 ARTICLE 23. COMPLIANCE WITH STATE STORM WATER PERMIT .......................... 50 ARTICLE 24. CLEANING UP ................................................................................................ 51 ARTICLE 25. SURVEY SERVICE ......................................................................................... 51 ARTICLE 26. EXCESSIVE NOISE ........................................................................................ 51 ARTICLE 27. TESTS AND INSPECTIONS........................................................................... 52 ARTICLE 28. PROTECTION OF WORK AND PROPERTY ............................................... 52 ARTICLE 29. CONTRACTORS MEANS AND METHODS ................................................ 54 ARTICLE 30. INSPECTOR’S FIELD OFFICE [NOT APPLICABLE] ................................. 54 ARTICLE 31. AUTHORIZED REPRESENTATIVES ........................................................... 54 ARTICLE 32. HOURS OF WORK .......................................................................................... 54 ARTICLE 33. PAYROLL RECORDS ..................................................................................... 55 ARTICLE 34. PREVAILING RATES OF WAGES................................................................ 56 ARTICLE 35. EMPLOYMENT OF APPRENTICES ............................................................. 56 ARTICLE 36. NONDISCRIMINATION/EQUAL EMPLOYMENT OPPORTUNITY ........ 57 ARTICLE 37. LABOR/EMPLOYMENT SAFETY ................................................................ 57 ARTICLE 38. WORKERS’ COMPENSATION INSURANCE ............................................. 57 ARTICLE 39. EMPLOYER’S LIABILITY INSURANCE ..................................................... 57 ARTICLE 40. COMMERCIAL GENERAL LIABILITY INSURANCE ............................... 58 ARTICLE 41. AUTOMOBILE LIABILITY INSURANCE ................................................... 58 ARTICLE 42. BUILDER’S RISK [“ALL RISK”] .................................................................. 59 ARTICLE 43. FORM AND PROOF OF CARRIAGE OF INSURANCE .............................. 59 ARTICLE 44. TIME FOR COMPLETION AND LIQUIDATED DAMAGES ..................... 60

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ARTICLE 45. COST BREAKDOWN AND PERIODIC ESTIMATES ................................. 61 ARTICLE 46. MOBILIZATION ............................................................................................. 61 ARTICLE 47. PAYMENTS ..................................................................................................... 62 ARTICLE 48. PAYMENTS WITHHELD AND BACKCHARGES ...................................... 63 ARTICLE 49. CHANGES AND EXTRA WORK .................................................................. 64 ARTICLE 50. OCCUPANCY .................................................................................................. 66 ARTICLE 51. INDEMNIFICATION....................................................................................... 67 ARTICLE 52. RECORD (“AS BUILT”) DRAWINGS ........................................................... 67 ARTICLE 53. RESOLUTION OF CONSTRUCTION CLAIM.............................................. 68 ARTICLE 54 CITY'S RIGHT TO TERMINATE CONTRACT 69
ARTICLE 55. WARRANTY AND GUARANTEE ................................................................ 71 ARTICLE 56. DOCUMENT RETENTION & EXAMINATION ........................................... 71 ARTICLE 57. SOILS INVESTIGATIONS ............................................................................. 72 ARTICLE 58. SEPARATE CONTRACTS ............................................................................. 72 ARTICLE 59. NOTICE AND SERVICE THEREOF.............................................................. 72 ARTICLE 60. NOTICE OF THIRD PARTY CLAIMS .......................................................... 73 ARTICLE 61. STATE LICENSE BOARD NOTICE. ............................................................. 73 ARTICLE 62. INTEGRATION ............................................................................................... 73 ARTICLE 63. ASSIGNMENT ................................................................................................. 73 ARTICLE 64. CHANGE IN NAME AND NATURE OF CONTRACTOR’S LEGAL ENTITY ........................................................................................................................ 73 ARTICLE 65. ASSIGNMENT OF ANTITRUST ACTIONS ................................................. 74 ARTICLE 66. PROHIBITED INTERESTS ............................................................................. 74 ARTICLE 67. LAWS AND REGULATIONS......................................................................... 74 ARTICLE 68. PATENT FEES OR ROYALTIES. .................................................................. 74 ARTICLE 69. OWNERSHIP OF DRAWING ......................................................................... 75 ARTICLE 70. NOTICE OF TAXABLE POSSESSORY INTEREST .................................... 75 ARTICLE 71 PRESERVATION OF PROPERTY…………………………………………...75 ARTICLE 72 REMOVAL AND DISPOSAL OF MATERIAL……………………………...75 ARTICLE 73 WATERING…………………………………………………………………...75

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GENERAL CONDITIONS
ARTICLE 1. DEFINITIONS
Acceptable, Acceptance or words of similar import shall be understood to be the acceptance of the Engineer and/or the City .

Act of God an Act of God is an earthquake of magnitude 3.5 on the Richter scale and tidal waves.

Approval means written authorization by Engineer and/or City .

Contract Documents includes all documents as stated in the Contract.

City and Contractor are those stated in the Contract. The terms City and Owner may be used interchangeably.

Day shall mean calendar day unless otherwise specifically designated.

Engineer shall mean the City Manager, or his or her designee, for the City of Bradbury, acting either directly or through properly authorized agents, such as agents acting within the scope of the particular duties entrusted to them. Also sometimes referred to as the “City’s Representative” or “Representative” in the Contract Documents.

Equal, Equivalent, Satisfactory, Directed, Designated, Selected, As Required and similar words shall mean the written approval, selection, satisfaction, direction, or similar action of the Engineer and/or City.

Indicated, Shown, Detailed, Noted, Scheduled or words of similar meaning shall mean that reference is made to the drawings, unless otherwise noted. It shall be understood that the direction, designation, selection, or similar import of the Engineer and/or City is intended, unless stated otherwise.

Install means the complete installation of any item, equipment or material.

Material shall include machinery, equipment, manufactured articles, or construction such as form work, fasteners, etc., and any other classes of material to be furnished in connection with the Contract. All materials shall be new unless specified otherwise.

Perform shall mean that the Contractor, at Contractor’s expense, shall take all actions necessary to complete The Work, including furnishing of necessary labor, tools, and equipment, and providing and installing Materials that are indicated, specified, or required to complete such performance.

Project is The Work planned by City as provided in the Contract Documents.

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Provide shall include provide complete in place, that is furnish, install, test and make ready for use.

Recyclable Waste shall mean materials removed from the Project site which are required to be diverted to a recycling center rather than an area landfill. Recyclable Waste Materials include asphalt, concrete, brick, concrete block, and rock.

Specifications means that portion of the Contract Documents consisting of the written requirements for materials, equipment, construction systems, standards and workmanship for the work. Except for Sections 1-9 of the Standard Specifications for Public Works Construction (“Greenbook”), latest Edition, which are specifically excluded from incorporation into these Contract Documents, the Work shall be done in accordance with the Greenbook, including all current supplements, addenda, and revisions thereof. In the case of conflict between the Greenbook and the Contract Documents, the Contract Documents shall prevail.

The Work means the entire improvement planned by the City pursuant to the Contract Documents.

Work means labor, equipment and materials incorporated in, or to be incorporated in the construction covered by the Contract Documents.

ARTICLE 2. CONTRACT DOCUMENTS
Contract Documents. The Contract Documents are complementary, and what is called for by one shall be as binding as if called for by all.

Interpretations. The Contract Documents are intended to be fully cooperative and to be complementary. If Contractor observes that any documents are in conflict, the Contractor shall promptly notify the Engineer in writing. In case of conflicts between the Contract Documents, the order of precedence shall be as follows:
 Change Orders or Work Change Directives
 Addenda
 Special Provisions (or Special Conditions)
 Technical Specifications
 Plans (Contract Drawings)
 Contract
 General Conditions
 Instructions to Bidders
 Notice Inviting Bids
 Contractor’s Bid Forms
 Greenbook
 Standard Plans
 Reference Documents

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With reference to the Drawings, the order of precedence shall be as follows:
 Figures govern over scaled dimensions
 Detail drawings govern over general drawings
 Addenda or Change Order drawings govern over Contract Drawings  Contract Drawings govern over Standard Drawings
 Contract Drawings govern over Shop Drawings
Conflicts in Contract Documents. Notwithstanding the orders of precedence established above, in the event of conflicts, the higher standard shall always apply.

Organization of Contract Documents. Organization of the Contract Documents into divisions, sections, and articles, and arrangement of drawings shall not control the Contractor in dividing The Work among subcontractors or in establishing the extent of Work to be performed by any trade.

ARTICLE 3. CONTRACTS DOCUMENTS: COPIES & MAINTENANCE
Contractor will be furnished, free of charge, 3 (three) copies of the Contract Documents.

Additional copies may be obtained at cost of reproduction.

Contractor shall maintain a clean, undamaged set of Contract Documents at the Project site.

ARTICLE 4. DETAIL DRAWINGS AND INSTRUCTIONS
Examination of Contract Documents. Before commencing any portion of The Work, Contractor shall again carefully examine all applicable Contract Documents, the Project site and other information given to Contractor as to materials and methods of construction and other Project requirements. Contractor shall immediately notify the Engineer of any potential error, inconsistency, ambiguity, conflict or lack of detail or explanation. If Contractor performs, permits, or causes the performance of any Work which is in error, inconsistent or ambiguous, or not sufficiently detailed or explained, Contractor shall bear any and all resulting costs, including, without limitation, the cost of correction. In no case shall the Contractor or any subcontractor proceed with Work if uncertain as to the applicable requirements.

Additional Instructions. After notification of any error, inconsistency, ambiguity, conflict or lack of detail or explanation, the Engineer will provide any required additional instructions, by means of drawings or other written direction, necessary for proper execution of Work.

Quality of Parts, Construction and Finish. All parts of The Work shall be of the best quality of their respective kinds and the Contractor must use all diligence to inform itself fully as to the required construction and finish. In no case shall Contractor proceed with The Work without obtaining first from the Engineer such Approval may be necessary for the proper performance of Work.

Contractor’s Variation from Contract Document Requirements. If it is found that the Contractor has varied from the requirements of the Contract Documents including the requirement to comply with all applicable laws, ordinances, rules and regulations, the Engineer

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may at any time, before or after completion of the Work, order the improper Work removed, remade or replaced by the Contractor at the Contractor’s expense.

ARTICLE 5. EXISTENCE OF UTILITIES AT THE WORK SITE
The City has endeavored to determine the existence of utilities at the Project site from the records of the owners of known utilities in the vicinity of the Project. The positions of these utilities as derived from such records are shown on the Plans.

No excavations were made to verify the locations shown for underground utilities. The service connections to these utilities are not shown on the plans. It shall be the responsibility of the Contractor to determine the exact location of all service connections. The Contractor shall make its own investigations, including exploratory excavations, to determine the locations and type of service connections, prior to commencing Work which could result in damage to such utilities. The Contractor shall immediately notify the City in writing of any utility discovered in a different position than shown on the Plans or which is not shown on the Plans.

All water meters, water valves, fire hydrants, electrical utility vaults, telephone vaults, gas utility valves, and other subsurface structures shall be relocated or adjusted to final grade by the Contractor. Locations of existing utilities shown on the Plans are approximate and may not be complete. The Contractor shall be responsible for coordinating its Work with all utility companies during the construction of The Work.

Notwithstanding the above, pursuant to Section 4215 of the Government Code, the City has the responsibility to identify, with reasonable accuracy, main or trunkline facilities on the plans and specifications. In the event that main or trunkline utility facilities are not identified with reasonable accuracy in the plans and specifications made a part of the invitation for bids, City shall assume the responsibility for their timely removal, relocation, or protection.

Contractor, except in an emergency, shall contact the appropriate regional notification center, Southern California Underground Service Alert at 811 at least two working days prior to commencing any excavation if the excavation will be performed in an area which is known, or reasonably should be known, to contain subsurface installations other than the underground facilities owned or operated by the City, and obtain an inquiry identification number from that notification center. No excavation shall be commenced or carried out by the Contractor unless such an inquiry identification number has been assigned to the Contractor or any subcontractor of the Contractor and the City has been given the identification number by the Contractor.

ARTICLE 6. SCHEDULE
Estimated Schedule. Within fourteen (14) days after the issuance of the Notice to Proceed, Contractor shall prepare a Project schedule and shall submit this to the Engineer for Approval.

The receipt or Approval of any schedules by the Engineer or the City shall not in any way relieve the Contractor of its obligations under the Contract Documents. The Contractor is fully responsible to determine and provide for any and all staffing and resources at levels which allow for good quality and timely completion of the Project. Contractor’s failure to incorporate all elements of Work required for the performance of the Contract or any inaccuracy in the

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schedule shall not excuse the Contractor from performing all Work required for a completed Project within the specified Contract time period. If the required schedule is not received by the time the first payment under the Contract is due, Contractor shall not be paid until the schedule is received, reviewed and accepted by the Engineer.

Schedule Contents. The schedule shall allow enough time for inclement weather. The schedule shall indicate the beginning and completion dates of all phases of construction; critical path for all critical, sequential time related activities; and “float time” for all “slack” or “gaps” in the non-critical activities. The schedule shall clearly identify all staffing and other resources which in the Contractor’s judgment are needed to complete the Project within the time specified for completion. Schedule duration shall match the Contract time. Schedules indicating early completion will be rejected.

Schedule Updates. Contractor shall continuously update its construction schedule. Contractor shall submit an updated and accurate construction schedule to the Engineer whenever requested to do so by Engineer and with each progress payment request. The Engineer may withhold progress payments or other amounts due under the Contract Documents if Contractor fails to submit an updated and accurate construction schedule.

ARTICLE 7. SUBSTITUTIONS
Pursuant to Public Contract Code Section 3400(b) the City may make a finding that is described in the invitation for bids that designates certain products, things, or services by specific brand or trade name.

Unless specifically designated in the Contract Documents, whenever any material, process, or article is indicated or specified by grade, patent, or proprietary name or by name of manufacturer, such Specifications shall be deemed to be used for the purpose of facilitating the description of the material, process or article desired and shall be deemed to be followed by the words “or equal.” Contractor may, unless otherwise stated, offer for substitution any material, process or article which shall be substantially equal or better in every respect to that so indicated or specified in the Contract Documents. However, the City may have adopted certain uniform standards for certain materials, processes and articles.

