Cities Index.
Agenda packet

Newman City Council
October 25, 2022

Document
Agenda packet
Meeting
October 25, 2022
Body
Newman City Council
Pages
81,184
Original file
22.7 MB
Text extracted from the city's file for reading and search. Open the original on cityofnewman.gov. That file is the official record.

The City Council of the City of Newman hereby declares that should any section, paragraph, sentence or word of this chapter or of the Codes hereby adopted be declared for any reason to be invalid or unconstitutional, it is the intent of the City Council of the City of Newman that it would have passed all other portions of the ordinance codified in this chapter independently of the elimination herefrom of any such portion as may be declared invalid or unconstitutional. (Ord. 2019-5 § 1 (Att. A), 10-8-2019; Ord. 2016-4 § 1 (Att. A), 10-11-2016; Ord. 2013-3 § 1 (Att.

A), 11-12-2013; Ord. 2010-7 § 1 (Att. A), 10-12-2010)

4.21.060 Board of Appeals.

Section 113 of the California Building Code, Part 2 is hereby added to read as follows:

Section 113 .4 Board of Appeals.

The City Council is hereby designated as a Board of Appeals to make correct determination of any appeal arising from actions of the Administrative Authority. Any person dissatisfied with any decision of the building official may appeal in writing to the City Council of the City of Newman, which statement shall specify the ground of such dissatisfaction and shall set forth the address of appellant to which notice may be sent by mail. At the next regular meeting after filing of such appeal, the City Council shall set the same for hearing for a time not later than the next regular meeting of the Council and shall notify the appellant by mail of the time and place of such hearing, and such hearing may take such evidence as it shall deem proper, and shall render all decisions and findings in writing to the building official with a duplicate copy to the appellant. The appellant shall cause to be made at his own expense any tests or research required by Council to substantiate his claims. The decision of the City Council on such appeal shall be final.
(Ord. 2019-5 § 1 (Att. A), 10-8-2019; Ord. 2016-4 § 1 (Att. A), 10-11-2016; Ord. 2013-3 § 1 (Att. A), 11-12-2013; Ord. 2010-7 § 1 (Att. A), 10-12-2010) Newman City Code
Chapter 4.22 SAFETY ASSESSMENT PLACARDS
Sections:

4.22.010

4.22.020

4.22.030

4.22.040

4.22.010
Chapter 4.22

SAFETY ASSESSMENT PLACARDS
Intent.

Application of provisions.

Definitions.

Placards.

Intent.

Page 70 ends

This chapter establishes standard placards to be used to indicate the condition of a structure for continued occupancy. This chapter further authorizes the Building Official and his or her authorized representatives to post the appropriate placard at each entry point to a building or structure upon completion of a safety assessment. (Ord. 2019-5 § 1 (Att. A), 10-8-2019; Ord. 2016-4 § 1 (Att. A), 10-11-2016; Ord. 2013-3 § 1 (Att. A), 11-12-2013; Ord. 2010-7 § 1 (Att. A), 10-12-2010)

4.22.020 Application of provisions.

The provisions of this chapter are applicable to all buildings and structures of all occupancies regulated by the City ofNewman. The City Council may extend the provisions as necessary. (Ord. 2019-5 § 1 (Att. A), 10-8-2019; Ord. 2016-4 § 1 (Att. A), 10-11-2016; Ord. 2013-3 § 1 (Att. A), 11-12-2013; Ord. 2010-7 § 1 (Att. A), 10-12-2010)

4.22.030 Definitions.
"Safety assessment" is a visual, nondestructive examination of a building or structure for the purpose of determining the condition for continued occupancy. (Ord. 2019-5 § 1 (Att. A), 10-8-2019; Ord. 2016-4 § 1 (Att. A), 10-11-2016; Ord. 2013-3 § 1 (Att. A), 11-12-2013; Ord. 2010-7 § 1 (Att. A), 10-12-2010)

4.22.040 Placards.

A. The following are verbal descriptions of the official jurisdiction placards to be used to designate the condition for continued occupancy of buildings or structures. Copies of actual placards are attached.

1. "INSPECTED - Lawful Occupancy Permitted" is to be posted on any building or structure wherein no apparent structural hazard has been found. This placard is not intended to mean that there is no damage to the building or structure.

2. "RESTRICTED USE" is to be posted on each building or structure that has been damaged wherein the damage has resulted in some form ofrestriction to the continued occupancy. The individual who posts this placard will note in general terms the type of damage encountered and will clearly and concisely note the restrictions on continued occupancy.

3. "UNSAFE - Do Not Enter or Occupy" is to be posted on each building or structure that has been damaged such that continued occupancy poses a threat to life safety. Buildings or structures posted with this placard shall not be entered under any circumstance except as authorized in writing by the Building Official, or his or her authorized representative. Safety assessment teams shall be authorized to enter these buildings at any time. This placard is not to be used or considered as a demolition order. The individual who posts this placard will note in general terms the type of damage encountered.

B. This ordinance number, the name of the jurisdiction and its address and phone number shall be permanently affixed to each placard.

C. Once it has been attached to a building or structure, a placard is not to be removed, altered or covered until done so by an authorized representative of the Building Official. It shall be unlawful for any person, firm or corporation to alter, remove, cover or deface a placard unless authorized pursuant to this section.

Newman City Code
Chapter 4.22 SAFETY ASSESSMENT PLACARDS

INSPECTED

LAWFUL OCCUPANCY PERMITTED
This structure has been inspected (as indicated below) and no apparent structural hazard has been found.

Page 71 ends

[ ] Inspected Exterior Only (Caution: Aftershocks since inspection may increase damage and risk)
[ ] Inspected Exterior and Interior This facility was inspected under emergency Report any unsafe condition to local authorities;
re-inspection may be required.
conditions by:
(1
~ ~
~ ~
~ :

Inspector comments:

Facility Name and Address:
~
1aaa
City of Newman, California
938 Fresno Street, (209) 243-2353
Inspector ID/ Agency:

Do Not Remove, Alter or Cover this Placard
until Authorized by the Building Official
(Municipal Code Title 4, Chapter 4.22)
(Printed on GREEN colored paper)
Newman City Code Page 72/84
Chapter 4.22 SAFETY ASSESSMENT PLACARDS

RESTRICTED USE
Caution: This structure has been inspected and
found to be damaged as described below:

Entry, occupancy and lawful use are restricted as
Indicated below:

Facility Name and Address:
(Caution: Aftershocks since inspection may
increase damage and risk)
This facility was inspected under emergency
conditions by:

City of Newman, California
938 Fresno Street, (209) 243-2353
Inspector ID/ Agency:

Do Not Remove, Alter or Cover this Placard
until Authorized by the Building Official
(Municipal Code Title 4, Chapter4.22)
(Printed on YELLOW colored paper)
Newman City Code Page 73/84
Chapter 4.22 SAFETY ASSESSMENT PLACARDS
UNSAFE

DO NOT ENTER OR OCCUPY
(THIS PLACARD IS NOT A DEMOLITION ORDER)
This structure has been inspected, found to be
seriously damaged and is unsafe to occupy, as
described below:

Do not enter, except as specifically authorized
in writing by jurisdiction. Entry may result in
death or injury.

Facility Name and Address:
(Caution: Aftershocks since inspection may
increase damage and risk)
This facility was inspected under emergency
conditions by:

City of Newman, California
938 Fresno Street, (209) 243-2353
Inspector ID/ Agency:

Do Not Remove, Alter or Cover this Placard
until Authorized by the Building Official
(Municipal Code Title 4, Chapter 4.22)
(Printed on RED colored paper)
(Ord. 2019-5 § 1 (Att. A), 10-8-2019; Ord. 2016-4 § 1 (Att. A), 10-11-2016; Ord. 2013-3 § 1 (Att. A), 11-12-2013; Ord. 2010-7 § 1 (Att. A), 10-12-2010) Newman City Code
Chapter 4.23 SMALL RESIDENTIAL ROOFTOP

SOLAR PERMITTING PROCEDURES
Chapter 4.23

SMALL RESIDENTIAL ROOFTOP SOLAR PERMITTING PROCEDURES
Sections:

4.23.010

4.23.020

4.23.030

4.23.040
Purpose.

Definitions.

Permitting process.

Inspection process.

4.23.010 Purpose.

Page 74 ends

Section 65850.5 of the California Government Code provides that, on or before September 30, 2015, every city, county, or city and county shall adopt an ordinance that creates an expedited, streamlined permitting process for small residential rooftop solar energy systems. (Ord. 2019-5 § 1 (Att. A), 10-8-2019; Ord. 2016-4 § 1 (Att. A), 10- 11-2016; Ord. 2015-4 § 1 (Att. A), 8-11-2015)

4.23.020 Definitions.
"Electronic submittal" means the utilization of one or more of the following:

1. Email;

2. The internet;

3. Facsimile.
"Small residential rooftop solar energy system" means all of the following:

1. A solar energy system that is no larger than 10 kilowatts alternating current nameplate rating or 30 kilowatts thermal.

2. A solar energy system that conforms to all applicable State fire, structural, electrical, and other building codes as adopted or amended by the City and paragraph (iii) of subdivision (c) of Section 714 of the Civil Code, as such section or subdivision may be amended, renumbered, or redesignated from time to time.

3. A solar energy system that is installed on a single- or duplex-family dwelling.

4. A solar panel or module array that does not exceed the maximum legal building height as defined by the authority having jurisdiction.
"Solar energy system" has the same meaning set forth in paragraphs (1) and (2) of subdivision (a) of Section 801.5 of the Civil Code, as such section or subdivision may be amended, renumbered, or redesignated from time to time. (Ord. 2019-5 § 1 (Att. A), 10-8-2019; Ord. 2016-4 § 1 (Att. A), 10-11-2016; Ord. 2015-4 § 1 (Att. A), 8-11-2015)

4.23.030 Permitting process.

The expedited, streamlined permitting process for small residential rooftop solar energy systems shall comply with the applicable requirements contained in this title, Building Regulations, and all of the following:

A. The Department shall develop a checklist of all requirements with which small rooftop solar energy systems shall comply to be eligible for expedited review.

B. The checklist and required permitting documentation shall be published on a publicly accessible internet website.

C. As allowed by available resources, the Department shall allow for electronic submittal of a permit application and associated documentation and shall allow electronic signature in lieu of a wet signature.

