Agenda packet — San Jacinto City Council, January 16, 2024 (part 7 of 8)

Packet Pg. 1386 Attachment: Appendix I - PSU Correspondence (JA Bray Community T38202 (P21-076)) 291 N Lyon
Traffic Impact Analysis
City of San Jacinto, California
Prepared for:

RICHLAND COMMUNITIES
3161 Michelson Dr. Suite 425
Irvine, CA 92612
Prepared by:

TJW ENGINEERING, INC.
9841 Irvine Center Dr. Suite 200
Irvine, CA 92618
March 23, 2022

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9841 Irvine Center Dr, Suite 200 | Irvine, California 92618 | t: (949) 878-3509 www.tjwengineering.com
March 23, 2022
Mr. Derek Barbour,
Vice President
3161 Michelson Drive, Suite 425
Irvine, CA 92612
Subject: Traffic Impact Analysis: 291 N. Lyon, City of San Jacinto CA Dear Mr. Barbour:

TJW ENGINEERING, INC. (TJW) is pleased to present you with this traffic impact analysis for the proposed 291 N. Lyon the project located North of Cottonwood Avenue between Lyon Avenue and Marilyn Drive in the City of San Jacinto.

This traffic study has been prepared to meet the traffic study requirements for the City of San Jacinto and assesses the projected traffic operations associated with the proposed project and its impact on the local street network. This report is being submitted to you for review and forwarding to the City of San Jacinto.

Please contact us at (949) 878-3509 if you have any questions regarding this analysis.

Sincerely,

Thomas Wheat, PE, TE David Chew, PTP
President Transportation Planner
Registered Civil Engineer #69467
Registered Traffic Engineer #2565
Daniel Flores, EIT
Project Engineer

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291 N Lyon
Traffic Impact Analysis
City of San Jacinto, California
Prepared for:

RICHLAND COMMUNITIES
3161 Michelson Drive, Suite 425
Irvine, CA 92612
Prepared by:
9841 Irvine Center Dr. Suite 200
Irvine, CA 92618
Thomas Wheat, PE, TE
David Chew, PTP
Daniel Flores, EIT
March 23, 2022

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Table of Contents ................................................................................................................ ………….. Page

1.0 EXECUTIVE SUMMARY ........................................................................................................................................... V

1.2 RECOMMENDATIONS AND FAIR SHARE .................................................................................................................... VI

1.3 SUMMARY OF VEHICLES MILES TRAVELED ANALYSIS (VMT)..................................................................................... VI

2.0 INTRODUCTION ...................................................................................................................................................... 1

2.1 PROJECT DESCRIPTION .............................................................................................................................................. 1

2.2 STUDY AREA ............................................................................................................................................................... 3

2.3 ANALYSIS METHODOLOGY ......................................................................................................................................... 3

2.3.1 Intersection Analysis Methodology ....................................................................................................................... 3

2.3.2 Traffic Signal Warrant Analysis Methodology ...................................................................................................... 6

2.3.3 Vehicle Miles Traveled (VMT) Analysis .................................................................................................................. 6

2.4 PERFORMANCE CRITERIA .......................................................................................................................................... 6

2.4.1 Level of Service (LOS) Criteria ............................................................................................................................... 6

2.5 THRESHOLDS OF SIGNIFICANCE ................................................................................................................................. 7

3.0 EXISTING PROJECT BASELINE (2021) CONDITIONS .................................................................................................. 8

3.1 EXISTING CIRCULATION NETWORK/STUDY AREA CONDITIONS ................................................................................. 8

3.2 CITY OF SAN JACINTO GENERAL PLAN ........................................................................................................................ 8

3.3 EXISTING BICYCLE AND PEDESTRIAN FACILITIES ........................................................................................................ 8

3.4 EXISTING PUBLIC TRANSIT SERVICES .......................................................................................................................... 8

3.5 EXISTING PROJECT BASELINE (2021) TRAFFIC VOLUMES ........................................................................................... 9

3.6 EXISTING PROJECT BASELINE (2021) CONDITIONS INTERSECTION LEVEL OF SERVICE ANALYSIS ............................. 13

4.0 PROPOSED PROJECT ............................................................................................................................................. 14

4.1 PROJECT DESCRIPTION ............................................................................................................................................ 14

4.2 PROJECT TRIP GENERATION ..................................................................................................................................... 14

4.3 PROJECT TRIP DISTRIBUTION ................................................................................................................................... 14

4.4 MODAL SPLIT ........................................................................................................................................................... 15

4.5 CUMULATIVE PROJECTS TRAFFIC ............................................................................................................................. 15

5.0 OPENING YEAR (2023) WITHOUT PROJECT CONDITIONS (OY) .............................................................................. 18

5.1 ROADWAY IMPROVEMENTS .................................................................................................................................... 18

5.2 OY TRAFFIC VOLUMES ............................................................................................................................................. 18

5.3 OY CONDITIONS INTERSECTION LEVEL OF SERVICE ANALYSIS ................................................................................. 18

6.0 OPENING YEAR (2023) WITH PROJECT CONDITIONS (OYP) ................................................................................... 20

6.1 ROADWAY IMPROVEMENTS .................................................................................................................................... 20

6.2 OYP TRAFFIC VOLUMES ........................................................................................................................................... 20

6.3 OYP CONDITIONS INTERSECTION LEVEL OF SERVICE ANALYSIS ............................................................................... 20

6.4 OYP RECOMMENDED IMPROVEMENTS ................................................................................................................... 21

6.5 OYP SIGNAL WARRANT ANALYSIS ............................................................................................................................ 21

7.0 FAIR SHARE .......................................................................................................................................................... 23

7.1 FAIR SHARE ANALYSIS .............................................................................................................................................. 23

8.0 VEHICLE MILES TRAVELED (VMT) ANALYSIS .......................................................................................................... 24

8.1 VEHICLE MILES TRAVELED (VMT) ANALYSIS ............................................................................................................. 24

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List of Tables ..................................................................................................................... Page Table 1: HCM – LOS & Delay Ranges – Unsignalized Intersections .................................................................... 5 Table 2: Roadway Characteristics Within Study Area ........................................................................................ 8 Table 3: Intersection Analysis – Existing Project Baseline (2021) Conditions .................................................. 13 Table 4: Proposed Trip Generation .................................................................................................................. 14 Table 5: Cumulative Projects List ..................................................................................................................... 15 Table 6: Intersection Analysis – OY Conditions ................................................................................................ 18 Table 7: Intersection Analysis – OYP Conditions .............................................................................................. 20 Table 8: Intersection Analysis – OYP Conditions with Recommended Improvements.................................... 21 Table 9: Signal Warrant Analysis Opening Year plus Project (OYP) Conditions ............................................... 21 Table 10 Fair Share Calculations ...................................................................................................................... 23 List of Exhibits .................................................................................................................. Page

Exhibit 1: Proposed Project Site Plan ................................................................................................................. 2 Exhibit 2: Project Location and Proposed TIA Study Area.................................................................................. 4 Exhibit 3: Existing Lane Geometry and Intersection Controls .......................................................................... 10 Exhibit 4: Existing Transit Service ..................................................................................................................... 11 Exhibit 5: Existing Project Baseline (2021) AM/PM Peak Hour Volumes ......................................................... 12 Exhibit 6: Proposed Trip Distribustion ............................................................................................................. 16 Exhibit 7: Cumulative Project Map ................................................................................................................... 17 Exhibit 8: OY AM/PM Peak Hour Volumes ....................................................................................................... 19 Exhibit 9: OYP AM/PM Peak Hour Volumes ..................................................................................................... 22 Appendices ....................................................................................................................... Page Appendix A: Scoping Agreement
Appendix B: Existing Traffic Counts
Appendix C: Signal Warrant Analysis
Appendix D: HCM Analysis Sheets

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1.0 EXECUTIVE SUMMARY
This traffic impact analysis (TIA) analyzes the projected traffic operations associated with the proposed 291 N. Lyon project located north of Cottonwood Avenue between Lyon Avenue and Marilyn Drive. The purpose of this TIA is to evaluate potential circulation system deficiencies that may result from development of the proposed project, and to recommend improvements to achieve acceptable operations, if applicable. This analysis has been prepared in coordination with the City of San Jacinto via a scoping agreement (See Appendix A) and is pursuant to applicable City of San Jacinto and County of Riverside traffic impact analysis guidelines.

The proposed project consists of 181 single family residential homes. The site is currently zoned as RL and classified as LDR (Low Density Residential) Land Use in the City of San Jacinto General Plan Land Use Map.

The project site is currently vacant. The proposed project land use is permitted in the zone and does not require a zone change or General Plan amendment.

The proposed project is anticipated to be built and generating trips in 2023. A growth rate of 2% was used to account future traffic volumes.

The proposed project is projected to generate 126 total AM peak hour trips, 169 total PM peak hour trips and 1,697 total daily trips.

The following intersection in the vicinity of the project site have been included in the intersection level of service (LOS) analysis:

1. Lyon Avenue/De Anza Drive

2. Lyon Avenue/Cottonwood Avenue

3. Lyon Avenue/Appaloosa Drive

4. Marilyn Drive/Estrella Street
County of Riverside Transportation Department Traffic Impact Analysis Preparation Guide (July 2020).

City of San Jacinto Traffic Impact Analysis (TIA) Guidelines for Vehicle Miles Traveled (VMT) and Level of Service Assessment (June, 16st, 2020).

The study intersections and roadway segments are analyzed for the following study scenarios:
• Existing Project Baseline (2021) Traffic Conditions;
• Opening Year (2023) Without Project Conditions (Existing + Ambient + Cumulative); • Opening Year (2023) With Project Conditions (Existing + Ambient + Cumulative + Project) Existing Project Baseline (2021) Traffic Conditions
The study intersections are currently operating at an acceptable LOS during the AM and PM peak hours for existing conditions with the exception of the following intersection:
• #2 - Lyon Avenue/Cottonwood Avenue (AM Peak Hours).

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Opening Year (2023) Without Project Conditions
The study intersections are projected to operate at an acceptable LOS during the AM and PM peak hours for opening year (2023) without project conditions with the exception of the following intersection:
• #2 – Lyon Avenue/Cottonwood Avenue (AM Peak Hours);
• #3 – Lyon Avenue/Appaloosa Drive (AM Peak Hours).

Opening Year (2023) with Project (OYP) Conditions
The study intersections are projected to operate at an acceptable LOS during the AM and PM peak hours for opening year (2023) with project conditions with the exception of the following intersection:
• #2 – Lyon Avenue/Cottonwood Avenue (AM Peak Hours);
• #3 – Lyon Avenue/Appaloosa Drive (AM Peak Hours).

1.2 RECOMMENDATIONS AND FAIR SHARE
The following improvements are recommended for OYP conditions:

OYP Recommended Improvement #2 Lyon Avenue/Cottonwood Avenue – Change the control type from all way stop control intersection to a signalized intersection.

OYP Recommended Improvement #3 Lyon Avenue/Appaloosa Drive – Change the control type from two way stop control intersection to a signalized intersection.

Table E-1:

Fair Share Calculations
Intersection Fair Share for OYP AM & PM Peak Hour
#2 - Lyon Ave/Cottonwood Avenue 3.20%
#3 - Lyon Ave/Appaloosa Drive 7.78%

1.3 SUMMARY OF VEHICLES MILES TRAVELED ANALYSIS (VMT)
Consistent with the new metric of VMT for analysis of transportation impacts, this analysis follows VMT guidelines set forth by the City of San Jacinto Traffic Impact Analysis (TIA) Guidelines for Vehicle Miles Traveled (VMT) and Level of Service Assessment (June, 16st, 2020). For land use projects, using the WRCOG VMT Screening Tool the project is located in a low VMT area and is presumed to cause a less than significant impact.

Using the WRCOG VMT Screening Tool the project is located in a low VMT generating area, therefore the project is presumed to have a less than significant transportation impact per City guidelines.

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2.0 INTRODUCTION
This traffic impact analysis (TIA) analyzes the projected traffic operations associated with the proposed 291 N. Lyon project located north of Cottonwood Avenue between Lyon Avenue and Marilyn Drive. The purpose of this TIA is to evaluate potential circulation system deficiencies that may result from development of the proposed project, and to recommend improvements to achieve acceptable operations, if applicable. This analysis has been prepared in coordination with the City of San Jacinto via a scoping agreement (See Appendix A) and is pursuant to applicable City of San Jacinto and County of Riverside traffic impact analysis guidelines.

2.1 PROJECT DESCRIPTION
The proposed project consists of 181 single family residential homes. The site is currently zoned as RL and classified as LDR (Low Density Residential) Land Use in the City of San Jacinto General Plan Land Use Map.

The project site is currently vacant. The proposed project land use is permitted in the zone and does not require a zone change or General Plan amendment.

The proposed project is anticipated to be built and generating trips in 2023. A growth rate of 2% was used to account future traffic volumes.

Site access is planning to have two full access driveways one on Lyon Avenue and one on Marilyn Drive.

Exhibit 1 shows the proposed project site plan.

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2.2 STUDY AREA
The following intersection in the vicinity of the project site have been included in the intersection level of service (LOS) analysis:

1. Lyon Avenue/De Anza Drive

2. Lyon Avenue/Cottonwood Avenue

3. Lyon Avenue/Appaloosa Drive

4. Marilyn Drive/Estrella Street

County of Riverside Transportation Department Traffic Impact Analysis Preparation Guide (July 2020).

City of San Jacinto Traffic Impact Analysis (TIA) Guidelines for Vehicle Miles Traveled (VMT) and Level of Service Assessment (June, 16st, 2020).

The study intersections and roadway segments are all located within the City of San Jacinto. Exhibit 2 shows the location of the study intersections which are analyzed for the following study scenarios:
• Existing Project Baseline Year (2021) Traffic Conditions; • Opening Year (2023) Without Project Conditions (Existing + Ambient + Cumulative); • Opening Year (2023) With Project Conditions (Existing + Ambient + Cumulative + Project) Traffic operations are evaluated for the following time periods:
• Weekday AM Peak Hour occurring within 7:00 AM to 9:00 AM; and • Weekday PM Peak Hour occurring within 4:00 PM to 6:00 PM.

2.3 ANALYSIS METHODOLOGY

2.3.1 Intersection Analysis Methodology
Level of Service (LOS) is commonly used to describe the quality of flow on roadways and at intersections using a range of LOS from LOS A (free flow with little congestion) to LOS F (severely congested conditions).

The definitions for LOS for interruption of traffic flow differ depending on the type of traffic control (traffic signal, unsignalized intersection with side street stops, unsignalized intersection with all-way stops). The Highway Capacity Manual (HCM) 6 (Transportation Research Board, 2016) methodology expresses the LOS of an intersection in terms of delay time for the intersection approaches. The HCM methodology utilizes different procedures for different types of intersection control.

The City of San Jacinto requires unsignalized intersection operations be analyzed utilizing the HCM 6 methodology. Intersection operation for unsignalized intersections is based on the weighted average control delay expressed in seconds per vehicle.

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ǆŚŝďŝt Ϯ͗ Wƌoũect >ocatŝoŶ aŶĚ WƌoƉoƐeĚ d/ StƵĚǇ ƌea 291 N. Lyon Residential Traffic Impact Analysis BAW-21-002 Legend: Project Site Study Intersection Location Cottonwood Avenue 1 #
Lyon Avenue Estrela Street
2 Sykes Drive Marylin Drive
3 4 Appaloosa Drive
Ramona Boulevard

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At a two-way or side-street stop-controlled intersection, LOS is calculated for each stop-controlled minor street movement, for the left-turn movement(s) from the major street, and for the intersection as a whole.

For approaches consisting of a single lane, the delay is calculated as the average of all movements in that lane. For all-way stop-controlled intersection, LOS is computed for the intersection as a whole.

Table 1 describes the general characteristics of traffic flow and accompanying delay ranges at unsignalized intersections.

Table 1:

HCM – LOS & Delay Ranges – Unsignalized Intersections
Level Of
Service Description Delay (in seconds)
A Little or no delays. 0 – 10.00
B Short traffic delays. 10.01 – 15.00
C Average traffic delays. 15.01 – 25.00
D Long traffic delays. Multiple vehicles in queue. 25.01 – 35.00 E Very long delays. Demand approaching capacity of intersection 35.01 – 50.00 F Very constrained flow with extreme delays and intersection capacity exceeded. > 50.01
Source: Transportation Research Board, Highway Capacity Manual, HCM6 Edition (Washington D.C., 2016).

Collected peak hour traffic volumes have been adjusted using a peak hour factor (PHF) to reflect peak 15- minute volumes. It is a common practice in LOS analysis to conservatively use a peak 15-minute flow rate applied to the entire hour to derive flow rates in vehicles per hour that are used in the LOS analysis. The PHF is the relationship between the peak 15-minute flow rate and the full hourly volume. PHF = [Hourly Volume]/ [4 * Peak 15-Minute Volume]. The use of a 15-minute PHF produces a more detailed and conservative analysis compared to analyzing vehicles per hour. Existing PHFs, obtained from the existing traffic counts have been used for all analysis scenarios in this study.

The City of San Jacinto traffic study guidelines also require unsignalized intersection operations be analyzed utilizing the HCM 6th Edition methodology. Intersection operation for unsignalized intersections is based on the weighted average control delay expressed in seconds per vehicle.

At a two-way or side-street stop-controlled intersection, LOS is calculated for each stop-controlled minor street movement, for the left-turn movement(s) from the major street, and for the intersection as a whole.

This analysis utilizes PTV Vistro 2021 analysis software for the signalized intersection. Vistro is a macroscopic traffic software program that is based on the signalized intersection capacity analysis specified in Chapter 16 of the HCM. The level of service and capacity analysis performed within Vistro takes the optimization and coordination of signalized intersections within a network into consideration.

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2.3.2 Traffic Signal Warrant Analysis Methodology
Traffic signal warrants refer to a list of established criteria utilized by Caltrans and other public agencies to quantitatively justify or determine the potential need for installation of a traffic signal at an unsignalized location. This analysis uses the signal warrant criteria in the latest edition of the Federal Highway Administration’s (FHWA) Manual on Uniform Traffic Control Devices (MUTCD) as amended by the 2014 California MUTCD (CA MUTCD), Revision 4, effective March 29, 2019, for all unsignalized, non-driveway study intersections.

The CA MUTCD contains nine different signal warrants for existing conditions based on several different factors such as vehicular volumes, pedestrian volumes, accident frequency, location of schools and location of railroad tracks. This TIA utilizes the peak hour volume-based warrant (Warrant 3) as the appropriate traffic signal warrant analysis for all analysis. Warrant 3 is appropriate for this analysis because it provides specialized criteria for intersections with rural characteristics.

It is important to note that a signal warrant defines the minimum condition under which the installation of a traffic signal may be warranted. Satisfying a signal warrant does not require that a traffic signal be installed at a particular location, rather other traffic factors and conditions should be evaluated to determine if signalization is justified. Additionally, signal warrants do not necessarily correlate with level of service; an intersection may satisfy a warrant and still be operating at or better than LOS D, or be operating at a deficient LOS (E or F) and not meet signal warrants.

2.3.3 Vehicle Miles Traveled (VMT) Analysis
Senate Bill (SB) 743 was adopted in 2013 requiring the Governor’s Office of Planning and Research (OPR) to identify new metrics for identifying and mitigating transportation impacts. For land use projects, OPR has identified Vehicle Miles Traveled (VMT) as the new metric for transportation analysis under CEQA. The regulatory changes to the CEQA guidelines that implement SB 743 were approved on December 28th, 2018 with an implementation date of July 1st, 2020 as the new metric.

Consistent with the new metric of VMT for analysis of transportation impacts, this analysis follows the VMT guidelines set forth by the City of San Jacinto Traffic Impact Analysis (TIA) Guidelines for Vehicle Miles Traveled (VMT) and Level of Service Assessment (June 16st, 2020).

2.4 PERFORMANCE CRITERIA

2.4.1 Level of Service (LOS) Criteria
The City of San Jacinto has established level of service “D” or better as acceptable LOS for all intersections that are adjacent to freeway on/off ramps and/or adjacent to employment generating land uses. The City of San Jacinto has established level of service “D” or better as acceptable LOS for all other intersections along the designated street and highway system in the General Plan Traffic/Circulation Element. For the purposes of the project study area, level of service “D” is considered acceptable LOS.

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2.5 THRESHOLDS OF SIGNIFICANCE
According to guidelines, a project is considered to cause a significant impact to a transportation system if it:
• Conflicts with an applicable plan, ordinance or policy establishing measures of effectiveness for the performance of the circulation system, taking into account all modes of transportation including mass transit and non-motorized travel.
• Conflicts with an applicable congestion management program (CMP), including, but not limited to level of service standards, travel demand measures, or other standards established by the County Congestion Management Agency for roadways or highways.

Conflicts with adopted policies or programs regarding public transit, bicycle or pedestrian facilities, or otherwise decreases the performance or safety of such facilities.

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3.0 EXISTING PROJECT BASELINE (2021) CONDITIONS

3.1 EXISTING CIRCULATION NETWORK/STUDY AREA CONDITIONS
The characteristics of the roadway system in the vicinity of the proposed project site are described in Table

2. Table 2:

Roadway Characteristics Within Study Area
Roadway Classification1Jurisdiction Direction
Existing
Travel
Lanes
Median
Type2
Speed
Limit
(mph)
On-Street
Parking
Lyon Avenue Major San Jacinto North-South 2-4 TWLTL, NM 50 Yes Marilyn Drive Collector San Jacinto North-South 2 NM 25 Yes De Anza Drive Collector San Jacinto East-West 2-4 NM 40 No Estrella Street Collector San Jacinto East-West 2 NM 25 Yes Appaloosa Drive Collector San Jacinto East-West 2 NM 15 Yes Cottonwood Avenue Arterial San Jacinto East-West 2-4 RM, NM 45 No 1: Sources: City of San Jacinto General Plan (2006)
2: TWLTL = Two-Way Left-Turn Lane, RM = Raised Median, NM = No Median.

Exhibit 3 shows existing conditions study area intersection and roadway geometry. City of San Jacinto roadway classifications and cross sections are contained in Appendix A.

3.2 CITY OF SAN JACINTO GENERAL PLAN
The proposed project site is located within the City of San Jacinto. Appendix A contains the current City of San Jacinto General Plan street classifications and roadway cross sections.

3.3 EXISTING BICYCLE AND PEDESTRIAN FACILITIES
Class II on-street bicycle lanes exist on of Cottonwood Avenue.

Pedestrian facilities exist on Lyon Avenue on the opposite side of the project frontage. There are marked crosswalks at the intersection. The City of San Jacinto Bicycle Master Plan is contained in Appendix A.

3.4 EXISTING PUBLIC TRANSIT SERVICES
The City of San Jacinto is served by the Riverside Transit Agency (RTA) which provides local and regional bus service throughout Riverside County. The nearest transit bus stop is located south of the proposed project east and west of Cottonwood Avenue half a mile from the project site (see Exhibit 4).

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3.5 EXISTING PROJECT BASELINE (2021) TRAFFIC VOLUMES
To determine the existing operation of the study intersections, AM and PM peak period traffic counts at the study intersections were collected on Thursday October 14, 2021. The traffic volumes used in this analysis are from the highest hour within the peak period counted. Detailed traffic count data is provided in Appendix B. Exhibit 5 shows existing AM and PM peak hour volumes at the study intersections.

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2 Sykes Drive Marylin Drive
3 4 Appaloosa Drive
Ramona Boulevard 2U2U 2U2U 2U 3D 3D 2U 2U 3D 2U 2U 2U
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Palm Avenue

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AM PEAK HOUR

PM PEAK HOUR

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3.6 EXISTING PROJECT BASELINE (2021) CONDITIONS INTERSECTION LEVEL OF SERVICE ANALYSIS Existing Project Baseline (2021) conditions AM and PM peak hour intersection analysis is shown in Table 3.

Calculations are based on the existing geometrics at the study area intersections as shown in Exhibit 3. HCM analysis sheets are provided in Appendix C.

Table 3:

Intersection Analysis – Existing Project Baseline (2021) Conditions Intersection
Control
Type
Peak Hour
Existing Conditions
Delay1LOS
#1 – Lyon Avenue/De Anza Drive AWSC AM 12.6 B
PM 10.1 B
#2 – Lyon Avenue/Cottonwood Avenue AWSC AM 49.9 E
PM 20.8 C
#3 –Lyon Avenue/Appaloosa Drive TWSC AM 28.4 D
PM 12.7 B
#4 – Marilyn Drive/Estrella Street TWSC AM 9.3 A
PM 9.3 A
Note: AWSC = All-Way Stop-Control, TWSC = Two-Way Stop-Control, Delay shown in seconds per vehicle. 1 = Per the Highway Capacity Manual 6th Edition, overall average delay and LOS are shown for signalized and all-way stop-controlled intersections. For intersections with one-or-two-way stop-control, the delay and LOS for the worst individual movement is shown.

As shown in Table 3, the study intersections are currently operating at an acceptable LOS during the AM and PM peak hours for existing conditions, with the exception of the following intersection:
• #2 - Lyon Avenue/Cottonwood Avenue (AM Peak Hours)

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4.0 PROPOSED PROJECT

4.1 PROJECT DESCRIPTION
The proposed project consists of 181 single family residential homes. The site is currently zoned as RL and classified as LDR (Low Density Residential) Land Use in the City of San Jacinto General Plan Land Use Map.

The project site is currently vacant. The proposed project land use is permitted in the zone and does not require a zone change or General Plan amendment.

The proposed project is anticipated to be built and generating trips in 2023. A growth rate of 2% was used to account future traffic volumes.

Site access is planning to have two full access driveways one on Lyon Avenue and one on Marilyn Drive.

Exhibit 1 previously showed the proposed project site plan.

4.2 PROJECT TRIP GENERATION
Trip generation represents the amount of traffic, both inbound and outbound, produced by a development.

Determining trip generation for a proposed project is based on projecting the amount of traffic that the specific land uses being proposed will produce. Industry standard Institute of Transportation Engineers (ITE) Trip Generation Manual (11th Edition, 2021) trip generation rates were used to determine trip generation of for most of the proposed project land uses.

Table 4 summarizes the projected AM peak hour, PM peak hour and daily trip generation of the proposed project.

Table 4:

Proposed Trip Generation
Proposed Land Use1 Qty Unit2
Daily Trips (ADTs) AM Peak Hour PM Peak Hour
Rate Volume Rate In:Out
Split
Volume
Rate In:Out
Split
Volume
In Out Total In Out Total
Single-Family
Detached Housing (210) 181 DU 9.43 1,697 0.70 26:74 33 93 126 0.94 63:37 106 63 169 Total 1,697 33 93 126 106 63 169
1: Rates from ITE Trip Generation (11th Edition, 2021)
2: DU = Dwelling Units
As shown in Table 4, the proposed project is projected to generate 126 total AM peak hour trips, 169 total PM peak hour trips and 1,697 total daily trips.

4.3 PROJECT TRIP DISTRIBUTION
Projecting trip distribution involves the process of identifying probable destinations and traffic routes that will be utilized by the proposed project’s traffic. The potential interaction between the proposed land use and surrounding regional access routes are considered to identify the probable routes onto which project

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BAW21002 291 N. Lyon Traffic Impact Analysis 15|page
traffic would distribute. The projected trip distribution for the proposed project is based on anticipated travel patterns to and from the project site. Exhibit 6 shows the general projected AM and PM trip distribution of proposed project trips, respectively.