Contractor shall submit requests, together with substantiating data, for substitution of any “or equal” material, process or article no later than thirty-five (35) days after award of the Contract.

To facilitate the construction schedule and sequencing, some requests may need to be submitted before thirty-five (35) days after award of Contract. Provisions regarding submission of “or equal” requests shall not in any way authorize an extension of time for performance of this Contract. If a proposed “or equal” substitution request is rejected, Contractor shall be responsible for providing the specified material, process or article. The burden of proof as to the equality of any material, process or article shall rest with the Contractor. The City has the complete and sole discretion to determine if a material, process or article is an “or equal” material, process or article that may be substituted.

Data required to substantiate requests for substitutions of an “or equal” material, process or article data shall include a signed affidavit from the Contractor stating that, and describing how,

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the substituted “or equal” material, process or article is equivalent to that specified in every way except as listed on the affidavit. Substantiating data shall include any and all illustrations, specifications, and other relevant data including catalog information which describes the requested substituted “or equal” material, process or article, and substantiates that it is an “or equal” to the material, process or article. The substantiating data must also include information regarding the durability and lifecycle cost of the requested substituted “or equal” material, process or article. Failure to submit all the required substantiating data, including the signed affidavit, to the City in a timely fashion will result in the rejection of the proposed substitution.

The Contractor shall bear all of the City’s costs associated with the review of substitution requests.

The Contractor shall be responsible for all costs related to a substituted “or equal” material, process or article.

Contractor is directed to the Special Conditions (if any) to review any findings made pursuant to Public Contract Code section 3400.

ARTICLE 8. SHOP DRAWINGS
Contractor shall check and verify all field measurements and shall submit with such promptness as to provide adequate time for review and cause no delay in his own Work or in that of any other contractor, subcontractor, or worker on the Project, six (6) copies of all shop or setting drawings, calculations, schedules, and materials list, and all other provisions required by the Contract. Contractor shall sign all submittals affirming that submittals have been reviewed and approved by Contractor prior to submission to Engineer. Each signed submittal shall affirm that the submittal meets all the requirements of the Contract Documents except as specifically and clearly noted and listed on the cover sheet of the submittal.

Contractor shall make any corrections required by the Engineer, and file with the Engineer six (6) corrected copies each, and furnish such other copies as may be needed for completion of the Work. Engineer’s approval of shop drawings shall not relieve Contractor from responsibility for deviations from the Contract Documents unless Contractor has, in writing, called Engineer’s attention to such deviations at time of submission and has secured the Engineer’s written Approval. Engineer’s Approval of shop drawings shall not relieve Contractor from responsibility for errors in shop drawings.

ARTICLE 9. SUBMITTALS
Contractor shall furnish to the Engineer for approval, prior to purchasing or commencing any Work, a log of all samples, material lists and certifications, mix designs, schedules, and other submittals, as required in the specifications. The log shall indicate whether samples will be provided in accordance with other provisions of this Contract.

Contractor will provide samples and submittals, together with catalogs and supporting data required by the Engineer, to the Engineer within a reasonable time period to provide for adequate review and avoid delays in the Work.

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These requirements shall not authorize any extension of time for performance of this Contract.

Engineer will check and approve such samples, but only for conformance with design concept of work and for compliance with information given in the Contract Documents. Work shall be in accordance with approved samples and submittals.

ARTICLE 10. MATERIALS
Except as otherwise specifically stated in the Contract Documents, Contractor shall provide and pay for all materials, labor, tools, equipment, water, lights, power, transportation, superintendence, temporary constructions of every nature, and all other services and facilities of every nature whatsoever necessary to execute and complete this Contract within specified time.

Unless otherwise specified, all materials shall be new and the best of their respective kinds and grades as noted and/or specified, and workmanship shall be of good quality.

Materials shall be furnished in ample quantities and at such times as to ensure uninterrupted progress of The Work and shall be stored properly and protected as required by the Contract Documents. Contractor shall be entirely responsible for damage or loss by weather or other causes to materials or Work.

No materials, supplies, or equipment for Work under this Contract shall be purchased subject to any chattel mortgage or under a conditional sale or other agreement by which an interest therein or in any part thereof is retained by the seller or supplier. Contractor warrants good title to all material, supplies, and equipment installed or incorporated in the work and agrees upon completion of all work to deliver the Project, to the City free from any claims, liens, or charges.

Materials shall be stored on the Project site in such manner so as not to interfere with any operations of the City or any independent contractor.

ARTICLE 11. CONTRACTOR’S SUPERVISION
Contractor shall continuously keep at the Project site, a competent and experienced full-time Project superintendent approved by the City. Superintendent must be able to proficiently speak, read and write in English. Contractor shall continuously provide efficient supervision of the Project.

ARTICLE 12. WORKERS
Contractor shall at all times enforce strict discipline and good order among its employees.

Contractor shall not employ on the Project any unfit person or any one not skilled in the Work assigned to him or her.

Any person in the employ of the Contractor whom the City may deem incompetent or unfit shall be dismissed from The Work and shall not be employed on this Project except with the written Approval of the City.

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ARTICLE 13. SUBCONTRACTORS
Contractor agrees to bind every subcontractor to the terms of the Contract Documents as far as such terms are applicable to subcontractor’s portion of The Work. Contractor shall be as fully responsible to the City for the acts and omissions of its subcontractors and of persons either directly or indirectly employed by its subcontractors, as Contractor is for acts and omissions of persons directly employed by Contractor. Nothing contained in these Contract Documents shall create any contractual relationship between any subcontractor and the City.

The City reserves the right to Approve all subcontractors. The City’s Approval of any subcontractor under this Contract shall not in any way relieve Contractor of its obligations in the Contract Documents.

Prior to substituting any subcontractor listed in the Bid Forms, Contractor must comply with the requirements of the Subletting and Subcontracting Fair Practices Act pursuant to California Public Contract Code section 4100 et seq.

ARTICLE 14. PERMITS AND LICENSES
Permits and licenses necessary for prosecution of The Work shall be secured and paid for by Contractor, unless otherwise specified in the Contract Documents.

Contractor shall obtain and pay for all other permits and licenses required for The Work, including excavation permit and for plumbing, mechanical and electrical work and for operations in or over public streets or right of way under jurisdiction of public agencies other than the City.

The Contractor shall arrange and pay for all non-city inspection of the Work related to permits and licenses, including certification, required by the specifications, drawings, or by governing authorities, except for such non-city inspections delineated as the City's responsibility pursuant to the Contract Documents. Prior to the start of any work, the Contractor shall take out the applicable City and non-City permits and make arrangements for City and non-City inspections.

Payment for this work shall be included in the bid items of work, and no additional compensation will be allowed. The City of Bradbury will waive the usual encroachment permit fees.

Before Acceptance of the Project, the Contractor shall submit all licenses, permits, certificates of inspection and required approvals to the City.

ARTICLE 15. PROJECT SITE MAINTENANCE
Full compensation for developing a water supply including all labor, materials, tools, and equipment for developing water supply including meter deposit and/or rental, piping, storage, and all other operations involved in developing water supply shall be considered as included in the various items using water and no separate compensation will be allowed.

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ARTICLE 16. UTILITY USAGE
All temporary utilities, including but not limited to electricity, water, gas, and telephone, used on the Work shall be furnished and paid for by Contractor. Contractor shall Provide necessary temporary distribution systems, including meters, if necessary, from distribution points to points on The Work where the utility is needed. Upon completion of The Work, Contractor shall remove all temporary distribution systems.

Contractor shall provide necessary and adequate utilities and pay all costs for water, electricity, gas, oil, and sewer charges required for completion of the Project.

All permanent meters Installed shall be listed in the Contractor’s name until Project Acceptance.

If the Contract is for construction in existing facilities, Contractor may, with prior written Approval of the City, use the City’s existing utilities by compensating the City for utilities used by Contractor.

ARTICLE 17. INSPECTION FEES FOR PERMANENT UTILITIES
All inspection fees and other municipal charges for permanent utilities including, but not limited to, sewer, electrical, phone, gas, water, and irrigation shall be paid for by the City. Contractor shall be responsible for arranging the payment of such fees, but inspection fees and other municipal fees relating to permanent utilities shall be paid by the City. Contractor may either request reimbursement from the City for such fees, or shall be responsible for arranging and coordination with City for the payment of such fees.

ARTICLE 18. TRENCHES
Trenches Five Feet or More in Depth. The Contractor shall submit to the City, 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 excavation of any trench or trenches five feet or more in depth. If the plan varies from shoring system standards, the plan shall be prepared by a registered civil or structural engineer. The plan shall not be less effective than the shoring, bracing, sloping, or other provisions of the Construction Safety Orders, as defined in the California Code of Regulations.

Excavations Deeper than Four Feet. If work under this Contract involves digging trenches or other excavation that extends deeper than four feet below the surface, Contractor shall promptly, and before the following conditions are disturbed, notify the City, in writing, of any:

Material that the 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 I, Class II, or Class III disposal site in accordance with provisions of existing law.

Subsurface or latent physical conditions at the site differing from those indicated.

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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 the Contract.

The City shall promptly investigate the conditions, and if it finds that the conditions do so materially differ, or do involve hazardous waste, and cause a decrease or increase in Contractor’s cost of, or the time required for, performance of any part of The Work, shall issue a change order under the procedures described in the Contract Documents.

In the event that a dispute arises between the City and the Contractor as to whether the conditions materially differ, or involve hazardous waste, or cause a decrease or increase in the Contractor’s cost of, or time required for, performance of any part of The Work, the Contractor shall not be excused from any scheduled completion date provided for by the Contract, but shall proceed with all Work to be performed under the Contract. Contractor 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.

ARTICLE 19. DIVERSION OF RECYCLABLE WASTE MATERIALS
In compliance with the applicable City’s waste reduction and recycling efforts, Contractor shall divert all Recyclable Waste Materials to appropriate recycling centers. Contractor will be required to submit weight tickets and written proof of diversion with its monthly progress payment requests. Contractor shall complete and execute any certification forms required by City or other applicable agencies to document Contractor’s compliance with these diversion requirements. All costs incurred for these waste diversion efforts shall be the responsibility of the Contractor.

ARTICLE 20. REMOVAL OF HAZARDOUS MATERIALS
Should Contractor encounter material reasonably believed to be polychlorinated biphenyl (PCB) or other toxic wastes and hazardous materials which have not been rendered harmless at the Project site, the Contractor shall immediately stop work at the affected Project site and shall report the condition to the City in writing. The City shall contract for any services required to directly remove and/or abate PCBs and other toxic wastes and hazardous materials, if required by the Project site(s), and shall not require the Contractor to subcontract for such services. The Work in the affected area shall not thereafter be resumed except by written agreement of the City and Contractor.

ARTICLE 21. SANITARY FACILITIES
Contractor shall provide sanitary temporary toilet buildings for the use of all workers. All toilets shall comply with local codes and ordinances. Toilets shall be kept supplied with toilet paper and shall have workable door fasteners. Toilets shall be serviced no less than once weekly and shall be present in a quantity of not less than 1 per 20 workers as required by CALOSHA regulation. The toilets shall be maintained in a sanitary condition at all times. Use of toilet facilities in The Work under construction shall not be permitted. Any other Sanitary Facilities required by CAL-OSHA shall be the responsibility of the Contractor.

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ARTICLE 22. AIR POLLUTION CONTROL
Contractor shall comply with all air pollution control rules, regulations, ordinances and statutes.

All containers of paint, thinner, curing compound, solvent or liquid asphalt shall be labeled to indicate that the contents fully comply with the applicable material requirements.

ARTICLE 23. COMPLIANCE WITH STATE STORM WATER PERMIT
Contractor shall be required to comply with all conditions of the State Water Resources Control Board (“State Water Board”) National Pollutant Discharge Elimination System General Permit for Waste Discharge Requirements for Discharges of Storm Water Runoff Associated with Construction Activity (“Permit”) for all construction activity which results in the disturbance of in excess of one acre of total land area or which is part of a larger common area of development or sale. Contractor shall be responsible for filing the Notice of Intent and for obtaining the Permit. Contractor shall be solely responsible for preparing and implementing a Storm Water Pollution Prevention Plan (“SWPPP”) prior to initiating Work. In bidding on this Contract, it shall be Contractor’s responsibility to evaluate the cost of procuring the Permit and preparing the SWPPP as well as complying with the SWPPP and any necessary revision to the SWPPP.

Contractor shall comply with all requirements of the State Water Resources Control Board.

Contractor shall include all costs of compliance with specified requirements in the Contract amount.

Contractor shall be responsible for procuring, implementing and complying with the provisions of the Permit and the SWPPP, including the standard provisions, monitoring and reporting requirements as required by the Permit. Contractor shall provide copies of all reports and monitoring information to the Engineer.

Contractor shall comply with the lawful requirements of any applicable municipality, the City, drainage district, and other local agencies regarding discharges of storm water to separate storm drain system or other watercourses under their jurisdiction, including applicable requirements in municipal storm water management programs.

Storm, surface, nuisance, or other waters may be encountered at various times during construction of The Work. Therefore, the Contractor, by submitting a Bid, hereby acknowledges that it has investigated the risk arising from such waters, has prepared its Bid accordingly, and assumes any and all risks and liabilities arising therefrom.

Failure to comply with the Permit is in violation of federal and state law. Contractor hereby agrees to indemnify and hold harmless City, its officials, officers, agents, employees and authorized volunteers from and against any and all claims, demands, losses or liabilities of any kind or nature which City, its officials, officers, agents, employees and authorized volunteers may sustain or incur for noncompliance with the Permit arising out of or in connection with the Project, except for liability resulting from the sole established negligence, willful misconduct or active negligence of the City, its officials, officers, agents, employees or authorized volunteers.

City may seek damages from Contractor for delay in completing the Contract in accordance with the Contract Documents, caused by Contractor’s failure to comply with the Permit.