Newman City Code
Chapter 4.23 SMALL RESIDENTIAL ROOFTOP

SOLAR PERMITTING PROCEDURES

Page 75 ends

D. Upon confirmation by the Department that the application and supporting documentation are complete and meet all requirements of the California Building Standards Code, the Department shall approve the application and issue all required permits. (Ord. 2019-5 § 1 (Att. A), 10-8-2019; Ord. 2016-4 § 1 (Att. A), 10-11-2016; Ord. 2015-4 § 1 (Att. A), 8-11-2015)

4.23.040 Inspection process.

Small residential rooftop solar energy systems eligible for expedited, streamlined permitting process shall only require one inspection, unless the installation is found to be out of compliance with the California Building Standards Code or a separate fire safety inspection is required. Inspection requests shall be made in compliance with this title, Building Regulations. (Ord. 2019-5 § 1 (Att. A), 10-8-2019; Ord. 2016-4 § 1 (Att. A), 10-11-2016; Ord. 2015-4 § 1 (Att. A), 8-11-2015)
Newman City Code
Chapter 4.24 ELECTRIC VEHICLE CHARGING

STATION PERMITTING PROCEDURES
Chapter 4.24

ELECTRIC VEHICLE CHARGING STATION PERMITTING PROCEDURES Sections:

4.24.010

4.24.020

4.24.030

4.24.040

4.24.050

4.24.060

4.24.070
Purpose.

Definitions.

Checklist.

Expedited building permit process for electric vehicle charging stations.

Electronic submission.

Installation.

Technical review.

4.24.010 Purpose.

Page 76 ends

The City seeks to encourage the use of fuel-efficient electric vehicles by streamlining the process for obtaining a building permit for electric car charging stations. Section 65850.7 of the California Government Code provides that, on or before September 30, 2017, every city, county, or city and county, with a population less than 200,000, shall adopt an ordinance creating an expedited, streamlined permitting process for electric vehicle charging stations. (Ord. 2019-5 § 1 (Att. A), 10-8-2019; Ord. 2017-4 § 1, 9-26-2017)

4.24.020 Definitions.
"CEC" means California Code of Regulations, Title 24, Part 3, also known as the California Electrical Code. "Electric vehicle charging station" or "charging station" means any level of electric vehicle supply equipment station that is designed and built in compliance with Article 625 of the CEC, and delivers electricity from a source outside an electric vehicle into a plug-in electric vehicle. "Electronic submittal" means the utilization of one or more of the following: email; the internet; facsimile. "Specific, adverse impact" means a significant, quantifiable, direct, and unavoidable impact, based on objective, identified, and written public health or safety standards, policies, or conditions, as they existed on the date the application was deemed complete. (Ord. 2019-5 § 1 (Att. A), 10-8-2019; Ord. 2017-4 § 1, 9-26-2017)

4.24.030 Checklist.

A. The City Building Official shall adopt a checklist of all requirements for an expedited building permit application for electric vehicle charging stations. The checklist shall substantially conform to the checklist and standard plans contained in the most current version of the "Plug-In Electric Vehicle Infrastructure Permitting Checklist" of the "Zero-Emission Vehicles in California: Community Readiness Guidebook" published by the Governor's Office of Planning and Research.

B. The checklist, application form, and any other documents required by the City Building Official shall be published on the City's website. (Ord. 2019-5 § 1 (Att. A), 10-8-2019; Ord. 2017-4 § 1, 9-26-2017)

4.24.040 Expedited building permit process for electric vehicle charging stations.

A. Prior to submitting an application for processing, the applicant shall verify that the installation of an electric vehicle charging station will not have a specific, adverse impact to public health and safety, and building occupants.

Verification by the applicant includes, but is not limited to: electrical system capacity and loads; electrical system wiring, bonding, and overcurrent protection; building infrastructure affected by charging station equipment and associated conduits; areas of charging station equipment; and vehicle parking.

B. A permit application that satisfies the information requirements in the City's adopted checklist shall be deemed complete and be promptly processed. Upon confirmation by the City Building Official that the permit application and supporting documents meet the requirements of the City-adopted checklist, and are consistent with all applicable laws, and health and safety standards, the City Building Official shall approve the application and issue Newman City Code
Chapter 4.24 ELECTRIC VEHICLE CHARGING

STATION PERMITTING PROCEDURES

Page 77 ends

all necessary permits. Such approval does not authorize an applicant to energize or utilize the electric vehicle charging station until approval is granted by the City.

C. If the application for an expedited building permit is incomplete, the City Building Official shall provide a written correction notice of the deficiencies and the additional information required to be eligible for expedited building permit issuance.

D. The City Building Official shall not condition the approval for any electric vehicle charging station permit on the approval by an association, as that term is defined by California Civil Code Section 4080. (Ord. 2019-5 § 1 (Att. A), 10-8-2019; Ord. 2017-4 § 1, 9-26-2017)

4.24.050 Electronic submission.

The City Building Official shall allow for electronic submittal of permit applications covered by this chapter and associated supporting documentation. In accepting permit applications, the City Building Official shall also accept electronic signatures on all forms, applications, and other documentation in lieu of a wet signature by any applicant. (Ord. 2019-5 § 1 (Att. A), 10-8-2019; Ord. 2017-4 § 1, 9-26-2017)

4.24.060 Installation.

A. Electric vehicle charging station equipment shall meet the requirements of the CEC, the Society of Automotive Engineers, the National Electrical Manufacturers Association, and accredited testing laboratories such as Underwriters Laboratories, and rules of the Public Utilities Commission regarding safety and reliability.

B. Installation of electric vehicle charging stations and associated wiring, bonding, disconnecting means, and overcurrent protective devices shall meet the requirements of Article 625 of the CEC, and all applicable provisions under California Code of Regulations, Title 24, Part 3.

C. Installation of electric vehicle charging stations shall be incorporated into the load calculations of all new or existing electrical services and shall meet the requirements of the CEC. Electric vehicle charging equipment shall be considered a continuous load.

D. Anchorage of either floor-mounted or wall-mounted electric vehicle charging stations shall meet the requirements of the California Building or Residential Code as applicable per occupancy, and the provisions of the manufacturer's installation instructions. Mounting of charging stations shall not adversely affect building elements. (Ord. 2019-5 § 1 (Att. A), 10-8-2019; Ord. 2017-4 § 1, 9-26-2017)

4.24.070 Technical review.

This chapter aims to encourage the installation of electric vehicle charging stations by removing obstacles to permitting for charging stations, so long as the action does not supersede the City Building Official's authority to address higher priority life-safety situations. If the City Building Official finds, based on substantial evidence, that an electric vehicle charging station could have a specific adverse impact upon the public health or safety, the City may require the applicant to apply for a conditional use permit. (Ord. 2019-5 § 1 (Att. A), 10-8-2019; Ord. 2017-4 § 1, 9-26-2017)
Newman City Code
Chapter 4.25 UNIVERSAL DESIGN FOR

RESIDENTIAL DWELLINGS
Sections:

4.25.010

4.25.020

4.25.030

4.25.040

4.25.050

4.25.060

4.25.070

4.25.080

4.25.090

4.25.100

4.25.110

4.25.120

4.25.130

4.25.140

4.25.150

4.25.160
Chapter 4.25

UNIVERSAL DESIGN FOR RESIDENTIAL DWELLINGS
Purpose.

Findings.

Definitions.

Scope and application.

Exemptions.

Standards - Primary entrance.

Standards - Interior routes.

Standards - Primary floor powder room/bathroom entry and facilities.

Standards - Kitchen and facilities.

Standards - Common use room.

Standards - Bedroom.

Standards - Miscellaneous areas.

Standards - General components.

Standards - New construction - Permissive options.

Enforcement.

Purchaser opt-out option.

4.25.010 Purpose.

Page 78 ends

A. The purpose of the design guidelines established by this chapter is to enhance the full life cycle use of housing without regard to the physical abilities or disabilities of a home's occupants or guests in order to accommodate a wide range of individual preferences or physical abilities.

B. The promotion and preservation of the public health, safety, and general welfare of the people of the City and the property situated therein have made necessary the adoption of a universal design standard for dwellings in order to adequately safeguard life, health, property, and general welfare.

C. The purpose of this chapter is not to create or otherwise establish or designate any particular class or groups of persons who will or should be especially protected or benefited by the terms of this chapter. (Ord. 2019-5 § 1 (Att.

A), 10-8-2019; Ord. 2019-1 § 1, 2-12-2019)

4.25.020 Findings.

A. Pursuant to Health and Safety Code Section 17959, the City Council of the City of Newman hereby finds that the provisions of this chapter are reasonably necessary because, according to the City's Certified Housing Element, approximately 23 percent of the City's residents have physical conditions that affect their abilities to live independently. Individuals with mobility difficulties may require special accommodations to their homes to allow for continued independent living.

B. The City Council of the City of Newman hereby finds that the provisions of this chapter are reasonably necessary to enhance the full life cycle use of housing without regard to the physical abilities or disabilities of a home's occupants or guests in order to accommodate a wide range of individual preferences and functional abilities.

C. Pursuant to Health and Safety Code Section 17959, the City Council of the City of Newman hereby finds that the provisions of this chapter are substantially the same as the model universal design local ordinance adopted by the Department of Housing and Community Development. (Ord. 2019-5 § 1 (Att. A), 10-8-2019; Ord. 2019-1 § 1, 2-12- 2019)

4.25.030 Definitions.
"Accessible" means as consistent with or as defined by the California Building Code, Chapter ·11A.

Newman City Code
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RESIDENTIAL DWELLINGS

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"ANSI Al 17.1" means the most current version of the "Standard on Accessible and Usable Buildings and Facilities," commonly known as "ICC/ ANSI A 117 .1," published by the International Code Council and the American National Standards Institute, Inc.
"Bathroom" means a room containing a water closet (toilet), lavatory (sink), and either a shower, bathtub, combination bathtub/shower, or both a shower and bathtub. It includes a compartmented bathroom in which the fixtures are distributed among interconnected rooms.
"CBC, Chapter l lA" means Chapter 1 lA of the California Building Code (located in Part 2, Title 24, California Code of Regulations), or its successor provisions.
"Common use room" means a room commonly used by residents or guests to congregate. "Condominium" means as defined by the California Building Code. "Custom-built home" means a single-family detached dwelling that is built to the owner's specifications and not part of a master plan check.
"Dwelling unit" means as defined by the California Building Code. "Owner-occupied" means any residential dwelling unit not intended, at the time of application for the building permit, to be occupied as a rental dwelling.
"Powder room" means a room containing a water closet (toilet) and lavatory (sink), but no bathtub or shower. It includes a compartmented powder room in which the fixtures are distributed among interconnected rooms. "Primary entry" means the principal entrance used to enter a building or residential unit, as designated by th"e Building Official for purposes of compliance with this chapter. "Rental" means any residential dwelling unit not intended, at the time of application for a building permit, to be occupied by the owner.
"Single-family residential dwelling" means as consistent with or as defined by the California Building Code. "Substantial rehabilitation" means the reconstruction of the primary entry, hallway, or one bathroom or powder room on the route from the primary entry, when that reconstruction is required to be consistent with the most current version of the California Building Standards Code. I
"Visitable residential dwelling" means a residential unit subject to the requirements of this chapter by virtue of being within the scope of this chapter as defined in NCC 4.25.040. (Ord. 2019-5 § 1 (Att. A), 10-8-2019; Ord. 2019-1 § 1, 2-12-2019)

4.25.040 Scope and application.

A. Unit Coverage. All residential dwelling units that are a part of a residential development project for which an application for a new construction building permit is submitted to the Building Division after the effective date of this chapter shall be visitable residential dwellings.