4.4 MODAL SPLIT
The traffic reducing potential of public transit, walking and bicycling have not been considered in this analysis since transit facilities in the study area are limited.

4.5 CUMULATIVE PROJECTS TRAFFIC
Guidelines require that other reasonably foreseeable development projects which are either approved or are currently being processed in the study area also be included as part of a cumulative analysis scenario. A list of cumulative projects was developed for this analysis through consultation with City of San Jacinto staff, and obtainment of current development status reports. Exhibit 7 shows the location of nearby cumulative developments. A summary of the cumulative projects land uses is shown in Table 5.

Table 5:

Cumulative Projects List
Project1Land Use2 Qty Units3 AM Peak Hour PM Peak Hour Daily In Out Total In Out Total
1 P19-030 210 42 DU 7 22 29 24 15 39 396
2 P19-033 210 73 DU 13 38 51 43 26 69 688
3 P19-034 210 81 DU 15 42 57 48 28 76 764
4 P20-007 210 1 DU 0 1 1 1 1 1 9
5 P20-016 210 1 DU 0 1 1 1 0 1 9
6 P20-026 Mixed Use4 39.495 TSF 221 189 410 180 173 353 5,620 7 Monte Vista5 522 687 Stu 248 212 460 49 54 103 1,443
Total 504 505 1,009 346 297 642 8,929
1: List of cumulative projects provided by the City of San Jacinto. 2: Source: Institute of Transportation Engineers, Trip Generation Manual, 11th Edition, 2021. 3: DU = Dwelling Units; TSF = Thousand Square Feet; STU = Students. 4: NWC Sanderson Avenue and Cottonwood Avenue Retail Development, Traffic Impact Study, RK engineering group, Inc. (04/04/17). 5: Monte Vista Middle School currently has 913 students enrolled and has a maximum capacity of 1,600 students.

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ǆŚŝďŝt ϲ͗ WƌoƉoƐeĚ dƌŝƉ ŝƐtƌŝďƵtŝoŶ 291 N. Lyon Residential Traffic Impact Analysis BAW-21-002 Legend: Project Site Study Intersection Location Cottonwood Avenue 1 #
Lyon Avenue Estrela Street
2 20% Sykes Drive Marylin Drive
3 4 10%20% 10% 25% Appaloosa Drive
Ramona Boulevard 10% 15% 10% 20% 35% Project Trip Distribution #% 4.1.y Packet Pg. 1409
Attachment: Appendix J - Trafic Impact Analysis (JA Bray Community T38202 (P21-076)) Legend:

Approximate Cumulative Project Locations
Project Site
X
Not to Scale ϭϳ

ǆŚŝďŝt ϳ͗ ƵŵƵlatŝǀe Wƌoũect DaƉ
291 N. Lyon Traffic Impact Analysis BAW-21-002
5 6
1 4
3 2
7 4.1.y
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BAW21002 291 N. Lyon Traffic Impact Analysis 18|page

5.0 OPENING YEAR (2023) WITHOUT PROJECT CONDITIONS (OY) Opening year (2023) without project (OY) conditions analysis is intended to identify baseline conditions in the near-term without the proposed project.

5.1 ROADWAY IMPROVEMENTS
The lane configurations and traffic controls assumed to be in place for the existing plus ambient plus cumulative scenario are consistent with those previously shown in Exhibit 3.

5.2 OY TRAFFIC VOLUMES
OY volumes include background traffic plus the addition of the traffic projected to be generated by cumulative projects. Since the proposed project is expected to be built and generating trips in 2023, OY volumes include a growth rate of 2% per year for two years, applied to existing volumes. Exhibit 8 shows OY AM and PM peak hour volumes at the study intersections.

OY Volumes = (Existing (2021) Counts * 1.02^2) + Cumulative Traffic.

5.3 OY CONDITIONS INTERSECTION LEVEL OF SERVICE ANALYSIS OY conditions AM and PM peak hour intersection analysis is shown in Table 6. Calculations are based on the existing geometrics at the study area intersections shown in Exhibit 3. HCM analysis sheets are in Appendix C.

Table 6:

Intersection Analysis – OY Conditions
Intersection Control Type Peak Hour
OY Conditions
Delay1LOS
#1 – Lyon Avenue/De Anza Drive AWSC AM 22.9 C
PM 10.7 B
#2 – Lyon Avenue/Cottonwood Avenue AWSC AM 110.5 F
PM 29.5 D
#3 –Lyon Avenue/Appaloosa Drive TWSC AM 70.7 F
PM 14.3 B
#4 – Marilyn Drive/Estrella Street TWSC AM 9.3 A
PM 9.3 A
Note: AWSC = All-Way Stop-Control, TWSC = Two-Way Stop-Control, Delay shown in seconds per vehicle. 1 = Per the Highway Capacity Manual 6th Edition, overall average delay and LOS are shown for signalized and all-way stop-controlled intersections. For intersections with one-or-two-way stop-control, the delay and LOS for the worst individual movement is shown.

As shown in Table 6, the study intersections are projected to continue to operate at an acceptable LOS during the AM and PM peak hours for OY conditions with the exception of the following intersection:
• #2 – Lyon Avenue/Cottonwood Avenue (AM Peak Hours);
• #3 – Lyon Avenue/Cottonwood Avenue (AM Peak Hours).

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Packet Pg. 1411 Attachment: Appendix J - Trafic Impact Analysis (JA Bray Community T38202 (P21-076)) Not to Scale ϭϵ

ǆŚŝďŝt ϴ͗ Kz DͬWD WeaŬ ,oƵƌ solƵŵeƐ
291 N. Lyon Traffic Impact Analysis BAW-21-002

AM PEAK HOUR

PM PEAK HOUR

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BAW21002 291 N. Lyon Traffic Impact Analysis 20|page

6.0 OPENING YEAR (2023) WITH PROJECT CONDITIONS (OYP)
Opening year (2023) with project conditions (OYP) conditions analysis is intended to identify the projectrelated cumulative impacts on the planned circulation system.

6.1 ROADWAY IMPROVEMENTS
The lane configurations and traffic controls assumed to be in place for the OYP scenario are consistent with those previously shown in Exhibit 3 and do not assume recommended improvements in the OYP scenario.

The project is recommended to add speed humps to their roadways, along with permit parking to prevent as much cut through traffic as possible, and also to prevent from cars parking within the project area as they wait for students to be released from school.

6.2 OYP TRAFFIC VOLUMES
OYP volumes include background traffic plus the addition of the traffic projected to be generated by the proposed project and traffic projected to be generated by cumulative developments in the vicinity of the proposed project. Cumulative developments are projects which are in various stages of planning, entitlement and construction. Since the proposed project is expected to be built and generating trips in 2023, OYP volumes include an ambient growth rate of 2% per year for two year, applied to existing volumes.

Exhibit 9 shows OYP AM and PM peak hour volumes at the study intersections. The cumulative projects were previously discussed in Section 4.5 Cumulative Projects Traffic.

OYP Volumes = (Existing (2021) Counts * 1.02^2) + Cumulative Projects Traffic + Project Traffic

6.3 OYP CONDITIONS INTERSECTION LEVEL OF SERVICE ANALYSIS OYP conditions AM and PM peak hour intersection analysis is shown in Table 7. HCM analysis sheets are provided in Appendix D.

Table 7:

Intersection Analysis – OYP Conditions
Intersection Control
Type
Peak
Hour
OY Conditions OYP Conditions
Delay1 LOS Delay1 LOS Change Deficient
#1 – Lyon Avenue/De Anza Drive AWSC AM 22.9 C 24.4 C 1.5 No PM 10.7 B 11.1 B 0.4 No
#2 – Lyon Avenue/Cottonwood Avenue AWSC AM 110.5 F 115.7 F 5.2 Yes PM 29.5 D 34.1 D 4.6 No
#3 – Lyon Avenue/Appaloosa Drive TWSC AM 70.7 F 174.1 F 103.4 Yes PM 14.3 B 17.8 C 3.5 No
#4 – Marilyn Dr/Estrella St TWSC AM 9.3 A 9.6 A 0.3 No
PM 9.3 A 9.6 A 0.3 No
Note: AWSC = All-Way Stop-Control, TWSC = Two-Way Stop-Control, Delay shown in seconds per vehicle. 1 = Per the Highway Capacity Manual 6th Edition, overall average delay and LOS are shown for signalized and all-way stop-controlled intersections. For intersections with one-or-two-way stop-control, the delay and LOS for the worst individual movement is shown.

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BAW21002 291 N. Lyon Traffic Impact Analysis 21|page
As shown in Table 7, the study intersections are projected to continue to operate at an acceptable LOS during the AM and PM peak hours for OYP conditions with the exception of the following intersection:
• #2 – Lyon Avenue/Cottonwood Avenue (AM Peak Hours);
• #3 – Lyon Avenue/Appaloosa Drive (AM Peak Hours).

6.4 OYP RECOMMENDED IMPROVEMENTS
The following improvements are recommended for OYP conditions see Table 8 below:

OYP Recommended Improvement #2 Lyon Avenue/Cottonwood Avenue – Change the control type from all way stop control intersection to a signalized intersection.

OYP Recommended Improvement #3 Lyon Avenue/Appaloosa Drive – Change the control type from two way stop control intersection to a signalized intersection.

Table 8:

Intersection Analysis – OYP Conditions with Recommended Improvements Intersection Control
Type
Peak
Hour
OY Conditions OYP Conditions
Delay1 LOS Delay1 LOS Change Deficient
#2 – Lyon Avenue/Cottonwood Avenue
AWSC AM 110.5 F 115.7 F 5.2 Yes
PM 29.5 D 34.1 D 4.6 No
SIGNAL AM - - 14.4 B (96.1) No
PM - - 13.2 B (16.3) No
#3 – Lyon Avenue/Appaloosa Drive
TWSC AM 70.7 F 174.1 F 103.4 Yes
PM 14.3 B 17.8 C 3.5 No
SIGNAL
AM - - 7.9 A (62.8) No
PM - - 4.0 A (10.3) No
1 = Per the Highway Capacity Manual 6th Edition, overall average delay and LOS are shown for all-way stop-controlled intersections.

Table 8, with the recommended improvements, the intersection is projected to operate at an acceptable/improved LOS for OYP conditions.

6.5 OYP SIGNAL WARRANT ANALYSIS
Traffic signal warrants for OYP conditions have been prepared based on peak-hour intersection volumes at the project site access location. The purpose of this analysis is to ensure the need for a signal that the project is proposing. Table 9 summarizes the results of the signal warrant analysis. Detailed warrant analysis sheets are contained in Appendix C.

Table 9:

Signal Warrant Analysis Opening Year plus Project (OYP) Conditions Intersection
Peak Hour Signal Warrant Met?
AM Peak Hour PM Peak Hour
2 Lyon Avenue Cottonwood Avenue Yes Yes
3 Lyon Avenue Appaloosa Drive No No

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BAW21002 291 N. Lyon Traffic Impact Analysis 23|page

7.0 FAIR SHARE
Transportation improvements throughout the County of Riverside are funded through a combination of direct project mitigation, fair share contributions or development impact fee programs such as the City’s adoption of the Transportation Uniform Mitigation Fee (TUMF) program and the City of San Jacinto Development Impact Fee (DIF) program. It is anticipated that the proposed project will be subject to the TUMF and City’s DIF. Identification and timing of needed improvements is generally determined through local jurisdictions based upon a variety of factors.

The project’s contribution to the aforementioned transportation/development impact fee programs or as a fair share contribution towards a cumulatively deficient facility not found to be covered by a pre-existing fee program should be considered sufficient to address the project’s fair share towards mitigation measure(s) designed to alleviate the cumulative deficiencies. Discussion of the relevant pre-existing transportation impact fee programs is provided in the section of this report.

The City Engineer will ultimately determine the improvements required at off-site intersections.

7.1 FAIR SHARE ANALYSIS
The proposed project could participate in the cost of off-site improvements through payment of City DIF and/or TUMF based on the current fees at the time of construction of the proposed project. The project’s contribution to the aforementioned transportation impact fee programs or as a fair share contribution towards a cumulatively deficient facility not found to be covered by a pre-existing fee program should be considered sufficient to address the project’s fair share towards mitigation measure(s) designed to alleviate cumulative project deficiencies. Table 10 calculates the proposed project’s fair share percentage at deficient intersections.

Table 10
Fair Share Calculations
Intersection
OYP AM & PM Peak Hour
Total Volume (B) Project Volume (A) Fair Share (A)/(A+B) #2 - Lyon Ave/Cottonwood Avenue 3126 103 3.20%
#3 - Lyon Ave/Appaloosa Drive 1923 162 7.78%

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BAW21002 291 N. Lyon Traffic Impact Analysis 24|page

8.0 VEHICLE MILES TRAVELED (VMT) ANALYSIS
Senate Bill (SB) 743 was adopted in 2013 requiring the Governor’s Office of Planning and Research (OPR) to identify new metrics for identifying and mitigating transportation impacts within the California Environmental Quality Act (CEQA). For land use projects, OPR has identified Vehicle Miles Traveled (VMT) as the new metric for transportation analysis under CEQA. The regulatory changes to the CEQA guidelines that implement SB 743 were approved on December 28th, 2018 with an implementation date of July 1st, 2020 as the new metric.

8.1 VEHICLE MILES TRAVELED (VMT) ANALYSIS
Consistent with the new metric of VMT for analysis of transportation impacts, this analysis follows VMT guidelines set forth by the City of San Jacinto Traffic Impact Analysis (TIA) Guidelines for Vehicle Miles Traveled (VMT) and Level of Service Assessment (June, 16st, 2020). For land use projects, using the WRCOG VMT Screening Tool the project is located in a low VMT area and is presumed to cause a less than significant impact.

Using the WRCOG VMT Screening Tool the project is located in a low VMT area; therefore the project is presumed to have a less than significant transportation impact per City guidelines see Figure 1 below.

Figure 1:

WRCOG VMT Screening Tool

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Packet Pg. 1417 Attachment: Appendix J - Trafic Impact Analysis (JA Bray Community T38202 (P21-076))

Appendices

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Packet Pg. 1418 Attachment: Appendix J - Trafic Impact Analysis (JA Bray Community T38202 (P21-076))

APPENDIX A
Scoping Agreement

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Packet Pg. 1419 Attachment: Appendix J - Trafic Impact Analysis (JA Bray Community T38202 (P21-076)) 1 Daniel Flores
From: John Pourkazemi <[email protected]>
Sent: Thursday, May 27, 2021 9:35 AM
To: David Chew
Cc: Thomas Wheat; Stuart McKibbin; Dan O'Rourke; Daniel Flores Subject: FW: 291 N Lyon Project - Traffic Review Scoping Attachments: Scoping Agreement - N Lyon Ave Residential 05252021.pdf Hello Daniel,
The scoping agreement is good.

Thank you,
John.

From: David Chew <[email protected]>
Sent: Wednesday, May 26, 2021 11:13 AM
To: John Pourkazemi <[email protected]>
Cc: Thomas Wheat <[email protected]>; Stuart McKibbin <[email protected]>; Daniel Flores <[email protected]>
Subject: RE: 291 N Lyon Project - Traffic Review Scoping Mimecast Attachment Protection has deemed this file to be safe, but always exercise caution when opening files.

Hi John,
Thanks for the response. We’ve revised the scoping agreement per the comments.

Please review and let me know if you have any questions/concerns.

Thank you,
David
David Chew|PTP
TJW ENGINEERING, INC.
d: (949) 536-8450
[email protected]
www.tjwengineering.com
From: John Pourkazemi <[email protected]>
Sent: Tuesday, May 25, 2021 10:47 AM
To: David Chew <[email protected]>
Cc: Thomas Wheat <[email protected]>; Stuart McKibbin <[email protected]> Subject: FW: 291 N Lyon Project - Traffic Review Scoping David,

4.1.y
Packet Pg. 1420 Attachment: Appendix J - Trafic Impact Analysis (JA Bray Community T38202 (P21-076)) 2 Please include the intersections of Cottonwood Avenue and Lyon Avenue and De Anza Drive and Lyon Avenue. And the study scenario shall include ambient growth and cumulative impacts.

Also, please evaluate the impact per City of San Jacinto’s adopted VMT guidelines, as attached.

Thank you,
John.

From: David Chew <[email protected]>
Sent: Monday, May 17, 2021 3:09 PM
To: John Pourkazemi <[email protected]>
Cc: Thomas Wheat <[email protected]>; William Inghram <[email protected]>; [email protected]; Derek Barbour <[email protected]>; Daniel Flores <[email protected]> Subject: RE: 291 N Lyon Project - Traffic Review Scoping Mimecast Attachment Protection has deemed this file to be safe, but always exercise caution when opening files.

Hi John,
We’ve revised the scoping agreement based on the revised site plan. Attached is the revised scoping agreement for your review.

Please let me know if you have any questions/concerns.

Thank you,
David
David Chew|PTP
TJW ENGINEERING, INC.
d: (949) 536-8450
[email protected]
www.tjwengineering.com
From: Thomas Wheat <[email protected]>
Sent: Wednesday, May 12, 2021 9:25 PM
To: David Chew <[email protected]>
Subject: Fwd: 291 N Lyon Project - Traffic Review Scoping Thank you,
Thomas
Thomas J. Wheat, PE TE
TJW Engineering, Inc.
9841 Irvine Center Drive
Suite 200
Irvine, CA 92618

4.1.y
Packet Pg. 1421 Attachment: Appendix J - Trafic Impact Analysis (JA Bray Community T38202 (P21-076)) 3 t: (949) 878-3509
f: (949) 878-3593
m: (949) 232-7913
[email protected]
www.tjwengineering.com
Begin forwarded message:

From: John Pourkazemi <[email protected]>
Date: May 12, 2021 at 6:16:25 PM PDT
To: Thomas Wheat <[email protected]>
Cc: William Inghram <[email protected]>
Subject: FW: 291 N Lyon Project - Traffic Review Scoping

Hello Thomas,

I’m not sure whether you worked on this. The layout for this tract has changed; there is only one opening to the tract aligned with Appalooza Drive and there is a connection to Estrella Street to the east of the project. Please check with Blaine Womer for the updated tract layout.

Please check for traffic warrant analysis for the intersection of Appalooza Drive/tract entry and Lyon Avenue. Also, would there be a need to analyze the intersections of Palm Avenue and De Anza Drive and Palm Avenue and Cottonwood Avenue?

Thank you,
John.

From: William Inghram <[email protected]>
Sent: Wednesday, May 12, 2021 11:17 AM
To: John Pourkazemi <[email protected]>
Cc: Stuart McKibbin <[email protected]>; [email protected]; Blaine Womer <[email protected]>
Subject: Fw: 291 N Lyon Project - Traffic Review Scoping

Mimecast Attachment Protection has deemed this file to be safe, but always exercise caution when opening files.

John - Per our discussion.

From: Derek Barbour <[email protected]>
Sent: Friday, April 9, 2021 11:32 AM
To: John Pourkazemi <[email protected]>
Cc: Stuart McKibbin <[email protected]>; [email protected] <[email protected]>; [email protected] <[email protected]>; Samantha Kuhns <[email protected]>; William Inghram <[email protected]> Subject: RE: 291 N Lyon Project - Traffic Review Scoping

John,

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Packet Pg. 1422 Attachment: Appendix J - Trafic Impact Analysis (JA Bray Community T38202 (P21-076)) 4 Hope you are gearing up for the weekend. I have a quick favor. Have you had a chance to review the traffic scoping that was sent over for our Lyon Ave project in San Jacinto from David at TJW?

I just wanted to make sure it didn’t get lost in the shuffle since I know everyone is crazy busy. If you have not had a chance to look at it, could you let me know when we might hear back on it so I can avoid pestering everyone?

Thanks,

DEREK BARBOUR
Vice President – Land

RICHLAND
3161 Michelson Drive, Suite 425, Irvine, CA 92615
Mobile: 714.932.0650
Email: [email protected]

From: Samantha Kuhns <[email protected]>
Sent: Monday, March 29, 2021 11:12 AM
To: Derek Barbour <[email protected]>
Subject: FW: 291 N Lyon Project

LOOP

Samantha Kuhns
Project Coordinator
Richland
3161 Michelson Drive, Suite 425
Irvine, CA 92612
Direct: (949) 383-4126
Fax: (949) 261-7016
Email: [email protected]

From: David Chew <[email protected]>
Sent: Monday, March 29, 2021 11:06 AM
To: White, Kevin <[email protected]>; John Pourkazemi <[email protected]> Cc: Samantha Kuhns <[email protected]>; John Schafer <[email protected]>
Subject: RE: 291 N Lyon Project

All,

We are checking in on the status of the scoping agreement review that was submitted at the beginning of March.

Please let us know if there’s any additional information that needs to be provided.

Thank you,

David

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Packet Pg. 1423 Attachment: Appendix J - Trafic Impact Analysis (JA Bray Community T38202 (P21-076)) 5 David Chew|PTP
TJW ENGINEERING, INC.
d: (949) 536-8450
[email protected]
www.tjwengineering.com

From: David Chew
Sent: Monday, March 15, 2021 3:36 PM
To: White, Kevin <[email protected]>; John Pourkazemi <[email protected]> Cc: Samantha Kuhns <[email protected]>; John Schafer <[email protected]>
Subject: RE: 291 N Lyon Project

Hi John,

Wanted to follow up on the status of the scoping agreement review. Were there any questions or clarification that we can assist with in the review process?

Thank you,

David
David Chew|PTP
TJW ENGINEERING, INC.
d: (949) 536-8450
[email protected]
www.tjwengineering.com

From: White, Kevin <[email protected]>
Sent: Thursday, March 4, 2021 2:20 PM
To: John Pourkazemi <[email protected]>; David Chew <[email protected]> Cc: Samantha Kuhns <[email protected]>; John Schafer <[email protected]>
Subject: RE: 291 N Lyon Project

Dave,
I am forwarding the scoping agreement to John Pourkazemi with our Engineering Department.

John,
Please review and provide your comments to David.

If you have any questions, please let me know.

Kevin White
Planning Manager
City of San Jacinto
595 S. San Jacinto Avenue
San Jacinto, CA 92583

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Packet Pg. 1424 Attachment: Appendix J - Trafic Impact Analysis (JA Bray Community T38202 (P21-076)) 6 P: 951.487-7330 EXT 306
F: 951.654.3728
[email protected]
www.sanjacintoca.gov

City of San Jacinto Office Hours:

Monday – Thursday, 8 am – 5 pm
*Closed all Fridays and Holidays
City Hall is currently closed to the public. Staff remains in the office and can be reached by telephone or email Monday – Thursday 8 am – 5 pm, closed holidays and every Friday.

From: David Chew <[email protected]>
Sent: Thursday, March 4, 2021 10:43 AM
To: White, Kevin <[email protected]>
Cc: Samantha Kuhns <[email protected]>; John Schafer <[email protected]>
Subject: 291 N Lyon Project

[NOTICE: This message originated outside of City of San Jacinto -- DO NOT CLICK on links or open attachments unless you are sure the content is safe.] Hi Kevin,

We’re working with Samantha/John on their residential project at 291 N Lyon. As we proceed with the project, we’re putting together a traffic impact analysis. We’ve pulled together the attached scoping agreement to be reviewed by the City for comment/approval.

Please let us know if you have any questions/concerns.

Thank you,

David
David Chew |PTP
TJW ENGINEERING, INC.
6 Venture
Suite 225
Irvine, CA 92618
t: (949) 878-3509
d: (949) 536-8450
[email protected]
www.tjwengineering.com

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Packet Pg. 1425 Attachment: Appendix J - Trafic Impact Analysis (JA Bray Community T38202 (P21-076)) TJW Engineering
6 Venture, Suite 225
Irvine, CA 92618 949-878-3509 [email protected] ITE Trip Generation Manual (10th Edition) Land Use Code 210 291 N Lyon Residential Project 291 N Lyon, San Jacinto, CA 135 Single-Family Residential Units LDR - Low Density Residential LDR - Low Density Residential RL RL Richland Developers, Inc. 3161 Michelson Drive, Suite 425 Irvine, CA 92612 949-383-4127 2023

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Packet Pg. 1426 Attachment: Appendix J - Trafic Impact Analysis (JA Bray Community T38202 (P21-076)) 25 75 100 84 50 134 X
X
X
X
The WRCOG screening tool was
used to determine that the project is located within a low-VMT generating area.

Per the City's VMT guidelines, projects located within a low VMT generating area are screened from VMT analysis.