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ARTICLE 24. CLEANING UP
Contractor at all times shall keep premises free from debris such as waste, rubbish, and excess materials and equipment. Contractor shall not store debris under, in, or about the premises.

Upon completion of Work, Contractor shall clean the interior and exterior of the building or improvement including fixtures, equipment, walls, floors, ceilings, roofs, window sills and ledges, horizontal projections, and any areas where debris has collected so surfaces are free from foreign material or discoloration. Contractor shall clean and polish all glass, plumbing fixtures, and finish hardware and similar finish surfaces and equipment and contractor shall also remove temporary fencing, barricades, planking and construction toilet and similar temporary facilities from site. Contractor shall also clean all buildings, asphalt and concrete areas to the degree necessary to remove oil, grease, fuel, or other stains caused by Contractor operations or equipment.

Contractor shall fully clean up the site at the completion of The Work. If the Contractor fails to immediately clean up at the completion of The Work, the City may do so and the cost of such clean up shall be charged back to the Contractor.

ARTICLE 25. LAYOUT AND FIELD ENGINEERING
The City will provide surveying and construction staking required for the construction of this project as determined by the City Engineer. The cost of any additional surveying and/or construction staking primarily for the convenience of the Contractor, not in conformance with usual and customary practices, and for replacement of stakes lost as a result of the Contractor's operations will be the responsibility of the Contractor. The cost of said additional surveying shall be deducted from the Contractor's progress payments. The Contractor shall make all requests for construction stakes in writing at least 48-hours in advance of the day required. The City shall set sub grade elevation control stakes upon receipt of 24-hour prior notification by the Contractor.

ARTICLE 26. EXCESSIVE NOISE
The Contractor shall use only such equipment on the work and in such state of repair so that the emission of sound therefrom is within the noise tolerance level of that equipment as established by CAL-OSHA.

The Contractor shall comply with the most restrictive of the following: (1) local sound control and noise level rules, regulations and ordinances and (2) the requirements contained in these Contract Documents, including hours of operation requirements. No internal combustion engine shall be operated on the Project without a muffler of the type recommended by the manufacturer. Should any muffler or other control device sustain damage or be determined to be ineffective or defective, the Contractor shall promptly remove the equipment and shall not return said equipment to the job until the device is repaired or replaced. Said noise and vibration level requirements shall apply to all equipment on the job or related to the job, including but not limited to, trucks, transit mixers or transit equipment that may or may not be owned by the Contractor.

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The Contractor shall comply with the City of Bradbury Ordinance Title 9.06-Site Planning and General Development Standards Chapter 9.06.110.

ARTICLE 27. TESTS AND INSPECTIONS
If the Contract Documents, the Engineer, or any instructions, laws, ordinances, or public authority require any part of The Work to be tested or Approved, Contractor shall provide the Engineer at least two (2) working days notice of its readiness for observation or inspection. If inspection is by a public authority other than the City, Contractor shall promptly inform the City of the date fixed for such inspection. Required certificates of inspection (or similar) shall be secured by Contractor. Costs for City testing and City inspection shall be paid by the City.

Costs of tests for Work found not to be in compliance shall be paid by the Contractor.

If any Work is done or covered up without the required testing or approval, the Contractor shall uncover or deconstruct the Work, and the Work shall be redone after completion of the testing at the Contractor’s cost in compliance with the Contract Documents.

Where inspection and testing are to be conducted by an independent laboratory or agency, materials or samples of materials to be inspected or tested shall be selected by such laboratory or agency, or by the City, and not by Contractor. All tests or inspections of materials shall be made in accordance with the commonly recognized standards of national organizations.

In advance of manufacture of materials to be supplied by Contractor which must be tested or inspected, Contractor shall notify the City so that the City may arrange for testing at the source of supply. Any materials which have not satisfactorily passed such testing and inspection shall not be incorporated into The Work.

If the manufacture of materials to be inspected or tested will occur in a plant or location outside the geographic limits of City, the Contractor shall pay for any excessive or unusual costs associated with such testing or inspection, including but not limited to excessive travel time, standby time and required lodging.

Reexamination of Work may be ordered by the City. If so ordered, Work must be uncovered or deconstructed by Contractor. If Work is found to be in accordance with the Contract Documents, the City shall pay the costs of reexamination and reconstruction. If such work is found not to be in accordance with the Contract Documents, Contractor shall pay all costs.

ARTICLE 28. PROTECTION OF WORK AND PROPERTY
The Contractor shall be responsible for all damages to persons or property that occur as a result of The Work. Contractor shall be responsible for the proper care and protection of all materials delivered and Work performed until completion and final Acceptance by the City. All Work shall be solely at the Contractor’s risk. Contractor shall adequately protect adjacent property from settlement or loss of lateral support as necessary. Contractor shall comply with all applicable safety laws and building codes to prevent accidents or injury to persons on, about, or adjacent to the Project site where Work is being performed. Contractor shall erect and properly maintain at all times, as required by field conditions and progress of work, all necessary

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safeguards, signs, barriers, lights, and watchmen for protection of workers and the public, and shall post danger signs warning against hazards created in the course of construction.

In an emergency affecting safety of life or of work or of adjoining property, Contractor, without special instruction or authorization from the Engineer, is hereby permitted to act to prevent such threatened loss or injury; and Contractor shall so act, without appeal, if so authorized or instructed by the Engineer or the City. Any compensation claimed by Contractor on account of emergency work shall be determined by and agreed upon by the City and the Contractor.

Contractor shall provide such heat, covering, and enclosures as are necessary to protect all Work, materials, equipment, appliances, and tools against damage by weather conditions.

Contractor shall take adequate precautions to protect existing sidewalks, curbs, pavements, utilities, and other adjoining property and structures, and to avoid damage thereto, and Contractor shall repair any damage thereto caused by The Work operations. Contractor shall:

Enclose the working area with a substantial barricade, and arrange work to cause minimum amount of inconvenience and danger to the public.

Provide substantial barricades around any shrubs or trees indicated to be preserved.

Deliver materials to the Project site over a route designated by the Engineer.

Provide any and all dust control required and follow the Applicable air quality regulations as appropriate. If the Contractor does not comply, the City shall have the immediate authority to provide dust control and deduct the cost from payments to the Contractor.

Confine Contractor’s apparatus, the storage of materials, and the operations of its workers to limits required by law, ordinances, permits, or directions of the Engineer. Contractor shall not unreasonably encumber the Project site with its materials.

Take care to prevent disturbing or covering any survey markers, monuments, or other devices marking property boundaries or corners. If such markers are disturbed by accident, they shall be replaced by an approved civil engineer or land surveyor, at no cost to the City.

Ensure that existing facilities, fences and other structures are all adequately protected and that, upon completion of all Work, all facilities that may have been damaged are restored to a condition acceptable to the City.

Preserve and protect from injury all buildings, pole lines and all direction, warning and mileage signs that have been placed within the right-of-way.

At the completion of work each day, leave the Project site in a clean, safe condition.

Comply with any stage construction and traffic handling plans. Access to residences and businesses shall be maintained at all times.

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These precautionary measures will apply continuously and not be limited to normal working hours. Full compensation for the Work involved in the preservation of life, safety and property as above specified shall be considered as included in the prices paid for the various contract items of Work, and no additional allowance will be made therefor.

Should damage to persons or property occur as a result of The Work, Contractor shall be responsible for proper investigation, documentation, including video or photography, to adequately memorialize and make a record of what transpired. The City shall be entitled to inspect and copy any such documentation, video, or photographs.

ARTICLE 29. CONTRACTORS MEANS AND METHODS
Contractor is solely responsible for the means and methods utilized to Perform The Work. In no case shall the Contractor’s means and methods deviate from commonly used industry standards.

ARTICLE 30. INSPECTOR’S FIELD OFFICE
The Contractor shall be responsible for providing the inspector’s field office. The Office shall be a substantial waterproof construction with adequate natural light and ventilation by means of stock design windows. Door shall have a key type lock or padlock clasp. The office shall have heating and air conditioning and shall be equipped with a telephone, a telephone answering machine, and a fax machine at Contractor’s expense.

A table satisfactory for the study of plans and two chairs shall be Provided by Contractor.

Contractor shall Provide and pay for adequate electric lights, local telephone service, and adequate heat and air conditioning for the field office until authorized removal.

ARTICLE 31. AUTHORIZED REPRESENTATIVES
The City shall designate representatives, who shall have the right to be present at the Project site at all times. The City may designate an inspector who shall have the right to observe all of the Contractor’s Work. The inspector is not authorized to make changes in the Contract Documents. The inspector shall not be responsible for the Contractor’s failure to carry out The Work in accordance with the Contract Documents. Contractor shall provide safe and proper facilities for such access.

ARTICLE 32. HOURS OF WORK
Eight (8) hours of work shall constitute a legal day’s work. The Contractor and each subcontractor shall forfeit, as penalty to the City, twenty-five dollars ($25) for each worker employed in the execution of Work by the Contractor or any subcontractor for each day during which such worker is required or permitted to work more than eight (8) hours in any one day and forty (40) hours in any week in violation of the provisions of the Labor Code, and in particular, Section 1810 to Section 1815, except as provided in Labor Code Section 1815.

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Work shall be accomplished on a regularly scheduled eight (8) hour per day work shift basis, Monday through Friday, between the hours of 7:00 a.m. and 5:00 p.m.

It shall be unlawful for any person to operate, permit, use, or cause to operate any of the following at the Project site, other than between the hours of 7:00 a.m. to 5:00 p.m., Monday through Friday, with no Work allowed on City-observed holidays, unless otherwise Approved by the Engineer:

Powered Vehicles
Construction Equipment
Loading and Unloading Vehicles
Domestic Power Tool.

ARTICLE 33. PAYROLL RECORDS
Pursuant to Labor Code Section 1776, the Contractor and each subcontractor shall maintain weekly certified payroll records showing the name, address, social security number, work classification, straight time and overtime hours paid each day and week, and the actual per diem wages paid to each journeyman, apprentice, worker or other employee employed in connection with the work. Contractor shall certify under penalty of perjury that records maintained and submitted by Contractor are true and accurate. Contractor shall also require subcontractor(s) to certify weekly payroll records under penalty of perjury.

The payroll records described herein shall be certified and submitted by the Contractor at a time designated by the City. The Contractor shall also provide the following:

A certified copy of the employee’s payroll records shall be made available for inspection or furnished to such employee or his or her authorized representative on request.

The certified payroll records shall be on forms provided by the Division of Labor Standards Enforcement (“DLSE”) of the DIR or shall contain the same information as the forms provided by the DLSE.

Any copy of records made available for inspection and furnished upon request to the public shall be marked or obliterated in such a manner as to prevent disclosure of an individual’s name, address, and social security number. The name and address of the Contractor or any subcontractor shall not be marked or obliterated.

In the event of noncompliance with the requirements of this Section, the Contractor shall have ten (10) days in which to comply subsequent to receipt of written notice specifying any item or

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actions necessary to ensure compliance with this section. Should noncompliance still be evident after such ten (10) day period, the Contractor shall, as a penalty to the City, forfeit Twenty-five Dollars ($25.00) for each day, or portion thereof, for each worker until strict compliance is effectuated. Upon the request of the DIR, such penalties shall be withheld from contract payments.

ARTICLE 34. PREVAILING RATES OF WAGES
The Contractor is aware of the requirements of Labor Code Sections 1720 et seq. and 1770 et seq., as well as California Code of Regulations, Title 8, Section 16000 et seq. (“Prevailing Wage Laws”), which require the payment of prevailing wage rates and the performance of other requirements on certain “public works” and “maintenance” projects. Since this Project involves an applicable “pubic works” or “maintenance” project, as defined by the Prevailing Wage Laws, and since the total compensation is $1,000 or more, Contractor agrees to fully comply with such Prevailing Wage Laws. The Contractor shall obtain a copy of the prevailing rates of per diem wages at the commencement of this Agreement from the website of the Division of Labor Statistics and Research of the Department of Industrial Relations located at www.dir.ca.gov/dlsr/. In the alternative, the Contractor may view a copy of the prevailing rates of per diem wages at the City. Contractor shall make copies of the prevailing rates of per diem wages for each craft, classification or type of worker needed to perform work on the Project available to interested parties upon request, and shall post copies at the Contractor’s principal place of business and at the Project site. Contractor shall defend, indemnify and hold the City, its elected officials, officers, employees and agents free and harmless from any claims, liabilities, costs, penalties or interest arising out of any failure or allege failure to comply with the Prevailing Wage Laws.

The Contractor and each subcontractor shall forfeit as a penalty to the City not more than fifty dollars ($50) for each calendar day, or portion thereof, for each worker paid less than the stipulated prevailing wage rate for any work done by him, or by any subcontract under him, in violation of the provisions of the Labor Code. The difference between such stipulated prevailing wage rate and the amount paid to each worker for each calendar day or portion thereof for which each worker was paid less than the stipulated prevailing wage rate shall be paid to each worker by the Contractor.

Contractor shall post, at appropriate conspicuous points on the Project site, a schedule showing all determined general prevailing wage rates and all authorized deductions, if any, from unpaid wages actually earned.

ARTICLE 35. EMPLOYMENT OF APPRENTICES
The Contractor’s attention is directed to the provisions of Sections 1777.5, 1777.6, and 1777.7 of the Labor Code concerning employment of apprentices by the Contractor or any subcontractor. The Contractor shall obtain a certificate of apprenticeship before employing any apprentice pursuant to Section 1777.5, 1777.6, and 1777.7 of the Labor Code. Information relative to apprenticeship standards, wage schedules, and other requirements may be obtained

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from the Director of Industrial Relations, the Administrator of Apprenticeships, San Francisco, California, or from the Division of Apprenticeship Standards and its branch offices.

ARTICLE 36. NONDISCRIMINATION/EQUAL EMPLOYMENT OPPORTUNITY Pursuant to Labor Code Section 1735 and other applicable provisions of law, the Contractor and its subcontractors shall not discriminate against any employee or applicant for employment because of race, color, religion, sex, national origin, age, political affiliation, marital status, or handicap on this Project. The Contractor will take affirmative action to insure that employees are treated during employment or training without regard to their race, color, religion, sex, national origin, age, political affiliation, marital status, or handicap.