B. Unit Types. New construction of all single-family, duplex, and triplex residential dwellings for which an application for a building permit is submitted to the Building Division after the effective date of the ordinance codified in this chapter shall be subject to this chapter.

C. Conditions of Approval. Any tentative map, conditional use permit, site development review or building permit master plan check subject to this chapter shall contain conditions sufficient to ensure compliance with the provisions of this chapter. (Ord. 2019-5 § 1 (Att. A), 10-8-2019; Ord. 2019-1§1, 2-12-2019) Newman City Code
Chapter 4.25 UNIVERSAL DESIGN FOR

RESIDENTIAL DWELLINGS

4.25.050 Exemptions.

Page 80 ends

A. When the applicant adequately demonstrates and the Building Official determines that compliance with any portion of any regulation under this chapter would create an undue hardship, or that equivalent facilitation is not available, an exception to that portion of the regulation may be granted.

B. When the applicant adequately demonstrates and the Building Official determines that compliance with any portion of any regulation under this chapter would create an undue hardship due to topographical conditions of the site and/or due to the size of the site and/or other site constraints and/or legal constraints and that no equivalent facilitation is available, an exemption to that portion of the regulation may be granted.

C. When the applicant adequately demonstrates and the Building Official determines that a residential dwelling unit is being reconstructed as a result of a disaster, an exemption to all or any portion of this chapter may be granted.

D. This chapter shall not be applicable to any residential structure constructed if the primary entry of that structure is above grade because the primary entry is located over subterranean or grade-level parking. (Ord. 2019-5 § 1 (Att.

A), 10-8-2019; Ord. 2019-1 § 1, 2-12-2019)

4.25.060 Standards - Primary entrance.

A. New Construction - Mandatory to Install. There are no mandatory installations related to primary entrances in a visitable residential dwelling.

B. New Construction - Mandatory to Offer. The following options for the accessible entrance on the primary entry level shall be offered and, ·if accepted, installed at the request and cost of the purchaser/owner, if requested when installation is consistent with NCC 4.25.140:

1. At least one doorbell is provided for the accessible entry door, one that is between 42 inches and 48 inches from the finished floor must be installed.

2. An exterior accessible route that is either: consistent with the requirements of CBC Chapter l lA; or not be less than 40 inches wide and not have a slope greater than one unit vertical in 20 units horizontal.

3. The accessible primary entrance that is consistent with the requirements of CBC Chapter l lA.

4. The floor or landing at and on the exterior and interior side of the accessible entrance door that is either of the following: consistent with the requirements of CBC Chapter l lA; or the width of the level area on the side to which the accessible entrance door swings shall extend 24 inches past the strike edge of the door.

5. The exterior accessible entry door that is either: consistent with the requirements of CBC Chapter 11 A, or has a 34-inch net clear opening.

6. A second exterior door that is installed in a manner so that it is accessible as provided in this section with a 32-inch net clear opening.

7. Where at least one eyehole is provided in the accessible entry door, one shall be at standard height and a second one that is between 42 inches and 44 inches from the finished floor. (Ord. 2019-5 § 1 (Att. A), 10-8- 2019; Ord. 2019-1 § 1, 2-12-2019)

4.25.070 Standards - Interior routes.

A. New Construction - Mandatory to Install. There are no mandatory installations related to interior routes in a visitable residential dwelling.

B. New Construction - Mandatory to Offer. The following options for accessible interior routes on the primary entry level shall be offered and, if accepted, installed at the request and cost of the purchaser/owner, ifrequested when installation is consistent with NCC 4.25.140:

1. At least one accessible route through the hallways consistent with the requirements of CBC Chapter 11 A from the accessible entrance of the dwelling unit to the primary entry level powder room or bathroom, a common use room, and the kitchen if located on the primary entry level.

Newman City Code
Chapter 4.25 UNIVERSAL DESIGN FOR

RESIDENTIAL DWELLINGS

Page 81184 ends

2. No sunken or raised area in the bathroom or powder room, the common use room, and the kitchen, if on the primary entry level, on an accessible route.

3. Handrails installed in a manner consistent with CBC Chapter l lA on one or both sides of the accessible route, at the option of the purchaser/owner.

4. Handrail reinforcement installed on one or both sides of the accessible route.

5. An accessible route with a minimum width of 42 inches. A 39-inch hallway width may be provided when all doors leading to any bathroom, powder room, common use room, or kitchen, if on the primary entry level, that must be accessible have a minimum clear door opening of 34 inches, and a 36-inch hallway width may be provided when all doors leading to any bathroom, powder room, common use room, or kitchen on the primary entry level that must be accessible have a minimum clear door opening of 36 inches. (Ord. 2019-5 § 1 (Att. A), 10-8-2019; Ord. 2019-1 § 1, 2-12-2019)

4.25.080 Standards - Primary floor powder room/bathroom entry and facilities.

A. New Construction - Mandatory to Install. There are no mandatory installations related to the powder room, bathroom and other facilities in a visitable residential dwelling.

B. Ne·w Construction - Mandatory to Offer. The following options for the accessible bathroom or powder room on the route from the primary entrance shall be offered and, if accepted, installed at the request and cost of the purchaser/owner, ifrequested when installation is consistent with NCC 4.25.140:

1. At least one powder room or bathroom, at the option of the purchaser/owner, on the primary entry level of a visitable residential dwelling, which complies with the requirements of CBC Chapter 1 lA.

2. Clear space in the bathroom or powder room that is either: consistent with the requirements of CBC Chapter 1 lA; or outside of the swing of the door and either a 48-inch circle, 48 inches by 60 inches or a 60-inch diameter circle, at the option of the purchaser/owner.

3. Grab bar reinforcement consistent with CBC Chapter l lA for the water closet (toilet) and shower or bathtub.

4. Faucets and handles not requiring tight grasping, pinching, or twisting of the wrist and consistent with the requirements of CBC Chapter 1 lA.

5. A bathtub or shower meeting the requirements of ANSI A 117 .1.

6. Grab bars installed in a manner consistent with CBC Chapter 1 lA for the water closet (toilet), shower/bath, or lavatory, or any combination thereof, at the option of the purchaser/owner.

7. A lavatory or sink installed consistent with CBC Chapter 1 lA.

8. A water closet (toilet) installed consistent with CBC Chapter 1 lA.

9. Removable cabinets under the lavatory/sink.

10. Where mirrors and towel fixtures are provided in the accessible bathroom or powder room, installation consistent with the requirements of CBC Chapter 1 lA. (Ord. 2019-5 § 1 (Att. A), 10-8-2019; Ord. 2019-1 § 1, 2-12-2019)

4.25.090 Standards - Kitchen and facilities.

A. New Construction - Mandatory to Install. There are no mandatory installations related to kitchen and facilities in a visitable residential dwelling.

B. New Construction - Mandatory to Offer. If there is a kitchen on the primary entry level, the following options shall be offered and, if accepted, installed at the request and cost of the purchaser/owner, ifrequested when installation is consistent with NCC 4.25.140:

Newman City Code
Chapter 4.25 UNIVERSAL DESIGN FOR

RESIDENTIAL DWELLINGS

Page 82 ends

1. An accessible route to the kitchen, with a pathway through the kitchen to the stove, oven, or combination stove-oven consistent with the requirements of CBC Chapter 11 A.

2. One or more of the following, at the purchaser/owner's option: at least a 48-inch by 60-inch clear space in front of a stove at the base of a U-shaped kitchen; or at least a 30-inch by 48-inch clear space in front of the sink (counting open access underneath, if available); or at least one 18-inch-wide breadboard and/or at least 18 inches in counter space at a 34-inch height, or any combination thereof, at the option of the purchaser/owner.

3. Sink controls not requiring tight grasping, pinching, or twisting of the wrist and consistent with the requirements of CBC Chapter 11 A.

4. Adjustable sink and/or removable under-sink cabinets consistent with Chapter l lA.

5. Hood fan controls at light switch level or lower level. (Ord. 2019-5 § 1 (Att. A), 10-8-2019; Ord. 2019-1 § 1, 2-12-2019)

4.25.100 Standards - Common use room.

A. New Construction - Mandatory to Install. There are no mandatory installations related to a common use room in a visitable residential dwelling.

B. New Construction - Mandatory to Offer. The following options for the common use room on the primary entry level shall be offered and, if accepted, installed at the request and cost of the purchaser/owner, ifrequested when installation is consistent with NCC 4.25.140:

1. At least one common use room, such as a dining room or living room, on the accessible route. Sunken or raised areas not exceeding 50 percent of the area of the room's floor space shall be permitted as an option of the purchaser/owner in a common use room on the accessible route when an accessible route connects a usable portion of the common use room to the accessible bathroom or powder room and the accessible exterior entrance door.

2. No sunken areas in a common use room on an accessible route.

3. Standards related to access to and flatness of any other common area room on the primary entry level. (Ord. 2019-5 § 1 (Att. A), 10-8-2019; Ord. 2019-1§1, 2-12-2019)

4.25.110 Standards - Bedroom.

A. New Construction - Mandatory to Install. There are no mandatory installations related to a bedroom in a visitable residential dwelling.

B. New Construction - Mandatory to Offer. Ifthere is a bedroom on the primary entry level, the following options shall be offered and, if accepted, installed at the request and cost of the purchaser/owner, if requested when installation is consistent with NCC 4.25.140:

At least one bedroom on the accessible route of travel with all components meeting the requirements of NCC

4.25.130. A closet shall have at least a 32-inch net opening and adjustable closet rods and shelving. A family room or den may satisfy this bedroom requirement if a sleeping structure (such as a bed, futon, hide-away, or Murphy bed) can be placed in the room and ifthe room complies with provisions for emergency escape and rescue and smoke alarms in the California Building C?de. (Ord. 2019-5 § 1 (Att. A), 10-8-2019; Ord. 2019-1 § 1, 2-12-2019)

4.25.120 Standards - Miscellaneous areas.

A. New Construction - Mandatory to Install. There are no mandatory installations related to miscellaneous areas of a visitable residential dwelling.