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Packet Pg. 1427 Attachment: Appendix J - Trafic Impact Analysis (JA Bray Community T38202 (P21-076)) Study Intersections:
1) De Anza Dr / Lyon Ave
2) Cottonwood Ave / Lyon Ave
3) Appaloosa Dr / Lyon Ave
4) Estrella St / Marylin Dr
Study Scenarios:
1) Existing
2) Opening Year (Ambient Growth + Cumulative Projects)
3) Opening Year w/ Project
Traffic Counts:
-Due to COVID-19, will use a combination of new and historical traffic counts to establish existing conditions Trip Distribution:
-See attached

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Packet Pg. 1428 Attachment: Appendix J - Trafic Impact Analysis (JA Bray Community T38202 (P21-076)) BAW-21-002: 291 N Lyon Residential Traffic Impact Analysis Not to Scale 3|page Exhibit 1: Proposed Project Site Plan

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Packet Pg. 1429
Attachment: Appendix J - Trafic Impact Analysis (JA Bray Community T38202 (P21-076)) Legend:

Project Site
Study Intersection Location
1 BAW-21-002: 291 N Lyon Residential Traffic Impact Analysis Not to Scale Exhibit 2: Project Location and Proposed Trip Distribution #
2 20%3
4 10%20% 10% 25% 10% 15% 10% 20% 35% Project Trip Distribution ##% 4.1.y Packet Pg. 1430
Attachment: Appendix J - Trafic Impact Analysis (JA Bray Community T38202 (P21-076))

APPENDIX B

EXISTING TRAFFIC COUNTS

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Packet Pg. 1431 Attachment: Appendix J - Trafic Impact Analysis (JA Bray Community T38202 (P21-076)) File Name : 01_SJC_Lyon_De Anza AM
Site Code : 99921596
Start Date : 10/14/2021
Page No : 1
City of San Jacinto
N/S: Lyon Avenue
E/W: De Anza Drive
Weather: Clear
Groups Printed- Total Volume
Lyon Avenue
Southbound
De Anza Drive
Westbound
Lyon Avenue
Northbound
Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total 07:00 AM 5 55 60 35 19 54 67 61 128 242
07:15 AM 4 48 52 35 11 46 68 118 186 284
07:30 AM 5 45 50 27 12 39 54 41 95 184
07:45 AM 6 44 50 20 14 34 47 12 59 143
Total 20 192 212 117 56 173 236 232 468 853
08:00 AM 13 27 40 11 10 21 58 15 73 134
08:15 AM 15 34 49 10 12 22 41 15 56 127
08:30 AM 27 29 56 13 11 24 38 10 48 128
08:45 AM 8 28 36 10 14 24 32 11 43 103
Total 63 118 181 44 47 91 169 51 220 492
Grand Total 83 310 393 161 103 264 405 283 688 1345
Apprch % 21.1 78.9 61 39 58.9 41.1
Total % 6.2 23 29.2 12 7.7 19.6 30.1 21 51.2
Lyon Avenue
Southbound
De Anza Drive
Westbound
Lyon Avenue
Northbound
Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:00 AM
07:00 AM 5 55 60 35 19 54 67 61 128 242
07:15 AM 4 48 52 35 11 46 68 118 186 284
07:30 AM 5 45 50 27 12 39 54 41 95 184
07:45 AM 6 44 50 20 14 34 47 12 59 143
Total Volume 20 192 212 117 56 173 236 232 468 853
% App. Total 9.4 90.6 67.6 32.4 50.4 49.6
PHF .833 .873 .883 .836 .737 .801 .868 .492 .629 .751
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268

4.1.y
Packet Pg. 1432 Attachment: Appendix J - Trafic Impact Analysis (JA Bray Community T38202 (P21-076)) File Name : 01_SJC_Lyon_De Anza AM
Site Code : 99921596
Start Date : 10/14/2021
Page No : 2
City of San Jacinto
N/S: Lyon Avenue
E/W: De Anza Drive
Weather: Clear
Lyon Avenue
De Anza Drive
Lyon Avenue
Thru
192
Left
20 Out In Total
292 212 504
Right
56 Left
117
Out Total In
252 173 425
Thru
236
Right
232
Out In Total
309 468 777
Peak Hour Begins at 07:00 AM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:00 AM 07:00 AM 07:00 AM
+0 mins. 5 55 60 35 19 54 67 61 128
+15 mins. 4 48 52 35 11 46 68 118 186
+30 mins. 5 45 50 27 12 39 54 41 95
+45 mins. 6 44 50 20 14 34 47 12 59
Total Volume 20 192 212 117 56 173 236 232 468
% App. Total 9.4 90.6 67.6 32.4 50.4 49.6
PHF .833 .873 .883 .836 .737 .801 .868 .492 .629
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268

4.1.y
Packet Pg. 1433 Attachment: Appendix J - Trafic Impact Analysis (JA Bray Community T38202 (P21-076)) File Name : 01_SJC_Lyon_De Anza PM
Site Code : 99921596
Start Date : 10/14/2021
Page No : 1
City of San Jacinto
N/S: Lyon Avenue
E/W: De Anza Drive
Weather: Clear
Groups Printed- Total Volume
Lyon Avenue
Southbound
De Anza Drive
Westbound
Lyon Avenue
Northbound
Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total 04:00 PM 14 57 71 7 9 16 39 12 51 138
04:15 PM 7 62 69 6 8 14 37 22 59 142
04:30 PM 9 66 75 6 7 13 39 19 58 146
04:45 PM 8 55 63 9 9 18 52 26 78 159
Total 38 240 278 28 33 61 167 79 246 585
05:00 PM 14 48 62 12 15 27 68 19 87 176
05:15 PM 12 54 66 13 11 24 48 14 62 152
05:30 PM 14 55 69 15 8 23 46 18 64 156
05:45 PM 21 52 73 10 1 11 42 16 58 142
Total 61 209 270 50 35 85 204 67 271 626
Grand Total 99 449 548 78 68 146 371 146 517 1211
Apprch % 18.1 81.9 53.4 46.6 71.8 28.2
Total % 8.2 37.1 45.3 6.4 5.6 12.1 30.6 12.1 42.7
Lyon Avenue
Southbound
De Anza Drive
Westbound
Lyon Avenue
Northbound
Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM
04:45 PM 8 55 63 9 9 18 52 26 78 159
05:00 PM 14 48 62 12 15 27 68 19 87 176
05:15 PM 12 54 66 13 11 24 48 14 62 152
05:30 PM 14 55 69 15 8 23 46 18 64 156
Total Volume 48 212 260 49 43 92 214 77 291 643
% App. Total 18.5 81.5 53.3 46.7 73.5 26.5
PHF .857 .964 .942 .817 .717 .852 .787 .740 .836 .913
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268

4.1.y
Packet Pg. 1434 Attachment: Appendix J - Trafic Impact Analysis (JA Bray Community T38202 (P21-076)) File Name : 01_SJC_Lyon_De Anza PM
Site Code : 99921596
Start Date : 10/14/2021
Page No : 2
City of San Jacinto
N/S: Lyon Avenue
E/W: De Anza Drive
Weather: Clear
Lyon Avenue
De Anza Drive
Lyon Avenue
Thru
212
Left
48 Out In Total
257 260 517
Right
43 Left
49 Out Total In
125 92 217
Thru
214
Right
77 Out In Total
261 291 552
Peak Hour Begins at 04:45 PM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:00 PM 04:45 PM 04:45 PM
+0 mins. 14 57 71 9 9 18 52 26 78
+15 mins. 7 62 69 12 15 27 68 19 87
+30 mins. 9 66 75 13 11 24 48 14 62
+45 mins. 8 55 63 15 8 23 46 18 64
Total Volume 38 240 278 49 43 92 214 77 291
% App. Total 13.7 86.3 53.3 46.7 73.5 26.5
PHF .679 .909 .927 .817 .717 .852 .787 .740 .836
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268

4.1.y
Packet Pg. 1435 Attachment: Appendix J - Trafic Impact Analysis (JA Bray Community T38202 (P21-076)) File Name : 02_SJC_Lyon_Appaloosa AM
Site Code : 99921596
Start Date : 10/14/2021
Page No : 1
City of San Jacinto
N/S: Lyon Avenue
E/W: Appaloosa Drive
Weather: Clear
Groups Printed- Total Volume
Lyon Avenue
Southbound
Lyon Avenue
Northbound
Appaloosa Drive
Eastbound
Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total 07:00 AM 73 6 79 2 176 178 11 4 15 272
07:15 AM 94 13 107 8 188 196 14 1 15 318
07:30 AM 76 6 82 0 79 79 6 4 10 171
07:45 AM 67 3 70 2 62 64 4 3 7 141
Total 310 28 338 12 505 517 35 12 47 902
08:00 AM 37 1 38 1 67 68 2 2 4 110
08:15 AM 43 1 44 0 54 54 1 2 3 101
08:30 AM 35 3 38 0 42 42 2 1 3 83
08:45 AM 48 0 48 0 41 41 2 1 3 92
Total 163 5 168 1 204 205 7 6 13 386
Grand Total 473 33 506 13 709 722 42 18 60 1288
Apprch % 93.5 6.5 1.8 98.2 70 30
Total % 36.7 2.6 39.3 1 55 56.1 3.3 1.4 4.7
Lyon Avenue
Southbound
Lyon Avenue
Northbound
Appaloosa Drive
Eastbound
Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:00 AM
07:00 AM 73 6 79 2 176 178 11 4 15 272
07:15 AM 94 13 107 8 188 196 14 1 15 318
07:30 AM 76 6 82 0 79 79 6 4 10 171
07:45 AM 67 3 70 2 62 64 4 3 7 141
Total Volume 310 28 338 12 505 517 35 12 47 902
% App. Total 91.7 8.3 2.3 97.7 74.5 25.5
PHF .824 .538 .790 .375 .672 .659 .625 .750 .783 .709
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268

4.1.y
Packet Pg. 1436 Attachment: Appendix J - Trafic Impact Analysis (JA Bray Community T38202 (P21-076)) File Name : 02_SJC_Lyon_Appaloosa AM
Site Code : 99921596
Start Date : 10/14/2021
Page No : 2
City of San Jacinto
N/S: Lyon Avenue
E/W: Appaloosa Drive
Weather: Clear
Lyon Avenue
Appaloosa Drive
Lyon Avenue
Right
28 Thru
310
Out In Total
540 338 878
Left
12 Thru
505
Out In Total
322 517 839
Left
35 Right
12 Total Out In
40 47 87
Peak Hour Begins at 07:00 AM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:00 AM 07:00 AM 07:00 AM
+0 mins. 73 6 79 2 176 178 11 4 15
+15 mins. 94 13 107 8 188 196 14 1 15
+30 mins. 76 6 82 0 79 79 6 4 10
+45 mins. 67 3 70 2 62 64 4 3 7
Total Volume 310 28 338 12 505 517 35 12 47
% App. Total 91.7 8.3 2.3 97.7 74.5 25.5
PHF .824 .538 .790 .375 .672 .659 .625 .750 .783
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268

4.1.y
Packet Pg. 1437 Attachment: Appendix J - Trafic Impact Analysis (JA Bray Community T38202 (P21-076)) File Name : 02_SJC_Lyon_Appaloosa PM
Site Code : 99921596
Start Date : 10/14/2021
Page No : 1
City of San Jacinto
N/S: Lyon Avenue
E/W: Appaloosa Drive
Weather: Clear
Groups Printed- Total Volume
Lyon Avenue
Southbound
Lyon Avenue
Northbound
Appaloosa Drive
Eastbound
Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total 04:00 PM 71 3 74 0 56 56 0 1 1 131
04:15 PM 72 2 74 1 54 55 2 0 2 131
04:30 PM 72 1 73 0 51 51 2 0 2 126
04:45 PM 93 2 95 5 57 62 1 1 2 159
Total 308 8 316 6 218 224 5 2 7 547
05:00 PM 60 0 60 1 80 81 2 2 4 145
05:15 PM 72 2 74 1 60 61 2 1 3 138
05:30 PM 74 1 75 0 63 63 3 2 5 143
05:45 PM 60 1 61 0 60 60 2 0 2 123
Total 266 4 270 2 263 265 9 5 14 549
Grand Total 574 12 586 8 481 489 14 7 21 1096
Apprch % 98 2 1.6 98.4 66.7 33.3
Total % 52.4 1.1 53.5 0.7 43.9 44.6 1.3 0.6 1.9
Lyon Avenue
Southbound
Lyon Avenue
Northbound
Appaloosa Drive
Eastbound
Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM
04:45 PM 93 2 95 5 57 62 1 1 2 159
05:00 PM 60 0 60 1 80 81 2 2 4 145
05:15 PM 72 2 74 1 60 61 2 1 3 138
05:30 PM 74 1 75 0 63 63 3 2 5 143
Total Volume 299 5 304 7 260 267 8 6 14 585
% App. Total 98.4 1.6 2.6 97.4 57.1 42.9
PHF .804 .625 .800 .350 .813 .824 .667 .750 .700 .920
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268

4.1.y
Packet Pg. 1438 Attachment: Appendix J - Trafic Impact Analysis (JA Bray Community T38202 (P21-076)) File Name : 02_SJC_Lyon_Appaloosa PM
Site Code : 99921596
Start Date : 10/14/2021
Page No : 2
City of San Jacinto
N/S: Lyon Avenue
E/W: Appaloosa Drive
Weather: Clear
Lyon Avenue
Appaloosa Drive
Lyon Avenue
Right
5 Thru
299
Out In Total
268 304 572
Left
7 Thru
260
Out In Total
305 267 572
Left
8 Right
6 Total Out In
12 14 26
Peak Hour Begins at 04:45 PM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:00 PM 04:45 PM 04:45 PM
+0 mins. 71 3 74 5 57 62 1 1 2
+15 mins. 72 2 74 1 80 81 2 2 4
+30 mins. 72 1 73 1 60 61 2 1 3
+45 mins. 93 2 95 0 63 63 3 2 5
Total Volume 308 8 316 7 260 267 8 6 14
% App. Total 97.5 2.5 2.6 97.4 57.1 42.9
PHF .828 .667 .832 .350 .813 .824 .667 .750 .700
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268

4.1.y
Packet Pg. 1439 Attachment: Appendix J - Trafic Impact Analysis (JA Bray Community T38202 (P21-076)) File Name : 03_SJC_Lyon_Cottonwood AM
Site Code : 99921596
Start Date : 10/14/2021
Page No : 1
City of San Jacinto
N/S: Lyon Avenue
E/W: Cottonwood Avenue
Weather: Clear
Groups Printed- Total Volume
Lyon Avenue
Southbound
Cottonwood Avenue
Westbound
Lyon Avenue
Northbound
Cottonwood Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 16 29 32 77 3 22 67 92 9 60 3 72 56 42 2 100 341 07:15 AM 14 34 51 99 1 30 61 92 7 61 5 73 72 77 3 152 416 07:30 AM 12 40 31 83 8 66 14 88 9 38 7 54 26 91 4 121 346 07:45 AM 8 34 27 69 8 90 5 103 10 36 6 52 23 88 5 116 340 Total 50 137 141 328 20 208 147 375 35 195 21 251 177 298 14 489 1443 08:00 AM 3 22 15 40 4 65 6 75 7 45 2 54 20 70 3 93 262
08:15 AM 3 28 15 46 5 59 2 66 8 40 3 51 13 54 5 72 235
08:30 AM 2 23 11 36 6 53 4 63 4 26 7 37 9 41 5 55 191
08:45 AM 7 31 11 49 6 36 2 44 6 30 2 38 9 44 8 61 192
Total 15 104 52 171 21 213 14 248 25 141 14 180 51 209 21 281 880 Grand Total 65 241 193 499 41 421 161 623 60 336 35 431 228 507 35 770 2323 Apprch % 13 48.3 38.7 6.6 67.6 25.8 13.9 78 8.1 29.6 65.8 4.5 Total % 2.8 10.4 8.3 21.5 1.8 18.1 6.9 26.8 2.6 14.5 1.5 18.6 9.8 21.8 1.5 33.1 Lyon Avenue
Southbound
Cottonwood Avenue
Westbound
Lyon Avenue
Northbound
Cottonwood Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:00 AM
07:00 AM 16 29 32 77 3 22 67 92 9 60 3 72 56 42 2 100 341 07:15 AM 14 34 51 99 1 30 61 92 7 61 5 73 72 77 3 152 416 07:30 AM 12 40 31 83 8 66 14 88 9 38 7 54 26 91 4 121 346 07:45 AM 8 34 27 69 8 90 5 103 10 36 6 52 23 88 5 116 340 Total Volume 50 137 141 328 20 208 147 375 35 195 21 251 177 298 14 489 1443 % App. Total 15.2 41.8 43 5.3 55.5 39.2 13.9 77.7 8.4 36.2 60.9 2.9 PHF .781 .856 .691 .828 .625 .578 .549 .910 .875 .799 .750 .860 .615 .819 .700 .804 .867 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268

4.1.y
Packet Pg. 1440 Attachment: Appendix J - Trafic Impact Analysis (JA Bray Community T38202 (P21-076)) File Name : 03_SJC_Lyon_Cottonwood AM
Site Code : 99921596
Start Date : 10/14/2021
Page No : 2
City of San Jacinto
N/S: Lyon Avenue
E/W: Cottonwood Avenue
Weather: Clear
Lyon Avenue
Cottonwood Avenue
Cottonwood Avenue
Lyon Avenue
Right
141
Thru
137
Left
50 Out In Total
519 328 847
Right
147
Thru
208
Left
20 Out Total In
369 375 744
Left
35 Thru
195
Right
21 Out In Total
171 251 422
Left
177
Thru
298
Right
14 Total Out In
384 489 873
Peak Hour Begins at 07:00 AM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:00 AM 07:00 AM 07:00 AM 07:00 AM
+0 mins. 16 29 32 77 3 22 67 92 9 60 3 72 56 42 2 100
+15 mins. 14 34 51 99 1 30 61 92 7 61 5 73 72 77 3 152
+30 mins. 12 40 31 83 8 66 14 88 9 38 7 54 26 91 4 121
+45 mins. 8 34 27 69 8 90 5 103 10 36 6 52 23 88 5 116
Total Volume 50 137 141 328 20 208 147 375 35 195 21 251 177 298 14 489 % App. Total 15.2 41.8 43 5.3 55.5 39.2 13.9 77.7 8.4 36.2 60.9 2.9 PHF .781 .856 .691 .828 .625 .578 .549 .910 .875 .799 .750 .860 .615 .819 .700 .804 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268

4.1.y
Packet Pg. 1441 Attachment: Appendix J - Trafic Impact Analysis (JA Bray Community T38202 (P21-076)) File Name : 03_SJC_Lyon_Cottonwood PM
Site Code : 99921596
Start Date : 10/14/2021
Page No : 1
City of San Jacinto
N/S: Lyon Avenue
E/W: Cottonwood Avenue
Weather: Clear
Groups Printed- Total Volume
Lyon Avenue
Southbound
Cottonwood Avenue
Westbound
Lyon Avenue
Northbound
Cottonwood Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 6 47 18 71 6 70 4 80 6 32 11 49 16 69 10 95 295 04:15 PM 6 43 20 69 7 67 5 79 6 33 8 47 21 71 9 101 296 04:30 PM 4 53 17 74 6 55 5 66 8 32 4 44 13 72 7 92 276
04:45 PM 9 57 28 94 5 49 11 65 8 38 3 49 17 66 5 88 296 Total 25 200 83 308 24 241 25 290 28 135 26 189 67 278 31 376 1163 05:00 PM 3 40 19 62 6 63 6 75 10 56 10 76 14 60 8 82 295 05:15 PM 4 51 20 75 3 66 3 72 8 40 6 54 19 68 8 95 296
05:30 PM 7 44 24 75 3 67 6 76 11 41 2 54 15 84 8 107 312 05:45 PM 7 41 13 61 8 51 5 64 9 43 3 55 14 81 6 101 281 Total 21 176 76 273 20 247 20 287 38 180 21 239 62 293 30 385 1184 Grand Total 46 376 159 581 44 488 45 577 66 315 47 428 129 571 61 761 2347 Apprch % 7.9 64.7 27.4 7.6 84.6 7.8 15.4 73.6 11 17 75 8 Total % 2 16 6.8 24.8 1.9 20.8 1.9 24.6 2.8 13.4 2 18.2 5.5 24.3 2.6 32.4 Lyon Avenue
Southbound
Cottonwood Avenue
Westbound
Lyon Avenue
Northbound
Cottonwood Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM
04:45 PM 9 57 28 94 5 49 11 65 8 38 3 49 17 66 5 88 296 05:00 PM 3 40 19 62 6 63 6 75 10 56 10 76 14 60 8 82 295 05:15 PM 4 51 20 75 3 66 3 72 8 40 6 54 19 68 8 95 296
05:30 PM 7 44 24 75 3 67 6 76 11 41 2 54 15 84 8 107 312 Total Volume 23 192 91 306 17 245 26 288 37 175 21 233 65 278 29 372 1199 % App. Total 7.5 62.7 29.7 5.9 85.1 9 15.9 75.1 9 17.5 74.7 7.8 PHF .639 .842 .813 .814 .708 .914 .591 .947 .841 .781 .525 .766 .855 .827 .906 .869 .961 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268

4.1.y
Packet Pg. 1442 Attachment: Appendix J - Trafic Impact Analysis (JA Bray Community T38202 (P21-076)) File Name : 03_SJC_Lyon_Cottonwood PM
Site Code : 99921596
Start Date : 10/14/2021
Page No : 2
City of San Jacinto
N/S: Lyon Avenue
E/W: Cottonwood Avenue
Weather: Clear
Lyon Avenue
Cottonwood Avenue
Cottonwood Avenue
Lyon Avenue
Right
91 Thru
192
Left
23 Out In Total
266 306 572
Right
26 Thru
245
Left
17 Out Total In
322 288 610
Left
37 Thru
175
Right
21 Out In Total
238 233 471
Left
65 Thru
278
Right
29 Total Out In
373 372 745
Peak Hour Begins at 04:45 PM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:00 PM 04:00 PM 05:00 PM 05:00 PM
+0 mins. 6 47 18 71 6 70 4 80 10 56 10 76 14 60 8 82
+15 mins. 6 43 20 69 7 67 5 79 8 40 6 54 19 68 8 95
+30 mins. 4 53 17 74 6 55 5 66 11 41 2 54 15 84 8 107
+45 mins. 9 57 28 94 5 49 11 65 9 43 3 55 14 81 6 101
Total Volume 25 200 83 308 24 241 25 290 38 180 21 239 62 293 30 385 % App. Total 8.1 64.9 26.9 8.3 83.1 8.6 15.9 75.3 8.8 16.1 76.1 7.8 PHF .694 .877 .741 .819 .857 .861 .568 .906 .864 .804 .525 .786 .816 .872 .938 .900 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268

4.1.y
Packet Pg. 1443 Attachment: Appendix J - Trafic Impact Analysis (JA Bray Community T38202 (P21-076)) File Name : 04_SJC_Marilyn_Estrella AM
Site Code : 99921596
Start Date : 10/14/2021
Page No : 1
City of San Jacinto
N/S: Marilyn Drive
E/W: Estrella Street
Weather: Clear
Groups Printed- Total Volume
Marilyn Drive
Southbound
Estrella Street
Westbound
Marilyn Drive
Northbound
Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total 07:00 AM 9 0 9 4 3 7 0 3 3 19
07:15 AM 5 0 5 4 2 6 2 4 6 17
07:30 AM 7 0 7 1 7 8 0 4 4 19
07:45 AM 12 0 12 1 6 7 0 3 3 22
Total 33 0 33 10 18 28 2 14 16 77
08:00 AM 9 1 10 2 4 6 0 2 2 18
08:15 AM 5 0 5 1 5 6 2 5 7 18
08:30 AM 1 0 1 4 4 8 1 2 3 12
08:45 AM 3 0 3 1 3 4 0 1 1 8
Total 18 1 19 8 16 24 3 10 13 56
Grand Total 51 1 52 18 34 52 5 24 29 133
Apprch % 98.1 1.9 34.6 65.4 17.2 82.8
Total % 38.3 0.8 39.1 13.5 25.6 39.1 3.8 18 21.8
Marilyn Drive
Southbound
Estrella Street
Westbound
Marilyn Drive
Northbound
Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:00 AM
07:00 AM 9 0 9 4 3 7 0 3 3 19
07:15 AM 5 0 5 4 2 6 2 4 6 17
07:30 AM 7 0 7 1 7 8 0 4 4 19
07:45 AM 12 0 12 1 6 7 0 3 3 22
Total Volume 33 0 33 10 18 28 2 14 16 77
% App. Total 100 0 35.7 64.3 12.5 87.5
PHF .688 .000 .688 .625 .643 .875 .250 .875 .667 .875
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268

4.1.y
Packet Pg. 1444 Attachment: Appendix J - Trafic Impact Analysis (JA Bray Community T38202 (P21-076)) File Name : 04_SJC_Marilyn_Estrella AM
Site Code : 99921596
Start Date : 10/14/2021
Page No : 2
City of San Jacinto
N/S: Marilyn Drive
E/W: Estrella Street
Weather: Clear
Marilyn Drive
Estrella Street
Marilyn Drive
Thru
0 Left
33 Out In Total
20 33 53
Right
18 Left
10 Out Total In
47 28 75
Thru
2 Right
14 Out In Total
10 16 26
Peak Hour Begins at 07:00 AM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:15 AM 07:00 AM 07:00 AM
+0 mins. 5 0 5 4 3 7 0 3 3
+15 mins. 7 0 7 4 2 6 2 4 6
+30 mins. 12 0 12 1 7 8 0 4 4
+45 mins. 9 1 10 1 6 7 0 3 3
Total Volume 33 1 34 10 18 28 2 14 16
% App. Total 97.1 2.9 35.7 64.3 12.5 87.5
PHF .688 .250 .708 .625 .643 .875 .250 .875 .667
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268

4.1.y
Packet Pg. 1445 Attachment: Appendix J - Trafic Impact Analysis (JA Bray Community T38202 (P21-076)) File Name : 04_SJC_Marilyn_Estrella PM
Site Code : 99921596
Start Date : 10/14/2021
Page No : 1
City of San Jacinto
N/S: Marilyn Drive
E/W: Estrella Street
Weather: Clear
Groups Printed- Total Volume
Marilyn Drive
Southbound
Estrella Street
Westbound
Marilyn Drive
Northbound
Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total 04:00 PM 4 1 5 2 10 12 0 2 2 19
04:15 PM 11 0 11 1 5 6 0 1 1 18
04:30 PM 3 2 5 0 8 8 3 3 6 19
04:45 PM 8 2 10 5 1 6 1 2 3 19
Total 26 5 31 8 24 32 4 8 12 75
05:00 PM 4 0 4 1 6 7 0 1 1 12
05:15 PM 6 1 7 2 12 14 1 1 2 23
05:30 PM 8 0 8 0 8 8 0 1 1 17
05:45 PM 8 0 8 2 8 10 0 0 0 18
Total 26 1 27 5 34 39 1 3 4 70
Grand Total 52 6 58 13 58 71 5 11 16 145
Apprch % 89.7 10.3 18.3 81.7 31.2 68.8
Total % 35.9 4.1 40 9 40 49 3.4 7.6 11
Marilyn Drive
Southbound
Estrella Street
Westbound
Marilyn Drive
Northbound
Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM
04:00 PM 4 1 5 2 10 12 0 2 2 19
04:15 PM 11 0 11 1 5 6 0 1 1 18
04:30 PM 3 2 5 0 8 8 3 3 6 19
04:45 PM 8 2 10 5 1 6 1 2 3 19
Total Volume 26 5 31 8 24 32 4 8 12 75
% App. Total 83.9 16.1 25 75 33.3 66.7
PHF .591 .625 .705 .400 .600 .667 .333 .667 .500 .987
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268

4.1.y
Packet Pg. 1446 Attachment: Appendix J - Trafic Impact Analysis (JA Bray Community T38202 (P21-076)) File Name : 04_SJC_Marilyn_Estrella PM
Site Code : 99921596
Start Date : 10/14/2021
Page No : 2
City of San Jacinto
N/S: Marilyn Drive
E/W: Estrella Street
Weather: Clear
Marilyn Drive
Estrella Street
Marilyn Drive
Thru
5 Left
26 Out In Total
28 31 59
Right
24 Left
8 Out Total In
34 32 66
Thru
4 Right
8 Out In Total
13 12 25
Peak Hour Begins at 04:00 PM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:00 PM 05:00 PM 04:00 PM
+0 mins. 4 1 5 1 6 7 0 2 2
+15 mins. 11 0 11 2 12 14 0 1 1
+30 mins. 3 2 5 0 8 8 3 3 6
+45 mins. 8 2 10 2 8 10 1 2 3
Total Volume 26 5 31 5 34 39 4 8 12
% App. Total 83.9 16.1 12.8 87.2 33.3 66.7
PHF .591 .625 .705 .625 .708 .696 .333 .667 .500
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268

4.1.y
Packet Pg. 1447 Attachment: Appendix J - Trafic Impact Analysis (JA Bray Community T38202 (P21-076))

APPENDIX C

SIGNAL WARRANT ANALYSIS WORKSHEETS

4.1.y
Packet Pg. 1448 Attachment: Appendix J - Trafic Impact Analysis (JA Bray Community T38202 (P21-076)) 3/23/2022
Peak Hour: AM
Major Street: Minor Street:
1075 73
2 1
* Note:

Lower Threshold Volume for a Minor Street Approach with One Lane.

Source: MUTCD 2014 California Supplement Including Revision 3 (March 9, 2018) Prepared by TJW Engineering, Inc.

Lyon Avenue/Appaloosa Drive
Number of Approach Lanes:
100 vph Applies as the Lower Threshold Volume for a Minor Street Approach with Two or More Lanes and 75 vph Applies as the OYP Conditions
AM Peak Hour Volume Warrant
Appaloosa Drive

OYP CONDITIONS PEAK HOUR VOLUME WARRANT
Total of Both Approaches (VPH):

Number of Approach Lanes:

RURAL CONDITIONS
Lyon Avenue
(COMMUNITY LESS THAN 10,000 POPULATION OR ABOVE 70 km/h (40 mph) ON MAJOR STREET)

SIGNAL WARRANT NOT SATISFIED
Higher Volume Approach (VPH):
0 50
100
150
200
250
300
350
400
450
500
300 400 500 600 700 800 900 1000 1100 1200 1300
Minor Street-Higher Volume Approach (VPH)
Major Street-Total of Both Approaches (VPH)
Figure 4C-4. Peak Hour Warrant (Rural)
1 Lane Major & 1 Lane Minor
2 or More Lanes Major & 1 Lane Minor
2 or More Lanes Major & 2 or More Lanes Minor
Major Street
Minor Street
*
*

4.1.y
Packet Pg. 1449 Attachment: Appendix J - Trafic Impact Analysis (JA Bray Community T38202 (P21-076)) 3/23/2022
Peak Hour: AM
Major Street: Minor Street:
722 564
4 3
* Note:

Lower Threshold Volume for a Minor Street Approach with One Lane.