ARTICLE 37. LABOR/EMPLOYMENT SAFETY
The Contractor shall maintain emergency first aid treatment for his employees which complies with the Federal Occupational Safety and Health Act of 1970 (29 U.S.C. § 651 et seq.), and California Code of Regulations, Title 8, Industrial Relations Division 1, Department of Industrial Relations, Chapter 4.

ARTICLE 38. WORKERS’ COMPENSATION INSURANCE
The Contractor shall Provide, during the life of this Contract, workers’ compensation insurance for all of the employees engaged in Work under this Contract, on or at the Project site, and, in case any of sublet Work, the Contractor shall require the subcontractor similarly to provide workers’ compensation insurance for all the latter’s employees as prescribed by State law. Any class of employee or employees not covered by a subcontractor’s insurance shall be covered by the Contractor’s insurance. In case any class of employees engaged in work under this Contract, on or at the Project site, is not protected under the Workers’ Compensation Statutes, the Contractor shall provide or shall cause a subcontractor to provide, adequate insurance coverage for the protection of such employees not otherwise protected. The Contractor is required to secure payment of compensation to his employees in accordance with the provisions of Section 3700 of the Labor Code. The Contractor shall file with the City certificates of his insurance protecting workers. Company or companies providing insurance coverage shall be acceptable to the City, if in the form and coverage as set forth in the Contract Documents.

ARTICLE 39. EMPLOYER’S LIABILITY INSURANCE
Contractor shall provide during the life of this Contract, Employer’s Liability Insurance, including Occupational Disease, in the amount of, at least, one million dollars ($1,000,000.00) per person per accident. Contractor shall provide City with a certificate of Employer’s Liability Insurance. Such insurance shall comply with the provisions of the Contract Documents. The policy shall be endorsed, if applicable, to provide a Borrowed Servant/Alternate Employer Endorsement, contain a Waiver of Subrogation in favor of the City and shall comply with the provisions of Article 42. .

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ARTICLE 40. COMMERCIAL GENERAL LIABILITY INSURANCE
Contractor shall procure and maintain during the life of this Contract and for such other period as may be required herein, at its sole expense, Commercial General Liability insurance coverage, including but not limited to, premises liability, contractual liability, products/completed operations if applicable, personal and advertising injury – which may arise from or out of Contractor’s operations, use, and management of the Project site, or the performance of its obligations hereunder. Policy limits shall not be less than $1,000,000 per occurrence for bodily injury, personal injury and property damage. If Commercial General Liability Insurance or other form with a general aggregate limit is used, either the general aggregate limit shall apply separately to this project/location or the general aggregate limit shall be twice the required occurrence limit.

Such policy shall comply with all the requirements of this Article and Article 42. . The limits set forth herein shall apply separately to each insured against whom claims are made or suits are brought, except with respect to the limits of liability. Further the limits set forth herein shall not be construed to relieve the Contractor from liability in excess of such coverage, nor shall it limit Contractor’s indemnification obligations to the City, and shall not preclude the City from taking such other actions available to the City under other provisions of the Contract Documents or law.

Contractor shall make certain that any and all subcontractors hired by Contractor are insured in accordance with this Contract. If any subcontractor’s coverage does not comply with the foregoing provisions, Contractor shall indemnify and hold the City harmless from any damage, loss, cost, or expense, including attorneys’ fees, incurred by the City as a result thereof.

All general liability policies provided pursuant to the provisions of this Article shall comply with the provisions of the Contract Documents.

All general liability policies shall be written to apply to all bodily injury, including death, property damage, personal injury, owned and non-owned equipment, blanket contractual liability, completed operations liability, explosion, collapse, under-ground excavation, removal of lateral support, and other covered loss, however occasioned, occurring during the policy term, and shall specifically insure the performance by Contractor of that part of the indemnification contained in these General Conditions, relating to liability for injury to or death of persons and damage to property. If the coverage contains one or more aggregate limits, a minimum of 50% of any such aggregate limit must remain available at all times; if over 50% of any aggregate limit has been paid or reserved, the City may require additional coverage to be purchased by Contractor to restore the required limits. Contractor may combine primary, umbrella, and as broad as possible excess liability coverage to achieve the total limits indicated above. Any umbrella or excess liability policy shall include the additional insured endorsement described in the Contract Documents.

ARTICLE 41. AUTOMOBILE LIABILITY INSURANCE
Contractor shall take out and maintain at all times during the term of this Contract Automobile Liability Insurance in the amount of, at least, one million dollars ($1,000,000). Such insurance

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shall provide coverage for bodily injury and property damage including coverage for nonowned and hired vehicles, in a form and with insurance companies acceptable to the City. Such insurance shall comply with the provisions of Article 42 below.

ARTICLE 42. BUILDER’S RISK [“ALL RISK”]
It is the Contractor’s responsibility to maintain or cause to be maintained Builder’s Risk [ “All Risk”] extended coverage insurance on all work, material, equipment, appliances, tools, and structures which are a part of the Contract and subject to loss or damage by fire, and vandalism and malicious mischief, in an amount to cover 100% of the replacement cost. The City accepts no responsibility until the Contract is formally accepted by the Governing Board for the work.

The Contractor is required to file with the City a certificate evidencing fire insurance coverage.

Provide insurance coverage on completed value form, all-risk or special causes of loss coverage.

Insurance policies shall be so conditioned as to cover the performance of any extra work performed under the Contract.

Coverage shall include all materials stored on site and in transit.

Coverage shall include Contractor’s tools and equipment.

Insurance shall include boiler, machinery and material hoist coverage.

Such insurance shall comply with the provisions of the Contract Documents.

ARTICLE 43. FORM AND PROOF OF CARRIAGE OF INSURANCE
Any insurance carrier providing insurance coverage required by the Contract Documents shall be admitted to and authorized to do business in the State of California unless waived, in writing, by the City Risk Manager. Carrier(s) shall have an A.M. Best rating of not less than an A-:VII.

Insurance deductibles or self-insured retentions must be declared by the Contractor, and such deductibles and retentions shall have the prior written consent from the City. At the election of the City the Contractor shall either 1) reduce or eliminate such deductibles or self-insured retentions, or 2) procure a bond which guarantees payment of losses and related investigations, claims administration, and defense costs and expenses.

Contractor shall cause its insurance carrier(s) to furnish the City with either 1) a properly executed original Certificates(s) of Insurance and certified original copies of Endorsements effecting coverage as required herein, or 2) if requested to do so in writing by the City Risk Manager, provide original Certified copies of policies including all Endorsements and all attachments thereto, showing such insurance is in full force and effect. The City, its Director’s and officers, employees, agents and representatives are to be named as Additional Insureds and a Waiver of Subrogation in favor of those parties shall be provided. Further, said Certificates(s) and policies of insurance shall contain the covenant of the insurance carrier(s) that shall provide no less than thirty (30) days written notice be given to the City prior to any material modification or cancellation of such insurance. In the event of a material modification or

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cancellation of coverage, the City may terminate or Stop Work pursuant to the Contract Documents, unless the City receives, prior to such effective date, another properly executed original Certificate of Insurance and original copies of endorsements or certified original policies, including all endorsements and attachments thereto evidencing coverages set forth herein and the insurance required herein is in full force and effect. Contractor shall not take possession, or use the Project site, or commence operations under this Agreement until the City has been furnished original Certificate(s) of Insurance and certified original copies of Endorsements or policies of insurance including all Endorsements and any and all other attachments as required in this Section. The original Endorsements for each policy and the Certificate of Insurance shall be signed by an individual authorized by the insurance carrier to do so on its behalf.

It is understood and agreed to by the parties hereto and the insurance company(s), that the Certificate(s) of Insurance and policies shall so covenant and shall be construed as primary, and the City’s insurance and/or deductibles and/or self-insured retentions or self-insured programs shall not be construed as contributory.

The City reserves the right to adjust the monetary limits of insurance coverage’s during the term of this Contract including any extension thereof-if in the City’s reasonable judgment, the amount or type of insurance carried by the Contractor becomes inadequate.

Contractor shall pass down the insurance obligations contained herein to all tiers of subcontractors working under this Contract.

ARTICLE 44. TIME FOR COMPLETION AND LIQUIDATED DAMAGES
Time for Completion/Liquidated Damages. Work shall be commenced within ten (10) calendar days of the date stated in the City’s Notice to Proceed and shall be completed by Contractor in the time specified in the Contract Documents. The City is under no obligation to consider early completion of the Project; and the Contract completion date shall not be amended by the City’s receipt or acceptance of the Contractor’s proposed earlier completion date.

Furthermore, Contractor shall not, under any circumstances, receive additional compensation from the City (including but not limited to indirect, general, administrative or other forms of overhead costs) for the period between the time of earlier completion proposed by the Contractor and the Contract completion date. If The Work is not completed as stated in the Contract Documents, it is understood that the City will suffer damage. In accordance with Government Code section 53069.85, being impractical and infeasible to determine the amount of actual damage, it is agreed that Contractor shall pay to the City as fixed and liquidated damages, and not as a penalty, the sum stipulated in the Contract for each day of delay until The Work is fully completed. Contractor and its surety shall be liable for any liquidated damages.

Any money due or to become due the Contractor may be retained to cover liquidated damages.

Inclement Weather. Contractor shall abide the Engineer’s determination of what constitutes inclement weather. Time extensions for inclement weather shall only be granted when the Work stopped during inclement weather is on the critical path of the Project schedule.

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Extension of Time. Contractor shall not be charged liquidated damages because of any delays in completion of The Work due to unforeseeable causes beyond the control and without the fault or negligence of Contractor (or its subcontractors or suppliers). Contractor shall within five (5) Days of identifying any such delay notify the City in writing of causes of delay. The City shall ascertain the facts and extent of delay and grant extension of time for completing The Work when, in its judgment, the facts justify such an extension. Time extensions to the Project shall be requested by the Contractor as they occur and without delay. No delay claims shall be permitted unless the event or occurrence delays the completion of the Project beyond the Contract completion date.

No Damages for Reasonable Delay. The City’s liability to Contractor for delays for which the City is responsible shall be limited to only an extension of time unless such delays were unreasonable under the circumstances. In no case shall the City be liable for any costs which are borne by the Contractor in the regular course of business, including, but not limited to, home office overhead and other ongoing costs. Damages caused by unreasonable City delay, including delays caused by items that are the responsibility of the City pursuant to Government Code section 4215, shall be based on actual costs only, no proportions or formulas shall be used to calculate any delay damages.

ARTICLE 45. COST BREAKDOWN AND PERIODIC ESTIMATES
Contractor shall furnish on forms Approved by the City:

Within ten (10) Days of award of the Contract a detailed estimate giving a complete breakdown of the Contract price;
A monthly itemized estimate of Work done for the purpose of making progress payments. In order for the City to consider and evaluate each progress payment application, the Contractor shall submit a detailed measurement of Work performed and a progress estimate of the value thereof before the tenth (10th) Day of the following month.

Contractor shall submit, with each of its payment requests, an adjusted list of actual quantities, verified by the Engineer, for unit price items listed, if any, in the Bid Form.

Following the City’s Acceptance of the Work, the Contractor shall submit to the City a written statement of the final quantities of unit price items for inclusion in the final payment request.

The City shall have the right to adjust any estimate of quantity and to subsequently correct any error made in any estimate for payment.

Contractor shall certify under penalty of perjury, that all cost breakdowns and periodic estimates accurately reflect the Work on the Project.

ARTICLE 46. MOBILIZATION
When a bid item is included in the Bid Form for mobilization, the costs of Work in advance of construction operations and not directly attributable to any specific bid item will be included in

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the progress estimate (“Initial Mobilization”). When no bid item is provided for “Initial Mobilization,” payment for such costs will be deemed to be included in the other items of The Work.

Payment for Initial Mobilization based on the lump sum provided in the Bid Form, which shall constitute full compensation for all such Work. No payment for Initial Mobilization will be made until all of the listed items have been completed to the satisfaction of the Engineer. The scope of the Work included under Initial Mobilization shall include, but shall not be limited to, the following principal items:

Obtaining and paying for all bonds, insurance, and permits.

Moving on to the Project site of all Contractor’s plant and equipment required for first month’s operations.

Installing temporary construction power, wiring, and lighting facilities.

Establishing fire protection system.

Developing and installing a construction water supply.

Providing on-site sanitary facilities and potable water facilities as specified per Cal-OSHA and these Contract Documents.

Furnishing, installing, and maintaining all storage buildings or sheds required for temporary storage of products, equipment, or materials that have not yet been installed in the Work. All such storage shall meet manufacturer’s specified storage requirements, and the specific provisions of the specifications, including temperature and humidity control, if recommended by the manufacturer, and for all security.

Arranging for and erection of Contractor’s work and storage yard.

Posting all OSHA required notices and establishment of safety programs per Cal-OSHA.

Full-time presence of Contractor’s superintendent at the job site as required herein.

Submittal of Construction Schedule as required by the Contract Documents.

ARTICLE 47. PAYMENTS
The City shall make monthly progress payments following receipt of undisputed and properly submitted payment requests. Contractor shall be paid a sum equal to ninety-five percent (95%) of the value of Work performed up to the last day of the previous month, less the aggregate of previous payments.

The Contractor shall, after the full completion of The Work, submit a final payment application.

All prior progress estimates shall be subject to correction in the final estimate and payment.

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Unless otherwise required by law, the final payment of five percent (5%) of the value of the Work, if unencumbered, shall be paid no later than sixty (60) Days after the date of recordation of the Notice of Completion.

Acceptance by Contractor of the final payment shall constitute a waiver of all claims against the City arising from this Contract.

Payments to the Contractor shall not be construed to be an acceptance of any defective work or improper materials, or to relieve the Contractor of its obligations under the Contract Documents.

The Contractor shall submit with each payment request the Contractor’s conditional waiver of lien for the entire amount covered by such payment request, as well as a valid unconditional waiver of lien from the Contractor and all subcontractors and materialmen for all work and materials included in any prior invoices. Waivers of lien shall be in the forms prescribed by California Civil Code Section 3262. Prior to final payment by the City, the Contractor shall submit a final waiver of lien for the Contractor’s work, together with releases of lien from any subcontractor or materialmen.