B. New Construction - Mandatory to Offer. The following options shall be offered, and if accepted, installed at the request and cost of the purchaser/owner, ifrequested when installation is consistent with NCC 4.25.140:

Newman City Code
Chapter 4.25 UNIVERSAL DESIGN FOR

RESIDENTIAL DWELLINGS

Page 83 ends

If on the primary entry level, miscellaneous areas or facilities (such as a patio or yard, laundry room, or storage area) for the dwelling must have an accessible route to and from the accessible entrance, either through the dwelling unit or around the dwelling unit. (Ord. 2019-5 § 1 (Att. A), 10-8-2019; Ord. 2019-1 § 1, 2-12-2019)

4.25.130 Standards - General components.

A. New Construction - Mandatory to Install. There are no mandatory installations related to general components of a visitable residential dwelling.

B. New Construction - Mandatory to Offer. The following options shall be offered, and if accepted, installed at the request and cost of the purchaser/owner, ifrequested when installation is consistent with NCC 4.25.140:

1. An accessible route in an interior room or hallway, interior doors or openings for rooms and routes of travel required to be accessible consistent with CBC Chapter l lA.

EXCEPTIONS: A 34-inch clear doorway width may be requested from a hallway with a 39-inch width, and a 36-inch clear doorway width may be requested from a hallway with a 36-inch width.

2. Hand-activated door hardware not requiring tight grasping, pinching, or twisting of the wrist and consistent with the requirements of CBC Chapter 1 lA.

3. Rocker light switches and controls or light switches and controls meeting the requirements of ANSI Al 17.1 or CBC Chapter 11 A.

4. The installation of all receptacle outlets, lighting controls and environmental controls throughout the residential dwelling unit must comply with CBC Chapter 1 lA or applicable provisions of the California Electrical Code.

5. The width of the level area on the side toward which an accessible door swings consistent with CBC Chapter 1 lA.

6. If the Building Official or owner/purchaser determines that the accessible route and doorway width options prescribed by Chapter 1 lA are not feasible and that a less wide accessible route is necessary, a functional alternative to ensure that all entries into rooms required to be accessible may be approved by the Building Official or purchaser/owner if it meets at least one of the following requirements and if the hallway is not less than 36 inches in width:
a. The entry door to the room must be at the end of a hallway or passageway, or open directly from another room on an accessible route of travel, so that no turn of 90 degrees or more is necessary to enter the room.
b. The hallway wall opposite the room must be inset enough to allow an area of at least eight inches deep with at least a 60-inch run centered on the center of the entry door opening (e.g., an eight-inch by 60-inch notch or alcove).
c. The hallway wall on the same side as the room must be inset enough to allow an area of at least eight inches deep with at least a 60-inch run centered on the center of the entry door opening (e.g., an eight-inch by 60-inch notch or alcove).
d. The hallway wall directly opposite the room door must open to another room with at least a 60-inch opening on a level with the accessible passageway or hallway.

NOTE: Doors or openings to the rooms required to be accessible may be wider and the notch or alcove smaller if equivalent access is not impeded. In addition, for a doorway at the end of a hallway, or in other circumstances, the notch or alcove need not be centered on the doorway if equivalent access is not impeded.

7. Flooring throughout the residential dwelling unit consistent with CBC Chapter 1 lA.

Newman City Code
Chapter 4.25 UNIVERSAL DESIGN FOR

RESIDENTIAL DWELLINGS

Page 84 ends

8. Standards pertaining to residential structures from ANSI A 117 .1 may be used throughout this chapter when CBC Chapter l lA does not contain specific standards or when the ANSI standards are equivalent to the · Chapter l lA standards. (Ord. 2019-5 § 1 (Att. A), 10-8-2019; Ord. 2019-1 § 1, 2-12-2019)

4.25.140 Standards - New construction - Permissive options.

A. The developer or builder of a visitable residential dwelling must offer an opportunity to select any of the features listed in this chapter to an owner or prospective owner of a visitable residential dwelling at the earliest feasible time after the owner, purchaser, or prospective purchaser is identified.

B. The developer or builder of a visitable residential dwelling shall construct or install any requested features identified in this chapter unless it would result in an unreasonable delay in the construction or significant unreimbursable costs to the developer or builder.

C. The developer or builder of a visitable residential dwelling, at his or her option, may offer or utilize standards for structural or design features, components or appliances and facilities, including but not limited to ANSI standards, which meet or exceed Chapter l lA and which offer greater availability, access or usability, and these are deemed to be in compliance with this chapter. (Ord. 2019-5 § 1 (Att. A), 10-8-2019; Ord. 2019-1 § 1, 2-12-2019)

4.25.150 Enforcement.

A. It is unlawful for any person or entity to fail to comply with the requirements of this chapter.

B. Violation of any provision of this chapter may be enforced by civil action including an action for injunctive relief.

In any civil enforcement action, administrative or judicial, the City shall be entitled to recover its attorneys' fees and costs from a person who is determined by a court of competent jurisdiction to have violated this chapter.

C. Any violation of the provisions of this chapter shall constitute a misdemeanor and shall be punished as such in accordance with NCC 1.04.010.

D. Enforcement pursuant to this section shall be undertaken by the City through its Communit~ Development Director and the City Attorney.

E. Remedies under this section are in addition to and do not supersede or limit any and all other remedies, civil, criminal, or administrative. The remedies provided herein shall be cumulative and not exclusive.

F. Whenever the Building Official or designee reinspects or otherwise takes any enforcement action against a residential dwelling unit which is governed by this chapter to determine compliance with this chapter, the Building Official may assess fees against the owner to recover the costs to the City according to a fee schedule established by the City. The assessment and collection of these fees shall not preclude the imposition of any administrative or judicial penalty or fine for violations of this chapter or applicable State laws or regulations. (Ord. 2019-5 § 1 (Att.

A), 10-8-2019; Ord. 2019-1 § 1, 2-12-2019)

4.25.160 Purchaser opt-out option.

The purchaser(s) may file a letter with the City of Newman and the developer with their desire to forgo any or all of the mandatory installation features required under this chapter. Such letter shall relieve the developer of only those mandatory features listed in the purchaser(s) letter; all other mandatory items shall be installed. (Ord. 2019-5 § 1 (Att. A), 10-8-2019; Ord. 2019-1§1, 2-12-2019)
Honorable Mayor and Members
of the Newman City Council
Agenda Item: 10. b.

City Council Meeting
of October 25, 2022
ADOPT RESOLUTION NO. 2022-, ACCEPTING BID FROM ROLFE CONSTRUCTION FOR NEWMAN

ENVIRONMENTAL WETLAND SYSTEM PROJECT, AUTHORIZING THE CITY MANAGER TO

EXECUTE THE AGREEMENT ON BEHALF OF THE CITY OF NEWMAN
RECOMMENDATION:

Adopt Resolution No. 2022-, accepting the low bid from Rolfe Construction in the amount of $6,414,707.92 for the Newman Environmental Wetland System ("NEWS") Project and authorizing the City Manager to execute the agreement on behalf of the City of Newman ("City").

BACKGROUND:

May 25, 2021, the City adopted the Newman Community Conservation Area ("NCCA") Master Plan. The City identified four separate, but complimentary projects for the NCCA:
• Newman Environmental Wetland (NEWS) Project
• Wetland Project
• Newman Nature Park
• Miller Ditch Treatment Wetland
In 2021, the City ofNewman received a Prop 1 Storm Water Grant from the State Water Resources Control Board in the amount of $6,410,777, to construct the NEWS Project. The City is responsible for a five percent match which will be paid out of the sewer fund. Construction of the NEWS Project is the next step in moving forward with the development of the NCCA. This project will construct a treatment wetland that will treat stormwater and dry season runoff from the City and surrounding agricultural lands prior to discharge to the Newman Wasteway for conveyance to the San Joaquin River.

The major work will consist of excavating, grading, and hauling soil, constructing various reinforced concrete structures, including one bridge, installing pipelines, and landscaping work to include trees, shrubs, and hydroseeding. ·
The project was advertised on August 10, 17, and 24, 2022 in the Westside Index Newspaper, and bids were opened on September 27, 2022.

ANALYSIS:

The City received a total of six (6) bids that were opened and read aloud at 2:00 p.m. on September 27, 2022, this being the advertised bid opening date and time. The lowest responsible and responsive bid was submitted by Rolfe Construction in the amount of $6,414,707.92. The bid results were as listed:

Contractor
Rolfe Construction
Clark Bros, Inc.

Dirt Dynasty, Inc.

Teichert & Sons, Inc. dba Teichert Construction
Cal Valley Construction
Harris Builders
Engineer's Estimate prepared by Rick Engineering, Inc.

FISCAL IMPACT:

Total Bid
$ 6,414,707.92
$ 6,731,955.14
$ 6,850,944.30
$ 7 ,080,489 .00
$ 8,060, 112.18
$ 9,264,538.96
$ 5,210,216.59
Construction of the project will be funded by a Proposition 1 Storm Water Grant Program grant. A five percent match will be funded through the Sewer Fund.

CONCLUSION:

It is recommended that the Newman City Council adopt Resolution No. 2022-, accepting the low bid from Rolfe Construction for the NEWS Project and authorizing the City Manager to execute the agreement on behalf of the City of Newman.

Agenda Item: 10. b.

ATTACHMENTS:

1. Engineer's recommendation to award project letter

2. Resolution No. 2022- accepting the low bid from Rolfe Construction in the amount of $6,414,707.92 for the Newman Environmental Wetland System ("NEWS") Project and authorizing the City Manager to execute the agreement on behalf of the City of Newman ("City").

3. Abstract of Bids
Respectfully Submitted,
1(~~ Kathryn Reyes
Director of Public Works
REVIEWED/CONCUR:

Michael Holland
City Manager
~
'3r
GOUVEIA ENGINEERING. INC.