Source: MUTCD 2014 California Supplement Including Revision 3 (March 9, 2018) Prepared by TJW Engineering, Inc.

Cottonwood Avenue

OYP CONDITIONS PEAK HOUR VOLUME WARRANT
Total of Both Approaches (VPH):

Number of Approach Lanes:

RURAL CONDITIONS
Lyon Avenue
(COMMUNITY LESS THAN 10,000 POPULATION OR ABOVE 70 km/h (40 mph) ON MAJOR STREET)

SIGNAL WARRANT SATISFIED
Higher Volume Approach (VPH):

Lyon Avenue/Cottonwood Avenue
Number of Approach Lanes:
100 vph Applies as the Lower Threshold Volume for a Minor Street Approach with Two or More Lanes and 75 vph Applies as the OYP Conditions
AM Peak Hour Volume Warrant
0 100
200
300
400
500
600
300 400 500 600 700 800 900 1000 1100 1200 1300
Minor Street-Higher Volume Approach (VPH)
Major Street-Total of Both Approaches (VPH)
Figure 4C-4. Peak Hour Warrant (Rural)
1 Lane Major & 1 Lane Minor
2 or More Lanes Major & 1 Lane Minor
2 or More Lanes Major & 2 or More Lanes Minor
Major Street
Minor Street
*
*

4.1.y
Packet Pg. 1450 Attachment: Appendix J - Trafic Impact Analysis (JA Bray Community T38202 (P21-076)) 3/23/2022
Peak Hour: PM
Major Street: Minor Street:
702 38
2 1
* Note:

Lower Threshold Volume for a Minor Street Approach with One Lane.

Source: MUTCD 2014 California Supplement Including Revision 3 (March 9, 2018) Prepared by TJW Engineering, Inc.

OYP CONDITIONS PEAK HOUR VOLUME WARRANT
Total of Both Approaches (VPH):

Number of Approach Lanes:

RURAL CONDITIONS
Lyon Avenue
(COMMUNITY LESS THAN 10,000 POPULATION OR ABOVE 70 km/h (40 mph) ON MAJOR STREET)

4.1.y
Packet Pg. 1451 Attachment: Appendix J - Trafic Impact Analysis (JA Bray Community T38202 (P21-076)) 3/23/2022
Peak Hour: PM
Major Street: Minor Street:
526 430
4 3
* Note:

Lower Threshold Volume for a Minor Street Approach with One Lane.

Source: MUTCD 2014 California Supplement Including Revision 3 (March 9, 2018) Prepared by TJW Engineering, Inc.

Cottonwood Avenue

OYP CONDITIONS PEAK HOUR VOLUME WARRANT
Total of Both Approaches (VPH):

Number of Approach Lanes:

RURAL CONDITIONS
Lyon Avenue
(COMMUNITY LESS THAN 10,000 POPULATION OR ABOVE 70 km/h (40 mph) ON MAJOR STREET)

SIGNAL WARRANT SATISFIED
Higher Volume Approach (VPH):

Lyon Avenue/Cottonwood Avenue
Number of Approach Lanes:
100 vph Applies as the Lower Threshold Volume for a Minor Street Approach with Two or More Lanes and 75 vph Applies as the OYP Conditions
PM Peak Hour Volume Warrant
0 50
100
150
200
250
300
350
400
450
500
300 400 500 600 700 800 900 1000 1100 1200 1300
Minor Street-Higher Volume Approach (VPH)
Major Street-Total of Both Approaches (VPH)
Figure 4C-4. Peak Hour Warrant (Rural)
1 Lane Major & 1 Lane Minor
2 or More Lanes Major & 1 Lane Minor
2 or More Lanes Major & 2 or More Lanes Minor
Major Street
Minor Street
*
*

4.1.y
Packet Pg. 1452 Attachment: Appendix J - Trafic Impact Analysis (JA Bray Community T38202 (P21-076))

APPENDIX D

HCM ANALYSIS WORKSHEETS

4.1.y
Packet Pg. 1453 Attachment: Appendix J - Trafic Impact Analysis (JA Bray Community T38202 (P21-076)) EXISTING PROJECT BASELINE (2021) CONDITIONS

4.1.y
Packet Pg. 1454 Attachment: Appendix J - Trafic Impact Analysis (JA Bray Community T38202 (P21-076)) Intersection Analysis Summary
Report File: C:\...\E AM.pdf 3/17/2022
Vistro File: C:\...\Base.vistro Scenario 1 E AM
291 N Lyon Residential Project
V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst (highest) delay value. For all other control types, they are taken for the whole intersection.

NB Thru 0.002 9.3 A
HCM 6th
Edition 4 Marilyn Dr/Estrella St Two-way stop
EB Left 0.244 28.4 D
HCM 6th
Edition 3 Lyon Ave/Appaloosa Dr Two-way stop
WB Thru 1.083 49.9 E
HCM 6th
Edition 2 Lyon Ave/Cottonwood Ave All-way stop
NB Thru 0.493 12.6 B
HCM 6th
Edition 1 Lyon Ave/De Anza Dr All-way stop
ID Intersection Name Control Type Method Worst Mvmt V/C Delay (s/veh) LOS 1 3/17/2022
Scenario 1: 1 E AM
291 N Lyon Residential Project
Version 2022 (SP 0-0) TJW Engineering, Inc.

Generated with

4.1.y
Packet Pg. 1455 Attachment: Appendix J - Trafic Impact Analysis (JA Bray Community T38202 (P21-076)) Volume to Capacity (v/c): 0.493
Level Of Service: B
Delay (sec / veh): 12.6
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: All-way stop
Intersection 1: Lyon Ave/De Anza Dr
Intersection Level Of Service Report
Crosswalk No No No
Grade [%] 0.00 0.00 0.00
Speed [mph] 45.00 50.00 40.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00
No. of Lanes in Exit Pocket 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 1 0 0 0 1
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00
Turning Movement Thru Right Left Thru Left Right
Lane Configuration
Approach Northbound Southbound Westbound
Name Lyon Avenue Lyon Avenue De Anza Dr
Intersection Setup
Pedestrian Volume [ped/h] 0 0 0
Total Analysis Volume [veh/h] 314 309 27 256 156 75
Total 15-Minute Volume [veh/h] 79 77 7 64 39 19
Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.7510 0.7510 0.7510 0.7510 0.7510 0.7510 Total Hourly Volume [veh/h] 236 232 20 192 117 56
Other Volume [veh/h] 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0
Pass-by Trips [veh/h] 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 0.00 0.00 0.00 0.00 0.00 0.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 236 232 20 192 117 56
Name Lyon Avenue Lyon Avenue De Anza Dr
Volumes
2 3/17/2022
Scenario 1: 1 E AM
291 N Lyon Residential Project
Version 2022 (SP 0-0) TJW Engineering, Inc.

Generated with

4.1.y
Packet Pg. 1456 Attachment: Appendix J - Trafic Impact Analysis (JA Bray Community T38202 (P21-076)) Intersection LOS B
Intersection Delay [s/veh] 12.59
Approach LOS B B B
Approach Delay [s/veh] 12.48 13.47 11.80
95th-Percentile Queue Length [ft] 68.23 53.09 59.00 32.42 10.44 95th-Percentile Queue Length [veh] 2.73 2.12 2.36 1.30 0.42 Movement, Approach, & Intersection Results
Degree of Utilization, x 0.49 0.42 0.45 0.31 0.12
Capacity per Entry Lane [veh/h] 637 729 624 507 611
Lanes
Intersection Settings
3 3/17/2022
Scenario 1: 1 E AM
291 N Lyon Residential Project
Version 2022 (SP 0-0) TJW Engineering, Inc.

Generated with

4.1.y
Packet Pg. 1457 Attachment: Appendix J - Trafic Impact Analysis (JA Bray Community T38202 (P21-076)) Volume to Capacity (v/c): 1.083
Level Of Service: E
Delay (sec / veh): 49.9
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: All-way stop
Intersection 2: Lyon Ave/Cottonwood Ave
Intersection Level Of Service Report
Crosswalk No Yes No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 50.00 30.00 45.00 45.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 1 0 0 1 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Lyon Avenue Lyon Avenue Conttonwood Avenue Conttonwood Avenue Intersection Setup
Pedestrian Volume [ped/h] 0 0 0 0
Total Analysis Volume [veh/h] 40 225 24 58 158 163 204 344 16 23 240 170 Total 15-Minute Volume [veh/h] 10 56 6 14 40 41 51 86 4 6 60 42 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.8670 0.8670 0.8670 0.8670 0.8670 0.8670 0.8670 0.8670 0.8670 0.8670 0.8670 0.8670 Total Hourly Volume [veh/h] 35 195 21 50 137 141 177 298 14 20 208 147 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 35 195 21 50 137 141 177 298 14 20 208 147 Name Lyon Avenue Lyon Avenue Conttonwood Avenue Conttonwood Avenue Volumes
4 3/17/2022
Scenario 1: 1 E AM
291 N Lyon Residential Project
Version 2022 (SP 0-0) TJW Engineering, Inc.

Generated with

4.1.y
Packet Pg. 1458 Attachment: Appendix J - Trafic Impact Analysis (JA Bray Community T38202 (P21-076)) Intersection LOS E
Intersection Delay [s/veh] 49.92
Approach LOS E C E F
Approach Delay [s/veh] 35.72 16.32 41.68 99.53
95th-Percentile Queue Length [ft] 150.57 13.42 46.37 43.23 76.31 231.70 374.66 95th-Percentile Queue Length [veh] 6.02 0.54 1.85 1.73 3.05 9.27 14.99 Movement, Approach, & Intersection Results
Degree of Utilization, x 0.75 0.15 0.40 0.38 0.54 0.89 1.08 Capacity per Entry Lane [veh/h] 385 378 399 432 380 403 433 Lanes
Intersection Settings
5 3/17/2022
Scenario 1: 1 E AM
291 N Lyon Residential Project
Version 2022 (SP 0-0) TJW Engineering, Inc.

Generated with

4.1.y
Packet Pg. 1459 Attachment: Appendix J - Trafic Impact Analysis (JA Bray Community T38202 (P21-076)) Volume to Capacity (v/c): 0.244
Level Of Service: D
Delay (sec / veh): 28.4
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Two-way stop
Intersection 3: Lyon Ave/Appaloosa Dr
Intersection Level Of Service Report
Crosswalk No No No
Grade [%] 0.00 0.00 0.00
Speed [mph] 50.00 50.00 15.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00
No. of Lanes in Exit Pocket 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00
Turning Movement Left Thru Thru Right Left Right
Lane Configuration
Approach Northbound Southbound Eastbound
Name Lyon Avenue Lyon Avenue Appaloosa Drive
Intersection Setup
Pedestrian Volume [ped/h] 0 0 0
Total Analysis Volume [veh/h] 17 712 437 39 49 17
Total 15-Minute Volume [veh/h] 4 178 109 10 12 4
Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.7090 0.7090 0.7090 0.7090 0.7090 0.7090 Total Hourly Volume [veh/h] 12 505 310 28 35 12
Other Volume [veh/h] 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0
Pass-by Trips [veh/h] 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 0.00 0.00 0.00 0.00 0.00 0.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 12 505 310 28 35 12
Name Lyon Avenue Lyon Avenue Appaloosa Drive
Volumes
6 3/17/2022
Scenario 1: 1 E AM
291 N Lyon Residential Project
Version 2022 (SP 0-0) TJW Engineering, Inc.

Generated with

4.1.y
Packet Pg. 1460 Attachment: Appendix J - Trafic Impact Analysis (JA Bray Community T38202 (P21-076)) Intersection LOS D
d_I, Intersection Delay [s/veh] 1.43
Approach LOS A A D
d_A, Approach Delay [s/veh] 0.19 0.00 25.33
95th-Percentile Queue Length [ft/ln] 1.18 1.18 0.00 0.00 26.78 26.78 95th-Percentile Queue Length [veh/ln] 0.05 0.05 0.00 0.00 1.07 1.07 Movement LOS A A A A D C
d_M, Delay for Movement [s/veh] 8.33 0.00 0.00 0.00 28.44 16.39 V/C, Movement V/C Ratio 0.02 0.01 0.00 0.00 0.24 0.03
Movement, Approach, & Intersection Results
Number of Storage Spaces in Median 0 0 0
Two-Stage Gap Acceptance No
Storage Area [veh] 0 0 0
Flared Lane No
Priority Scheme Free Free Stop
Intersection Settings
7 3/17/2022
Scenario 1: 1 E AM
291 N Lyon Residential Project
Version 2022 (SP 0-0) TJW Engineering, Inc.

Generated with

4.1.y
Packet Pg. 1461 Attachment: Appendix J - Trafic Impact Analysis (JA Bray Community T38202 (P21-076)) Volume to Capacity (v/c): 0.002
Level Of Service: A
Delay (sec / veh): 9.3
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Two-way stop
Intersection 4: Marilyn Dr/Estrella St
Intersection Level Of Service Report
Crosswalk No No Yes No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 30.00 30.00 30.00 30.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Marilyn Drive Marilyn Drive Estrella Street
Intersection Setup
Pedestrian Volume [ped/h] 0 0 0 0
Total Analysis Volume [veh/h] 0 2 16 38 0 0 0 0 0 11 0 21 Total 15-Minute Volume [veh/h] 0 1 4 9 0 0 0 0 0 3 0 5
Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.8750 0.8750 0.8750 0.8750 0.8750 0.8750 1.0000 1.0000 1.0000 0.8750 0.8750 0.8750 Total Hourly Volume [veh/h] 0 2 14 33 0 0 0 0 0 10 0 18 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 0 2 14 33 0 0 0 0 0 10 0 18
Name Marilyn Drive Marilyn Drive Estrella Street
Volumes
8 3/17/2022
Scenario 1: 1 E AM
291 N Lyon Residential Project
Version 2022 (SP 0-0) TJW Engineering, Inc.

Generated with

4.1.y
Packet Pg. 1462 Attachment: Appendix J - Trafic Impact Analysis (JA Bray Community T38202 (P21-076)) Intersection LOS A
d_I, Intersection Delay [s/veh] 5.59
Approach LOS A A A A
d_A, Approach Delay [s/veh] 8.46 8.94 0.00 0.00
95th-Percentile Queue Length [ft/ln] 1.30 1.30 1.30 3.12 3.12 3.12 0.00 0.00 0.00 0.00 0.00 0.00 95th-Percentile Queue Length [veh/ln] 0.05 0.05 0.05 0.12 0.12 0.12 0.00 0.00 0.00 0.00 0.00 0.00 Movement LOS A A A A A A A A A
d_M, Delay for Movement [s/veh] 8.73 9.28 8.36 8.94 9.32 8.50 0.00 0.00 0.00 0.00 0.00 0.00 V/C, Movement V/C Ratio 0.00 0.00 0.01 0.04 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Movement, Approach, & Intersection Results
Number of Storage Spaces in Median 0 0 0 0
Two-Stage Gap Acceptance No No
Storage Area [veh] 0 0 0 0
Flared Lane No No
Priority Scheme Stop Stop Free Free
Intersection Settings
9 3/17/2022
Scenario 1: 1 E AM
291 N Lyon Residential Project
Version 2022 (SP 0-0) TJW Engineering, Inc.

Generated with

4.1.y
Packet Pg. 1463 Attachment: Appendix J - Trafic Impact Analysis (JA Bray Community T38202 (P21-076)) Intersection Analysis Summary
Report File: C:\...\E PM.pdf 3/17/2022
Vistro File: C:\...\Base.vistro Scenario 2 E PM
291 N Lyon Residential Project
V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst (highest) delay value. For all other control types, they are taken for the whole intersection.

SB Thru 0.006 9.3 A
HCM 6th
Edition 4 Marilyn Dr/Estrella St Two-way stop
EB Left 0.017 12.7 B
HCM 6th
Edition 3 Lyon Ave/Appaloosa Dr Two-way stop
EB Thru 0.683 20.8 C
HCM 6th
Edition 2 Lyon Ave/Cottonwood Ave All-way stop
SB Thru 0.394 10.1 B
HCM 6th
Edition 1 Lyon Ave/De Anza Dr All-way stop
ID Intersection Name Control Type Method Worst Mvmt V/C Delay (s/veh) LOS 1 3/17/2022
Scenario 2: 2 E PM
291 N Lyon Residential Project
Version 2022 (SP 0-0) TJW Engineering, Inc.

Generated with

4.1.y
Packet Pg. 1464 Attachment: Appendix J - Trafic Impact Analysis (JA Bray Community T38202 (P21-076)) Volume to Capacity (v/c): 0.394
Level Of Service: B
Delay (sec / veh): 10.1
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: All-way stop
Intersection 1: Lyon Ave/De Anza Dr
Intersection Level Of Service Report
Crosswalk No No No
Grade [%] 0.00 0.00 0.00
Speed [mph] 45.00 50.00 40.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00
No. of Lanes in Exit Pocket 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 1 0 0 0 1
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00
Turning Movement Thru Right Left Thru Left Right
Lane Configuration
Approach Northbound Southbound Westbound
Name Lyon Avenue Lyon Avenue De Anza Dr
Intersection Setup
Pedestrian Volume [ped/h] 0 0 0
Total Analysis Volume [veh/h] 234 84 53 232 54 47
Total 15-Minute Volume [veh/h] 59 21 13 58 13 12
Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.9130 0.9130 0.9130 0.9130 0.9130 0.9130 Total Hourly Volume [veh/h] 214 77 48 212 49 43
Other Volume [veh/h] 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0
Pass-by Trips [veh/h] 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 0.00 0.00 0.00 0.00 0.00 0.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 214 77 48 212 49 43
Name Lyon Avenue Lyon Avenue De Anza Dr
Volumes
2 3/17/2022
Scenario 2: 2 E PM
291 N Lyon Residential Project
Version 2022 (SP 0-0) TJW Engineering, Inc.

Generated with

4.1.y
Packet Pg. 1465 Attachment: Appendix J - Trafic Impact Analysis (JA Bray Community T38202 (P21-076)) Intersection LOS B
Intersection Delay [s/veh] 10.13
Approach LOS A B A
Approach Delay [s/veh] 9.51 11.19 9.08
95th-Percentile Queue Length [ft] 35.87 8.45 47.22 7.93 5.45 95th-Percentile Queue Length [veh] 1.43 0.34 1.89 0.32 0.22 Movement, Approach, & Intersection Results
Degree of Utilization, x 0.33 0.10 0.39 0.10 0.07
Capacity per Entry Lane [veh/h] 712 827 723 562 693
Lanes
Intersection Settings
3 3/17/2022
Scenario 2: 2 E PM
291 N Lyon Residential Project
Version 2022 (SP 0-0) TJW Engineering, Inc.

Generated with

4.1.y
Packet Pg. 1466 Attachment: Appendix J - Trafic Impact Analysis (JA Bray Community T38202 (P21-076)) Volume to Capacity (v/c): 0.683
Level Of Service: C
Delay (sec / veh): 20.8
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: All-way stop
Intersection 2: Lyon Ave/Cottonwood Ave
Intersection Level Of Service Report
Crosswalk No Yes No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 50.00 30.00 45.00 45.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 1 0 0 1 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Lyon Avenue Lyon Avenue Conttonwood Avenue Conttonwood Avenue Intersection Setup
Pedestrian Volume [ped/h] 0 0 0 0
Total Analysis Volume [veh/h] 39 182 22 24 200 95 68 289 30 18 255 27 Total 15-Minute Volume [veh/h] 10 46 5 6 50 24 17 72 8 4 64 7 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.9610 0.9610 0.9610 0.9610 0.9610 0.9610 0.9610 0.9610 0.9610 0.9610 0.9610 0.9610 Total Hourly Volume [veh/h] 37 175 21 23 192 91 65 278 29 17 245 26 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 37 175 21 23 192 91 65 278 29 17 245 26 Name Lyon Avenue Lyon Avenue Conttonwood Avenue Conttonwood Avenue Volumes
4 3/17/2022
Scenario 2: 2 E PM
291 N Lyon Residential Project
Version 2022 (SP 0-0) TJW Engineering, Inc.

Generated with

4.1.y
Packet Pg. 1467 Attachment: Appendix J - Trafic Impact Analysis (JA Bray Community T38202 (P21-076)) Intersection LOS C
Intersection Delay [s/veh] 20.78
Approach LOS C B C C
Approach Delay [s/veh] 20.98 14.37 23.14 24.38
95th-Percentile Queue Length [ft] 82.31 4.36 53.25 16.86 13.74 126.73 114.62 95th-Percentile Queue Length [veh] 3.29 0.17 2.13 0.67 0.55 5.07 4.58 Movement, Approach, & Intersection Results
Degree of Utilization, x 0.55 0.06 0.43 0.19 0.16 0.68 0.65 Capacity per Entry Lane [veh/h] 438 436 465 512 435 467 460 Lanes
Intersection Settings
5 3/17/2022
Scenario 2: 2 E PM
291 N Lyon Residential Project
Version 2022 (SP 0-0) TJW Engineering, Inc.

Generated with

4.1.y
Packet Pg. 1468 Attachment: Appendix J - Trafic Impact Analysis (JA Bray Community T38202 (P21-076)) Volume to Capacity (v/c): 0.017
Level Of Service: B
Delay (sec / veh): 12.7
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Two-way stop
Intersection 3: Lyon Ave/Appaloosa Dr
Intersection Level Of Service Report
Crosswalk No No No
Grade [%] 0.00 0.00 0.00
Speed [mph] 50.00 50.00 15.00
Exit Pocket Length [ft] 100.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 1 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00
Turning Movement Left Thru Thru Right Left Right
Lane Configuration
Approach Northbound Southbound Eastbound
Name Lyon Avenue Lyon Avenue Appaloosa Drive
Intersection Setup
Pedestrian Volume [ped/h] 0 0 0
Total Analysis Volume [veh/h] 8 260 299 5 8 7
Total 15-Minute Volume [veh/h] 2 65 75 1 2 2
Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.9200 1.0000 1.0000 1.0000 1.0000 0.9200 Total Hourly Volume [veh/h] 7 260 299 5 8 6
Other Volume [veh/h] 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0
Pass-by Trips [veh/h] 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 0.00 0.00 0.00 0.00 0.00 0.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 7 260 299 5 8 6
Name Lyon Avenue Lyon Avenue Appaloosa Drive
Volumes
6 3/17/2022
Scenario 2: 2 E PM
291 N Lyon Residential Project
Version 2022 (SP 0-0) TJW Engineering, Inc.

Generated with

4.1.y
Packet Pg. 1469 Attachment: Appendix J - Trafic Impact Analysis (JA Bray Community T38202 (P21-076)) Intersection LOS B
d_I, Intersection Delay [s/veh] 0.40
Approach LOS A A B
d_A, Approach Delay [s/veh] 0.23 0.00 11.45
95th-Percentile Queue Length [ft/ln] 0.48 0.48 0.00 0.00 2.01 2.01 95th-Percentile Queue Length [veh/ln] 0.02 0.02 0.00 0.00 0.08 0.08 Movement LOS A A A A B B
d_M, Delay for Movement [s/veh] 7.86 0.00 0.00 0.00 12.70 10.01 V/C, Movement V/C Ratio 0.01 0.00 0.00 0.00 0.02 0.01
Movement, Approach, & Intersection Results
Number of Storage Spaces in Median 0 0 0
Two-Stage Gap Acceptance No
Storage Area [veh] 0 0 0
Flared Lane No
Priority Scheme Free Free Stop
Intersection Settings
7 3/17/2022
Scenario 2: 2 E PM
291 N Lyon Residential Project
Version 2022 (SP 0-0) TJW Engineering, Inc.

Generated with

4.1.y
Packet Pg. 1470 Attachment: Appendix J - Trafic Impact Analysis (JA Bray Community T38202 (P21-076)) Volume to Capacity (v/c): 0.006
Level Of Service: A
Delay (sec / veh): 9.3
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Two-way stop
Intersection 4: Marilyn Dr/Estrella St
Intersection Level Of Service Report
Crosswalk No No Yes No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 30.00 30.00 30.00 30.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Marilyn Drive Marilyn Drive Estrella Street
Intersection Setup
Pedestrian Volume [ped/h] 0 0 0 0
Total Analysis Volume [veh/h] 0 4 8 26 5 0 0 0 0 8 0 24 Total 15-Minute Volume [veh/h] 0 1 2 7 1 0 0 0 0 2 0 6
Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.9870 0.9870 0.9870 0.9870 0.9870 0.9870 1.0000 1.0000 1.0000 0.9870 0.9870 0.9870 Total Hourly Volume [veh/h] 0 4 8 26 5 0 0 0 0 8 0 24
Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 0 4 8 26 5 0 0 0 0 8 0 24
Name Marilyn Drive Marilyn Drive Estrella Street
Volumes
8 3/17/2022
Scenario 2: 2 E PM
291 N Lyon Residential Project
Version 2022 (SP 0-0) TJW Engineering, Inc.

Generated with

4.1.y
Packet Pg. 1471 Attachment: Appendix J - Trafic Impact Analysis (JA Bray Community T38202 (P21-076)) Intersection LOS A
d_I, Intersection Delay [s/veh] 5.07
Approach LOS A A A A
d_A, Approach Delay [s/veh] 8.65 8.92 0.00 0.00
95th-Percentile Queue Length [ft/ln] 0.91 0.91 0.91 2.53 2.53 2.53 0.00 0.00 0.00 0.00 0.00 0.00 95th-Percentile Queue Length [veh/ln] 0.04 0.04 0.04 0.10 0.10 0.10 0.00 0.00 0.00 0.00 0.00 0.00 Movement LOS A A A A A A A A A
d_M, Delay for Movement [s/veh] 8.72 9.25 8.34 8.85 9.27 8.48 0.00 0.00 0.00 0.00 0.00 0.00 V/C, Movement V/C Ratio 0.00 0.00 0.01 0.03 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Movement, Approach, & Intersection Results
Number of Storage Spaces in Median 0 0 0 0
Two-Stage Gap Acceptance No No
Storage Area [veh] 0 0 0 0
Flared Lane No No
Priority Scheme Stop Stop Free Free
Intersection Settings
9 3/17/2022
Scenario 2: 2 E PM
291 N Lyon Residential Project
Version 2022 (SP 0-0) TJW Engineering, Inc.

Generated with

4.1.y
Packet Pg. 1472 Attachment: Appendix J - Trafic Impact Analysis (JA Bray Community T38202 (P21-076))

OY CONDITIONS

4.1.y
Packet Pg. 1473 Attachment: Appendix J - Trafic Impact Analysis (JA Bray Community T38202 (P21-076)) Intersection Analysis Summary
Report File: C:\...\OY AM.pdf 3/17/2022
Vistro File: C:\...\Base.vistro Scenario 9 OY AM
291 N Lyon Residential Project
V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst (highest) delay value. For all other control types, they are taken for the whole intersection.