ARTICLE 48. PAYMENTS WITHHELD AND BACKCHARGES
In addition to amounts which the City may retain under other provisions of the Contract Documents the City may withhold payments due to Contractor as may be necessary to cover:

Stop Notice Claims.

Defective work not remedied.

Failure of Contractor to make proper payments to its subcontractors or suppliers.

Completion of the Contract if there exists a reasonable doubt that the work can be completed for balance then unpaid.

Damage to another contractor or third party.

Amounts which may be due the City for claims against Contractor.

Failure of Contractor to keep the record (“as-built”) drawings up to date.

Failure to provide updates on the construction schedule.

Site clean up.

Failure of the Contractor to comply with requirements of the Contract Documents.

Liquated damages.

Legally permitted penalties.

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Upon completion of the Contract, the City will reduce the final Contract amount to reflect costs charged to the Contractor, backcharges or payments withheld pursuant to the Contract Documents.

ARTICLE 49. CHANGES AND EXTRA WORK
Change Order Work.

The City, without invalidating the Contract, may order changes in the Work consisting of additions, deletions or other revisions, the Contract amount and Contract time being adjusted accordingly. All such changes in the Work shall be authorized by Change Order, and shall be performed under the applicable conditions of the Contract Documents. A Change Order signed by the Contractor indicates the Contractor's agreement therewith, including any adjustment in the Contract amount or the Contract time, and the full and final settlement of all costs (direct, indirect and overhead) related to the Work authorized by the Change Order.

All claims for additional compensation to the Contractor shall be presented in writing before the expense is incurred and will be adjusted as provided herein. No work shall be allowed to lag pending such adjustment, but shall be promptly executed as directed, even if a dispute arises.

No claim will be considered after the work in question has been done unless a written contract change order has been issued or a timely written notice of claim has been made by Contractor.

Contractor shall not be entitled to claim or bring suit for damages, whether for loss of profits or otherwise, on account of any decrease or omission of any item or portion of Work to be done.

Whenever any change is made as provided for herein, such change shall be considered and treated as though originally included in the Contract, and shall be subject to all terms, conditions and provisions of the original Contract.

Owner Initiated Change. The Contractor must submit a complete cost proposal, including any change in the Contract time, within seven (7) Days after receipt of a scope of a proposed change order, unless the City requests that proposals be submitted in less than seven (7) Days.

Contractor Initiated Change. The Contractor must give written notice of a proposed change order required for compliance with the Contract Documents within seven (7) Days of discovery of the facts giving rise to the proposed change order.

Whenever possible, any changes to the Contract amount shall be in a lump sum mutually agreed to by the Contractor and the City.

Price quotations from the Contractor shall be accompanied by sufficiently detailed supporting documentation to permit verification by the City.

If the Contractor fails to submit the cost proposal within the seven (7) Day period (or as requested), the City has the right to order the Contractor in writing to commence the work immediately on a force account basis and/or issue a lump sum change to the contract price in accordance with the City’s estimate of cost. If the change is issued based on the City estimate, the Contractor will waive its right to dispute the action unless within fifteen (15) Days

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following completion of the added/deleted work, the Contractor presents written proof that the City’s estimate was in error.

Estimates for lump sum quotations and accounting for cost-plus-percentage work shall be limited to direct expenditures necessitated specifically by the subject extra work, and shall be segregated as follows:

Labor. The costs of labor will be the actual cost for wages prevailing locally for each craft or type of worker at the time the extra work is done, plus employer payments of payroll taxes and insurance, health and welfare, pension, vacation, apprenticeship funds, and other direct costs resulting from Federal, State or local laws, as well as assessment or benefits required by lawful collective bargaining agreements. The use of a labor classification which would increase the extra work cost will not be permitted unless the contractor establishes the necessity for such additional costs. Labor costs for equipment operators and helpers shall be reported only when such costs are not included in the invoice for equipment rental.

Materials. The cost of materials reported shall be at invoice or lowest current price at which such materials are locally available in the quantities involved, plus sales tax, freight and delivery. Materials cost shall be based upon supplier or manufacturer’s invoice. If invoices or other satisfactory evidence of cost are not furnished within fifteen (15) Days of delivery, then the Engineer shall determine the materials cost, at its sole discretion.

Tool and Equipment Use. No payment will be made for the use of small tools, tools which have a replacement value of $1,000 or less. Regardless of ownership, the rates to be used in determining equipment use costs shall not exceed listed rates prevailing locally at equipment rental agencies, or distributors, at the time the work is performed.

Overhead, Profit and Other Charges. The mark-up for overhead (including supervision) and profit on work added to the Contract shall be according to the following:
“Net Cost” is defined as consisting of costs of labor, materials and tools and equipment only excluding overhead and profit. The costs of applicable insurance and bond premium will be reimbursed to the Contractor and subcontractors at cost only, without mark-up.

For Work performed by the Contractor’s forces the added cost for overhead and profit shall not exceed fifteen (15%) percent of the Net Cost of the Work.

For Work performed by a subcontractor, the added cost for overhead and profit shall not exceed fifteen (15%) percent of the Net Cost of the Work to which the Contractor may add five (5%) percent of the subcontractor’s Net Cost.

For Work performed by a sub-subcontractor the added cost for overhead and profit shall not exceed fifteen (15 %) percent of the Net Cost for Work to which the subcontractor and general contractor may each add an additional five (5 %) percent of the Net Cost of the lower tier subcontractor.

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No additional mark up will be allowed for lower tier subcontractors, and in no case shall the added cost for overhead and profit payable by City exceed twenty-five (25%) percent of the Net Cost as defined herein.

For added or deducted Work by subcontractors, the Contractor shall furnish to the City the subcontractor’s signed detailed estimate of the cost of labor, material and equipment, including the subcontractor markup for overhead and profit. The same requirement shall apply to subsubcontractors.

For added or deducted work furnished by a vendor or supplier, the Contractor shall furnish to the City a detailed estimate or quotation of the cost to the Contractor, signed by such vendor or supplier.

Any change in The Work involving both additions and deletions shall indicate a net total cost, including subcontracts and materials. Allowance for overhead and profit, as specified herein, shall be applied if the net total cost is an extra; overhead and profit allowances shall not be applied if the net total cost is a credit. The estimated cost of deductions shall be based on labor and material prices on the date the Contract was executed.

Contractor shall not reserve a right to assert impact costs, extended job site costs, extended overhead, constructive acceleration and/or actual acceleration beyond what is stated in the change order for work. No claims shall be allowed for impact, extended overhead costs, constructive acceleration and/or actual acceleration due to a multiplicity of changes and/or clarifications. The Contractor may not change or modify the City’s change order form in an attempt to reserve additional rights.

If the City disagrees with the proposal submitted by Contractor, it will notify the Contractor and the City will provide its opinion of the appropriate price and/or time extension. If the Contractor agrees with the City, a change order will be issued by the City. If no agreement can be reached, the City shall have the right to issue a unilateral change order setting forth its determination of the reasonable additions or savings in costs and time attributable to the extra or deleted work. Such determination shall become final and binding if the Contractor fails to submit a claim in writing to the City within fifteen (15) Days of the issuance of the unilateral change order, disputing the terms of the unilateral change order.

No dispute, disagreement or failure of the parties to reach agreement on the terms of the change order shall relieve the Contractor from the obligation to proceed with performance of the work, including extra work, promptly and expeditiously.

Any alterations, extensions of time, extra work or any other changes may be made without securing consent of the Contractor’s surety or sureties.

ARTICLE 50. OCCUPANCY
The City reserves the right to occupy or utilize any portion of The Work at any time before completion, and such occupancy or use shall not constitute Acceptance of any part of Work

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covered by this Contract. This use shall not relieve the Contractor of its responsibilities under the Contract.

ARTICLE 51. INDEMNIFICATION
Contractor shall defend (with counsel of City’s choosing), indemnify and hold the City, its officials, officers, agents, employees, and representatives free and harmless from any and all claims, demands, causes of action, costs, expenses, liabilities, losses, damages or injuries, in law or equity, regardless of whether the allegations are false, fraudulent, or groundless, to property or persons, including wrongful death, to the extent arising out of or incident to any acts, omissions or willful misconduct of Contractor, its officials, officers, employees, agents, consultants and contractors arising out of or in connection with the performance of the Work or this Contract, including claims made by subcontractors for nonpayment, including without limitation the payment of all consequential damages and attorneys fees and other related costs and expenses. Contractor shall defend, at Contractor’s own cost, expense and risk, with counsel of City’s choosing, any and all such aforesaid suits, actions or other legal proceedings of every kind that may be brought or instituted against City, its officials, officers, agents, employees and representatives. To the extent of its liability, Contractor shall pay and satisfy any judgment, award or decree that may be rendered against City, its officials, officers, employees, agents, employees and representatives, in any such suit, action or other legal proceeding. Contractor shall reimburse City, its officials, officers, agents, employees and representatives for any and all legal expenses and costs incurred by each of them in connection therewith or in enforcing the indemnity herein provided. The only limitations on this provision shall be those imposed by Civil Code Section 2782.

ARTICLE 52. RECORD (“AS BUILT”) DRAWINGS
Contractor shall prepare and maintain a complete set of record drawings (herein referred to as “as-builts”) and shall require each trade to prepare its own as-builts. The as-builts must show the entire site for each major trade, including but not limited to water, sewer, electrical, data, telephone, cable, fire alarm, gas and plumbing. Contractor shall mark the as-builts to show the actual installation where the installation varies from the Work as originally shown. Contractor shall mark whichever drawings are most capable of showing conditions fully and where shop drawings are used, Contractor must record a cross-reference at the corresponding location on the contract drawings. Contractor shall give particular attention to concealed elements that would be difficult to measure and record at a later date. Contractor shall use colors to distinguish variations in separate categories of The Work.

Contractor shall note related change order numbers where applicable. Contractor shall organize as-builts into manageable sets, bound with durable paper cover sheets and shall print suitable title, dates and other identification on the cover of each set. Contractor to also provide an electronic version of the as-builts. The suitability of the as-builts will be determined by the Engineer.

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ARTICLE 53. RESOLUTION OF CONSTRUCTION CLAIMS
In accordance with Public Contract Code Sections 20104 et seq. and other applicable law, public works claims of $375,000 or less which arise between the Contractor and the City shall be resolved under the following the statutory procedure unless the City has elected to resolve the dispute pursuant to Public Contract Code Section 10240 et seq.

All Claims: All claims shall be submitted in writing and accompanied by substantiating documentation. Claims must be filed on or before the date of final payment unless other notice requirements are provided in the contract. "Claim" means a separate demand by the claimant for (1) a time extension, (2) payment of money or damages arising from work done by or on behalf of the claimant and payment of which is not otherwise expressly provided for or the claimant is not otherwise entitled, or (3) an amount the payment of which is disputed by the City.

Claims Under $50,000. The City shall respond in writing to the claim within 45 days of receipt of the claim, or, the City may request, in writing, within 30 days of receipt of the claim, any additional documentation supporting the claim or relating to defenses or claims the City may have. If additional information is needed thereafter, it shall be provided upon mutual agreement of the City and the claimant. The City's written response shall be submitted 15 days after receiving the additional documentation, or within the same period of time taken by the claimant to produce the additional information, whichever is greater.

Claims over $50,000 but less than or equal to $375,000. The City shall respond in writing within 60 days of receipt, or, may request in writing within 30 days of receipt of the claim, any additional documents supporting the claim or relating to defenses or claims the City may have against the claimant. If additional information is needed thereafter, it shall be provided pursuant to mutual agreement between the City and the claimant. The City's response shall be submitted within 30 days after receipt of the further documents, or within the same period of time taken by the claimant to produce the additional information or documents, whichever is greater. The Contractor shall make these records and documents available at all reasonable times, without any direct charge.

The Contractor will submit the claim justification in the following format:

Summary of claim merit and price, and Contract clause pursuant to which the claim is made.

List of documents relating to claim
Specifications
Drawings
Clarifications (Requests for Information)
Schedules

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Other
Chronology of events and correspondence
Analysis of claim merit
Analysis of claim cost
Analysis of time impact analysis in CPM format
Cover letter and certification of validity of the claim If the claimant disputes the City's response, or if the City fails to respond within the statutory time period(s), the claimant may so notify the City within 15 days of the receipt of the response or the failure to respond, and demand an informal conference to meet and confer for settlement.

Upon such demand, the City shall schedule a meet and confer conference within 30 Days.

If following the meet and confer conference, the claim or any portion thereof remains in dispute, the claimant may file a claim pursuant to Government Code 900 et seq. and Government Code 910 et seq. For purposes of those provisions, the time within which a claim must be filed shall be tolled from the time the claimant submits the written claim until the time the claim is denied, including any time utilized for the meet and confer conference.

Submission of a claim, properly certified, with all required supporting documentation, and written rejection or denial of all or part of the claim by City, is a condition precedent to any action, proceeding, litigation, suit, general conditions claim, or demand for arbitration by Contractor.

ARTICLE 54. CITY’S RIGHT TO TERMINATE CONTRACT
Termination for Cause: The City may, without prejudice to any other right or remedy, serve written notice upon Contractor of its intention to terminate this Contract if the Contractor: (i) refuses or fails to prosecute The Work or any part thereof with such diligence as will ensure its completion within the time required; (ii) fails to complete The Work within the required time; (iii) should file a bankruptcy petition or be adjudged a bankrupt; (iv) should make a general assignment for the benefit of its creditors; (v) should have a receiver appointed; (vi) should persistently or repeatedly refuse or fail to supply enough properly skilled workers or proper materials to complete the work; (vii) should fail to make prompt payment to subcontractors or for material or labor; (viii) persistently disregard laws, ordinances, other requirements or instructions of the City; or (ix) should violate any of the provisions of the Contract Documents.