CONSlJJ1PING ENGINEERS
October 25, 2022
City of Newman
93 8 Fresno Street
Newman, CA 95360
Re: Newman Environmental Wetland System ('~NEWS") Project Honorable Mayor and Council Members:

Bids for the above referenced project were opened at 2:00 p.m. on September 27, 2022 at Newman City Hall. A total of six bids were submitted, ranging from $6,414,707.92 to $9,264,538.96. The lowest responsible and responsive bid totaling $6,414,707.92 was submitted by Rolfe Construction. The Engineer's Estimate was prepared by Rick Engineering, Inc. in the amount of$5,210,216.59. We recommend the project be awarded to Rolfe Construction.

A complete Abstract of Bids received has been enclosed herewith.

Enclosures
cc: Kathryn Reyes, Public Works Director
City ofNewman
456 SIXTH STREET• GUSTINE, CAI JFORNIA 95322 • TELEPHONE (209) 854-3300 RESOLUTION NO. 2022-

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF NEWMAN ACCEPTING BID

AND AW ARD ING CONTRACT TO ROLFE CONSTRUCTION FOR THE NEWMAN ENVIRONMENTAL WETLAND SYSTEM ("NEWS") PROJECT AND AUTHORIZING THE

CITY MANAGER TO EXECUTE THE AGREEMENT
WHEREAS, the Invitation to bid for the Newman Environmental Wetland System project in the City ofNewman was listed in the Westside Index Newspaper on August 10, 17, and 24, 2022; and WHEREAS, the major work consists of excavating, grading, and hauling soil, constructing various reinforced concrete structures, including one bridge, installing pipelines, and landscaping work to include trees, shrubs, and hydroseeding in the City of Newman; and WHEREAS, the following bids for the project were publicly opened and read aloud at the Newman City Hall on September 27, 2022 at 2:00 p.m.;
Contractor
Rolfe Construction
Clark Bros, Inc.

Dirt Dynasty, Inc.

Total Bid
$ 6,414,707.92
$ 6,731,955.14
$ 6,850,944.30
Teichert & Sons, Inc. dba Teichert Construction
Cal Valley Construction
$ 7,080,489.00
$ 8,060, 112.18
Harris Builders $ 9,264,538.96
WHEREAS, the Engineer's Estimate prepared by Rick Engineering, Inc. was $5,210,216.59.

NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Newman upon the recommendation of the City Engineer that the NEWS project be awarded to: Rolfe Construction in the amount of six million four hundred fourteen thousand seven hundred seven dollars and ninety-two cents ($6,414, 707 .92).

The foregoing resolution was introduced at a regular meeting of the City Council of the City of Newman held on the 25th day of October, 2022 by Council Member __________ _ who moved its adoption, which motion was duly seconded and it was upon roll call carried and the resolution adopted by the following roll call vote:

AYES:

NOES:

ABSENT:

ABSTAIN:

ATTEST:

Mike Maier,
City Clerk of the City of Newman,
County of Stanislaus, State of California
APPROVED:

Casey Graham,
Mayor of the City ofNewman,
County of Stanislaus, State of California
Item Quantity
No. Item Description and Unit
1 Mobilization 1 LS
2 Storm Water Pollution Prevention Plan (SWPP) 1 LS
3 Dust Control Plan & Implementation 1 LS
4 Traffic Control 1 LS
5 Site Clearing & Demolition 1 LS
6 Temporary Channel Diversions 1 LS
7 Excavation (Export Offsite) 133,370 CY
8 Excavation (Export to Nature Park) S,400 CY
9 Grading (Cut/Fill) 24,620 CY
10 Clay Line (Micropool) 4,SOO CY
11 Aggregate Base 3,SOO CY
12 Concrete Pad (Sediment Forebay) 20,000 SF
13 Concrete O" Curb 1,800 LF
14 Hot Mix Asphalt 41 TN
lS Decomposed Granite Surfacing (Overlook Path) 3,000 SF 16 Rock Riprap (1/4 Ton) 1,610 TN
17 Rock Riprap (Class 2) 100 TN
18 RSP Fabric (Class 8) 470 SY
19 18" Reinforced Concrete Pipe 90 LF
20 30" Reinforced Concrete Pipe 130 LF
21 Reinforced Concrete Box Culvert (4Sx2H) SS LF
22 Reinforced Concrete Box Culvert (SSx2H) S5 LF
23 Reinforced Concrete Box Culvert (6Sx3H) 165 LF
24 Reinforced Concrete Double Box Culvert (6Sx3H) S5 LF 25 Concrete Headwalls (RCP 18") 1 EA
26 Concrete Headwalls (RCDB 6Sx3H) 1 EA
27 Concrete Headwalls (RCB 4Sx2H) 1 EA
28 Concrete Headwalls (RCB SSx2H) 1 EA
29 Concrete Diversion Structure (Miller Ditch) 1 EA
30 Concrete Diversion Headwall Structure (6Sx3H 1 EA

ABSTRACT OF BIDS FOR

CITY OF NEWMAN
NEWMAN ENVIRONMENTAL WETLAND SYSTEM (NEWS) Grant No. D2112152 Bid Opening· September 27 , 2022 - Time· 2·00 pm PDT Teichert & Son, Inc.

E11gi11eer'~· Estimate Rolfe Construction Clark Bros., Inc. Dirt Dynasty, Inc. dba Teichert Construction Prepared By 3S73 Southern Pacific Ave. 74S Broadway St. 4110 Meadow Oaks Drive 400 Avenue, Suite 300 Hy Rick E11gi11eering Atwater, CA 9S301 Fresno, CA 93721 Valley Springs, CA 9S2S2 Roseville, CA 9S661 Unit Price Amount Unit Price Amount Unit Price Amount Unit Price Amount Unit Price Amount .. .. 200,000.00 200,000.00 149,812.00 149,812.00 S0,000.00 S0,000.00 951,000.00 9Sl,OOO.OO 700,000.26 700,000.26 SS,000.00 5S,OOO.OO 89,960.00 89,960.00 240,000.00 240,000.00 6S,OOO.OO 6S,OOO.OO 60,000.00 60,000.00 10,000.00 10,000.00 126,100.00 126,100.00 80,000.00 80,000.00 2S,OOO.OO 25,000.00 S4,000.00 S4,000.00 S,000.00 5,000.00 13,1S6 0~ 13,1S6.00 2S,OOO.OO 2S,OOO.OO 20,000.00 20,000.00 48,000.00 48,000.00 30,000.00 30,000.00 6S,780.00 65,780.00 110,000.00 110,000.00 200,000.00 200,000.00 9S,OOO.OO 95,000.00 40,000.00 40,000.00 84,344.00 84,344.00 9S,OOO.OO 95,000.00 3S,OOO.OO 35,000.00 85,000.00 8S,OOO.OO .. 15.00 2,000,SSO.OO 12.SO 1,667,125.00 11.25 1,S00,412.50 7.40 986,938.00 11.SO 1,S33, 7SS.OO

12.00 64,800.00 7.50 40,500.00 12.00 64,800.00 6.00 32,400.00 9.00 48,600.00

10.00 246,200.00 6.SO 160,030.00 7.00 172,340.00 17.SO 430,850.00 S.00 123,100.00

13.00 S8,SOO.OO 10.00 4S,OOO.OO 11.00 49,S00.00 16.00 72,000.00 9.00 40,SOO.OO

1.70 S,9SO.OO Sl.00 178,500.00 80.00 280,000.00 70.00 24S,OOO.OO 78.00 273,000.00 lS.00 300,000.00 9.00 180,000.00 12.00 240,000.00 10.00 200,000.00 10.00 200,000.00

16.00 28,800.00 42.SO 76,SOO.OO 40.00 72,000.00 30.00 S4,000.00 44.00 79,200.00 120.00 4,920.00 31S.OO 12,91S.OO 32S.OO 13,32S.OO 400.00 16,400.00 S92.00 24,272.00

10.00 30,000.00 7.00 21,000.00 SS.OD 16S,OOO.OO 12.00 36,000.00 18.00 S4,000.00 SO.OD 80,SOO.OO 124.00 199,640.00 90.00 144,900.00 90.00 144,900.00 103.00 16S,830.00 SO.OD S,000.00 1S3.SO 1S,3SO.OO 90.00 9,000.00 160.00 16,000.00 S20.00 S2,000.00 S.00 2,3SO.OO 31.00 14,S70.00 3S.OO 16,4SO.OO S.00 2,3SO.OO 49.00 23,030.00

60.00 S,400.00 213 .SO 19,21S.OO 17S.OO 1S,7SO.OO 120.00 10,800.00 268.00 24,120.00

90.00 11,700.00 317.00 41,210.00 22S.OO 29,2SO.OO 230.00 29,900.00 296.00 38,480.00

49.00 2,69S.OO 1,706.00 93,830.00 1,200.00 66,000.00 1,100.00 60,SOO.OO 1,889.00 103,89S.OO

49.00 2,69S.OO 1,769.00 97,29S.OO 1,300.00 71,SOO.OO 1,lS0.00 63,2SO.OO 1,9S2.00 107,360.00

49.00 8,08S.OO 1,633.00 269,445.00 1,500.00 247,SOO.OO 1,2SO.OO 206,2SO.OO 1,909.00 314,985.00

49.00 2,695.00 3,70S.OO 203,77S.OO 3,700.00 203,500.00 2,200.00 121,000.00 4,048.00 222,640.00 3,000.00 3,000.00 29,939 .00 29,939 .00 25,000.00 2S,OOO.OO 35,000.00 3S,OOO.OO 30,000.00 30,000.00 7,000.00 7,000.00 51,766.00 Sl,766.00 90,000.00 90,000.00 lOS,000.00 lOS,000.00 42,000.00 42,000.00 S,000.00 S,000.00 38,402.00 38,402.00 40,000.00 40,000.00 SS,000.00 5S,OOO.OO 32,800.00 32,800.00 7,000.00 7,000.00 40,287.00 40,287.00 SS,000.00 SS,000.00 7S,OOO.OO 7S,OOO.OO 36,000.00 36,000.00 10,800.00 10,800.00 26,793.00 26,793.00 90,000.00 90,000.00 90,000.00 90,000.00 46,400.00 46,400.00 4,000.00 4,000.00 96,033.00 96,033.00 S0,000.00 S0,000.00 100,000.00 100,000.00 64,4SO.OO 64,4SO.OO Cal Valley Construction Inc Harris Builders
S125 N. Gates Ave #102 18736 Bloss Ave
Fresno, CA 93722 Hilmar, CA 9S324
Unit Price Amount Unit Price Amount
772,000.00 772,000.00 248,800.00 248,800.00
8,S00.00 8,S00.00 51,600.00 Sl,600.00
SOD.OD SOD.OD 7,S00.00 7,500.00
SS,000.00 55,000.00 7,500.00 7,S00.00
53,928.2S S3,928.2S 90,326.00 90,326.00
40,000.00 40,000.00 40,000.00 40,000.00