NB Thru 0.002 9.3 A
HCM 6th
Edition 4 Marilyn Dr/Estrella St Two-way stop
EB Left 0.645 70.7 F
HCM 6th
Edition 3 Lyon Ave/Appaloosa Dr Two-way stop
WB Thru 1.440 110.5 F
HCM 6th
Edition 2 Lyon Ave/Cottonwood Ave All-way stop
NB Right 0.848 22.9 C
HCM 6th
Edition 1 Lyon Ave/De Anza Dr All-way stop
ID Intersection Name Control Type Method Worst Mvmt V/C Delay (s/veh) LOS 1 3/17/2022
Scenario 9: 9 OY AM
291 N Lyon Residential Project
Version 2022 (SP 0-0) TJW Engineering, Inc.

Generated with

4.1.y
Packet Pg. 1474 Attachment: Appendix J - Trafic Impact Analysis (JA Bray Community T38202 (P21-076)) Volume to Capacity (v/c): 0.848
Level Of Service: C
Delay (sec / veh): 22.9
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: All-way stop
Intersection 1: Lyon Ave/De Anza Dr
Intersection Level Of Service Report
Crosswalk No No No
Grade [%] 0.00 0.00 0.00
Speed [mph] 45.00 50.00 40.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00
No. of Lanes in Exit Pocket 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 1 0 0 0 1
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00
Turning Movement Thru Right Left Thru Left Right
Lane Configuration
Approach Northbound Southbound Westbound
Name Lyon Avenue Lyon Avenue De Anza Dr
Intersection Setup
Pedestrian Volume [ped/h] 0 0 0
Total Analysis Volume [veh/h] 382 561 28 330 212 77
Total 15-Minute Volume [veh/h] 96 140 7 83 53 19
Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.7510 0.7510 0.7510 0.7510 0.7510 0.7510 Total Hourly Volume [veh/h] 287 421 21 248 159 58
Other Volume [veh/h] 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0
Pass-by Trips [veh/h] 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0
Site-Generated Trips [veh/h] 41 180 0 48 37 0
In-Process Volume [veh/h] 0 0 0 0 0 0
Growth Factor 1.0404 1.0404 1.0404 1.0404 1.0404 1.0404 Heavy Vehicles Percentage [%] 0.00 0.00 0.00 0.00 0.00 0.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 236 232 20 192 117 56
Name Lyon Avenue Lyon Avenue De Anza Dr
Volumes
2 3/17/2022
Scenario 9: 9 OY AM
291 N Lyon Residential Project
Version 2022 (SP 0-0) TJW Engineering, Inc.

Generated with

4.1.y
Packet Pg. 1475 Attachment: Appendix J - Trafic Impact Analysis (JA Bray Community T38202 (P21-076)) Intersection LOS C
Intersection Delay [s/veh] 22.86
Approach LOS D C C
Approach Delay [s/veh] 26.40 19.58 15.39
95th-Percentile Queue Length [ft] 118.90 238.32 109.90 60.05 12.32 95th-Percentile Queue Length [veh] 4.76 9.53 4.40 2.40 0.49 Movement, Approach, & Intersection Results
Degree of Utilization, x 0.65 0.85 0.63 0.46 0.14
Capacity per Entry Lane [veh/h] 585 661 568 458 542
Lanes
Intersection Settings
3 3/17/2022
Scenario 9: 9 OY AM
291 N Lyon Residential Project
Version 2022 (SP 0-0) TJW Engineering, Inc.

Generated with

4.1.y
Packet Pg. 1476 Attachment: Appendix J - Trafic Impact Analysis (JA Bray Community T38202 (P21-076)) Volume to Capacity (v/c): 1.440
Level Of Service: F
Delay (sec / veh): 110.5
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: All-way stop
Intersection 2: Lyon Ave/Cottonwood Ave
Intersection Level Of Service Report
Crosswalk No Yes No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 50.00 30.00 45.00 45.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 1 0 0 1 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Lyon Avenue Lyon Avenue Conttonwood Avenue Conttonwood Avenue Intersection Setup
Pedestrian Volume [ped/h] 0 0 0 0
Total Analysis Volume [veh/h] 54 306 25 60 165 182 251 368 28 24 262 248 Total 15-Minute Volume [veh/h] 14 76 6 15 41 46 63 92 7 6 65 62 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.8670 0.8670 0.8670 0.8670 0.8670 0.8670 0.8670 0.8670 0.8670 0.8670 0.8670 0.8670 Total Hourly Volume [veh/h] 47 265 22 52 143 158 218 319 24 21 227 215 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 11 62 0 0 0 11 34 9 9 0 11 62 In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0404 1.0404 1.0404 1.0404 1.0404 1.0404 1.0404 1.0404 1.0404 1.0404 1.0404 1.0404 Heavy Vehicles Percentage [%] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 35 195 21 50 137 141 177 298 14 20 208 147 Name Lyon Avenue Lyon Avenue Conttonwood Avenue Conttonwood Avenue Volumes
4 3/17/2022
Scenario 9: 9 OY AM
291 N Lyon Residential Project
Version 2022 (SP 0-0) TJW Engineering, Inc.

Generated with

4.1.y
Packet Pg. 1477 Attachment: Appendix J - Trafic Impact Analysis (JA Bray Community T38202 (P21-076)) Intersection LOS F
Intersection Delay [s/veh] 110.49
Approach LOS F C F F
Approach Delay [s/veh] 98.14 18.58 69.93 238.58
95th-Percentile Queue Length [ft] 339.23 14.98 54.66 57.06 128.92 337.88 691.04 95th-Percentile Queue Length [veh] 13.57 0.60 2.19 2.28 5.16 13.52 27.64 Movement, Approach, & Intersection Results
Degree of Utilization, x 1.06 0.17 0.44 0.45 0.71 1.05 1.44 Capacity per Entry Lane [veh/h] 385 356 374 403 355 396 534 Lanes
Intersection Settings
5 3/17/2022
Scenario 9: 9 OY AM
291 N Lyon Residential Project
Version 2022 (SP 0-0) TJW Engineering, Inc.

Generated with

4.1.y
Packet Pg. 1478 Attachment: Appendix J - Trafic Impact Analysis (JA Bray Community T38202 (P21-076)) Volume to Capacity (v/c): 0.645
Level Of Service: F
Delay (sec / veh): 70.7
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Two-way stop
Intersection 3: Lyon Ave/Appaloosa Dr
Intersection Level Of Service Report
Crosswalk No No No
Grade [%] 0.00 0.00 0.00
Speed [mph] 50.00 50.00 15.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00
No. of Lanes in Exit Pocket 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00
Turning Movement Left Thru Thru Right Left Right
Lane Configuration
Approach Northbound Southbound Eastbound
Name Lyon Avenue Lyon Avenue Appaloosa Drive
Intersection Setup
Pedestrian Volume [ped/h] 0 0 0
Total Analysis Volume [veh/h] 17 963 471 41 86 17
Total 15-Minute Volume [veh/h] 4 241 118 10 22 4
Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.7090 0.7090 0.7090 0.7090 0.7090 0.7090 Total Hourly Volume [veh/h] 12 683 334 29 61 12
Other Volume [veh/h] 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0
Pass-by Trips [veh/h] 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 158 11 0 25 0
In-Process Volume [veh/h] 0 0 0 0 0 0
Growth Factor 1.0404 1.0404 1.0404 1.0404 1.0404 1.0404 Heavy Vehicles Percentage [%] 0.00 0.00 0.00 0.00 0.00 0.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 12 505 310 28 35 12
Name Lyon Avenue Lyon Avenue Appaloosa Drive
Volumes
6 3/17/2022
Scenario 9: 9 OY AM
291 N Lyon Residential Project
Version 2022 (SP 0-0) TJW Engineering, Inc.

Generated with

4.1.y
Packet Pg. 1479 Attachment: Appendix J - Trafic Impact Analysis (JA Bray Community T38202 (P21-076)) Intersection LOS F
d_I, Intersection Delay [s/veh] 4.43
Approach LOS A A F
d_A, Approach Delay [s/veh] 0.15 0.00 67.22
95th-Percentile Queue Length [ft/ln] 1.22 1.22 0.00 0.00 96.03 96.03 95th-Percentile Queue Length [veh/ln] 0.05 0.05 0.00 0.00 3.84 3.84 Movement LOS A A A A F E
d_M, Delay for Movement [s/veh] 8.44 0.00 0.00 0.00 70.65 49.84 V/C, Movement V/C Ratio 0.02 0.01 0.00 0.00 0.65 0.03
Movement, Approach, & Intersection Results
Number of Storage Spaces in Median 0 0 0
Two-Stage Gap Acceptance No
Storage Area [veh] 0 0 0
Flared Lane No
Priority Scheme Free Free Stop
Intersection Settings
7 3/17/2022
Scenario 9: 9 OY AM
291 N Lyon Residential Project
Version 2022 (SP 0-0) TJW Engineering, Inc.

Generated with

4.1.y
Packet Pg. 1480 Attachment: Appendix J - Trafic Impact Analysis (JA Bray Community T38202 (P21-076)) Volume to Capacity (v/c): 0.002
Level Of Service: A
Delay (sec / veh): 9.3
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Two-way stop
Intersection 4: Marilyn Dr/Estrella St
Intersection Level Of Service Report
Crosswalk No No Yes No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 30.00 30.00 30.00 30.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Marilyn Drive Marilyn Drive Estrella Street
Intersection Setup
Pedestrian Volume [ped/h] 0 0 0 0
Total Analysis Volume [veh/h] 0 2 17 39 0 0 0 0 0 11 0 22 Total 15-Minute Volume [veh/h] 0 1 4 10 0 0 0 0 0 3 0 5 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.8750 0.8750 0.8750 0.8750 0.8750 0.8750 1.0000 1.0000 1.0000 0.8750 0.8750 0.8750 Total Hourly Volume [veh/h] 0 2 15 34 0 0 0 0 0 10 0 19 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0404 1.0404 1.0404 1.0404 1.0404 1.0404 1.0000 1.0000 1.0000 1.0404 1.0404 1.0404 Heavy Vehicles Percentage [%] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 0 2 14 33 0 0 0 0 0 10 0 18
Name Marilyn Drive Marilyn Drive Estrella Street
Volumes
8 3/17/2022
Scenario 9: 9 OY AM
291 N Lyon Residential Project
Version 2022 (SP 0-0) TJW Engineering, Inc.

Generated with

4.1.y
Packet Pg. 1481 Attachment: Appendix J - Trafic Impact Analysis (JA Bray Community T38202 (P21-076)) Intersection LOS A
d_I, Intersection Delay [s/veh] 5.61
Approach LOS A A A A
d_A, Approach Delay [s/veh] 8.46 8.96 0.00 0.00
95th-Percentile Queue Length [ft/ln] 1.37 1.37 1.37 3.21 3.21 3.21 0.00 0.00 0.00 0.00 0.00 0.00 95th-Percentile Queue Length [veh/ln] 0.05 0.05 0.05 0.13 0.13 0.13 0.00 0.00 0.00 0.00 0.00 0.00 Movement LOS A A A A A A A A A
d_M, Delay for Movement [s/veh] 8.74 9.29 8.36 8.96 9.33 8.51 0.00 0.00 0.00 0.00 0.00 0.00 V/C, Movement V/C Ratio 0.00 0.00 0.02 0.04 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Movement, Approach, & Intersection Results
Number of Storage Spaces in Median 0 0 0 0
Two-Stage Gap Acceptance No No
Storage Area [veh] 0 0 0 0
Flared Lane No No
Priority Scheme Stop Stop Free Free
Intersection Settings
9 3/17/2022
Scenario 9: 9 OY AM
291 N Lyon Residential Project
Version 2022 (SP 0-0) TJW Engineering, Inc.

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Packet Pg. 1482 Attachment: Appendix J - Trafic Impact Analysis (JA Bray Community T38202 (P21-076)) Intersection Analysis Summary
Report File: C:\...\OY PM.pdf 3/17/2022
Vistro File: C:\...\Base.vistro Scenario 10 OY PM
291 N Lyon Residential Project
V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst (highest) delay value. For all other control types, they are taken for the whole intersection.

SB Thru 0.006 9.3 A
HCM 6th
Edition 4 Marilyn Dr/Estrella St Two-way stop
EB Left 0.035 14.3 B
HCM 6th
Edition 3 Lyon Ave/Appaloosa Dr Two-way stop
EB Thru 0.818 29.5 D
HCM 6th
Edition 2 Lyon Ave/Cottonwood Ave All-way stop
SB Thru 0.447 10.7 B
HCM 6th
Edition 1 Lyon Ave/De Anza Dr All-way stop
ID Intersection Name Control Type Method Worst Mvmt V/C Delay (s/veh) LOS 1 3/17/2022
Scenario 10: 10 OY PM
291 N Lyon Residential Project
Version 2022 (SP 0-0) TJW Engineering, Inc.

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Packet Pg. 1483 Attachment: Appendix J - Trafic Impact Analysis (JA Bray Community T38202 (P21-076)) Volume to Capacity (v/c): 0.447
Level Of Service: B
Delay (sec / veh): 10.7
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: All-way stop
Intersection 1: Lyon Ave/De Anza Dr
Intersection Level Of Service Report
Crosswalk No No No
Grade [%] 0.00 0.00 0.00
Speed [mph] 45.00 50.00 40.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00
No. of Lanes in Exit Pocket 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 1 0 0 0 1
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00
Turning Movement Thru Right Left Thru Left Right
Lane Configuration
Approach Northbound Southbound Westbound
Name Lyon Avenue Lyon Avenue De Anza Dr
Intersection Setup
Pedestrian Volume [ped/h] 0 0 0
Total Analysis Volume [veh/h] 263 138 55 260 64 49
Total 15-Minute Volume [veh/h] 66 35 14 65 16 12
Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.9130 0.9130 0.9130 0.9130 0.9130 0.9130 Total Hourly Volume [veh/h] 240 126 50 237 58 45
Other Volume [veh/h] 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0
Pass-by Trips [veh/h] 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0
Site-Generated Trips [veh/h] 17 46 0 16 7 0
In-Process Volume [veh/h] 0 0 0 0 0 0
Growth Factor 1.0404 1.0404 1.0404 1.0404 1.0404 1.0404 Heavy Vehicles Percentage [%] 0.00 0.00 0.00 0.00 0.00 0.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 214 77 48 212 49 43
Name Lyon Avenue Lyon Avenue De Anza Dr
Volumes
2 3/17/2022
Scenario 10: 10 OY PM
291 N Lyon Residential Project
Version 2022 (SP 0-0) TJW Engineering, Inc.

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Packet Pg. 1484 Attachment: Appendix J - Trafic Impact Analysis (JA Bray Community T38202 (P21-076)) Intersection LOS B
Intersection Delay [s/veh] 10.73
Approach LOS A B A
Approach Delay [s/veh] 9.94 12.17 9.51
95th-Percentile Queue Length [ft] 43.82 15.29 57.86 9.98 5.98 95th-Percentile Queue Length [veh] 1.75 0.61 2.31 0.40 0.24 Movement, Approach, & Intersection Results
Degree of Utilization, x 0.38 0.17 0.45 0.12 0.07
Capacity per Entry Lane [veh/h] 699 810 705 542 662
Lanes
Intersection Settings
3 3/17/2022
Scenario 10: 10 OY PM
291 N Lyon Residential Project
Version 2022 (SP 0-0) TJW Engineering, Inc.

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Packet Pg. 1485 Attachment: Appendix J - Trafic Impact Analysis (JA Bray Community T38202 (P21-076)) Volume to Capacity (v/c): 0.818
Level Of Service: D
Delay (sec / veh): 29.5
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: All-way stop
Intersection 2: Lyon Ave/Cottonwood Ave
Intersection Level Of Service Report
Crosswalk No Yes No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 50.00 30.00 45.00 45.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 1 0 0 1 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Lyon Avenue Lyon Avenue Conttonwood Avenue Conttonwood Avenue Intersection Setup
Pedestrian Volume [ped/h] 0 0 0 0
Total Analysis Volume [veh/h] 49 202 23 25 208 108 85 310 41 19 275 41 Total 15-Minute Volume [veh/h] 12 50 6 6 52 27 21 78 10 5 69 10 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.9610 0.9610 0.9610 0.9610 0.9610 0.9610 0.9610 0.9610 0.9610 0.9610 0.9610 0.9610 Total Hourly Volume [veh/h] 47 194 22 24 200 104 82 298 39 18 264 39 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 9 12 0 0 0 9 14 9 9 0 9 12 In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0404 1.0404 1.0404 1.0404 1.0404 1.0404 1.0404 1.0404 1.0404 1.0404 1.0404 1.0404 Heavy Vehicles Percentage [%] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 37 175 21 23 192 91 65 278 29 17 245 26 Name Lyon Avenue Lyon Avenue Conttonwood Avenue Conttonwood Avenue Volumes
4 3/17/2022
Scenario 10: 10 OY PM
291 N Lyon Residential Project
Version 2022 (SP 0-0) TJW Engineering, Inc.

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Packet Pg. 1486 Attachment: Appendix J - Trafic Impact Analysis (JA Bray Community T38202 (P21-076)) Intersection LOS D
Intersection Delay [s/veh] 29.52
Approach LOS D C D E
Approach Delay [s/veh] 29.03 16.64 34.23 36.89
95th-Percentile Queue Length [ft] 122.67 4.99 65.98 22.38 19.79 189.49 174.32 95th-Percentile Queue Length [veh] 4.91 0.20 2.64 0.90 0.79 7.58 6.97 Movement, Approach, & Intersection Results
Degree of Utilization, x 0.68 0.06 0.49 0.23 0.21 0.82 0.79 Capacity per Entry Lane [veh/h] 402 399 424 463 401 430 424 Lanes
Intersection Settings
5 3/17/2022
Scenario 10: 10 OY PM
291 N Lyon Residential Project
Version 2022 (SP 0-0) TJW Engineering, Inc.

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Packet Pg. 1487 Attachment: Appendix J - Trafic Impact Analysis (JA Bray Community T38202 (P21-076)) Volume to Capacity (v/c): 0.035
Level Of Service: B
Delay (sec / veh): 14.3
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Two-way stop
Intersection 3: Lyon Ave/Appaloosa Dr
Intersection Level Of Service Report
Crosswalk No No No
Grade [%] 0.00 0.00 0.00
Speed [mph] 50.00 50.00 15.00
Exit Pocket Length [ft] 100.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 1 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00
Turning Movement Left Thru Thru Right Left Right
Lane Configuration
Approach Northbound Southbound Eastbound
Name Lyon Avenue Lyon Avenue Appaloosa Drive
Intersection Setup
Pedestrian Volume [ped/h] 0 0 0
Total Analysis Volume [veh/h] 8 336 348 5 14 7
Total 15-Minute Volume [veh/h] 2 84 87 1 4 2
Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.9200 0.9200 0.9200 0.9200 0.9200 0.9200 Total Hourly Volume [veh/h] 7 309 320 5 13 6
Other Volume [veh/h] 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0
Pass-by Trips [veh/h] 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 38 9 0 5 0
In-Process Volume [veh/h] 0 0 0 0 0 0
Growth Factor 1.0404 1.0404 1.0404 1.0404 1.0404 1.0404 Heavy Vehicles Percentage [%] 0.00 0.00 0.00 0.00 0.00 0.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 7 260 299 5 8 6
Name Lyon Avenue Lyon Avenue Appaloosa Drive
Volumes
6 3/17/2022
Scenario 10: 10 OY PM
291 N Lyon Residential Project
Version 2022 (SP 0-0) TJW Engineering, Inc.

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Packet Pg. 1488 Attachment: Appendix J - Trafic Impact Analysis (JA Bray Community T38202 (P21-076)) Intersection LOS B
d_I, Intersection Delay [s/veh] 0.47
Approach LOS A A B
d_A, Approach Delay [s/veh] 0.19 0.00 13.02
95th-Percentile Queue Length [ft/ln] 0.50 0.50 0.00 0.00 3.50 3.50 95th-Percentile Queue Length [veh/ln] 0.02 0.02 0.00 0.00 0.14 0.14 Movement LOS A A A A B B
d_M, Delay for Movement [s/veh] 7.98 0.00 0.00 0.00 14.27 10.52 V/C, Movement V/C Ratio 0.01 0.00 0.00 0.00 0.03 0.01
Movement, Approach, & Intersection Results
Number of Storage Spaces in Median 0 0 0
Two-Stage Gap Acceptance No
Storage Area [veh] 0 0 0
Flared Lane No
Priority Scheme Free Free Stop
Intersection Settings
7 3/17/2022
Scenario 10: 10 OY PM
291 N Lyon Residential Project
Version 2022 (SP 0-0) TJW Engineering, Inc.

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Packet Pg. 1489 Attachment: Appendix J - Trafic Impact Analysis (JA Bray Community T38202 (P21-076)) Volume to Capacity (v/c): 0.006
Level Of Service: A
Delay (sec / veh): 9.3
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Two-way stop
Intersection 4: Marilyn Dr/Estrella St
Intersection Level Of Service Report
Crosswalk No No Yes No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 30.00 30.00 30.00 30.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Marilyn Drive Marilyn Drive Estrella Street
Intersection Setup
Pedestrian Volume [ped/h] 0 0 0 0
Total Analysis Volume [veh/h] 0 4 8 27 5 0 0 0 0 8 0 25 Total 15-Minute Volume [veh/h] 0 1 2 7 1 0 0 0 0 2 0 6
Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.9870 0.9870 0.9870 0.9870 0.9870 0.9870 1.0000 1.0000 1.0000 0.9870 0.9870 0.9870 Total Hourly Volume [veh/h] 0 4 8 27 5 0 0 0 0 8 0 25
Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0404 1.0404 1.0404 1.0404 1.0404 1.0404 1.0000 1.0000 1.0000 1.0404 1.0404 1.0404 Heavy Vehicles Percentage [%] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 0 4 8 26 5 0 0 0 0 8 0 24
Name Marilyn Drive Marilyn Drive Estrella Street
Volumes
8 3/17/2022
Scenario 10: 10 OY PM
291 N Lyon Residential Project
Version 2022 (SP 0-0) TJW Engineering, Inc.

Generated with

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Packet Pg. 1490 Attachment: Appendix J - Trafic Impact Analysis (JA Bray Community T38202 (P21-076)) Intersection LOS A
d_I, Intersection Delay [s/veh] 5.06
Approach LOS A A A A
d_A, Approach Delay [s/veh] 8.65 8.92 0.00 0.00
95th-Percentile Queue Length [ft/ln] 0.91 0.91 0.91 2.61 2.61 2.61 0.00 0.00 0.00 0.00 0.00 0.00 95th-Percentile Queue Length [veh/ln] 0.04 0.04 0.04 0.10 0.10 0.10 0.00 0.00 0.00 0.00 0.00 0.00 Movement LOS A A A A A A A A A
d_M, Delay for Movement [s/veh] 8.73 9.25 8.34 8.86 9.28 8.48 0.00 0.00 0.00 0.00 0.00 0.00 V/C, Movement V/C Ratio 0.00 0.00 0.01 0.03 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Movement, Approach, & Intersection Results
Number of Storage Spaces in Median 0 0 0 0
Two-Stage Gap Acceptance No No
Storage Area [veh] 0 0 0 0
Flared Lane No No
Priority Scheme Stop Stop Free Free
Intersection Settings
9 3/17/2022
Scenario 10: 10 OY PM
291 N Lyon Residential Project
Version 2022 (SP 0-0) TJW Engineering, Inc.

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Packet Pg. 1491 Attachment: Appendix J - Trafic Impact Analysis (JA Bray Community T38202 (P21-076))

OYP CONDITIONS

4.1.y
Packet Pg. 1492 Attachment: Appendix J - Trafic Impact Analysis (JA Bray Community T38202 (P21-076)) Intersection Analysis Summary
Report File: C:\...\OYP AM.pdf 3/17/2022
Vistro File: C:\...\Base.vistro Scenario 11 OYP AM
291 N Lyon Residential Project
V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst (highest) delay value. For all other control types, they are taken for the whole intersection.

NB Thru 0.002 9.6 A
HCM 6th
Edition 4 Marilyn Dr/Estrella St Two-way stop
EB Left 0.978 174.1 F
HCM 6th
Edition 3 Lyon Ave/Appaloosa Dr Two-way stop
WB Thru 1.475 115.7 F
HCM 6th
Edition 2 Lyon Ave/Cottonwood Ave All-way stop
NB Right 0.872 24.4 C
HCM 6th
Edition 1 Lyon Ave/De Anza Dr All-way stop
ID Intersection Name Control Type Method Worst Mvmt V/C Delay (s/veh) LOS 1 3/17/2022
Scenario 11: 11 OYP AM
291 N Lyon Residential Project
Version 2022 (SP 0-0) TJW Engineering, Inc.

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Packet Pg. 1493 Attachment: Appendix J - Trafic Impact Analysis (JA Bray Community T38202 (P21-076)) Volume to Capacity (v/c): 0.872
Level Of Service: C
Delay (sec / veh): 24.4
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: All-way stop
Intersection 1: Lyon Ave/De Anza Dr
Intersection Level Of Service Report
Crosswalk No No No
Grade [%] 0.00 0.00 0.00
Speed [mph] 45.00 50.00 40.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00
No. of Lanes in Exit Pocket 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 1 0 0 0 1
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00
Turning Movement Thru Right Left Thru Left Right
Lane Configuration
Approach Northbound Southbound Westbound
Name Lyon Avenue Lyon Avenue De Anza Dr
Intersection Setup
Pedestrian Volume [ped/h] 0 0 0
Total Analysis Volume [veh/h] 394 573 28 334 216 77
Total 15-Minute Volume [veh/h] 99 143 7 84 54 19
Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.7510 0.7510 0.7510 0.7510 0.7510 0.7510 Total Hourly Volume [veh/h] 296 430 21 251 162 58
Other Volume [veh/h] 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0
Pass-by Trips [veh/h] 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0
Site-Generated Trips [veh/h] 50 189 0 51 40 0
In-Process Volume [veh/h] 0 0 0 0 0 0
Growth Factor 1.0404 1.0404 1.0404 1.0404 1.0404 1.0404 Heavy Vehicles Percentage [%] 0.00 0.00 0.00 0.00 0.00 0.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 236 232 20 192 117 56
Name Lyon Avenue Lyon Avenue De Anza Dr
Volumes
2 3/17/2022
Scenario 11: 11 OYP AM
291 N Lyon Residential Project
Version 2022 (SP 0-0) TJW Engineering, Inc.

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Packet Pg. 1494 Attachment: Appendix J - Trafic Impact Analysis (JA Bray Community T38202 (P21-076)) Intersection LOS C
Intersection Delay [s/veh] 24.40
Approach LOS D C C
Approach Delay [s/veh] 28.65 20.11 15.71
95th-Percentile Queue Length [ft] 129.10 257.96 113.90 62.55 12.42 95th-Percentile Queue Length [veh] 5.16 10.32 4.56 2.50 0.50 Movement, Approach, & Intersection Results
Degree of Utilization, x 0.68 0.87 0.64 0.47 0.14
Capacity per Entry Lane [veh/h] 581 657 564 455 538
Lanes
Intersection Settings
3 3/17/2022
Scenario 11: 11 OYP AM
291 N Lyon Residential Project
Version 2022 (SP 0-0) TJW Engineering, Inc.