The notice of intent to terminate shall contain the reasons for such intention to terminate. Unless within ten (10) Days after the service of such notice, such condition shall cease or satisfactory arrangements (acceptable to the City) for the required correction are made, this Contract shall be terminated. In such case, Contractor shall not be entitled to receive any further payment until the Project has been finished. The City may take over and complete The Work by any method it may deem appropriate. Contractor and its surety shall be liable to the City for any excess

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costs or other damages incurred by the City to complete the Project. If the City takes over The Work, the City may, without liability for so doing, take possession of and utilize in completing The Work such materials, appliances, plant, and other property belonging to the Contractor as may be on the Project site.

Termination For Convenience: The City may terminate performance of The Work in whole or, in part, if the City determines that a termination is in the City's interest.

The Contractor shall terminate all or any part of The Work upon delivery to the Contractor of a Notice of Termination specifying that the termination is for the convenience of the City, the extent of termination, and the effective date of such termination.

After receipt of Notice of Termination, and except as directed by the City, the Contractor shall, regardless of any delay in determining or adjusting any amounts due under this Termination for Convenience clause, immediately proceed with the following obligations:

Stop Work as specified in the Notice.

Complete any Work specified in the Notice of Termination in a least cost/shortest time manner while still maintaining the quality called for under the Contract Documents.

Leave the property upon which the Contractor was working and upon which the facility (or facilities) forming the basis of the Contract Documents is situated in a safe and sanitary manner such that it does not pose any threat to the public health or safety.

Terminate all subcontracts to the extent that they relate to the portions of The Work terminated.

Place no further subcontracts or orders, except as necessary to complete the remaining portion of The Work.

Submit to the City, within ten (10) Days from the effective date of the Notice of Termination, all of the documentation called for by the Contract Documents to substantiate all costs incurred by the Contractor for labor, materials and equipment through the Effective Date of the Notice of Termination. Any documentation substantiating costs incurred by the Contractor solely as a result of the City's exercise of its right to terminate this Contract pursuant to this clause, which costs the Contractor is authorized under the Contract Documents to incur, shall: (i) be submitted to and received by the City no later than thirty (30) Days after the Effective Date of the Notice of Termination; (ii) describe the costs incurred with particularity; and (iii) be conspicuously identified as "Termination Costs Occasioned by the City's Termination for Convenience." These provisions are in addition to and not in limitation of any other rights or remedies available to the City.

Notwithstanding any other provision of this Article, when immediate action is necessary to protect life and safety or to reduce significant exposure or liability, the City may immediately order Contractor to cease Work on the Project until such safety or liability issues are addressed to the satisfaction of the City or the Contract is terminated.

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ARTICLE 55. WARRANTY AND GUARANTEE
Contractor warrants that all materials and equipment furnished under this Contract shall be new unless otherwise specified in the Contract Documents; and that all Work conforms to the Contract Document requirements and is free of any defect whether performed by the Contractor or any subcontractor or supplier.

Unless otherwise stated, all warranty periods shall begin upon the filing of the Notice of Completion. Unless otherwise stated, the warranty period shall be for one year.

The Contractor shall remedy at its expense any damage to City-owned or controlled real or personal property.

Contractor shall furnish the City with all warranty and guarantee documents prior to final Acceptance of the Project by the City.

The City shall notify the Contractor, in writing, within a reasonable time after the discovery of any failure, defect, or damage. The Contractor shall within ten (10) Days after being notified commence and perform with due diligence all necessary Work. If the Contractor fails to promptly remedy any defect, or damage; the county shall have the right to replace, repair, or otherwise remedy the defect, or damage at the Contractor’s expense.

In the event of any emergency constituting an immediate hazard to health, safety, property, or licensees, when caused by Work of the Contractor not in accordance with the Contract requirements, the City may undertake at Contractor’s expense, and without prior notice, all Work necessary to correct such condition.

With respect to all warranties, express or implied, from subcontractors, manufacturers, or suppliers for Work performed and Materials furnished under this Contract, the Contractor shall:

Obtain for City all warranties that would be given in normal commercial practice; Require all warranties to be executed, in writing, for the benefit of the City; and Enforce all warranties for the benefit of the City, unless otherwise directed in writing by the City.

This Article shall not limit the City’s rights under this Contract or with respect to latent defects, gross mistakes, or fraud. The City specifically reserves all rights related to defective work, including but not limited to the defect claims pursuant to California Code of Civil Procedure Section 337.15.

ARTICLE 56. DOCUMENT RETENTION & EXAMINATION
In accordance with Government Code Section 8546.7, records of both the City and the Contractor shall be subject to examination and audit by the State Auditor General for a period of three (3) years after final payment.

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Contractor shall make available to the City any of the Contractor’s other documents related to the Project immediately upon request of the City.

In addition to the State Auditor rights above, the City shall have the right to examine and audit all books, estimates, records, contracts, documents, bid documents, subcontracts, and other data of the Contractor (including computations and projections) related to negotiating, pricing, or performing the modification in order to evaluate the accuracy and completeness of the cost or pricing data at no additional cost to the City, for a period of four (4) years after final payment.

ARTICLE 57. SOILS INVESTIGATIONS
When a soils investigation report for the Project site is available, such report shall not be a part of the Contract Documents. Any information obtained from such report as to subsurface soil condition, or to elevations of existing grades or elevations of underlying rock, is approximate only and is not guaranteed. Contractor acknowledges that any soils investigation report (including any borings) was prepared for purposes of design only and Contractor is required to examine the site before submitting its bid and must make whatever tests it deems appropriate to determine the underground condition of the soil.

ARTICLE 58. SEPARATE CONTRACTS
The City reserves the right to let other contracts in connection with this Work or on the Project site. Contractor shall permit other contractors reasonable access and storage of their materials and execution of their work and shall properly connect and coordinate its Work with theirs.

To ensure proper execution of its subsequent Work, Contractor shall immediately inspect work already in place and shall at once report to the Engineer any problems with the work in place or discrepancies with the Contract Documents.

Contractor shall ascertain to its own satisfaction the scope of the Project and nature of any other contracts that have been or may be awarded by the City in prosecution of the Project to the end that Contractor may perform this Contract in the light of such other contracts, if any. Nothing herein contained shall be interpreted as granting to Contractor exclusive occupancy at site of the Project. Contractor shall not cause any unnecessary hindrance or delay to any other contractor working on the Project. If simultaneous execution of any contract for the Project is likely to cause interference with performance of some other contract or contracts, the Engineer shall decide which Contractor shall cease Work temporarily and which contractor shall continue or whether work can be coordinated so that contractors may proceed simultaneously. The City shall not be responsible for any damages suffered or for extra costs incurred by Contractor resulting directly or indirectly from award, performance, or attempted performance of any other contract or contracts on the Project site.

ARTICLE 59. NOTICE AND SERVICE THEREOF
All notices shall be in writing and either served by personal delivery or mailed to the other party as designated in the Bid Forms. Written notice to the Contractor shall be addressed to Contractor’s principal place of business unless Contractor designates another address in writing

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for service of notice. Notice to City shall be addressed to the City as designated in the Notice Inviting Bids unless City designates another address in writing for service of notice. Notice shall be effective upon receipt or five (5) Days after being sent by first class mail, whichever is earlier. Notice given by facsimile shall not be effective unless acknowledged in writing by the receiving party.

ARTICLE 60. NOTICE OF THIRD PARTY CLAIMS
Pursuant to Public Contract Code Section 9201, the City shall provide Contractor with timely notification of the receipt of any third-party claim relating to the Contract.

ARTICLE 61. STATE LICENSE BOARD NOTICE.

Contractors are required by law to be licensed and regulated by the Contractors’ State License Board which has jurisdiction to investigate complaints against contractors if a complaint regarding a patent act or omission is filed within four (4) years of the date of the alleged violation. A complaint regarding a latent act or omission pertaining to structural defects must be filed within ten (10) years of the date of the alleged violation. Any questions concerning a contractor may be referred to the Registrar, Contractors’ State License Board, P.O. Box 26000, Sacramento, California 95826.

ARTICLE 62. INTEGRATION
Oral Modifications Ineffective. No oral order, objection, direction, claim or notice by any party or person shall affect or modify any of the terms or obligations contained in the Contract Documents.

Contract Documents Represent Entire Contract. The Contract Documents represent the entire agreement of the City and Contractor.

ARTICLE 63. ASSIGNMENT
Contractor shall not assign, transfer, convey, sublet, or otherwise dispose of this Contract or any part thereof including any claims, without prior written consent of the City. Any assignment without the written consent of the City shall be void. Any assignment of money due or to become due under this Contract shall be subject to a prior lien for services rendered or Material supplied for performance of Work called for under the Contract Documents in favor of all persons, firms, or corporations rendering such services or supplying such Materials to the extent that claims are filed pursuant to the Civil Code, the Code of Civil Procedure or the Government Code.

ARTICLE 64. CHANGE IN NAME AND NATURE OF CONTRACTOR’S LEGAL ENTITY
Should a change be contemplated in the name or nature of the Contractor’s legal entity, the Contractor shall first notify the City in order that proper steps may be taken to have the change reflected on the Contract.

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ARTICLE 65. ASSIGNMENT OF ANTITRUST ACTIONS
Pursuant to Section 7103.5 of the Public Contract Code, in entering into a public works contract or subcontract to supply goods, services, or materials pursuant to a public works contract, Contractor or subcontractor offers and agrees to assign to the 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. Section 15) or under the Cartwright Act (chapter 2 (commencing with Section 16700) of part 2 of division 7 of the Business and Professions Code), arising from the purchase of goods, services, or materials pursuant to this Contract or any subcontract. This assignment shall be made and become effective at the time the City makes final payment to the Contractor, without further acknowledgment by the parties.

ARTICLE 66. PROHIBITED INTERESTS
No City official or representative who is authorized in such capacity and on behalf of the City to negotiate, supervise, make, accept, or approve, or to take part in negotiating, supervising, making, accepting or approving any engineering, inspection, construction or material supply contract or any subcontract in connection with construction of the project, shall be or become directly or indirectly interested financially in the Contract.

ARTICLE 67. LAWS AND REGULATIONS
Contractor shall give all notices and comply with all laws, ordinances, rules and regulations bearing on conduct of work as indicated and specified. If Contractor observes that drawings and specifications are at variance therewith, he shall promptly notify the Engineer in writing and any necessary changes shall be adjusted as provided for in this Contract for changes in work. If Contractor performs any work knowing it to be contrary to such laws, ordinances, rules and regulations, and without such notice to the Engineer, he shall bear all costs arising therefrom.

Contractor shall be responsible for familiarity with the Americans with Disabilities Act (“ADA”) (42 U.S.C. § 12101 et seq.). The Work will be performed in compliance with ADA regulations.

ARTICLE 68. PATENT FEES OR ROYALTIES.

The Contractor shall include in its bid amount the patent fees or royalties on any patented article or process furnished or used in the Work. Contractor shall assume all liability and responsibility arising from the use of any patented, or allegedly patented, materials, equipment, devices or processes used in or incorporated with The Work, and shall defend, indemnify and hold harmless the City, its officials, officers, agents, employees and representatives from and against any and all liabilities, demands, claims, damages, losses, costs and expenses, of whatsoever kind or nature, arising from such use.

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ARTICLE 69. OWNERSHIP OF DRAWING
All Contract Documents furnished by the City are City property. They are not to be used by Contractor or any subcontractor on other work nor shall Contractor claim any right to such documents. With exception of one complete set of Contract Documents, all documents shall be returned to the City on request at completion of The Work.

ARTICLE 70. NOTICE OF TAXABLE POSSESSORY INTEREST
In accordance with Revenue and Taxation Code Section 107.6, the Contract Documents may create a possessory interest subject to personal property taxation for which Contractor will be responsible.

ARTICLE 71 . PRESERVATION OF PROPERTY
Existing improvements or facilities and trees and shrubs that are not to be removed, shall be protected from injury or damage resulting from operations of the Contractor, and the Contractor shall be responsible for such damage. Only trees and shrubs specifically designated or marked for removal by the Engineer shall be removed.

The Contractor shall provide such dust control equipment and methods as may be required to protect adjacent property from annoyance or damage from dust caused by his operations.

Failure to control such dust shall be cause for the Engineer to stop the work until said dust is controlled, and the Contractor shall have no recourse to collect from the City for any loss of time or expense sustained by him due to such suspension of work.

ARTICLE 72. REMOVAL AND DISPOSAL OF MATERIAL
Material removed during clearing and grubbing, including any excess excavation, shall be removed from the site of the work and disposed of at a location acceptable to the Engineer.

Burning of materials on the site will not be permitted.

ARTICLE 73 . WATERING
All water used for compacting original ground, embankments, structure and trench backfill, subgrade, base and for laying dust caused by grading or traffic shall be included in the price bid for such items and separate payment will not be allowed for watering.

Earthwork and grading will be paid for at the unit or lump sum price listed in the Proposal, or, if no separate item is included, in the other items of work to which it relates.

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TECHNICAL SPECIFICATIONS

DESCRIPTION OF BID ITEMS

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All Bid Items shall be in accordance with the Standard Specifications for Public Works Construction, Latest Edition including supplements, the City of Bradbury Technical Specifications, and the Special Provisions and General Conditions of these specifications.

Bid Item No. 1 – Clearing & Grubbing, Mobilization and NPDES Requirements The work included in this item shall consist of all the work described in Subsection 300-1, “Clearing and Grubbing,” of the Standard Specifications for Public Works Construction, hereafter referred to as Standard Specifications. Mobilization shall comply with Section 7-3.4, “Mobilization” of the Standard Specifications and these Special Provisions.

This Bid Item shall include, but not be limited to securing of all bonds, permits and licenses, procurement and mobilization of all construction equipment, personnel, construction office, approved construction staging area, and preparation of existing ground within the project area.

Brush and other organic matter shall be removed from the area of the proposed improvements and from anywhere soils or construction materials will be stockpiled. This Bid Item is to include any and all work required to keep the public right-of-way, adjoining properties and downstream drainage improvements free of construction debris and silt.

No additional amounts shall be paid for erosion control, erosion damage cleanup, removal of debris from the project site, NPDES requirements (including the plan), or removal of soil deposited on public streets by construction traffic. A NPDES plan detailing storm water pollution prevention and implementation of Best Management Practices shall be submitted prior to commencement of construction for City approval.