19.30 2,S74,041.00 14.9S 1,993,881.SO
S.00 27,000.00 19.43 104,922.00

12.00 29S,440.00 4S.98 1,132,027.60

11.50 Sl,7SO.OO 13.68 61,S60.00
150.00 525,000.00 110.40 386,400.00

12.SO 2S0,000.00 13.77 27S,400.00

60.00 108,000.00 31.60 S6,880.00
SOD.OD 20,SOO.OO 600.00 24,600.00

11.00 33,000.00 9.81 29,430.00
llS.00 18S,1SO.OO 134.40 216,384.00
310.00 31,000.00 331.SO 33,lSO.OO

10.00 4,700.00 36.00 16,920.00
100.00 9,000.00 284.82 2S,633 .80
1Sl.S4 19,700.20 246.46 32,039.80
1,S00.00 82,SOO.OO 2,038.80 112,134.00
1,500.00 82,SOO.OO 2,263.3S 124,484.2S
8SO.OO 140,2SO.OO 2,183.48 360,274.20
2,000.00 110,000.00 3,718.18 204,499.90
30,000.00 30,000.00 30,793.00 30,793.00
40,000.00 40,000.00 110,793.00 110,793.00
40,000.00 40,000.00 81,483.00 81,483 .00
40,000.00 40,000.00 82,380.00 82,380.00
30,000.00 30,000.00 142,912.00 142,912.00
40,000.00 40,000.00 48,000.00 48,000.00
31 Concrete Outlet Structure & Grate (Micropool) 1 EA S,000.00 32 12" HDPE Pipe 100 LF 3B.OO
33 Sluice Gates 6 EA lS,000.00
34 Pipe Outlet Trash Capture (lB" Pipe, Bioclean)
1 EA 3,000.00
34a Pipe Outlet Trash Capture (Cutom Fence/Screen)
2 EA 3,000.00
3S 4" PVC Water Main 1,0SO LF SB.OD
36 Pervious Pavers 1,400 SF lS.00
37 Entrance/Access Gate 1 EA S,000.00
3B Sediment Observation Poles 2 EA 1,S00.00
39 Structure Excavation (Bridge) 141 CY 200.00
40 Structure Backfill (Bridge) 110 CY lB0.00
41 Structural Concrete, Bridge Footing 36 CY BSD.OD
42 Structural Concrete, Bridge 36 CY 2,700.00
43 Structural Concrete, Bridge (Polymer Fiber) 41 CY 2,000.00 44 Bar Reinforcing Steel (Bridge) 15,100 LB 2.SO
4S Concrete Barrier (Type B36) 77 LF 2SO.OO
46 Structure Excavation (Spillway) 3,6SS CY 20.00
47 Structure Backfill (Spillway) 1,217 CY SS.DO
4B Structural Concrete (Spillway) S2B CY 410.00
49 Bar Reinforcing Steel (Spillway) S8,779 LB 2.0S
50 Structure Excavation (Educational & Sampling
Platform) 20 CY 250.00
51 Structure Backfill (Educational & Sampling
Platform) 10 CY 365.00
52 24" Cast-in-Drilled-Hole Concrete Piling
(Educational & Sampling Platform) 33 LF 475.00
S3 Structural Concrete (Educational & Sampling
Platform) 8 CY 3,000.00
S4 Bar Reinforcing Steel (Educational & Sampling
Platform) 1,850 LB 2.85
SS Treated Lumber & Timber (Educational & MF
Sampling Platform) 1.29 BM lS,S00.00
S5 IPE Wood Decking (Educational & Sampling
Platform) 1 LS 28,000.00
S7 Misc Metal (Educational & Sampling Platform) 758 LB 3S.OO

ABSTRACT OF BIDS FOR

CITY OF NEWMAN
NEWMAN ENVIRONMENTAL WETLAND SYSTEM (NEWS) Grant No. 02112152 Bid Opening: September 27, 2022 - Time: 2:00 pm PDT
S,000.00 2B,23S.OO 2B,23S.OO 2S,OOO.OO 2S,OOO.OO S0,000.00 S0,000.00 40,000.00 3,B00.00 B9 .SO B,9SO.OO 100.00 10,000.00 66.00 6,600.00 101.00 90,000.00 16,113.00 96,67B.OO 20,000.00 120,000.00 17,700.00 106,200.00 17,700.00 3,000.00 4,BlB.00 4,BlB.00 B,000.00 B,000.00 S,000.00 S,000.00 S,000.00 6,000.00 4,BlB.00 9,636.00 7,000.00 14,000.00 7,B00.00 lS,600.00 7,B00.00 60,900.00 2B.SO 29,92S.OO 40.00 42,000.00 46.00 4B,300.00 47.00 21,000.00 34.SO 4B,300.00 20.00 2B,OOO.OO 32.00 44,BDD.00 20.00 S,000.00 10,4SO.OO 10,4SO.OO 10,000.00 10,000.00 B,100.00 B,100.00 B,200.00 3,000.00 1,716.00 3,432.00 3,S00.00 7,000.00 SOD.OD 1,000.00 1,100.00 .. 2B,200.00 27 .00 3,BD7.00 7S.OO 10,S7S.OO 46.00 6,4B6.00 13S.OO 19,BDD.00 32.00 3,S20.00 300.00 33,000.00 240.00 26,400.00 22S.OO 30,600.00 1,070.00 3B,S20.00 1,400.00 S0,400.00 BSD.OD 30,600.00 1,100.00 97,200.00 1,070.00 3B,520.00 3,300.00 llB,B00.00 2,600.00 93,600.00 1,600.00 B2,000.00 1,140.00 46,740.00 3,300.00 13S,300.00 3,400.00 139,400.00 2,030.00 37,750.00 2.SO 37,7SO.OO l.9S 29,44S.OO 3.30 49,B30.00 2.SO 19,2SO.OO 447.00 34,419.00 S70.00 43,B90.00 3SO.OO 26,9SO.OO 4SO.OO 73,100.00 13.00 47,SlS.OO 12.00 43,B60.00 12.00 43,B60.00 10.00 66,93S.OO S4.00 6S,71B.OO 4B.OO SB,416.00 20.00 24,340.00 91.00 216,4BO.OO 421.SO 222,SS2.00 B7S.OO 462,000.00 S7S.OO 303,600.00 7SS.OO 120,496.9S 1.40 82,290.60 2.SO 146,947.50 2.15 126,374.85 2.50 S,000.00 147.SO 2,950.00 220.00 4,400.00 290.00 S,800.00 325.00 3,6SO.OO 6,14S.OO 61,450.00 SOD.OD S,000.00 660.00 6,600.00 8SO.OO 15,57S.OO 465.00 15,378.00 600.00 19,800.00 2,700.00 89,100.00 SOD.OD 24,000.00 2,730.00 21,840.00 3,S00.00 28,000.00 4,000.00 32,000.00 2,200.00 S,272 .SO 3.SO 5,475.00 1.30 2,405.00 3.30 5,lOS.00 3.00 19,99S.OO 20,397.00 25,312.13 4S,OOO.OO S8,0SO.OO 15,800.00 21,572.00 2S,OOO.OO 28,000.00 22,386.00 22,3B5.00 12,000.00 12,000.00 43,000.00 43,000.00 2S,OOO.OO 25,880.00 9.00 6,912 .00 30.00 23,040.00 31.SD 24,192.00 3S.OO 2 40,000.00 40,000.00 40,000.00 27,310.00 27,310.00
10,100.00 6S.OO 6,S00.00 12B.16 12,B16.00
106,200.00 10,000.00 60,000.00 lS,000.00 90,000.00
S,000.00 4,000.00 4,000.00 9,000.00 9,000.00
lS,600.00 7,S00.00 lS,000.00 S,000.00 10,000.00
49,3SO.OO BS .OD B9,2SO.OO BB.3S 92,767.SD
2B,OOO.OO 29.BO 41,720.00 lS.00 21,000.00
B,200.00 B,02B.OO B,02B.OO 9,634.00 9,634.00
2,200.00 l,S00.00 3,000.00 1,S00.00 3,000.00
19,03S.OO BO .OD ll,2BD.OO 102.00 14,3B2.00
24,7SO.OO 22S.OO 24,7SO.OO lOB.00 11,BBD.00
39,600.00 1,000.00 36,000.00 3,173.00 114,22B.DD
S7,600.00 2,000.00 72,000.00 4,733.00 170,3BB.OO
B3,230.00 4,000.00 164,000.00 2,347.00 96,227.00
37,7SD.OO 2.00 30,200.00 2.6S 40,0lS.OO
34,6SO.OO 400.00 30,BDD.00 73S.40 S6,62S.BD
36,SSO.OO 6.00 21,930.00 4S.OO 164,47S.OO
110,747.00 lB.00 21,906.00 lOB.00 131,436.00
39B,640.00 700.00 369,600.00 1,172.00 61B,B16.00
146,947 .50 2.00 117,SS8.00 2.04 119,909.16
6,500.00 200.00 4,000.00 31S.OO 6,300.00
8,S00.00 700.00 7,000.00 680.00 5,800.00
16,SOO.OO 2,000.00 55,000.00 709.00 23,397.00
17,500.00 3,S00.00 28,000.00 4,030.53 32,24S.04
5,SS0.00 2.00 3,700.00 2.S7 4,7S4.SO
32,2SO.OO 30,000.00 38,700.00 30,9Sl.94 39,928.00
2S,OOO.OO lS,000.00 lS,000.00 30,432.00 30,432.00
26,880.00 10.00 7,580.00 20.31 1S,S98.08
58 Steel Railing (Educational & Sampling Platform) 61 LF 59 Project Informational Sign 1 EA
60 Informational Kiosk 1 EA
61 Interpretive Signage 2 EA
62 Split-Rail Fence 6,594 LF
63 Irrigation POC (Irrigation Controller, Backflow,
Master Valve, Flow Sensor & Booster Pump) 1 LS
64 Landscape Irrigation 1 LS
65 Tree (36" Box) 34 EA
66 Tree (24" Box) 31 EA
67 Tree (lS Gal.) 19 EA
68 Shrubs (S Gal.) SlO EA
69 Shrubs (1 Gal.) S47 EA
70 Shrubs (4" Pot) 4,SOl EA
71 Hydroseed (at Upland Areas) 67,619 SF
72 Hydroseed (at High/Low Marsh Bottom) 338,997 SF
73 Bonded Fiber Matrix (at Sediment Forebay) 71,7S3 SF
74 Vegetation Establishment 1 LS
75 Weather Station 1 LS