Generated with

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Packet Pg. 1495 Attachment: Appendix J - Trafic Impact Analysis (JA Bray Community T38202 (P21-076)) Volume to Capacity (v/c): 1.475
Level Of Service: F
Delay (sec / veh): 115.7
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: All-way stop
Intersection 2: Lyon Ave/Cottonwood Ave
Intersection Level Of Service Report
Crosswalk No Yes No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 50.00 30.00 45.00 45.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 1 0 0 1 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Lyon Avenue Lyon Avenue Conttonwood Avenue Conttonwood Avenue Intersection Setup
Pedestrian Volume [ped/h] 0 0 0 0
Total Analysis Volume [veh/h] 54 309 25 76 175 193 255 368 28 24 262 254 Total 15-Minute Volume [veh/h] 14 77 6 19 44 48 64 92 7 6 65 63 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.8670 0.8670 0.8670 0.8670 0.8670 0.8670 0.8670 0.8670 0.8670 0.8670 0.8670 0.8670 Total Hourly Volume [veh/h] 47 268 22 66 152 167 221 319 24 21 227 220 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 11 65 0 14 9 20 37 9 9 0 11 67 In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0404 1.0404 1.0404 1.0404 1.0404 1.0404 1.0404 1.0404 1.0404 1.0404 1.0404 1.0404 Heavy Vehicles Percentage [%] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 35 195 21 50 137 141 177 298 14 20 208 147 Name Lyon Avenue Lyon Avenue Conttonwood Avenue Conttonwood Avenue Volumes
4 3/17/2022
Scenario 11: 11 OYP AM
291 N Lyon Residential Project
Version 2022 (SP 0-0) TJW Engineering, Inc.

Generated with

4.1.y
Packet Pg. 1496 Attachment: Appendix J - Trafic Impact Analysis (JA Bray Community T38202 (P21-076)) Intersection LOS F
Intersection Delay [s/veh] 115.65
Approach LOS F C F F
Approach Delay [s/veh] 105.44 19.26 73.17 253.47
95th-Percentile Queue Length [ft] 353.73 19.93 60.16 62.90 136.30 345.81 719.07 95th-Percentile Queue Length [veh] 14.15 0.80 2.41 2.52 5.45 13.83 28.76 Movement, Approach, & Intersection Results
Degree of Utilization, x 1.09 0.21 0.47 0.48 0.73 1.07 1.47 Capacity per Entry Lane [veh/h] 388 356 373 403 352 396 540 Lanes
Intersection Settings
5 3/17/2022
Scenario 11: 11 OYP AM
291 N Lyon Residential Project
Version 2022 (SP 0-0) TJW Engineering, Inc.

Generated with

4.1.y
Packet Pg. 1497 Attachment: Appendix J - Trafic Impact Analysis (JA Bray Community T38202 (P21-076)) Volume to Capacity (v/c): 0.978
Level Of Service: F
Delay (sec / veh): 174.1
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Two-way stop
Intersection 3: Lyon Ave/Appaloosa Dr
Intersection Level Of Service Report
Crosswalk No No No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 50.00 50.00 15.00 30.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Lyon Avenue Lyon Avenue Appaloosa Drive
Intersection Setup
Pedestrian Volume [ped/h] 0 0 0 0
Total Analysis Volume [veh/h] 17 963 16 8 471 41 86 0 17 45 0 25 Total 15-Minute Volume [veh/h] 4 241 4 2 118 10 22 0 4 11 0 6 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.7090 0.7090 0.7090 0.7090 0.7090 0.7090 0.7090 0.7090 0.7090 0.7090 0.7090 0.7090 Total Hourly Volume [veh/h] 12 683 11 6 334 29 61 0 12 32 0 18 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 158 11 6 11 0 25 0 0 32 0 18 In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0404 1.0404 1.0404 1.0404 1.0404 1.0404 1.0404 1.0404 1.0404 1.0404 1.0404 1.0404 Heavy Vehicles Percentage [%] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 12 505 0 0 310 28 35 0 12 0 0 0 Name Lyon Avenue Lyon Avenue Appaloosa Drive
Volumes
6 3/17/2022
Scenario 11: 11 OYP AM
291 N Lyon Residential Project
Version 2022 (SP 0-0) TJW Engineering, Inc.

Generated with

4.1.y
Packet Pg. 1498 Attachment: Appendix J - Trafic Impact Analysis (JA Bray Community T38202 (P21-076)) Intersection LOS F
d_I, Intersection Delay [s/veh] 13.16
Approach LOS A A F F
d_A, Approach Delay [s/veh] 0.14 0.16 168.34 66.56
95th-Percentile Queue Length [ft/ln] 1.22 1.22 1.22 0.85 0.85 0.85 156.61 156.61 156.61 69.17 69.17 69.17 95th-Percentile Queue Length [veh/ln] 0.05 0.05 0.05 0.03 0.03 0.03 6.26 6.26 6.26 2.77 2.77 2.77 Movement LOS A A A B A A F F F F F E
d_M, Delay for Movement [s/veh] 8.44 0.00 0.00 10.11 0.00 0.00 174.08 164.77 139.31 76.26 69.69 49.11 V/C, Movement V/C Ratio 0.02 0.01 0.00 0.01 0.00 0.00 0.98 0.00 0.03 0.48 0.00 0.08 Movement, Approach, & Intersection Results
Number of Storage Spaces in Median 0 0 0 0
Two-Stage Gap Acceptance No No
Storage Area [veh] 0 0 0 0
Flared Lane No No
Priority Scheme Free Free Stop Stop
Intersection Settings
7 3/17/2022
Scenario 11: 11 OYP AM
291 N Lyon Residential Project
Version 2022 (SP 0-0) TJW Engineering, Inc.

Generated with

4.1.y
Packet Pg. 1499 Attachment: Appendix J - Trafic Impact Analysis (JA Bray Community T38202 (P21-076)) Volume to Capacity (v/c): 0.002
Level Of Service: A
Delay (sec / veh): 9.6
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Two-way stop
Intersection 4: Marilyn Dr/Estrella St
Intersection Level Of Service Report
Crosswalk No No Yes No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 30.00 30.00 30.00 30.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Marilyn Drive Marilyn Drive Estrella Street
Intersection Setup
Pedestrian Volume [ped/h] 0 0 0 0
Total Analysis Volume [veh/h] 9 2 17 39 0 0 0 22 27 11 8 22 Total 15-Minute Volume [veh/h] 2 1 4 10 0 0 0 5 7 3 2 5 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.8750 0.8750 0.8750 0.8750 0.8750 0.8750 0.8750 0.8750 0.8750 0.8750 0.8750 0.8750 Total Hourly Volume [veh/h] 8 2 15 34 0 0 0 19 24 10 7 19 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 8 0 0 0 0 0 0 19 24 0 7 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0404 1.0404 1.0404 1.0404 1.0404 1.0404 1.0404 1.0404 1.0404 1.0404 1.0404 1.0404 Heavy Vehicles Percentage [%] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 0 2 14 33 0 0 0 0 0 10 0 18
Name Marilyn Drive Marilyn Drive Estrella Street
Volumes
8 3/17/2022
Scenario 11: 11 OYP AM
291 N Lyon Residential Project
Version 2022 (SP 0-0) TJW Engineering, Inc.

Generated with

4.1.y
Packet Pg. 1500 Attachment: Appendix J - Trafic Impact Analysis (JA Bray Community T38202 (P21-076)) Intersection LOS A
d_I, Intersection Delay [s/veh] 4.38
Approach LOS A A A A
d_A, Approach Delay [s/veh] 8.79 9.26 0.00 1.96
95th-Percentile Queue Length [ft/ln] 2.21 2.21 2.21 3.46 3.46 3.46 0.00 0.00 0.00 0.53 0.53 0.53 95th-Percentile Queue Length [veh/ln] 0.09 0.09 0.09 0.14 0.14 0.14 0.00 0.00 0.00 0.02 0.02 0.02 Movement LOS A A A A A A A A A A A A
d_M, Delay for Movement [s/veh] 9.05 9.60 8.56 9.26 9.70 8.57 7.26 0.00 0.00 7.31 0.00 0.00 V/C, Movement V/C Ratio 0.01 0.00 0.02 0.04 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.00 Movement, Approach, & Intersection Results
Number of Storage Spaces in Median 0 0 0 0
Two-Stage Gap Acceptance No No
Storage Area [veh] 0 0 0 0
Flared Lane No No
Priority Scheme Stop Stop Free Free
Intersection Settings
9 3/17/2022
Scenario 11: 11 OYP AM
291 N Lyon Residential Project
Version 2022 (SP 0-0) TJW Engineering, Inc.

Generated with

4.1.y
Packet Pg. 1501 Attachment: Appendix J - Trafic Impact Analysis (JA Bray Community T38202 (P21-076)) Intersection Analysis Summary
Report File: C:\...\OYP PM.pdf 3/17/2022
Vistro File: C:\...\Base.vistro Scenario 12 OYP PM
291 N Lyon Residential Project
V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst (highest) delay value. For all other control types, they are taken for the whole intersection.

NB Thru 0.005 9.6 A
HCM 6th
Edition 4 Marilyn Dr/Estrella St Two-way stop
WB Left 0.084 17.8 C
HCM 6th
Edition 3 Lyon Ave/Appaloosa Dr Two-way stop
WB Thru 0.856 34.1 D
HCM 6th
Edition 2 Lyon Ave/Cottonwood Ave All-way stop
SB Thru 0.470 11.1 B
HCM 6th
Edition 1 Lyon Ave/De Anza Dr All-way stop
ID Intersection Name Control Type Method Worst Mvmt V/C Delay (s/veh) LOS 1 3/17/2022
Scenario 12: 12 OYP PM
291 N Lyon Residential Project
Version 2022 (SP 0-0) TJW Engineering, Inc.

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4.1.y
Packet Pg. 1502 Attachment: Appendix J - Trafic Impact Analysis (JA Bray Community T38202 (P21-076)) Volume to Capacity (v/c): 0.470
Level Of Service: B
Delay (sec / veh): 11.1
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: All-way stop
Intersection 1: Lyon Ave/De Anza Dr
Intersection Level Of Service Report
Crosswalk No No No
Grade [%] 0.00 0.00 0.00
Speed [mph] 45.00 50.00 40.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00
No. of Lanes in Exit Pocket 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 1 0 0 0 1
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00
Turning Movement Thru Right Left Thru Left Right
Lane Configuration
Approach Northbound Southbound Westbound
Name Lyon Avenue Lyon Avenue De Anza Dr
Intersection Setup
Pedestrian Volume [ped/h] 0 0 0
Total Analysis Volume [veh/h] 271 146 55 272 76 49
Total 15-Minute Volume [veh/h] 68 36 14 68 19 12
Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.9130 0.9130 0.9130 0.9130 0.9130 0.9130 Total Hourly Volume [veh/h] 247 133 50 248 69 45
Other Volume [veh/h] 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0
Pass-by Trips [veh/h] 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0
Site-Generated Trips [veh/h] 24 53 0 27 18 0
In-Process Volume [veh/h] 0 0 0 0 0 0
Growth Factor 1.0404 1.0404 1.0404 1.0404 1.0404 1.0404 Heavy Vehicles Percentage [%] 0.00 0.00 0.00 0.00 0.00 0.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 214 77 48 212 49 43
Name Lyon Avenue Lyon Avenue De Anza Dr
Volumes
2 3/17/2022
Scenario 12: 12 OYP PM
291 N Lyon Residential Project
Version 2022 (SP 0-0) TJW Engineering, Inc.

Generated with

4.1.y
Packet Pg. 1503 Attachment: Appendix J - Trafic Impact Analysis (JA Bray Community T38202 (P21-076)) Intersection LOS B
Intersection Delay [s/veh] 11.07
Approach LOS B B A
Approach Delay [s/veh] 10.19 12.67 9.79
95th-Percentile Queue Length [ft] 46.82 16.66 63.04 12.29 6.06 95th-Percentile Queue Length [veh] 1.87 0.67 2.52 0.49 0.24 Movement, Approach, & Intersection Results
Degree of Utilization, x 0.39 0.18 0.47 0.14 0.07
Capacity per Entry Lane [veh/h] 690 798 696 536 654
Lanes
Intersection Settings
3 3/17/2022
Scenario 12: 12 OYP PM
291 N Lyon Residential Project
Version 2022 (SP 0-0) TJW Engineering, Inc.

Generated with

4.1.y
Packet Pg. 1504 Attachment: Appendix J - Trafic Impact Analysis (JA Bray Community T38202 (P21-076)) Volume to Capacity (v/c): 0.856
Level Of Service: D
Delay (sec / veh): 34.1
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: All-way stop
Intersection 2: Lyon Ave/Cottonwood Ave
Intersection Level Of Service Report
Crosswalk No Yes No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 50.00 30.00 45.00 45.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 1 0 0 1 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Lyon Avenue Lyon Avenue Conttonwood Avenue Conttonwood Avenue Intersection Setup
Pedestrian Volume [ped/h] 0 0 0 0
Total Analysis Volume [veh/h] 49 213 23 35 215 116 97 310 41 19 275 58 Total 15-Minute Volume [veh/h] 12 53 6 9 54 29 24 78 10 5 69 15 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.9610 0.9610 0.9610 0.9610 0.9610 0.9610 0.9610 0.9610 0.9610 0.9610 0.9610 0.9610 Total Hourly Volume [veh/h] 47 205 22 34 207 111 93 298 39 18 264 56 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 9 23 0 10 7 16 25 9 9 0 9 29 In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0404 1.0404 1.0404 1.0404 1.0404 1.0404 1.0404 1.0404 1.0404 1.0404 1.0404 1.0404 Heavy Vehicles Percentage [%] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 37 175 21 23 192 91 65 278 29 17 245 26 Name Lyon Avenue Lyon Avenue Conttonwood Avenue Conttonwood Avenue Volumes
4 3/17/2022
Scenario 12: 12 OYP PM
291 N Lyon Residential Project
Version 2022 (SP 0-0) TJW Engineering, Inc.

Generated with

4.1.y
Packet Pg. 1505 Attachment: Appendix J - Trafic Impact Analysis (JA Bray Community T38202 (P21-076)) Intersection LOS D
Intersection Delay [s/veh] 34.08
Approach LOS D C E E
Approach Delay [s/veh] 33.76 17.75 38.40 45.84
95th-Percentile Queue Length [ft] 142.76 7.41 73.90 25.68 24.53 206.71 209.20 95th-Percentile Queue Length [veh] 5.71 0.30 2.96 1.03 0.98 8.27 8.37 Movement, Approach, & Intersection Results
Degree of Utilization, x 0.73 0.09 0.52 0.26 0.25 0.85 0.86 Capacity per Entry Lane [veh/h] 389 386 410 447 386 413 412 Lanes
Intersection Settings
5 3/17/2022
Scenario 12: 12 OYP PM
291 N Lyon Residential Project
Version 2022 (SP 0-0) TJW Engineering, Inc.

Generated with

4.1.y
Packet Pg. 1506 Attachment: Appendix J - Trafic Impact Analysis (JA Bray Community T38202 (P21-076)) Volume to Capacity (v/c): 0.084
Level Of Service: C
Delay (sec / veh): 17.8
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Two-way stop
Intersection 3: Lyon Ave/Appaloosa Dr
Intersection Level Of Service Report
Crosswalk No No No Yes
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 50.00 50.00 15.00 30.00
Exit Pocket Length [ft] 100.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 1 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Lyon Avenue Lyon Avenue Appaloosa Drive
Intersection Setup
Pedestrian Volume [ped/h] 0 0 0 0
Total Analysis Volume [veh/h] 8 336 42 24 348 5 14 0 7 26 0 15 Total 15-Minute Volume [veh/h] 2 84 11 6 87 1 4 0 2 7 0 4 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.9200 0.9200 0.9200 0.9200 0.9200 0.9200 0.9200 0.9200 0.9200 0.9200 0.9200 0.9200 Total Hourly Volume [veh/h] 7 309 39 22 320 5 13 0 6 24 0 14 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 38 39 22 9 0 5 0 0 24 0 14 In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0404 1.0404 1.0404 1.0404 1.0404 1.0404 1.0404 1.0404 1.0404 1.0404 1.0404 1.0404 Heavy Vehicles Percentage [%] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 7 260 0 0 299 5 8 0 6 0 0 0
Name Lyon Avenue Lyon Avenue Appaloosa Drive
Volumes
6 3/17/2022
Scenario 12: 12 OYP PM
291 N Lyon Residential Project
Version 2022 (SP 0-0) TJW Engineering, Inc.

Generated with

4.1.y
Packet Pg. 1507 Attachment: Appendix J - Trafic Impact Analysis (JA Bray Community T38202 (P21-076)) Intersection LOS C
d_I, Intersection Delay [s/veh] 1.46
Approach LOS A A C C
d_A, Approach Delay [s/veh] 0.17 0.51 15.17 15.42
95th-Percentile Queue Length [ft/ln] 0.50 0.50 0.50 1.54 1.54 1.54 4.43 4.43 4.43 8.83 8.83 8.83 95th-Percentile Queue Length [veh/ln] 0.02 0.02 0.02 0.06 0.06 0.06 0.18 0.18 0.18 0.35 0.35 0.35 Movement LOS A A A A A A C C B C C B
d_M, Delay for Movement [s/veh] 7.98 0.00 0.00 8.08 0.00 0.00 17.39 17.07 10.73 17.79 17.33 11.31 V/C, Movement V/C Ratio 0.01 0.00 0.00 0.02 0.00 0.00 0.05 0.00 0.01 0.08 0.00 0.02 Movement, Approach, & Intersection Results
Number of Storage Spaces in Median 0 0 0 0
Two-Stage Gap Acceptance No No
Storage Area [veh] 0 0 0 0
Flared Lane No No
Priority Scheme Free Free Stop Stop
Intersection Settings
7 3/17/2022
Scenario 12: 12 OYP PM
291 N Lyon Residential Project
Version 2022 (SP 0-0) TJW Engineering, Inc.

Generated with

4.1.y
Packet Pg. 1508 Attachment: Appendix J - Trafic Impact Analysis (JA Bray Community T38202 (P21-076)) Volume to Capacity (v/c): 0.005
Level Of Service: A
Delay (sec / veh): 9.6
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Two-way stop
Intersection 4: Marilyn Dr/Estrella St
Intersection Level Of Service Report
Crosswalk No No Yes No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 30.00 30.00 30.00 30.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Marilyn Drive Marilyn Drive Estrella Street
Intersection Setup
Pedestrian Volume [ped/h] 0 0 0 0
Total Analysis Volume [veh/h] 28 4 8 27 5 0 0 13 15 8 22 25 Total 15-Minute Volume [veh/h] 7 1 2 7 1 0 0 3 4 2 6 6
Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.9870 0.9870 0.9870 0.9870 0.9870 0.9870 0.9870 0.9870 0.9870 0.9870 0.9870 0.9870 Total Hourly Volume [veh/h] 28 4 8 27 5 0 0 13 15 8 22 25 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 28 0 0 0 0 0 0 13 15 0 22 0 In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0404 1.0404 1.0404 1.0404 1.0404 1.0404 1.0404 1.0404 1.0404 1.0404 1.0404 1.0404 Heavy Vehicles Percentage [%] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 0 4 8 26 5 0 0 0 0 8 0 24
Name Marilyn Drive Marilyn Drive Estrella Street
Volumes
8 3/17/2022
Scenario 12: 12 OYP PM
291 N Lyon Residential Project
Version 2022 (SP 0-0) TJW Engineering, Inc.

Generated with

4.1.y
Packet Pg. 1509 Attachment: Appendix J - Trafic Impact Analysis (JA Bray Community T38202 (P21-076)) Intersection LOS A
d_I, Intersection Delay [s/veh] 4.61
Approach LOS A A A A
d_A, Approach Delay [s/veh] 9.06 9.21 0.00 1.06
95th-Percentile Queue Length [ft/ln] 3.38 3.38 3.38 2.80 2.80 2.80 0.00 0.00 0.00 0.38 0.38 0.38 95th-Percentile Queue Length [veh/ln] 0.14 0.14 0.14 0.11 0.11 0.11 0.00 0.00 0.00 0.02 0.02 0.02 Movement LOS A A A A A A A A A A A A
d_M, Delay for Movement [s/veh] 9.11 9.64 8.56 9.14 9.59 8.60 7.29 0.00 0.00 7.26 0.00 0.00 V/C, Movement V/C Ratio 0.03 0.00 0.01 0.03 0.01 0.00 0.00 0.00 0.00 0.01 0.00 0.00 Movement, Approach, & Intersection Results
Number of Storage Spaces in Median 0 0 0 0
Two-Stage Gap Acceptance No No
Storage Area [veh] 0 0 0 0
Flared Lane No No
Priority Scheme Stop Stop Free Free
Intersection Settings
9 3/17/2022
Scenario 12: 12 OYP PM
291 N Lyon Residential Project
Version 2022 (SP 0-0) TJW Engineering, Inc.

Generated with

4.1.y
Packet Pg. 1510 Attachment: Appendix J - Trafic Impact Analysis (JA Bray Community T38202 (P21-076)) Mitigation Conditions

4.1.y
Packet Pg. 1511 Attachment: Appendix J - Trafic Impact Analysis (JA Bray Community T38202 (P21-076)) Intersection Analysis Summary
Report File: C:\...\MIT AM.pdf 3/23/2022
Vistro File: C:\...\Base.vistro Scenario 13 MIT OYP AM
291 N Lyon Residential Project
V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst (highest) delay value. For all other control types, they are taken for the whole intersection.

EB Left 0.609 7.9 A
HCM 6th
Edition 3 Lyon Ave/Appaloosa Dr Signalized
NB Thru 0.554 14.4 B
HCM 6th
Edition 2 Lyon Ave/Cottonwood Ave Signalized
ID Intersection Name Control Type Method Worst Mvmt V/C Delay (s/veh) LOS 1 3/23/2022
Scenario 13: 13 MIT OYP AM
291 N Lyon Residential Project
Version 2022 (SP 0-0) TJW Engineering, Inc.

Generated with

4.1.y
Packet Pg. 1512 Attachment: Appendix J - Trafic Impact Analysis (JA Bray Community T38202 (P21-076)) Volume to Capacity (v/c): 0.554
Level Of Service: B
Delay (sec / veh): 14.4
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Signalized
Intersection 2: Lyon Ave/Cottonwood Ave
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Curb Present No No No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 50.00 30.00 45.00 45.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 1 0 0 1 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Lyon Avenue Lyon Avenue Conttonwood Avenue Conttonwood Avenue Intersection Setup
2 3/23/2022
Scenario 13: 13 MIT OYP AM
291 N Lyon Residential Project
Version 2022 (SP 0-0) TJW Engineering, Inc.

Generated with

4.1.y
Packet Pg. 1513 Attachment: Appendix J - Trafic Impact Analysis (JA Bray Community T38202 (P21-076)) Bicycle Volume [bicycles/h] 0 0 0 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 0 0 0 0
v_co, Outbound Pedestrian Volume crossing 0 0 0 0
v_di, Inbound Pedestrian Volume crossing m 0 0 0 0
v_do, Outbound Pedestrian Volume crossing 0 0 0 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No No No
Total Analysis Volume [veh/h] 54 309 25 76 175 193 255 368 28 24 262 254 Total 15-Minute Volume [veh/h] 14 77 6 19 44 48 64 92 7 6 65 63 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.8670 0.8670 0.8670 0.8670 0.8670 0.8670 0.8670 0.8670 0.8670 0.8670 0.8670 0.8670 Total Hourly Volume [veh/h] 47 268 22 66 152 167 221 319 24 21 227 220 Right Turn on Red Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 11 65 0 14 9 20 37 9 9 0 11 67 In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0404 1.0404 1.0404 1.0404 1.0404 1.0404 1.0404 1.0404 1.0404 1.0404 1.0404 1.0404 Heavy Vehicles Percentage [%] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 35 195 21 50 137 141 177 298 14 20 208 147 Name Lyon Avenue Lyon Avenue Conttonwood Avenue Conttonwood Avenue Volumes
3 3/23/2022
Scenario 13: 13 MIT OYP AM
291 N Lyon Residential Project
Version 2022 (SP 0-0) TJW Engineering, Inc.

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Packet Pg. 1514 Attachment: Appendix J - Trafic Impact Analysis (JA Bray Community T38202 (P21-076)) Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Recall No No No No
Maximum Recall No No No No
Minimum Recall No No No No
l2, Clearance Lost Time [s] 0.0 2.0 0.0 0.0 2.0 0.0 0.0 2.0 0.0 0.0 2.0 0.0 l1, Start-Up Lost Time [s] 0.0 2.0 0.0 0.0 2.0 0.0 0.0 2.0 0.0 0.0 2.0 0.0 Rest In Walk No No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0 10 0 0 10 0 0 10 0 0 14 0
Walk [s] 0 5 0 0 5 0 0 5 0 0 5 0
Vehicle Extension [s] 0.0 3.0 0.0 0.0 3.0 0.0 0.0 3.0 0.0 0.0 3.0 0.0 Split [s] 0 23 0 0 23 0 0 37 0 0 37 0
All red [s] 0.0 1.0 0.0 0.0 1.0 0.0 0.0 1.0 0.0 0.0 1.0 0.0 Amber [s] 0.0 3.0 0.0 0.0 3.0 0.0 0.0 3.0 0.0 0.0 3.0 0.0 Maximum Green [s] 0 30 0 0 30 0 0 30 0 0 30 0
Minimum Green [s] 0 10 0 0 10 0 0 10 0 0 10 0
Lead / Lag - - - - - - - - - - - -
Auxiliary Signal Groups
Signal Group 0 6 0 0 2 0 0 8 0 0 4 0
Control Type Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Phasing & Timing
Lost time [s] 2.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 0.0
Actuation Type Fully actuated
Coordination Type Time of Day Pattern Isolated
Cycle Length [s] 60
Signal Coordination Group -
Located in CBD No
Intersection Settings
4 3/23/2022
Scenario 13: 13 MIT OYP AM
291 N Lyon Residential Project
Version 2022 (SP 0-0) TJW Engineering, Inc.

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Packet Pg. 1515 Attachment: Appendix J - Trafic Impact Analysis (JA Bray Community T38202 (P21-076)) 95th-Percentile Queue Length [ft/ln] 180.61 43.26 75.45 88.32 133.90 108.87 172.02 95th-Percentile Queue Length [veh/ln] 7.22 1.73 3.02 3.53 5.36 4.35 6.88 50th-Percentile Queue Length [ft/ln] 100.34 24.03 41.92 49.07 74.39 60.49 95.57 50th-Percentile Queue Length [veh/ln] 4.01 0.96 1.68 1.96 2.98 2.42 3.82 Critical Lane Group Yes No No No No No Yes
Lane Group LOS B B B B B A B
d, Delay for Lane Group [s/veh] 19.64 19.20 15.04 16.16 19.47 9.07 10.70 X, volume / capacity 0.57 0.30 0.26 0.34 0.70 0.41 0.56 Lane Group Results
PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Rp, platoon ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00
d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 3.51 2.91 0.98 1.67 2.38 0.27 0.67 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.50 0.50 0.50 0.50 0.11 0.11 0.14 d1, Uniform Delay [s] 16.13 16.29 14.06 14.49 17.09 8.80 10.03 c, Capacity [veh/h] 677 257 661 562 367 974 957
s, saturation flow rate [veh/h] 1749 1063 1900 1615 899 1877 1723 (v / s)_i Volume / Saturation Flow Rate 0.22 0.07 0.09 0.12 0.28 0.21 0.31 g / C, Green / Cycle 0.36 0.36 0.36 0.36 0.51 0.51 0.51 g_i, Effective Green Time [s] 22 22 22 22 30 30 30
l2, Clearance Lost Time [s] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 l1_p, Permitted Start-Up Lost Time [s] 2.00 2.00 0.00 0.00 2.00 0.00 2.00 L, Total Lost Time per Cycle [s] 4.00 4.00 4.00 4.00 4.00 4.00 4.00 C, Cycle Length [s] 60 60 60 60 60 60 60
Lane Group C L C R L C C
Lane Group Calculations
5 3/23/2022
Scenario 13: 13 MIT OYP AM
291 N Lyon Residential Project
Version 2022 (SP 0-0) TJW Engineering, Inc.