Spillage resulting from hauling operations along or across any public traveled way shall be removed promptly.

Payment for this item shall be on a lump sum basis and no additional compensation will be made.

Bid Item No. 2 – Traffic Control
The Contractor shall be required to initiate and maintain project coordination with affected stakeholders, other contractors, residents, schools, police & fire departments, solid waste collection department, utility agencies, transportation agencies and businesses throughout the course of this project.

At least ten (10) working days prior to commencing work for each street segment, the Contractor shall submit to the Engineer his proposed schedule for his methods of traffic control. This submittal shall be made sufficiently in advance of any rerouting or diversion of traffic by the Contractor to allow for a review and approval of the Contractor’s proposed traffic control.

The Contractor shall provide notice to residents and businesses on affected streets. The notice shall be in the form of a letter prepared by the Contractor and approved by the City and

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distributed by the Contractor no later than seven (7) calendar days before the start of construction.

The Contractor shall provide and maintain all signs, barricades, pedestals, flashers, delineators and other necessary facilities for the protection of the motoring public within the limits of the construction area. All signs to be used on the job during hours of darkness shall be reflectorized.

All traffic control signs, barricades and delineators used on the project shall be in good condition and uniform throughout the project. Faded and damaged traffic control devices will not be acceptable. All signs, barricades and methods shall conform to the requirements of the current “California Manual on Uniform Traffic Control Devices” (CAMUTCD).

The Contractor shall provide a phased traffic control plan for the project. The traffic control plan shall be a scaled drawing showing existing topographic features and existing traffic control devices as well as proposed temporary traffic control. The traffic control plan shall be prepared by an engineer registered as a Civil or Traffic Engineer in the State of California. Said engineer shall sign and stamp the plan.

The Contractor shall supply and post signs at each entrance to the construction work locations to warn motorists of possible safety hazards. The signs shall be of sufficient size and shall be mounted in such a way to be readable by the motorists.

Traffic control plan shall include the location of the static project signs and shall also include the locations of the Changeable Message Sign (CMS) Boards, which shall be trailer mounted and conform to the latest requirements of the CA MUTCD. One (1) CMS Board will be required for each direction of traffic, for a total of two (2) CMS Boards being required for the project. The message displayed on the Board shall be consistent with the current construction activity taking place and shall be approved by the City Engineer or representative.

No material or equipment shall be stored where it will interfere with the safe passage of public traffic and at the end of each day’s work, the Contractor shall remove all equipment and other obstructions from that portion of the roadway used by public traffic.

Whenever the Contractor’s operations require one-way traffic or create a condition hazardous to the public traffic, he shall provide and station certified flagmen whose sole duties shall consist of directing the movement of traffic through and around the work site.

Contractor shall maintain two-way traffic at the end of each working day. All temporary traffic control signage (Lane Closed, Flagger Symbol, etc.) that pertains to one-way traffic shall be stored at the end of the working day.

It is anticipated that excavation of the existing hillside and construction of the retaining wall on Wild Rose Avenue may warrant a full closure of Wild Rose Avenue and/or Bradbury Road. The Contractor shall make every effort to reduce the number and duration of road closures. The Contractor is to identify, as part of their construction schedule, the anticipated dates of road closures as well as their duration, providing a start and end time and are subject to the discretionary approval by the Engineer. The Contractor is to also provide a detour plan as a part of their stamped Traffic Control Plan.

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Should the Contractor fail to provide and maintain these devices and services and the City is required to alleviate said conditions, the total charges for labor, equipment and materials, including overhead and transportation, accrued by the City for such work will be deducted from the contract payments to the Contractor.

Action on the part of the Engineer in directing the Contractor’s attention to inadequacy of the required devices and services or any action of the City to alleviate the Contractor’s inadequacies shall not relieve the Contractor from responsibility for public safety or abrogate the obligation to provide and maintain these devices and services.

Payment for this item shall be on a lump sum basis and no additional compensation will be made.

Bid Item No. 3 – Unclassified Excavation
The work included in this item shall consist of all the work described in Subsection 300-2, “Unclassified Excavation,” of the Standard Specifications for Public Works Construction, hereafter referred to as Standard Specifications.

Unclassified Excavation shall consist of all excavation, including roadways and shoulders, unless separately designated. Any unclassified needed for grading of this project shall be by Subsection 300-4 “Unclassified Fill” of the Standard Specifications using the material generated from the unclassified excavation. All surplus excavated material must be properly disposed of at an offsite location by the Contractor.

The measurement and payment for unclassified excavation and export shall be made at the contract unit price per cubic yard and shall include full compensation for furnishing all materials, labor, tools, equipment, transportation and incidentals required for unclassified excavation and export in accordance with the plans, these Special Provisions and the Standard Specifications and no additional compensation will be allowed thereof.

Bid Item No. 4 – Variable Grind Existing A.C. Pavement
This Bid Item shall include any and all material and work involved for cold milling existing asphalt pavement in accordance with Section 404, “Cold Milling” of the Standard Specifications.

The locations of the cold mill of asphalt concrete are noted on the Plans.

Cold milling machine shall be self-propelled and be specially designed and built for grinding flexible pavements. It shall plane without tearing or gouging the underlying surface and blade removals into windrows. The machine shall consist of a 72” minimum width-cutting drum with carbide tip teeth. Drum lacing patterns shall permit grooved or smooth surface finish as selected by the Engineer and the drum shall be totally enclosed in a shroud to prevent discharge of any loosened material into adjacent work areas. The machine shall be adjustable as to crown and depth by tilting the drum axis. A dust suppression system with 700-gallon minimum water

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storage tanks and two high-pressure spray bars with spiral nozzles shall be standard equipment.

The equipment shall be demonstrated to have been operating successfully on similar work completed prior to the award of this contract. The equipment shall meet or exceed all other applicable requirements for noise and air pollution.

Loosened material shall be removed so that no aggregate remains on the project, and on parkway and side streets, at the end of each workday.

In the event of inclement weather where rain has been forecasted within 24 hours, the Contractor will ensure that all loosened material has been removed from the street surface, parkway, and side streets and that no debris will be discharged with storm run-off into the storm drain system.

Loaders and trucks of approved sized, type and number suitable for hauling materials shall be provided.

The Contractor shall provide adequate protection to trees, curbs, gutters, and other adjoining structures to ensure against damage from milling operations.

The measurement and payment for variable grind existing A.C. Pavement shall be made at the contract unit price per square foot and shall include full compensation for furnishing all materials, labor, tools, equipment, transportation and incidentals required to grind the pavement in accordance with the plans, these Special Provisions and the Standard Specifications and no additional compensation will be allowed thereof.

Bid Item No. 5 – Adjust Existing Manhole to Finished Surface Bid Items shall include the adjustment of the existing manhole covers, valves, and monitoring wells to grade by the Contractor in accordance with Section 403, “Manhole Adjustment and Reconstruction” of the Standard Specifications for Public Works Construction.

Prior to the start of work, the Contractor shall locate and mark all utility manholes, valves, and monitoring wells.

The Contractor shall be responsible for or work in conjunction with the utility companies to lower/raise and/or readjust all other existing manholes and valves during paving operations to finished grade as shown on the plans and as directed by the Engineer. The finished grade of the manholes and valves and all associated paving around the manholes and valves shall be flush with the finished surface within a 3/8” tolerance. The contractor shall be required to adjust any manhole and valve found not in conformance with these requirements, as determined by the Engineer, at their sole expense.

The measurement and payment for adjusting manholes shall be made at the contract unit price per each and shall include full compensation for furnishing all materials, labor, tools, equipment, transportation and incidentals required to adjust manholes in accordance with the plans, these

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Special Provisions and the Standard Specifications and no additional compensation will be allowed thereof.

Bid Item No. 6 – Remove Existing A.C. Pavement and Subgrade Bid Item No. 7 – Remove Existing A.C. Berm
This Bid Item shall include all labor and materials required to remove and dispose of existing A.C. pavement, A.C. berm, aggregate base, native material, and tree roots to the required depth as shown on the plans.

AC pavement shall be sawcut full depth around the entire join perimeter. Removal of existing pavement sections shall be to the depth required for construction of the replacement roadway sections as shown on the plans and these specifications. All removed material becomes the property of the Contractor and shall be hauled and disposed of properly at a licensed disposal facility outside of the public right-of-way.

The Contractor shall scarify the exposed surface of the subgrade, remove or grind roots, grade and compact to 95% relative compaction.

The measurement and payment for A.C. removals shall be made at the contract unit price per each item as listed in the bid schedule and shall include full compensation for furnishing all materials, labor, tools, equipment, transportation and incidentals required to remove A.C. materials in accordance with the plans, these Special Provisions and the Standard Specifications and no additional compensation will be allowed thereof.

Bid Item No. 8 – Remove Existing P.C.C. Curb and Gutter Bid Item No. 9 – Remove Existing P.C.C. Cross Gutter
Bid Item No. 10 – Remove Existing Block Wall
The work included in these bid items shall consist of any and all work necessary to remove and dispose existing concrete and masonry improvements and restore work area in accordance with Subsection 401-3 “Concrete and Masonry Improvements” of the Standard Specifications for Public Works Construction
All removed material becomes the property of the Contractor and shall be hauled and disposed of properly at a licensed disposal facility outside the public right-of-way.

The measurement and payment for P.C.C. and/or masonry removals shall be made at the contract unit price per each item as listed in the bid schedule and shall include full compensation for furnishing all materials, labor, tools, equipment, transportation and incidentals required to remove P.C.C. and/or masonry materials in accordance with the plans, these Special Provisions and the Standard Specifications and no additional compensation will be allowed thereof.

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Bid Item No. 11 – Remove Existing Chain Link Fence
Bid Item No. 12 – Remove and Salvage Existing Chain Link Fence Bid Item No. 13 – Remove Existing Corral Fence
Bid Item No. 17 – Remove and Salvage Existing Power Operated Swing Gate System Bid Item No. 18 – Remove and Salvage Existing Keypad
These Bid Items shall include all labor and materials required for the removal/salvage, hauling off and disposal of existing fences, gates, and other miscellaneous items at selected locations as shown on plans.

All removed material, with the exception of those bid items which specify salvaging, becomes the property of the Contractor and shall be hauled and disposed of properly at a licensed disposal facility outside of the roadside right of way.

All of the chain link fence fronting 28 Dovetail Lane shall be carefully removed and all posts and fence fabric shall be preserved. Any material removed that is unsuitable for reinstalment shall be disposed of and replaced at the expense of the Contractor.

The existing gate system that serves 302 Bradbury Road shall be removed and salvaged. Any items that cannot be salvaged, shall be disposed of at the responsibility of the Contractor.

The Contractor shall be responsible for maintaining a secure perimeter at the affected properties whose fencing will be removed. In no circumstances shall the adjacent properties have exposure to their properties left overnight. Removal and installation of fencing shall be scheduled in a manner that they occur during the same working day. Should the Contractor anticipate the two activities occurring over the course of multiple days, the Contractor is responsible for supplying and installing temporary fencing at no expense to the residents or the City.

The measurement and payment for fences, gates and other miscellaneous removals shall be made at the contract unit price per each item as listed in the bid schedule and shall include full compensation for furnishing all materials, labor, tools, equipment, transportation and incidentals required to remove fences, gates and other miscellaneous items in accordance with the plans, these Special Provisions and the Standard Specifications and no additional compensation will be allowed thereof.

Bid Item No. 14 – Remove Existing Tree
Bid Item No. 15 – Remove Existing Tree Stump
Bid Item No. 16 – Remove Existing Hedge
The work included in these items shall consist of removing trees as described in Subsection 300- 1, “Clearing and Grubbing,” of the Standard Specifications for Public Works Construction, hereafter referred to as Standard Specifications.

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This Bid Item shall include, but not be limited to, tree and root removals, stump grinding, hedge removals, grading, hauling, disposal and any other similar incidental or appurtenant operations that may be required and not otherwise identified in other bid items.

The diameter of the tree shall be measured at chest height. Removal of trees less than 6” in diameter is included in other bid items. Trees, roots, brush and any other organic matter shall be removed from the immediate area and shall become the property of the Contractor.

The Contractor shall coordinate with City staff to meet and mark trees to be removed prior to clearing and grubbing. This Bid Item includes any and all work required to keep the public right-of-way and adjoining properties free of tree related debris.

The Contractor shall coordinate with the retained TRAQ certified Arborist when dealing with any Native Oak Trees. The Contractor shall supply the Engineer and Arborist with a list of proposed oak trees to be impacted by construction activities. The Contractor shall work with the Arborist to minimize the impact to the existing Oak trees and provide strengthening of the structural system of potentially impacted trees when instructed.

Contractor shall also be responsible for protection of private property, utilities and improvements while removing trees in the public right-of-way.

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The measurement and payment for tree, tree stump and hedge removals shall be made at the contract unit price per each item as listed in the bid schedule and shall include full compensation for furnishing all materials, labor, tools, equipment, transportation and incidentals required to remove tree, tree stumps and hedges in accordance with the plans, these Special Provisions and the Standard Specifications and no additional compensation will be allowed thereof.

Bid Item No. 19 – Relocate Existing Water Meter and Box The work included in this bid item shall consist of removing and relocating existing water meter as described in Subsection 400-2 “Relocation” of the Standard Specifications for Public Works Construction, hereafter referred to as Standard Specifications.

All existing Water Meters will be salvaged and re-used. Service laterals and reconnection of house pipes will be furnished and installed by the Contractor.

Reconnection of house pipe shall be with like material. Reconnected copper pipe shall have soldered connections. Reconnected galvanized pipe shall include dielectric union at the brass nipple connection, downstream of the box.

All supporting system improvement shall be completed per the plans, these specifications and the City of Bradbury Standard Specifications and Drawings. All City water system improvement will be inspected and approved by the City inspectors prior to acceptance of the improvement by the City. The City will not accept work for any new, replacement of relocation work as being complete until the improvements have been accepted in writing by the City.

Compliance with these requirements does not waive requirements of other governing public bodies or agencies. Requirements of all other governing public bodies are to be closely adhered to, including all safety orders, encroachment permits, and other federal, state, county and local laws and ordinances.