BID TOTAL

ABSTRACT OF BIDS FOR

CITY OF NEWMAN
NEWMAN ENVIRONMENTAL WETLAND SYSTEM (NEWS) Grant No. 02112152 Bid Opening: September 27, 2022 - Time: 2:00 pm PDT
225.00 13,725.00 350.00 21,350.00
2,500.00 2,500.00 3,614.00 3,614.00
16,500.00 16,500.00 18,726.00 18,726.00
6,501.00 13,002.00 2,639.00 5,278.00

40.00 263,760.00 36.50 240,681.00
28,000.00 28,000.00 129,455.00 129,455.00
235,000.00 235,000.00 340,011.00 340,011.00
900.00 30,600.00 1,862.00 63,308.00
600.00 18,600.00 87S.OO 27,125 .00
102.00 1,938.00 487.00 9,2S3.00

34.80 17,748.00 81.00 41,310.00

19.80 10,830.60 30.00 16,410.00

9.60 43,209.60 19.00 8S,S19.00

0.31 20,961.89 o.so 33,809.SO

0.24 81,3S9.28 0.27 91,S29.19

0.09 6,4S7.77 0.50 35,876.50
43,200.00 43,200.00 66,990.00 66,990.00
7,200.00 7,200.00 10,712.00 10,712.00
$5,210,216.59 $6,414,707.92
Subcontractors Listed: Quality Well Drillers
Tully Consulting
Earth Shelter Developers
Stockton Fence & Material Co
Artificial Turf & Landscaping
335.00 20,435.00
ft...,_!' .. 3,000.00 3,000.00
18,000.00 18,000.00
7,000.00 14,000.00

27.85 183,642.90
58,500.00 58,500.00
310,000.00 310,000.00
1,100.00 37,400.00
SOD.OD lS,S00.00
180.00 3,420.00
SO.OD 2S,500.00
lS.00 8,20S.OO

12.00 S4,012.00

0.3S 23,666.65

0.14 47,4S9.S8

0.17 12,198.01
2S,OOO.OO 25,000.00
11,500.00 11,500.00
$6,731,99S.14
Pacific Steel Group
Marina Landscape, Inc.

Stockton Fence & Materials
3 370.00 22,570.00 255.00 15,555.00
2,000.00 2,000.00 4,000.00 4,000.00
22,000.00 22,000.00 16,500.00 16,500.00
2,500.00 5,000.00 5,500.00 11,000.00

28.00 184,632.00 29.00 191,226.00
99,600.00 99,600.00 75,000.00 7S,OOO.OO
262,000.00 262,000.00 388,000.00 388,000.00
1,450.00 49,300.00 1,100.00 37,400.00
67S.OO 20,92S.OO S00.00 lS,S00.00
37S.OO 7,12S.OO 180.00 3,420.00

62.00 31,620.00 50.00 2S,SOO.OO
23 .00 12,S81.00 lS.00 8,20S.OO

14.00 63,014.00 12.00 S4,012.00

0.3S 23,666.6S 0.35 23,666.6S

0.2S 84,749.2S 0.14 47,4S9 .S8

0.35 25,113.5S 0.17 12,198.01
52,000.00 52,000.00 25,000.00 25,000.00
13,000.00 13,000.00 11,500.00 11,500.00
$6,850,944.30 $7,080,489.00
Stockton Fence & Materials Marina Lanscape
Artificial Turf & Landscaping Maggiora Bros Drilling Inc Arnaudo Construction Stockton Fence & Materials
Earth Shelter Developers MCM Construction Inc
Sinclair General Engineering
400.00 24,400.00
3,300.00 3,300.00
20,000.00 20,000.00
13,000.00 26,000.00

27.85 183,642.90
75,000.00 75,000.00
388,000.00 388,000.00
1,100.00 37,400.00
670.00 20,770.00
37S.OO 7,12S.OO

60.00 30,600.00

20.00 10,940.00

14.00 63,014.00

0.30 20,28S.70

0.14 47,4S9.S8

0.35 25,113.S5
25,000.00 25,000.00
15,000.00 15,000.00
$8,060,112.18
RNR
Marina Landscape
Stockton Fence & Materials
201.25 12,276.25
2,200.00 2,200.00
28,750.00 28,750.00
9,702.00 19,404.00

33.42 220,371.48
119,000.00 119,000.00
313,856.00 313,856.00
1,725.41 58,663 .94
806.45 24,999.9S
448.63 8,S23.97

74.40 37,944.00

27.61 lS,102.67

16.80 7S,616.80

0.41 27,723.79

0.25 84,749.25

0.41 29,418.73
61,836.00 61,836.00
18,030.00 18,030.00
$9,264,538.96
Stockton Fence & Materials
Hensley's Paving
Artificial Turf & Landscaping
Frontline Construction
Pacific Steel Group

TOTAL BID AMOUNT ADJUSTED

DUE TO ROUNDING
Honorable Mayor and Members
of the Newman City Council
Agenda Item: 1 O.c.

City Council Meeting
of October 25, 2022
SELECTION OF AREAS FOR A SECOND MEASURE "L" PROJECT
RECOMMENDATION:

Staff requests Council provide direction for the second project utilizing Measure "L" funding.

BACKGROUND:

Measure "L" is the Transportation Sales Tax approved by Stanislaus County voters on November 8, 2016. The measure increased the Countywide sales tax rate one-half cent to improve local streets and roads, reduce congestion and enhance connectivity.

In 2018, the City Council approved a plan that borrowed from future Measure "L" revenues to fund Newman's first project; a $1.8 million road improvement project. The project included work on the following roadways: Hills Ferry Road/Merced from the eastern City Limits to T Street, Inyo Avenue from Highway 33 to the western City Limits, R Street from Mariposa to Stephens Avenue (including Stephens), Hardin Road from Stephens to Orestimba Road, and Orestimba Road/Yolo Street from City Limits to Highway 33. Bike lanes were also added to several areas. A Notice of Completion was approved by City Council on December 11, 2018.

The previous Measure "L" project was financed by estimating the amount of Measure "L" funding the City would receive and then paying for the project using borrowed City funds. The funds have been repaid utilizing Measure "L" revenues from the previous three fiscal years. With Council approval, the City would finance the next project in the same manner.

The Pavement Management Plan was completed earlier this year and, subsequently, approved by the Council. The plan classifies the condition of each roadway within the City as of the Spring 2022. Staff used this information to assist in the identification of five (5) project areas. Staff did not include roadways currently in design, eligible for Federal and State funding, or previously identified by the Council for SB 1 funding.

ANALYSIS:

Using the condition of the road, traffic loads, and a preliminary cost estimate, staff developed a list of project areas for Council to consider. Attached is a map and a preliminary cost estimate for each project area.

Table 1: Areas to consider
Description Cost
Area 1 L Street from Merced to Inyo. Project includes two travel lanes $818,207 and shoulders Area2 M Street, L Street, Tulare Street and Fresno Street between $1,393,884 Merced and Driskell Area3 Patchett A venue, Patrick Drive, Langston Dr, T street, S Street, $1,671,161 Sydney A venue, Leslie A venue, Pine Street and Pine Court Area4 W. Tulare Avenue, Circle Lane, the west block of Fresno Street, $584,775 and West A venue Areas Lucas Ranch 2, Rodeo Grounds Way, Rose Park Drive, Bonanza $1,286,334 Drive, Dutch Comer Drive, Flour Mill Drive Staff will walk the Council through each project area at the Council meeting. Following the presentation on the project areas, staff will work with the Council to determine an appropriate project funding level. Afterwards, Council can direct staff on which project areas they would like to include or direct staff to consider other project areas.

Agenda Item: 1 O.c.

FISCAL IMPACT:

When determining an appropriate funding level utilizing borrowed City funds, it is important to understand the projected revenue stream. Using the historical trend ofrevenues received, staff projects the City will receive a minimum of $4SOk to $SOOK per year in Measure "L" revenues. Staff also projects a cash balance of approximately $1,000,000 at the time of construction. Based upon a payback period of 4-S years, staff believes a project in the range of $3M -$3 .SM would be appropriate.

CONCLUSION:

The City of Newman receives sales tax revenue through the Measure "L" transportation tax to improve local streets and roads, reduce congestion and enhance connectivity. In an effort to construct larger projects, as opposed to a series of smaller projects, staff is recommending the City borrow existing funds that would be repaid with future Measure "L" revenues. This allows the City to construct a single project with the potential for a bigger impact.

Utilizing the Pavement Management Plan, staff has identified five potential project areas for the Council to consider for the City's second Measure "L" project. Staff requests the Council: 1) Provide direction on which project areas to move forward for a Measure "L" Second Project or 2) Provide staff will other project areas they would like staff to bring back with cost estimates.

ATTACHMENTS:

1. Measure "L" Exhibit with cost estimates
Respectfully Submitted,
Director of Public
es ~ Works
REVIEWED/CONCUR:

Michael E. Holland
City Manager
Oct 19, 2022 • 5:11pm
V:\NEW\city_map\exhibits\Meal·Exb.dwg
LEGEND
OWN BY: DGR
DATE: 1 0 18 22

CRACK SEAL AND SLURRY
SEAL

PULVERIZE AND REPAVE WITH
3" AC OVERLAY

PROPOSED NEW STRUCTURAL
SECTION 5" AC OVER 18" AB

AREA WITHIN THE CITY LIMITS
Attachtnent 1
City of Newman - Measure L Project Areas Overall Map

A SCALE IN FEET
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Overall
Gouveia Engineering, Inc. • 456 Sixth Street •Gustine, California 95322 • (209) 854-3300 !
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LEGEND
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PROPOSED NEW STRUCTURAL
SECTION 5" AC OVER 18" AB

AREA WITHIN THE CITY LIMITS
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; l OWN BY: DGR • 8; DATE: 10 19 22 City of Newman - Measure L Area 1 Improvements AREA 1 Gouveia Engineering, Inc. • 456 Sixth Street •Gustine, California 95322 ·(209) 854-3300 City of Newman
2023 Measure L Pavement Rehabilitation - Area 1

BUDGETARY ENGINEER'S ESTIMATE
Date: 10/19/2022 Prepared By: DGR
Item Item Description Estimated Unit Price Item Total
No. Quantity
I. Construction
1 Mobilization 1 LS $ 40,000.00 $ 40,000.00
2 Traffic Control 1 LS $ 10,000.00 $ 10,000.00
3 Roadway Demolition and Earthwork 1 LS $ 100,000.00 $ 100,000.00 4 Furnish and Place Asphalt Concrete 1,195 TN $ 160.00 $ 191,200.00 5 Furnish and Place Aggregate Base 3,870 TN $ 68.00 $ 263, 160.00 6 Adjust Existing Manhole Cover to Grade 7 EA $ 1,500.00 $ 10,500.00 7 Adjust Existing Valve Cover to Grade 7 EA $ 1,500.00 $ 10,500.00 8 Pavement Markings and Striping 1 LS $ 5,000.00 $ 5,000.00 Construction Subtotal: $ 630,360.00
Contingency (Approx. 10%) $ 63,036.00
Construction Total: $ 693,396.00
II. PS&E/Bidding 8% $ 55,471.68
Construction Engineering/Survey's
IV. Services/Construction Observation 10% $ 69,339.60
TOTAL $ 818,207.28
Assumptions made for this estimate:

1. D The structural section for L St from Merced South to Inyo would match the Inyo/Canal School Project. 5" of AC over 18" of AB.