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Packet Pg. 1516 Attachment: Appendix J - Trafic Impact Analysis (JA Bray Community T38202 (P21-076)) Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 19.64 19.64 19.64 19.20 15.04 16.16 19.47 9.07 9.07 10.70 10.70 10.70 Movement LOS B B B B B B B A A B B B
d_A, Approach Delay [s/veh] 19.64 16.24 13.15 10.70
Approach LOS B B B B
d_I, Intersection Delay [s/veh] 14.42
Intersection LOS B
Intersection V/C 0.554
Other Modes
g_Walk,mi, Effective Walk Time [s] 9.0 9.0 9.0 9.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 21.68 21.68 21.68 21.68
I_p,int, Pedestrian LOS Score for Intersection 2.229 2.782 2.613 2.541 Crosswalk LOS B C B B
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 633 633 1100 1100 d_b, Bicycle Delay [s] 14.01 14.01 6.08 6.08
I_b,int, Bicycle LOS Score for Intersection 2.200 2.292 2.634 2.451 Bicycle LOS B B B B
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 - 6 - 8 - - - - - - - - - - - -
Ring 1 - 2 - 4 - - - - - - - - - - - -
Sequence
6 3/23/2022
Scenario 13: 13 MIT OYP AM
291 N Lyon Residential Project
Version 2022 (SP 0-0) TJW Engineering, Inc.

Generated with

4.1.y
Packet Pg. 1517 Attachment: Appendix J - Trafic Impact Analysis (JA Bray Community T38202 (P21-076)) Volume to Capacity (v/c): 0.609
Level Of Service: A
Delay (sec / veh): 7.9
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Signalized
Intersection 3: Lyon Ave/Appaloosa Dr
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Curb Present No No No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 50.00 50.00 15.00 30.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Lyon Avenue Lyon Avenue Appaloosa Drive
Intersection Setup
7 3/23/2022
Scenario 13: 13 MIT OYP AM
291 N Lyon Residential Project
Version 2022 (SP 0-0) TJW Engineering, Inc.

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Packet Pg. 1518 Attachment: Appendix J - Trafic Impact Analysis (JA Bray Community T38202 (P21-076)) Bicycle Volume [bicycles/h] 0 0 0 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 0 0 0 0
v_co, Outbound Pedestrian Volume crossing 0 0 0 0
v_di, Inbound Pedestrian Volume crossing m 0 0 0 0
v_do, Outbound Pedestrian Volume crossing 0 0 0 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No No No
Total Analysis Volume [veh/h] 17 963 16 8 471 41 86 0 17 45 0 25 Total 15-Minute Volume [veh/h] 4 241 4 2 118 10 22 0 4 11 0 6 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.7090 0.7090 0.7090 0.7090 0.7090 0.7090 0.7090 0.7090 0.7090 0.7090 0.7090 0.7090 Total Hourly Volume [veh/h] 12 683 11 6 334 29 61 0 12 32 0 18 Right Turn on Red Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 158 11 6 11 0 25 0 0 32 0 18 In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0404 1.0404 1.0404 1.0404 1.0404 1.0404 1.0404 1.0404 1.0404 1.0404 1.0404 1.0404 Heavy Vehicles Percentage [%] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 12 505 0 0 310 28 35 0 12 0 0 0 Name Lyon Avenue Lyon Avenue Appaloosa Drive
Volumes
8 3/23/2022
Scenario 13: 13 MIT OYP AM
291 N Lyon Residential Project
Version 2022 (SP 0-0) TJW Engineering, Inc.

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Packet Pg. 1519 Attachment: Appendix J - Trafic Impact Analysis (JA Bray Community T38202 (P21-076)) Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Recall No No No No
Maximum Recall No No No No
Minimum Recall No No No No
l2, Clearance Lost Time [s] 0.0 2.0 0.0 0.0 2.0 0.0 0.0 2.0 0.0 0.0 2.0 0.0 l1, Start-Up Lost Time [s] 0.0 2.0 0.0 0.0 2.0 0.0 0.0 2.0 0.0 0.0 2.0 0.0 Rest In Walk No No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0 10 0 0 10 0 0 10 0 0 10 0
Walk [s] 0 5 0 0 5 0 0 5 0 0 5 0
Vehicle Extension [s] 0.0 3.0 0.0 0.0 3.0 0.0 0.0 3.0 0.0 0.0 3.0 0.0 Split [s] 0 46 0 0 46 0 0 29 0 0 29 0
All red [s] 0.0 1.0 0.0 0.0 1.0 0.0 0.0 1.0 0.0 0.0 1.0 0.0 Amber [s] 0.0 3.0 0.0 0.0 3.0 0.0 0.0 3.0 0.0 0.0 3.0 0.0 Maximum Green [s] 0 30 0 0 30 0 0 30 0 0 30 0
Minimum Green [s] 0 10 0 0 10 0 0 10 0 0 10 0
Lead / Lag - - - - - - - - - - - -
Auxiliary Signal Groups
Signal Group 0 6 0 0 2 0 0 8 0 0 4 0
Control Type Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Phasing & Timing
Lost time [s] 2.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 0.0
Actuation Type Fully actuated
Coordination Type Time of Day Pattern Isolated
Cycle Length [s] 75
Signal Coordination Group -
Located in CBD No
Intersection Settings
9 3/23/2022
Scenario 13: 13 MIT OYP AM
291 N Lyon Residential Project
Version 2022 (SP 0-0) TJW Engineering, Inc.

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Packet Pg. 1520 Attachment: Appendix J - Trafic Impact Analysis (JA Bray Community T38202 (P21-076)) 95th-Percentile Queue Length [ft/ln] 127.69 40.99 82.17 52.37 95th-Percentile Queue Length [veh/ln] 5.11 1.64 3.29 2.09 50th-Percentile Queue Length [ft/ln] 70.94 22.77 45.65 29.09 50th-Percentile Queue Length [veh/ln] 2.84 0.91 1.83 1.16 Critical Lane Group Yes No Yes No
Lane Group LOS A A C C
d, Delay for Lane Group [s/veh] 6.32 3.29 31.64 30.75
X, volume / capacity 0.66 0.35 0.37 0.25
Lane Group Results
PF, progression factor 1.00 1.00 1.00 1.00
Rp, platoon ratio 1.00 1.00 1.00 1.00
d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00
d2, Incremental Delay [s] 2.30 0.65 0.80 0.46
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00
k, delay calibration 0.50 0.50 0.11 0.11
d1, Uniform Delay [s] 4.02 2.64 30.85 30.29
c, Capacity [veh/h] 1506 1487 281 280
s, saturation flow rate [veh/h] 1881 1857 1626 1689
(v / s)_i Volume / Saturation Flow Rate 0.53 0.28 0.06 0.04 g / C, Green / Cycle 0.78 0.78 0.12 0.12
g_i, Effective Green Time [s] 58 58 9 9
l2, Clearance Lost Time [s] 2.00 2.00 2.00 2.00
l1_p, Permitted Start-Up Lost Time [s] 2.00 2.00 2.00 2.00 L, Total Lost Time per Cycle [s] 4.00 4.00 4.00 4.00
C, Cycle Length [s] 75 75 75 75
Lane Group C C C C
Lane Group Calculations
10 3/23/2022
Scenario 13: 13 MIT OYP AM
291 N Lyon Residential Project
Version 2022 (SP 0-0) TJW Engineering, Inc.

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Packet Pg. 1521 Attachment: Appendix J - Trafic Impact Analysis (JA Bray Community T38202 (P21-076)) Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 6.32 6.32 6.32 3.29 3.29 3.29 31.64 31.64 31.64 30.75 30.75 30.75 Movement LOS A A A A A A C C C C C C
d_A, Approach Delay [s/veh] 6.32 3.29 31.64 30.75
Approach LOS A A C C
d_I, Intersection Delay [s/veh] 7.94
Intersection LOS A
Intersection V/C 0.609
Other Modes
g_Walk,mi, Effective Walk Time [s] 9.0 9.0 9.0 9.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 29.03 29.03 29.03 29.03
I_p,int, Pedestrian LOS Score for Intersection 2.825 2.918 1.771 1.764 Crosswalk LOS C C A A
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 1120 1120 667 667 d_b, Bicycle Delay [s] 7.26 7.26 16.66 16.66
I_b,int, Bicycle LOS Score for Intersection 3.203 2.418 1.730 1.675 Bicycle LOS C B A A
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 - 6 - 8 - - - - - - - - - - - -
Ring 1 - 2 - 4 - - - - - - - - - - - -
Sequence
11 3/23/2022
Scenario 13: 13 MIT OYP AM
291 N Lyon Residential Project
Version 2022 (SP 0-0) TJW Engineering, Inc.

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Packet Pg. 1522 Attachment: Appendix J - Trafic Impact Analysis (JA Bray Community T38202 (P21-076)) Intersection Analysis Summary
Report File: C:\...\MIT PM.pdf 3/23/2022
Vistro File: C:\...\Base.vistro Scenario 14 MIT OYP PM
291 N Lyon Residential Project
V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst (highest) delay value. For all other control types, they are taken for the whole intersection.

WB Left 0.241 4.0 A
HCM 6th
Edition 3 Lyon Ave/Appaloosa Dr Signalized
EB Left 0.379 13.2 B
HCM 6th
Edition 2 Lyon Ave/Cottonwood Ave Signalized
ID Intersection Name Control Type Method Worst Mvmt V/C Delay (s/veh) LOS 1 3/23/2022
Scenario 14: 14 MIT OYP PM
291 N Lyon Residential Project
Version 2022 (SP 0-0) TJW Engineering, Inc.

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Packet Pg. 1523 Attachment: Appendix J - Trafic Impact Analysis (JA Bray Community T38202 (P21-076)) Volume to Capacity (v/c): 0.379
Level Of Service: B
Delay (sec / veh): 13.2
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Signalized
Intersection 2: Lyon Ave/Cottonwood Ave
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Curb Present No No No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 50.00 30.00 45.00 45.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 1 0 0 1 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Lyon Avenue Lyon Avenue Conttonwood Avenue Conttonwood Avenue Intersection Setup
2 3/23/2022
Scenario 14: 14 MIT OYP PM
291 N Lyon Residential Project
Version 2022 (SP 0-0) TJW Engineering, Inc.

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Packet Pg. 1524 Attachment: Appendix J - Trafic Impact Analysis (JA Bray Community T38202 (P21-076)) Bicycle Volume [bicycles/h] 0 0 0 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 0 0 0 0
v_co, Outbound Pedestrian Volume crossing 0 0 0 0
v_di, Inbound Pedestrian Volume crossing m 0 0 0 0
v_do, Outbound Pedestrian Volume crossing 0 0 0 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No No No
Total Analysis Volume [veh/h] 49 213 23 35 215 116 97 310 41 19 275 58 Total 15-Minute Volume [veh/h] 12 53 6 9 54 29 24 78 10 5 69 15 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.9610 0.9610 0.9610 0.9610 0.9610 0.9610 0.9610 0.9610 0.9610 0.9610 0.9610 0.9610 Total Hourly Volume [veh/h] 47 205 22 34 207 111 93 298 39 18 264 56 Right Turn on Red Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 9 23 0 10 7 16 25 9 9 0 9 29 In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0404 1.0404 1.0404 1.0404 1.0404 1.0404 1.0404 1.0404 1.0404 1.0404 1.0404 1.0404 Heavy Vehicles Percentage [%] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 37 175 21 23 192 91 65 278 29 17 245 26 Name Lyon Avenue Lyon Avenue Conttonwood Avenue Conttonwood Avenue Volumes
3 3/23/2022
Scenario 14: 14 MIT OYP PM
291 N Lyon Residential Project
Version 2022 (SP 0-0) TJW Engineering, Inc.

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Packet Pg. 1525 Attachment: Appendix J - Trafic Impact Analysis (JA Bray Community T38202 (P21-076)) Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Recall No No No No
Maximum Recall No No No No
Minimum Recall No No No No
l2, Clearance Lost Time [s] 0.0 2.0 0.0 0.0 2.0 0.0 0.0 2.0 0.0 0.0 2.0 0.0 l1, Start-Up Lost Time [s] 0.0 2.0 0.0 0.0 2.0 0.0 0.0 2.0 0.0 0.0 2.0 0.0 Rest In Walk No No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0 10 0 0 10 0 0 10 0 0 14 0
Walk [s] 0 5 0 0 5 0 0 5 0 0 5 0
Vehicle Extension [s] 0.0 3.0 0.0 0.0 3.0 0.0 0.0 3.0 0.0 0.0 3.0 0.0 Split [s] 0 14 0 0 14 0 0 46 0 0 46 0
All red [s] 0.0 1.0 0.0 0.0 1.0 0.0 0.0 1.0 0.0 0.0 1.0 0.0 Amber [s] 0.0 3.0 0.0 0.0 3.0 0.0 0.0 3.0 0.0 0.0 3.0 0.0 Maximum Green [s] 0 30 0 0 30 0 0 30 0 0 30 0
Minimum Green [s] 0 10 0 0 10 0 0 10 0 0 10 0
Lead / Lag - - - - - - - - - - - -
Auxiliary Signal Groups
Signal Group 0 6 0 0 2 0 0 8 0 0 4 0
Control Type Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Phasing & Timing
Lost time [s] 2.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 0.0
Actuation Type Fully actuated
Coordination Type Time of Day Pattern Isolated
Cycle Length [s] 60
Signal Coordination Group -
Located in CBD No
Intersection Settings
4 3/23/2022
Scenario 14: 14 MIT OYP PM
291 N Lyon Residential Project
Version 2022 (SP 0-0) TJW Engineering, Inc.

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Packet Pg. 1526 Attachment: Appendix J - Trafic Impact Analysis (JA Bray Community T38202 (P21-076)) 95th-Percentile Queue Length [ft/ln] 72.98 9.92 62.00 32.34 55.99 148.48 148.82 95th-Percentile Queue Length [veh/ln] 2.92 0.40 2.48 1.29 2.24 5.94 5.95 50th-Percentile Queue Length [ft/ln] 40.55 5.51 34.44 17.97 31.10 82.49 82.68 50th-Percentile Queue Length [veh/ln] 1.62 0.22 1.38 0.72 1.24 3.30 3.31 Critical Lane Group Yes No No No No No Yes
Lane Group LOS A A A A C B B
d, Delay for Lane Group [s/veh] 8.97 7.52 8.33 7.82 21.74 16.45 16.42 X, volume / capacity 0.30 0.06 0.22 0.14 0.49 0.54 0.52 Lane Group Results
PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Rp, platoon ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00
d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 0.79 0.19 0.51 0.34 1.84 0.71 0.63 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.50 0.50 0.50 0.50 0.11 0.11 0.11 d1, Uniform Delay [s] 8.18 7.33 7.82 7.47 19.90 15.74 15.79 c, Capacity [veh/h] 962 590 986 838 199 647 673
s, saturation flow rate [veh/h] 1718 1162 1900 1615 1064 1862 1756 (v / s)_i Volume / Saturation Flow Rate 0.17 0.03 0.11 0.07 0.09 0.19 0.20 g / C, Green / Cycle 0.52 0.52 0.52 0.52 0.35 0.35 0.35 g_i, Effective Green Time [s] 31 31 31 31 21 21 21
l2, Clearance Lost Time [s] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 l1_p, Permitted Start-Up Lost Time [s] 2.00 2.00 0.00 0.00 2.00 0.00 2.00 L, Total Lost Time per Cycle [s] 4.00 4.00 4.00 4.00 4.00 4.00 4.00 C, Cycle Length [s] 60 60 60 60 60 60 60
Lane Group C L C R L C C
Lane Group Calculations
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Packet Pg. 1527 Attachment: Appendix J - Trafic Impact Analysis (JA Bray Community T38202 (P21-076)) Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 8.97 8.97 8.97 7.52 8.33 7.82 21.74 16.45 16.45 16.42 16.42 16.42 Movement LOS A A A A A A C B B B B B
d_A, Approach Delay [s/veh] 8.97 8.09 17.60 16.42
Approach LOS A A B B
d_I, Intersection Delay [s/veh] 13.22
Intersection LOS B
Intersection V/C 0.379
Other Modes
g_Walk,mi, Effective Walk Time [s] 9.0 9.0 9.0 9.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 21.68 21.68 21.68 21.68
I_p,int, Pedestrian LOS Score for Intersection 2.178 2.429 2.506 2.272 Crosswalk LOS B B B B
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 333 333 1400 1400 d_b, Bicycle Delay [s] 20.84 20.84 2.70 2.70
I_b,int, Bicycle LOS Score for Intersection 2.030 2.164 2.299 2.140 Bicycle LOS B B B B
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 - 6 - 8 - - - - - - - - - - - -
Ring 1 - 2 - 4 - - - - - - - - - - - -
Sequence
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Packet Pg. 1528 Attachment: Appendix J - Trafic Impact Analysis (JA Bray Community T38202 (P21-076)) Volume to Capacity (v/c): 0.241
Level Of Service: A
Delay (sec / veh): 4.0
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Signalized
Intersection 3: Lyon Ave/Appaloosa Dr
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Curb Present No No No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 50.00 50.00 15.00 30.00
Exit Pocket Length [ft] 100.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 1 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Lyon Avenue Lyon Avenue Appaloosa Drive
Intersection Setup
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Packet Pg. 1529 Attachment: Appendix J - Trafic Impact Analysis (JA Bray Community T38202 (P21-076)) Bicycle Volume [bicycles/h] 0 0 0 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 0 0 0 0
v_co, Outbound Pedestrian Volume crossing 0 0 0 0
v_di, Inbound Pedestrian Volume crossing m 0 0 0 0
v_do, Outbound Pedestrian Volume crossing 0 0 0 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No No No
Total Analysis Volume [veh/h] 8 336 42 24 348 5 14 0 7 26 0 15 Total 15-Minute Volume [veh/h] 2 84 11 6 87 1 4 0 2 7 0 4 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.9200 0.9200 0.9200 0.9200 0.9200 0.9200 0.9200 0.9200 0.9200 0.9200 0.9200 0.9200 Total Hourly Volume [veh/h] 7 309 39 22 320 5 13 0 6 24 0 14 Right Turn on Red Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 38 39 22 9 0 5 0 0 24 0 14 In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0404 1.0404 1.0404 1.0404 1.0404 1.0404 1.0404 1.0404 1.0404 1.0404 1.0404 1.0404 Heavy Vehicles Percentage [%] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 7 260 0 0 299 5 8 0 6 0 0 0
Name Lyon Avenue Lyon Avenue Appaloosa Drive
Volumes
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Packet Pg. 1530 Attachment: Appendix J - Trafic Impact Analysis (JA Bray Community T38202 (P21-076)) Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Recall No No No No
Maximum Recall No No No No
Minimum Recall No No No No
l2, Clearance Lost Time [s] 0.0 2.0 0.0 0.0 2.0 0.0 0.0 2.0 0.0 0.0 2.0 0.0 l1, Start-Up Lost Time [s] 0.0 2.0 0.0 0.0 2.0 0.0 0.0 2.0 0.0 0.0 2.0 0.0 Rest In Walk No No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0 7 0 0 10 0 0 10 0 0 10 0
Walk [s] 0 5 0 0 5 0 0 5 0 0 5 0
Vehicle Extension [s] 0.0 3.0 0.0 0.0 3.0 0.0 0.0 3.0 0.0 0.0 3.0 0.0 Split [s] 0 45 0 0 45 0 0 15 0 0 15 0
All red [s] 0.0 1.0 0.0 0.0 1.0 0.0 0.0 1.0 0.0 0.0 1.0 0.0 Amber [s] 0.0 3.0 0.0 0.0 3.0 0.0 0.0 3.0 0.0 0.0 3.0 0.0 Maximum Green [s] 0 30 0 0 30 0 0 30 0 0 30 0
Minimum Green [s] 0 10 0 0 10 0 0 10 0 0 10 0
Lead / Lag - - - - - - - - - - - -
Auxiliary Signal Groups
Signal Group 0 6 0 0 2 0 0 8 0 0 4 0
Control Type Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Phasing & Timing
Lost time [s] 2.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 0.0
Actuation Type Fully actuated
Coordination Type Time of Day Pattern Isolated
Cycle Length [s] 60
Signal Coordination Group -
Located in CBD No
Intersection Settings
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Packet Pg. 1531 Attachment: Appendix J - Trafic Impact Analysis (JA Bray Community T38202 (P21-076)) 95th-Percentile Queue Length [ft/ln] 7.69 7.49 12.96 24.43 95th-Percentile Queue Length [veh/ln] 0.31 0.30 0.52 0.98 50th-Percentile Queue Length [ft/ln] 4.27 4.16 7.20 13.57 50th-Percentile Queue Length [veh/ln] 0.17 0.17 0.29 0.54 Critical Lane Group Yes No No Yes
Lane Group LOS A A C C
d, Delay for Lane Group [s/veh] 2.20 2.17 25.62 26.10
X, volume / capacity 0.26 0.25 0.09 0.17
Lane Group Results
PF, progression factor 1.00 1.00 1.00 1.00
Rp, platoon ratio 1.00 1.00 1.00 1.00
d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00
d2, Incremental Delay [s] 0.41 0.40 0.15 0.35
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00
k, delay calibration 0.50 0.50 0.11 0.11
d1, Uniform Delay [s] 1.79 1.77 25.47 25.76
c, Capacity [veh/h] 1514 1508 242 236
s, saturation flow rate [veh/h] 1856 1846 1681 1641
(v / s)_i Volume / Saturation Flow Rate 0.21 0.20 0.01 0.02 g / C, Green / Cycle 0.78 0.78 0.08 0.08
g_i, Effective Green Time [s] 47 47 5 5
l2, Clearance Lost Time [s] 2.00 2.00 2.00 2.00
l1_p, Permitted Start-Up Lost Time [s] 2.00 2.00 2.00 2.00 L, Total Lost Time per Cycle [s] 4.00 4.00 4.00 4.00
C, Cycle Length [s] 60 60 60 60
Lane Group C C C C
Lane Group Calculations
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Packet Pg. 1532 Attachment: Appendix J - Trafic Impact Analysis (JA Bray Community T38202 (P21-076)) Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 2.20 2.20 2.20 2.17 2.17 2.17 25.62 25.62 25.62 26.10 26.10 26.10 Movement LOS A A A A A A C C C C C C
d_A, Approach Delay [s/veh] 2.20 2.17 25.62 26.10
Approach LOS A A C C
d_I, Intersection Delay [s/veh] 3.97
Intersection LOS A
Intersection V/C 0.241
Other Modes
g_Walk,mi, Effective Walk Time [s] 9.0 9.0 9.0 9.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 21.68 21.68 21.68 21.68
I_p,int, Pedestrian LOS Score for Intersection 2.460 2.343 1.715 1.782 Crosswalk LOS B B A A
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 1366 1366 367 367 d_b, Bicycle Delay [s] 3.01 3.01 20.02 20.02
I_b,int, Bicycle LOS Score for Intersection 2.197 2.182 1.594 1.627 Bicycle LOS B B A A
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 - 6 - 8 - - - - - - - - - - - -
Ring 1 - 2 - 4 - - - - - - - - - - - -
Sequence
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Packet Pg. 1533 Attachment: Appendix J - Trafic Impact Analysis (JA Bray Community T38202 (P21-076))

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Attachment: SJUSD Letter of Support - Traffic Signal (JA Bray Community T38202 (P21-076)) 1 White, Kevin
Subject: FW: PUBLIC COMMENT
From: Martin Thomas <[email protected]>
Sent: Monday, December 4, 2023 3:59:43 PM
To: Comments <[email protected]>
Subject: PUBLIC COMMENT

[NOTICE: This message originated outside of City of San Jacinto -- DO NOT CLICK on links or open attachments unless you are sure the content is safe.]
Hello, this is regarding comment on case number P21-076. Just 2 points I would like to make as I currently live on Christa Circle, the cross street being Marilyn. As far as drainage/ detention basins, in what area will they be located? When it rains heavily, Marilyn is flooded between Estrella and Lee Ann due to run off from Palm and water breaches the current basin near Christa and has flooded this portion of the street as well.

My final question is with 181 homes, that probably means more than 362 vehicles in that area. Was the fence that borders Estrella and Marilyn going to be opened for vehicles to pass through, but even more importantly, will the intersection of Cottonwood and Lyon be redesigned to accommodate more traffic? Currently, this intersection and road condition is in very poor shape, and school hour traffic is a nightmare, with the portion of Cottonwood being only single lane traffic.

Thank you for your time, sincerely, Martin Thomas
Sent from my Galaxy Tab A
Get Outlook for Android

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Packet Pg. 1535 Attachment: Public Comment (JA Bray Community T38202 (P21-076)) January 16, 2024
TO: City Council
REQUESTED BY: Arthur Mullen, Chief of Public Utilities
APPROVED BY: Robert A. Johnson, City Manager
SUBJECT: Award of Contract to Pacific Hydrotech Corporation for Bath Well Treatement Plant
RECOMMENDATION:

Staff recommends that the City Council:

1. APPROVE the reallocation of ARPA funding in accordance with Attachment A.

2. APPROPRIATE $672,944 from the Water Capital Improvement Fund to the Capital Improvement Fund, account 199-9999-425-40.01.

3. APPROPRIATE $367,752 from the Sewer Capital Improvement Fund to the Capital Improvement Fund, account 199-9999-425-40.01.

4. DETERMINE the proposed project is not subject to environmental review under the California Environmental Quality Act (“CEQA”) pursuant to State CEQA Guidelines (Cal.

Code Regs., § 15000 et seq.) Sections 15061(b)(2) in that the proposed project is categorically exempt from environmental review pursuant to CEQA Guidelines Sections 15301, 15302, 15303, 15304, 15332; and Section 15061 (b)(3) - Common Sense Exemption in that it can be seen with certainty that there is no possibility that the project may have a significant effect on the environment.

5. ACCEPT the proposal by Pacific Hydrotech Corporation for site improvements and construction of the potable water treatment plant at the Bath Well site.

6. AWARD a contract to Pacific Hydrotech Corporation in the amount of $5,287,200 with an additional 10% contingency for a total project cost of $5,815,920.

7. REJECT all other bids.

DISCUSSION:

Over the past several years, the City of San Jacinto has experienced a boom in Economic Development with significant new commercial and residential development causing a strain on the City’s existing aging, water, wastewater, and stormwater infrastructure, requiring significant

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improvement and investment. To combat these issues, the City Council has taken proactive steps by prioritizing funding for water and water infrastructure projects.

In 2021, the Federal Government passed the American Rescue Plan Act of 2021 (ARPA) and Infrastructure Investment and Jobs Act of 2021 which has, and will, provide significant funds over the coming years to the City to address infrastructure needs.

Recently, the City Council approved the ARPA spending priority list, which identified several projects in the City that would qualify for payment through the ARPA Program, including the New Grand Well, New Grand Well Treatment Plant, and Bath Well Treatment Plant replacement.

The Bath Well Treatment Plant was built in 1993 and has surpassed its operational lifespan of 20 years. The facility has experienced significant structure failures over the past few years requiring creative solutions. Given the age of the plant, parts are difficult and expensive to locate and procure and staff has been replying on parts removed from the decommissioned Grand Well Treatment Plant to allow the Bath Well Treatment Plant to remain operational.