The measurement and payment for water meter relocation shall be made at the contract unit price per each and shall include full compensation for furnishing all materials, labor, tools, equipment, transportation and incidentals required to relocate water meters in accordance with the plans, these Special Provisions and the Standard Specifications and no additional compensation will be allowed thereof.

Bid Item No. 20 – Relocate Flood Lights onto New Fence
Bid Item No. 21 – Relocate Mailbox
Work shall consist of relocating mailboxes and other miscellaneous items in accordance with the requirements of section 78-21 “Resetting and Relocating Mailboxes” of the Caltrans Standard Specifications and the special provisions.

Unless agreed to by the property owner, delivery by the USPS shall not be interrupted.

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Relocation of Flood lights shall also include the reroute of any existing underground conduits and wires to the new location.

The measurement and payment for mailbox and other miscellaneous item relocations shall be made at the contract unit price per each and shall include full compensation for furnishing all materials, labor, tools, equipment, transportation and incidentals required to relocate mailboxes and other miscellaneous items in accordance with the plans, these Special Provisions and the Standard Specifications and no additional compensation will be allowed thereof.

Bid Item No. 22 – Re-Install Chain Link Fence
Bid Item No. 23 – Re-Install Swing Gate System, Includes Extension of Underground Conduit and Wiring
These Bid Items shall include all labor and materials required for the re-installing of chain link fences and swing gate system.

Any components that were not salvageable at time of the initial removal (i.e. footings, damaged materials, etc.) shall be supplied by the Contractor to return any re-installed items to their original functionality.

Any coordination needed to be done with the gate system manufacturer for the reinstallation of the system shall be the responsibility of the Contractor.

The measurement and payment for chain link fence and swing gate system re-installation shall be made at the contract unit price per each item as listed in the bid schedule and shall include full compensation for furnishing all materials, labor, tools, equipment, transportation and incidentals required to reinstall fencing and gate systems in accordance with the plans, these Special Provisions and the Standard Specifications and no additional compensation will be allowed thereof.

Bid Item No. 24 – Construct 6” P.C.C. Curb per SPPWC Std. Plan No. 120-3, Type A1-6 Bid Item No. 25 – Construct 6” P.C.C. Curb and Gutter per SPPWC Std. Plan No. 120-3, Type A1-6
Bid Item No. 26 – Construct P.C.C. Sidewalk per SPPWC Std. Plan No. 112-2 & 113-2 Bid Item No. 27 – Construct P.C.C. Cross Gutter per SPPWC Std. Plan No. 123-3 to Match Existing
Bid Item No. 28 – Construct P.C.C. Driveway Approach per SPPWC Std. Plan No. 110-2, Type B
Bid Item No. 29 – Construct Curb & Gutter Transition
The work included in these Bid Item shall consist of any and all work necessary to construct curb, gutter, sidewalk and driveway in accordance with Section 303-5, “Concrete Curbs, Walks, Gutters, Cross Gutters, Alley Intersections, Access Ramps, Driveways, and Local Depression” of the Standard Specifications, and Section 201-4, “Concrete Curing Materials” of the Standard

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Specifications. Standard Plans for Public Works Construction No. 110-2, 112-2, 113-2, 120-3 & 123-3.

Subgrade shall be prepared in accordance with Section 301-1, “Subgrade Preparation, Treated Materials, and Placement of Base Materials”, of the Standard Specifications. The completed subgrade shall be inspected for grade and cross-section by means of a template extending the full depth of the section and supported between the side forms. Remove soft or spongy subgrade material to a depth of 6 inches below the subgrade elevation for curbs, gutter depressions, driveways and pavement. The subgrade and forms shall be thoroughly watered in advance of placing concrete.

Excavation necessary for this construction shall be included in this bid item and no additional compensation will be made therefore. Concrete for the construction shall be Portland Cement Concrete Class 520-C-2500 unless otherwise noted on the Standard Plan.

Curing Compound shall be Type 1 conforming to the provisions in Subsections 201-4, “Concrete Curing Materials” of the Standard Specifications.

The locations and areas of the P.C.C. improvements are shown on the plans. Outside the traveled way, areas to receive concrete shall be compacted to a relative density of not less than 90 percent.

Construction of all work in conjunction with these specifications shall conform to the Standard Specifications. Brush and other organic matter shall be removed from the area of the proposed improvements and from any area where soils or construction materials will be stockpiled shall also be included.

All existing bituminous pavement and existing concrete being joined shall be cut in a clean straight line along the join line by use of concrete cutting saws. Compensation for this requirement shall be considered as included in this bid item, and no additional compensation will be made therefore.

If the edge of any existing concrete to be joined with new work is damaged by the Contractor’s operations, the existing concrete shall be again sawcut parallel to the original cut and such additional portion replaced at the Contractor’s expense.

If the existing P.C.C. improvements have built up A.C. pavement, the contractor shall remove said A.C. pavement so as to eliminate any elevation differential between surfaces.

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The measurement and payment for construction of P.C.C. improvements shall be made at the contract unit price per each item as listed in the bid schedule and shall include full compensation for furnishing all materials, labor, tools, equipment, transportation and incidentals required to construct the P.C.C. improvements in accordance with the plans, these Special Provisions and the Standard Specifications and no additional compensation will be allowed thereof.

Bid Item No. 30 – Construct 4” Crushed Miscellaneous Base Bid Item No. 31 – Construct 2.5” B-PG 64-10 A.C. Pavement Bid Item No. 32 – Construct 1.5” C2-PG 64-10 A.C. Pavement Bid Item No. 33 – Construct 4” A.C. Driveway
This bid item shall include all labor and materials required to construct 4” A.C. pavement over 4” crushed miscellaneous base roadway and 4” A.C. driveway and no additional compensation will be allowed thereof..

Removals and disposal of materials shall conform to Section 300-2, “Unclassified Excavation”, and with Section 401, “Removal” of the Standard Specifications and these Special Provisions.

Subsection 301-1.3, “Relative Compaction” of the Standard Specifications is amended by the following: Prior to constructing the A.C. Pavement Section, the contractor shall compact the top 6” of existing subgrade to a relative compaction of 95%.

Compacted soil backfill shall be completed in one lift and shall be mechanically compacted by means of tamping, sheepsfoot, pneumatic tire, vibrating rollers, or other mechanical tampers as approved by the Engineer.

All asphalt concrete pavement shall conform to Subsection 203-6, “Asphalt Concrete” of the Standard Specifications and all asphalt concrete pavement shall be constructed in accordance with Subsection 302-5, “Asphalt Concrete Pavement” of the Standard Specifications as modified herein.

The Contractor shall furnish to the City reports from the supplier certifying that the asphalt pavement materials and proportions comply with the designated classifications for asphalt concrete pavement as required herein, or as directed by the Engineer.

The Contractor shall compact each lift by steel wheel, rollers, vibratory plates, or rammers. The minimum final compaction shall be 95 percent of the density obtained in accordance with the methods specified in Section 302-5.6.2, “Density and Smoothness” of the Standard Specifications.

Three-inch and greater thickness pavement shall be laid in two courses. The asphalt concrete pavement shall conform to the following specifications:

2.5” A.C. Base Course B-PG 64-10

1.5” A.C. Overlay C2-PG 64-10
4” A.C. Driveway C2-PG 64-10

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Prime Coat will not be required on this project. Tack Coat shall be required and uniformly applied to existing hard-surfaced pavement including the vertical portions of all A.C. and P.C.C. surfaces to be joined.

Subsection 302-5.4, “Tack Coat”:

Tack coat material shall be Grade SS-1h emulsified asphalt. Tack coat shall be applied at a rate of 0.05 gallons per square yard.

Subsection 302-5.6, “Rolling”: The following is hereby added to the first paragraph:

Rolling along a joint shall be such that the widest part of the roller is on the hot side of the joint.

Subsection 302-5.7, “Joints”: The following is hereby added to the first paragraph:

Joint lines between successive runs shall be on lane lines.

Subsection 302-5.5, “Distribution and Spreading” of the Standard Specifications is supplemented and amended by the following:

Unless approved by the City Engineer, the Contractor will not be allowed to deposit the A.C. material from bottom dump trucks into a windrow then pick up said material and convey it into the paving machine by an elevating device. All areas shall be paved by depositing the A.C. material from delivery trucks directly into the paving machine hopper.

In addition to the requirements in Subsection 302-5.5, “Distribution and Spreading” of the Standard Specifications, asphalt concrete shall be placed with spreading equipment equipped with fully automated screed and grade sensing controls, which shall control the longitudinal grade of the screed.

All crushed aggregate base shall conform to Subsection 200-2.4, “Crushed Miscellaneous Base” of the Standard Specifications and Section 301-2, “Untreated Base” of the Standard Specifications.

The Contractor shall furnish to the City reports from the supplier certifying that the crushed aggregate materials and proportions conform to the designated classifications for asphalt concrete pavement as required herein, or as directed by the Engineer.

The measurement and payment for crushed miscellaneous construction, complete in place, will be made at the contract unit price per cubic yard.

The measurement and payment to construct A.C. Pavement Improvements will be made at the contract unit price per each item as listed in the bid schedule and shall include full compensation for furnishing all materials, labor, tools, equipment, transportation and incidentals required to construct the pavement in accordance with the plans, these Special Provisions and the Standard Specifications and no additional compensation will be allowed thereof.

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Bid Item No. 34 – Construct Retaining Wall per SPPWC Std. Plan 613-4, Load Case IV Bid Item No. 35 – Construct Retaining Wall Footing
Bid Item No. 36 – Construct Retaining Wall Gutter
Bid Item No. 37 – Construct Retaining Wall Drain with Pipe Dome [THIS SECTION TO BE COMPLETED ONCED RETAINING WALL TYPE IS SELECTED] Bid Item No. 38 – Construct Corral Fencing, Match Existing In-Kind Bid Item No. 39 – Construct 6’ High Chain Link Fence with Barbed Wire to Match Existing
Bid Item No. 40 – Install Privacy Mesh Wind Screen Net on Chain Link Fence These bid items shall include all labor and materials needed to furnish and construct Corral Fencing, 6’ High Chain Link Fence with Barbed Wire and Privacy Mesh Wind Screen Net and no additional compensation will be allowed thereof.

The fencing components of these bid items shall be constructed to match-in-kind of the fencing that it will be replacing. Any deviations from the original configuration is not allowed unless written authorization from City and affected resident.

The Chain Link Fencing fronting 302 Bradbury Road will also require the installation of a green privacy mesh wind screen as a part of it’s installation. Color and type of screen net shall be approved by the City prior to procurement of the materials.

The measurement and payment to construct fencing and screen nets will be made at the contract unit price per each item as listed in the bid schedule and shall include full compensation for furnishing all materials, labor, tools, equipment, transportation and incidentals required to construct fencing in accordance with the plans, these Special Provisions and the Standard Specifications and no additional compensation will be allowed thereof.

Bid Item No. 41 – Furnish and Plant 15 Gallon Hedge
Bid Item No. 42 - Furnish and Plant 24” Box Avocado Tree Bid Item No. 43 – Furnish 24” Box Oak Trees
Bid Item No. 44 - Plant Oak Trees
These bid items shall include all labor and materials needed to furnish and install hedges and various type of trees and no additional compensation will be allowed thereof.

The species of hedge to be planted is Ficus Nitida. They are to be spaced at 3’ intervals from their base along the private side of the proposed chain link fence of 302 Bradbury Road.

The Avocado Trees shall match the existing species that are being removed on the property of 302 Bradbury Road. The location of the new tress will be at the discretion of the property owner.

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The final number of Coast Live Oak trees to be furnished will be determined by the number of Oak trees that were impacted and removed as a part of this project. Final location of the furnished Oak trees to be determined by City Staff.

The measurement and payment to furnish and install trees and landscaping will be made at the contract unit price per each item as listed in the bid schedule and shall include full compensation for furnishing all materials, labor, tools, equipment, transportation and incidentals required to plant all trees and hedges in accordance with the plans, these Special Provisions and the Standard Specifications and no additional compensation will be allowed thereof.

Bid Item No. 45 – Signing & Striping
Striping shall include all work required to reinstall thermoplastic pavement striping, markings, legends and curb paint to their original location and type, including raised and reflective pavement markers. Thermoplastic pavement markings and traffic striping shall conform to the provisions of Section 214-5, “Thermoplastic Material For Traffic Striping and Markings” and be placed in accordance with Section 310-5.6, “Painting Traffic Striping, Pavement Markings, and Curb Markings” Section 314-4.4, “Traffic Striping, Curb and Pavement Markings, and Pavement Markers” of the Standard Specifications, latest edition.

The bidder shall perform a site review prior to submitting a bid.

The contractor is required to identify the type, length and location of all striping, markings, legends and curb paint prior to removal.

All striping and pavement markings work shall be in accordance with the latest edition of the State of California Department of Transportation Standard Plans and the CAMUTCD unless noted otherwise on the plans or contained in these specifications.

All striping shall be “cat-tracked” by the CONTRACTOR and approved by the Engineer prior to placement of permanent striping.

All existing fire hydrants including “pop-off” and recycled-water hydrants are considered to have an identifying blue reflectorized marker in the proper location in the street, and said marker will be replaced by the CONTRACTOR as required by the City or by the Fire Department. There shall be no separate payment for this work. Blue markers should be model KT-201-2 B/B/B ABS pavement marker or similar.

All reflective and non-reflective pavement markers shall conform to the provisions of Section 214-6, “Pavement Markers” and be removed and placed in accordance with Section 314-3, “Removal of Pavement Markers” and Section 314-4, “Application of Traffic Striping and Curb and Pavement Markings” of the Standard Specifications.

Payment for pavement striping and markers shall conform to the provisions of Section 314-4.4.5 “Measurement” and Section 314-4.4.6 “Payment” of the Standard Specifications. All the

TECHNICAL SPECIFICATIONS
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requirements stated above shall be included in the unit price bids and no additional compensation shall be made thereof.

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PLANS AND DRAWINGS

Bradbury City CouncilDecember 13, 2022

Bradbury City Council
December 13, 2022