2. 0 The existing structural section of these roadways is unknown, additional materials not accounted for in this estimate may be needed. As the project is designed the method of treatment and materials may be changed.

Project Limits:

See attached Area 1 Exhibit
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LEGEND
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PULVERIZE AND REPAVE WITH
3" AC OVERLAY 00 I I I AREA WITHIN THE CITY LIMITS 400
; OWN BY: DGR •
;g; DATE: 10 19 22 City of Newman - Measure L Area 2 Improvements AREA 2 Gouveia Engineering, Inc. • 456 Sixth Street •Gustine, California 95322 • (209) 854-3300 City of Newman
2023 Measure L Pavement Rehabilitation - Area 2

BUDGETARY ENGINEER'S ESTIMATE
Date: 10/19/2022 Prepared By: DGR
Item Estimated I
No.

Item Description Quantity Unit Price Item Total
I. Construction
1 Mobilization 1 LS $ 60,000.00 $ 60,000.00
2 Traffic Control 1 LS $ 15,000.00 $ 15,000.00
3 Pulverize and Grade Pavement 176,400 SF $ 2.00 $ 352,800.00 4 Furnish and Place Asphalt Concrete 3,473 TN $ 160.00 $ 555,680.00 5 Pavement Digouts (Estimated at 2.5% of total area) 4,410 SF $ 12.00 $ 52,920.00 6 Concrete Repairs 1 LS $ 50,000.00 $ 50,000.00
7 Adjust Existing Manhole Cover to Grade 6 EA $ 1,500.00 $ 9,000.00 8 Adjust Existing Valve Cover to Grade 14 EA $ 1,500.00 $ 21,000.00 9 Pavement Markings and Striping 1 LS $ 15,000.00 $ 15,000.00 Construction Subtotal: $ 1,131,400.00
Contingency (Approx. 10%) $ 113,140.00
Construction Total: $ 1,244,540.00
II. PS&E/Bidding 5% $ 62,227.00
Construction Engineering/Survey's
IV. Services/Construction Observation 7% $ 87,117.80
TOTAL $ 1,393,884.80
Assumptions made for this estimate:

1. D M St, L St, Tulare St, and Fresno St between Merced and Driskell are assumed to be pulverized and repaved with a 3" overlay.

2. D The existing structural section of these roadways is unknown, additional materials not accounted for in this estimate may be needed. As the project is designed the method of treatment and materials may be changed.

Project Limits:

See attached Area 2 Exhibit
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LEGEND

CRACK SEAL AND SLURRY
SEAL

PULVERIZE AND REPAVE WITH
3" AC OVERLAY
!I [:J 'i? ~

AREA WITHIN THE CITY LIMITS
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A SCALE IN FEET W t-------il I,______.
0 400
~~~ow~N~--D-GR~-.-~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~--~~~---1 2; DATE: 10 17 22 City of Newman - Measure L Area 3 Improvements AREA 3 Gouveia Engineering, Inc. • 456 Sixth Street •Gustine, Cal ifornia 95322 • (209) 854-3300 City of Newman
2023 Measure L Pavement Rehabilitation - Area 3

BUDGETARY ENGINEER'S ESTIMATE
Date: 10/19/2022 Prepared By: DGR
Item Item Description Estimated Unit Price Item Total
No. Quantity
I. Construction
1 Mobilization 1 LS $ 70,000.00 $ 70,000.00
2 Traffic Control 1 LS $ 15,000.00 $ 15,000.00
3 Furnish and Apply Crack Seal 1 LS $ 20,000.00 $ 20,000.00 4 Furnish and Apply Slurry Seal 56 TN $ 425.00 $ 23,800.00 5 Pulverize and Grade Pavement 193,374 SF $ 2.00 $ 386,748.00 6 Furnish and Place Asphalt Concrete 3,807 TN $ 160.00 $ 609,120.00 7 Pavement Digouts (Estimated at 2.5% of total area) 4,835 SF $ 12.00 $ 58,020.00 8 Concrete Repairs 1 LS $ 60,000.00 $ 60,000.00
9 Adjust Existing Manhole Cover to Grade 17 EA $ 1,500.00 $ 25,500.00 10 Adjust Existing Valve Cover to Grade 21 EA $ 1,500.00 $ 31,500.00 11 Pavement Markings and Striping 1 LS $ 10,000.00 $ 10,000.00 Construction Subtotal: $ 1,309,~88.00
Contingency (Approx. 10%) $ 130,968.80
Construction Total: $ 1,440,656.80
II. PS&E/Bidding 8% $ 115,252.54
Construction Engineering/Survey's
IV. Services/Construction Observation 8% $ 115,252.54
TOTAL $ 1,671,161.89
Assumptions made for this estimate:

1. D Patrick Ave, Langston Dr, Taylor Ave, and a section of Patchett Dr in front of the elementary school are assumed to be crack sealed and slurried.

2. 0 The remaining areas within the project area are assumed to be pulverized and repaved with a 3" overlay.

3. D The existing structural section of these roadways is unknown, additional materials not accounted for in this estimate may be needed. As the project is designed the method of treatment and materials may be changed.

Project Limits:

See attached Area 3 Exhibit
LEGEND

PULVERIZE AND REPAVE WITH
3" AC OVERLAY

AREA WITHIN THE CITY LIMITS

A SCALE IN FEET
~I~ 11------1
0 400
Gouveia Engineering, Inc. • 456 Sixth Street •Gustine, California 95322 ·(209) 854-3300 City of Newman
2023 Measure L Pavement Rehabilitation - Area 4

BUDGETARY ENGINEER'S ESTIMATE
Date: 10/19/2022 Prepared By: DGR
Item Item Description
Estimated Unit Price Item Total
No. Quantity
I. Construction
1 Mobilization 1 LS $ 30,000.00 $ 30,000.00
2 Traffic Control 1 LS $ 10,000.00 $ 10,000.00
6 Pulverize and Grade Pavement 56,350 SF $ 2.00 $ 112,700.00 7 Furnish and Place Asphalt Concrete 1, 110 TN $ 160.00 $ 177,600.00 8 Pavement Digouts (Estimated at 2.5% of total area) 1,500 SF $ 12.00 $ 18,000.00 9 Concrete Repairs 1 LS $ 20,000.00 $ 20,000.00
10 Adjust Existing Manhole Cover to Grade 8 EA $ 1,500.00 $ 12,000.00 11 Adjust Existing Valve Cover to Grade 11 EA $ 1,500.00 $ 16,500.00 12 Pavement Markings and Striping 1 LS $ 10,000.00 $ 10,000.00 Construction Subtotal: $ 406,800.00
Contingency (Approx. 15%) $ 61,020.00
Construction Total: $ 467,820.00
II. PS&E/Bidding 10% $ 46,782.00
Construction Engineering/Survey's
IV. Services/Construction Observation 15% $ 70,173.00 ------ TOTAL $ 584,775.00
Assumptions made for this estimate:

1. D W. Tulare Ave, Circle Ln, Fresno St, and West Ave are assumed to be pulverized and repaved with a 3" overlay.

2. D The existing structural section of these roadways is unknown, additional materials not accounted for in this estimate may be needed. As the project is designed the method of treatment and materials may be changed.

Project Limits:

See attached Area 4 Exhibit
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LEGEND

CRACK SEAL AND SLURRY
SEAL

PULVERIZE AND REPAVE WITH
3" AC OVERLAY
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AREA WITHIN THE CITY LIMITS
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A SCALE IN FEET
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~~~ow-N~-:-D_G_R~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ 8; DATE: 10 19 22 City of Newman - Measure L Area 5 Improvements AREA 5 Gouveia Engineering, Inc. • 456 Sixth Street ·Gustine, California 95322 • (209) 854-3300 City of Newman
2023 Measure L Pavement Rehabilitation - Area 5

BUDGETARY ENGINEER'S ESTIMATE
Date: 10119/2022 Prepared By: DGR
Item Item Description Estimated Unit Price Item Total
No. Quantity
I. Construction
1 Mobilization 1 LS $ 50,000.00 $ 50,000.00
2 Traffic Control 1 LS $ 25,000.00 $ 25,000.00
3 Pulverize and Grade Pavement 146,700 SF $ 2.00 $ 293,400.00 4 Furnish and Place Asphalt Concrete 2,888 TN $ 160.00 $ 462,080.00 5 Pavement Digouts (Estimated at 2.5% of total area) 3,668 SF $ 12.00 $ 44,016.00 6 Adjust Existing Manhole Cover to Grade 40 EA $ 1,500.00 $ 60,000.00 7 Adjust Existing Valve Cover to Grade 20 EA $ 1,500.00 $ 30,000.00 8 Pavement Markings and Striping 1 LS $ 10,000.00 $ 10,000.00 Construction Subtotal: $ 974,496.00
Contingency (Approx. 10%) $ 97,449.60
Construction Total: $ 1,071,945.60
II. PS&E/Bidding 10% $ 107,194.56
Construction Engineering/Survey's
IV. Services/Construction Observation 10% $ 107, 194.56 ------ TOTAL $ 1,286,334. 72
Assumptions made for this estimate:

1. D Rose Park Dr and a section of Dutch Corner Dr are assumed to be crack sealed and slurried.

2. D The remaining areas within the project area are assumed to be pulverized and repaved with a 3" overlay.

3. D The existing structural section of these roadways is unknown, additional materials not accounted for in this estimate may be needed. As the project is designed the method of treatment and materials may be changed.

Project Limits:

See attached Area 5 Exhibit

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