On July 7, 2022, the City awarded a contract to Civiltec Engineering for the design of the Bath Well Treatment Plant replacement. Based on that design, the City issued a Request for Proposal (RFP) on November 7, 2022, seeking bids to provide equipment for the Bath Well Treatment Plant, which was awarded on February 14, 2023, to California Environmental Controls. Now, staff requests that the City Council approve a contract for the site preparation and construction of the Bath Well Treatment Plant replacement.

The Bath Well Treatment Plant replacement has been designed with a capacity of 2,500 gallons per minute (gpm) and will treat local ground water for iron and manganese. The design is similar to the New Grand Well Treatment Plant that will provide for streamline staff training in the operation and maintenance of both facilities.

In 2021, the Federal Government passed the American Rescue Plan Act of 2021 (“ARPA”) and Infrastructure Investment and Jobs Act of 2021 which has, and will, provide significant funds over the coming years to the City to address infrastructure needs. The City Council approved an ARPA spending priority list, which identified several projects in the City that would qualify for payment through the ARPA Program. One of these projects is designing and constructing a potable water treatment plant at the Bath Well site. This project originally received an allocation of $2,500,000 ($2.5M) from ARPA.

On October 12, 2023, the City issued a bid request on Planet Bids, seeking bids for site improvements and the construction of the Bath Well treatment plant. Bids were due December 6, 2023, and the City received the following four bids:

Pacific Hydrotech Corporation…………………………$5,287,200
Pyramid Building & Engineering, Inc…………………$6,054,900

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GSE Construction Company, Inc………………………$6,569,600
Caliagua, Inc……………………………………………$6,782,000
Staff reviewed the proposals and found that each bidder was responsive, each bid addressed all project objectives and standards, and that the low bidder is Pacific Hydrotech Corporation. Per municipal code §3.08.040(D)(3), “Public projects of more than two hundred thousand dollars ($200,000) shall be awarded to the lowest responsible bidder pursuant to formal bidding procedures consistent with the Act”.

Accordingly, staff recommends that the City Council award a contract to Pacific Hydrotech Corporation in the amount of $5,287,200 with an additional 10% in contingency funding, for a total of $5,815,920. The remaining budget for this project is currently $972,796. Consequently, a reallocation of ARPA funding is required to proceed. The details of the reallocation are reflected in Attachment A. Approval of this item will provide sufficient funding to complete all remaining aspects of this project, including equipping, construction, and project management.

MEASURE V:

The proposed project is consistent with the goals and objectives established by Measure V, the San Jacinto one percent ballot measure of 2020. Measure V funds were specifically intended to address the following community priority areas:
• Protecting Local Drinking Water
• Maintaining/Improving 911 emergency, medical, and public safety response times • Increasing public safety to include a new fire engine/crew • Increasing the number of deputies on patrol
• Maintaining the long-term financial stability of the City • Supporting local businesses and jobs
• Addressing homelessness
• Preparing for and recovering from public health emergencies • Repairing streets, roads, and potholes
Measure V passed with significant San Jacinto registered voter support with over 68% approval.

The number one priority for the Community was to protect local drinking water, with 89% of respondents stating that this issue was either exceptionally important or very important to them.

CALIFORNIA ENVIRONMENTAL QUALITY ACT
The proposed project is exempt from environmental review under the California Environmental Quality Act (CEQA) under the California Code of Regulations pursuant to State CEQA Guidelines (Cal. Code Regs., § 15000 et seq.) Sections 15061(b)(2) in that the proposed project is categorically exempt from environmental review pursuant to CEQA Guidelines Sections 15301 – Existing Facilities, 15302 – Replacement or Reconstruction, 15303 – New Construction

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or Conversion of Small Structures, 15304 – Minor Alterations to Land, and 15332 – In-Fill Development Projects; and Section 15061 (b)(3) – Common Sense Exemption in that it can be se seen with certainty that there is no possibility that the project may have a significant effect on the environment.

The Bath Well treatment plant is intended to replace the existing aged treatment plant, and will be located on the same parcel as the existing treatment plant. The treatment plant is located approximately 30 feet east of an existing one-and-a-half million-gallon reservoir on a site that has been previously, and continuously disturbed. The site has no potential for habitat for rare or endangered species. The proposed project will result in short-term noise disruption to the area for the construction of the treatment plant; however, the impacts will be short-term and limited.

Further, there are no sensitive receptors on, or near, the project site. The proposed treatment plant is replacing an existing treatment plant therefore no significant new infrastructure will be required to connect the Bath Well treatment plant to the existing water system. Therefore, it can be seen with certainty that the project will not result in any direct or indirect environmental impacts pursuant to the General Rule of CEQA as outlined in Section 15061(b)(3).

FISCAL IMPACT:

Approval of this item will not have an impact on the General Fund. Approval of this item reallocates ARPA funding totaling $5,338,089 from the projects designated in Attachment A to the Bath Well Treatment Plant project, #22-005. Approval of this item also appropriates $189,116 from the Water Capital Improvement Fund for the Bath Well Treatment Plant project.

At the meeting of September 5, 2023, the City Council approved the reallocation of ARPA in the amount of $367,752 to the Tahquitz Sewer Mainline Replacement project, #CP-003. Approval of this item substitutes the aforementioned ARPA funding with funding from the Sewer Capital Improvement Fund.

At the meeting of December 5, 2023, the City Council awarded the contract for design and engineering of the Grand Well Treatment plant, #22-010, in the amount of $483,828. At that time, the funding source was ARPA. Approval of this item substitutes the aforementioned ARPA funding with funding from the Water Capital Improvement Fund, which has significant fund balance to cover the adjustment.

Approval of this item ensures that the highest priority projects are allocated the funding necessary for completion. Additionally, the U.S. Department of the Treasury requires that ARPA funds must be committed to particular eligible uses by December 31, 2024, and funds must be expended by December 31, 2026. Approval of this item minimizes the risk of noncompliance with this standard.

ATTACHMENTS:

Attachment A - Reallocation of ARPA Funds
Bath Improvement Bid Documents

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Bid Response - Caliagua
Bid Response - GSE Construction
Bid Response - Pacific Hydrotech
Bid Response - Pyramid
Agreement - Pacific Hydrotech

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CITY OF SAN JACINTO

ARPA OBLIGATION CHANGES
Item # Description Original Estimate
Total
Expenditures ARPA Balance
Reallocated to/from
Other ARPA Projects
ARPA Balance
after Reallocation
Final ARPA
Obligation Notes
Category D - Investments to Infrastructure
20-004 New Grand Well 2,500,000.00 1,787,064.60 712,935.40 (712,935.40) - 1,787,064.60 Complete. 22-010 New Grand Well Treatment Plant 2,500,000.00 - 2,500,000.00 (2,500,000.00) - - Funding for Design of TP totaling $483,828 to be contributed by fund 051. Funding for Construction anticipated to be bonded, cost is TBD. 22-005 Bath Well Treatment Plant 2,500,000.00 1,527,204.38 972,795.62 5,338,088.76 6,310,884.38 7,838,088.76 Additional funding need of $189,116 to be contributed by fund 051. -
Category C - Revenue Loss
ARPA-A Lead Service Line Replacement Program 100,000.00 13,774.00 86,226.00 (86,226.00) - 13,774.00 Complete - remaining funding reallocated. 22-011 SCADA Replacement 400,000.00 - 400,000.00 (400,000.00) - - Funding reallocated.

CP-003 A Cottonwood Lift Station 65,834.38 65,834.38 - - - 65,834.38 Complete.

CP-003 B Sewer Main Line Replacement (Tahquitz) 500,000.00 31,011.25 468,988.75 - 468,988.75 500,000.00 Additional funding needed of 367,752 to be contributed by Fund 053.

ARPA-B Mobile Bypass Pump 60,000.00 60,000.00 - - - 60,000.00 Complete. 22-013 Civic Center/Main Street/Broadband 150,000.00 - 150,000.00 (150,000.00) - - Cancelled.

ARPA-C Community Development Software Upgrade 379,500.00 273,080.62 106,419.38 (106,419.38) - 273,080.62 Complete - remaining funding reallocated.

ARPA-D City Hall Queue Management System 12,000.00 8,436.59 3,563.41 (3,563.41) - 8,436.59 Complete - remaining funding reallocated. 18-007 Soofa Sign 18,000.00 18,000.00 - - - 18,000.00 Complete. 22-014 City Hall Front Lobby/Office Remodel 80,000.00 80,000.00 - - - 80,000.00 Complete.22-015 Community Center Remodel 73,903.67 73,903.67 - - - 73,903.67 Complete.22-009 Fitness Court at Mistletoe Park 186,000.00 186,000.00 - - - 186,000.00 Complete.22-016 Splashpad at Sallee Park 700,000.00 - 700,000.00 (700,000.00) - - Funding reallocated. Alternative funding sources will be researched.22-017 Small Business Grants 150,000.00 52,500.00 97,500.00 (97,500.00) - 52,500.00 Complete - remaining funding reallocated.22-018 Early Childhood Development Site Grants 29,774.00 - 29,774.00 (29,774.00) - - Cancelled.

ARPA-G City Net - Year 2 costs with "Rapid Rehousing" 503,000.00 425,295.62 77,704.38 (77,704.38) - 425,295.62 Complete - remaining funding reallocated. 22-019 Local Business Development Incentives 150,000.00 - 150,000.00 (150,000.00) - - Cancelled.

ARPA-F Community Foundation 35,000.00 - 35,000.00 (35,000.00) - - Cancelled. 23-002 Artesia Main Line Replacement 600,000.00 391,295.76 208,704.24 (208,704.24) - 391,295.76 Complete - remaining funding reallocated.

Unallocated 80,261.95 80,261.95 (80,261.95) - - Allocated to 22-005. 4,993,400.87 11,773,274.00 6,779,873.13 (0.00) 6,779,873.13 11,773,274.00

5.1.a
Packet Pg. 1541
Attachment: Attachment A - Reallocation of ARPA Funds (Award of Contract to Pacific Hydrotech Corporation for Bath Well Treatement Plant) (22-005/ARPA)

CITY OF SAN JACINTO

CONTRACT DOCUMENTS

AND SPECIFICATIONS
FOR

SITE IMPROVEMENTS AND CONSTRUCTION OF
POTABLE WATER TREATMENT PLANT (22-005/ARPA),
A Federally Funded Project
OCTOBER 2023
PREPARED BY:

OFFICE OF THE CITY ENGINEER
BID OPENING – Tuesday, October 31 5:00 PM
Planet Bids Website
Questions Due By: October 19, 2023 11:59pm
Expected Contract Award: November 21, 2023
Anticipated Start of Construction: February 1, 2024

5.1.b
Packet Pg. 1542 Attachment: Bath Improvement Bid Documents (Award of Contract to Pacific Hydrotech Corporation for Bath Well Treatement Plant)

CITY OF SAN JACINTO

CONTRACT DOCUMENTS AND

SPECIFICATIONS
FOR

SITE IMPROVEMENTS AND CONSTRUCTION OF POTABLE WATER TREATMENT PLANT (22-005/ARPA)
Stuart E. McKibbin, City Engineer
(22-005/ARPA)
-------- ----
APPROVED BY: DATE:

Shem Hawes, P.E.

CivilTec Engineering
ENGINEER OF RECORD: DATE:
(Stamp of Engineer of Record):

5.1.b
Packet Pg. 1543 Attachment: Bath Improvement Bid Documents (Award of Contract to Pacific Hydrotech Corporation for Bath Well Treatement Plant) (22-005/ARPA)
Project Information Sheet
Project: Site Improvements and Construction of Potable Water Treatment Plant (22-005/ARPA)
Bid Opening Date
Mandatory Pre-Bid Meeting:

November 29, 2023 5:00 PM
November 1, 2023 10:00 AM
(254 South Camino Los Banos, San Jacinto, CA 92582)
Questions Due By: November 16, 2023 11:59 PM
(all questions must be submitted through PlanetBids)
Expected Bid Award Date:

Anticipated Start Date:

Construction Time:

Liquidated Damages:

December 12, 2023
February 1, 2024
345 Working Days
$1,000 per calendar day
Project Description: Furnishing all labor, equipment, materials, and forces necessary for site improvements at the Bath Well treatment plant. Install potable water treatment plant provided by City, according to provided plans and specifications
Engineer’s Estimate is $7,646,000.

For Technical Inquiries: Please post all questions on
Planet Bid website
Note: See specifications for details regarding the above information.

5.1.b
Packet Pg. 1544 Attachment: Bath Improvement Bid Documents (Award of Contract to Pacific Hydrotech Corporation for Bath Well Treatement Plant) (22-005/ARPA)
DRILLING, CONSTRUCTION, DEVELOPMENT, AND TESTING – NEW GRAND WELL (22-005/ARPA)

TABLE OF CONTENTS
NOTICE INVITING BIDS ........................................................................................... A-1 – A-4 INSTRUCTIONS TO BIDDERS .................................................................................... B-1 – B-6 PROPOSAL............................................................................................................. C-1 – C-14 CONTRACT AGREEMENT ........................................................................................ D-1 – D-19 GENERAL SPECIFICATIONS ...................................................................................... E-1 – E-5 GENERAL PROVISIONS ....................................................................................... GP-1 – GP-23

SPECIAL PROVISIONS
PART 1 – STANDARD CONDITIONS ........................................................... SP-1 – SP-16 PART 2 – - STANDARD CONSTRUCTION DETAILS .................................... SP-17 – SP-18 TECHNICAL PLANS AND SPECIFICATIONS .......................................................... APPENDIX “A” CONTRACT FORMS ............................................................................................ APPENDIX “B” TRAFFIC REQUIREMENTS .................................................................................. APPENDIX “C” SPECIAL FEDERAL PROVISIONS ......................................................................... APPENDIX “D” FEDERAL GENERAL DECISION # CA 20230025…………………………………………………APPENDIX “E”

5.1.b
Packet Pg. 1545 Attachment: Bath Improvement Bid Documents (Award of Contract to Pacific Hydrotech Corporation for Bath Well Treatement Plant) A-1
(22-005/ARPA)

NOTICE INVITING BIDS
ENGINEER’S ESTIMATE BASE BID: $7,646,000

QUESTIONS REGARDING THE PROJECT MUST BE POSTED ON PLANET BIDS FOR RESPONSE RECEIPT OF PROPOSALS. Online bids via Planet Bid will receive bids until November 29, 2023, 5:00 PM to perform all work required under the City of San Jacinto’s (“City”) Specifications entitled:

CONTRACT DOCUMENTS AND SPECIFICATIONS
FOR
Site Improvements and Construction of Potable Water Treatment Plant (22-005/ARPA) ADDENDA. Addenda, if any, will NOT be mailed out to any of the plan holders and will ONLY be posted on Planet Bids. It shall be the Bidder’s responsibility to check the website for any addenda.

OPENING OF PROPOSALS. The received bids will be evaluated and the results will thereafter be referred to the City Council for consideration at a subsequent meeting.

PRE-BID MEETING. A mandatory pre-bid meeting and site walk will be held at the project site at 254 S.

Camino Los Banos, San Jacinto, CA 92582 on November 1 , 2023 at 10:00 AM.

SCOPE OF WORK. Furnish all labor, equipment, materials, and forces necessary for site improvements at the Bath Well treatment plant. Install potable water treatment plant provided by City, according to provided plans and specifications
No overnight closures will be allowed. Access to existing homes and businesses shall be maintained at all times.

LICENSING REQUIREMENTS. All bidders shall be licensed in accordance with provisions of the Business and Professions Code and shall possess a State of California Contractor’s license, Class A, at the time of contract award. The successful Contractor and its subcontractors will be required to possess business licenses from the City.

COMPLETION OF WORK. The work is expected to start by February 1, 2024. All Base Bid work shall be completed in its entirety within 345 working days from said date.

PLANS AND SPECIFICATIONS. The plans and specifications are available online to download through Planet Bids website which can be accessed through the City of San Jacinto website.

GUARANTEE. Each bid shall be made on the proposal form furnished by the City on the Planet Bids website and shall be in accordance with the Plans, Specifications, and Contract Documents and shall be accompanied by a certified check, cashier’s check, or bidder’s bond, payable to the City in a sum not less than ten percent (10%) of the amount of the bid, as a guarantee that the bidder will enter into the contract for the work, the full amount of such guarantee to be forfeited to the City should said bidder fail to enter into said Contract. The successful bidder will be required to furnish a Faithful Performance Bond in the amount of not less than one hundred percent (100%) of the contract price, and a Labor and Material Bond in an amount of not less than one hundred percent (100%) of the contract price, said bonds to be underwritten by sureties qualified to do business in the State of California, preferably carrying a rating of A or better, in the current edition of Bests Insurance Guide.

LABOR CODE CONCERNING APPRENTICES. Attention is directed to the provisions of Sections 1777.5 and 1777.6 of the Labor Code, concerning the employment of apprentices by the Contractor or any subcontractor under

5.1.b
Packet Pg. 1546 Attachment: Bath Improvement Bid Documents (Award of Contract to Pacific Hydrotech Corporation for Bath Well Treatement Plant) A-2
(22-005/ARPA)
him. The Contractor and any subcontractor under him shall comply with the requirements of said sections in the employment of apprentices. It shall be the Bidder's sole responsibility to evaluate and include the cost of complying with all labor compliance requirements. Information relative to apprenticeship standards and administration of the apprenticeship program may be obtained from the Department of Industrial Relations, California, or the Division of Apprenticeship Standards and its branch offices.

SB854/DIR REGISTRATION. Contractors and Subcontractors bidding on a public works project must be registered with the State of California, Department of Industrial Relations. All bidders shall use only registered contractors and subcontractors. No bid will be accepted nor any contract entered into without proof of the Bidder's and its subcontractors' current registration with the Department of Industrial Relations. If awarded a contract, the Bidder and its subcontractors of every tier shall maintain active registration with the Department of Industrial Relations for the duration of the Project.

AB44/SUBCONTRACTOR LISTING. If a bidder submits a bid that includes a subcontractor who would be performing work in amount in excess of ½ of 1% of the bidder's total bid or in the case of bids for the construction of streets or highways, including bridges, in excess of ½ of 1% of the bidder's total bid or $10,000, whichever is less, then in addition to the subcontractor's name and business address, the subcontractor's State contractor's license number and DIR registration number must be included as part of the information submitted for that proposed subcontractor. Failure to provide the subcontractor's license and registrations numbers shall render the bid non responsive.

CITY'S RIGHTS RESERVED. The City reserves the right to reject any or all bids, to waive any informality in a bid, and to make awards in the interest of the City. None of the 3 lowest bidders may withdraw their bid for a period of ninety (90) days after the bid opening.

LABOR CODE ACKNOWLEDGEMENT. By my signature hereunder, as Contractor, I certify that I am aware of the provisions of Section 3700 of the Labor Code which require every employer to be insured against liability for worker's compensation or to undertake self insurance in conformance with the provisions of that code, and I will comply with such provisions before commencing the performance of the work of this contract.

PREVAILING WAGE. Pursuant to Section 1773 of the Labor Code, the general prevailing wage rates, including the per diem wages applicable to the work, and for holidays and overtime work, including employer payments for health and welfare, pension, vacation, and similar purposes, in the County of Riverside in which the work is to be done, have been determined by the Director of the Department of Industrial Relations, State of California.

These wages are set forth in the General Prevailing Wage Rates for this project, available from the California Department of Industrial Relations' Internet website at www.dir.ca.gov. Future effective prevailing wage rates which have been predetermined, and are on file with the California Department of Industrial Relations, are referenced but not printed in the general prevailing wage rates.

The Federal minimum wage rate requirements, as predetermined by the Secretary of Labor, are set forth in the books issued for bidding purposes, referred to herein as Project Bid Documents (Special Federal Provisions), and in copies of this book which may be examined at the office described above where the project plans, special provisions, and proposal forms may be seen. Addenda to modify the minimum wage rates, if necessary, will be issued to holders of the Project Bid Documents.

This project is subject to Davis Bacon Act, included as Appendix D.

DEBAREMENT CERTIFICATION. Contractors/Subcontractors are subject to Certification Regarding Debarment, suspension in eligibility and voluntary exclusion. Contractor and sub-contractors are not presently debarred, suspended, proposed for debarment, declared ineligible or voluntarily excluded from participating in covered transactions/work funded by Federal programs.

CALIFORNIA GOVERNMENT CODE SECTIONS 4525-4529.14. The City of San Jacinto and prospect contractors and sub-contractors shall undertake the procedures described in California Government Code 4527(a)

5.1.b
Packet Pg. 1547 Attachment: Bath Improvement Bid Documents (Award of Contract to Pacific Hydrotech Corporation for Bath Well Treatement Plant) A-3
(22-005/ARPA)
and 4528(a). The City of San Jacinto and prospect contractor and sub-contractors shall also comply with 2 CFR Part 200 Uniform Administrative Requirements, Cost Principles and Audit Requirements for all Federal Awards, excluding 2 CFR Part 200.318-200.326. Contractors and sub-contractors will be obligated to agree that Contract Cost Principles and Procedures, 48 CFR, Federal Acquisition Regulations System Chapter 1, Part 31, et seq., shall be used to determine the allowability of individual PROJECT cost items. Every recipient and sub-recipient receiving PROJECT funds shall comply with Federal administrative procedures in accordance with 2 CFR, Part 200, Uniform Administrative Requirements, Cost Principles and Audit Requirement for Federal Awards, excluding 2 CFR Part 200.318-200.326 Governments.

PUBLIC CONTRACT CODE (PCC) 10300-10334, Project is subject to Public Contract Code (PCC) 10300-10334 (procurement of goods), PCC 10335-10381 (non A&E services), and California Government Code 4525-4529.5 including 4527(a) and 4528(a), and other applicable STATE regulations.

RECORD RETENTION. Contractor must keep project records for a period of five (5) years after project completion.

CONFLICT OF INTEREST, No employee, officer, or agent of the City and/or Consultant, shall participate in selection, or in award of administration of a contract supported by federal funds, if a conflict of interest, real or apparent, would be involved. Such a conflict arises when: (i) the employee, officer or agent (ii) any member of his immediate family (iii) his or her partner (iv) an organization, which employs or is about to employ, and of the above has a financial or other interest in the firm selected for award.

NON-LOBBYING CERTIFICATION. The prospective participant must certify, by signing and submitting a bid or proposal, to the best of his or her knowledge and belief, that:
(l) No Federal appropriated funds have been paid or will be paid, by or on behalf of the undersigned, to any person for influencing or attempting to influence an officer or employee of any Federal agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection with the awarding of any Federal contract, the making of any Federal grant, the making of any Federal loan, the entering into of any cooperative agreement, and the extension, continuation, renewal, amendment, or modification of any Federal contract, grant, loan, or cooperative agreement. (2) If any funds other than Federal appropriated funds have been paid or will be paid to any person for influencing or attempting to influence an officer or employee of any Federal agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection with this Federal contract, grant, loan, or cooperative agreement, the undersigned shall complete and submit Standard Form-LLL, "Disclosure of Lobbying Activities," in conformance with its instructions.

This certification is a material representation of fact upon which reliance was placed when this transaction was made or entered into. Submission of this certification is a prerequisite for making or entering into this transaction imposed by Section 1352, Title 31, U.S. Code. Any person who fails to file the required certification shall be subject to a civil penalty of not less than $10,000 and not more than $100,000 for each such failure.

The prospective participant also agrees by submitting his or her bid or proposal that he or she shall require that the language of this certification be included in all lower tier subcontracts, which exceed $100,000 and that all such subrecipients shall certify and disclose accordingly.

NON-DISCRIMINATION. Prospective Participants are subject to the statutes and regulations prohibiting discrimination applicable to this project include, without limitation to the following:

Title VI of the Civil Rights Act of 1964 (42 U.S.C. Section 2000d et seq.) and Treasury’s implementing regulations at 31 CFR Part 22, which prohibits discrimination on the basis or race, color, or national origin;
The Fair Housing Act, Title VIII of the Civil Rights Act of 1968 (42 U.S.C. Section 3601 et seq.), which prohibits discrimination in housing on the basis or race, color, religion, national origin, sex, familial status,

5.1.b
Packet Pg. 1548 Attachment: Bath Improvement Bid Documents (Award of Contract to Pacific Hydrotech Corporation for Bath Well Treatement Plant) A-4
(22-005/ARPA)
or disability;
Section 504 of the Rehabilitation Act of 1973, as amended (29 U.S.C. Section 794), which prohibits discrimination on the basis of disability under any program or activity receiving federal financial assistance;
The Age Discrimination Act of 1975, as amended (42 U.S.C. Section 6101 et seq.), and Treasury’s implementing regulations at 31 C.F.R. Part 23, which prohibit discrimination on the basis of age in programs or activities receiving federal financial assistance; and Title II of the American with Disabilities Act of 1990, as amended (42 U.S.C. Section 12101 et seq.), which prohibit discrimination on the basis of disability under program, activities, and services provided or made available by state and local governments or instrumentalities or agencies thereto.

5.1.b
Packet Pg. 1549 Attachment: Bath Improvement Bid Documents (Award of Contract to Pacific Hydrotech Corporation for Bath Well Treatement Plant) (22-005/ARPA) B-1

INSTRUCTIONS TO BIDDERS
SITE IMPROVEMENTS AND CONSTRUCTION OF POTABLE WATER TREATMENT PLANT (22-005/ ARPA)
IB-1. PROPOSAL. The proposal shall include completed bid schedule and shall be submitted on the forms prepared for this project and shall be filed with Planet Bids. The proposal shall be delivered electronically by the time and to the place stipulated in the Notice Inviting Bids. It is the bidder’s sole responsibility to see that his or her proposal is received in proper time. Any proposal after the scheduled closing time will not be submitted. The proposal may be withdrawn by the bidder by means of a written request, signed by the bidder, or his properly authorized representative.

The Proposals will be opened and read at the time and place stipulated in the Notice Inviting Bids.

Unauthorized conditions, limitations, or provisions attached to a proposal will render it informal and may cause its rejection. The completed proposal forms shall be without interlineations, alterations, or erasures. Oral, telegraphic, or telephonic proposals or modifications will not be considered.

IB-2. DISCREPANCIES IN PROPOSALS. The bidder shall furnish a price for all bid items in the proposal and failure to do so will render the proposal informal and may cause its rejection. In the event the total indicated for the schedule does not agree with the sum of the prices bid on the individual items, the prices bid on the individual item shall govern and the total for the schedule will be corrected accordingly.

IB-3. EXAMINATION OF PLANS, SPECIFICATIONS, SPECIAL PROVISIONS, AND SITE OF WORK.

The bidder shall examine carefully the site of the proposal and the plans and specifications for the work contemplated. It will be assumed that the bidder has investigated and is satisfied with the conditions to be encountered as to the character, quality, and quantities of work to be performed and materials to be furnished and as to the requirements of the specifications. It is mutually agreed that submission of a proposal shall be prima facie evidence that the bidder has made such examinations and is so satisfied. The plans for the work will show conditions as they are supposed or believed by the Engineer to exist but is not intended nor is to be inferred that the conditions as shown thereon constitute a representation by the City or its officers that such conditions are actually existent. Neither the City nor any of its officers shall be liable for any loss sustained by the Contractor as a result of any variance between conditions as shown on the plans and actual conditions revealed during the progress of the work or otherwise. The Contractor is to assume all risks as to natural conditions and contingencies attending the work.

IB-4. CONTRACTOR’S PRE-START REPRESENTATIONS. The Contractor represents that he or she has familiarized himself or herself with the work, the locality and with all local conditions including federal, state and local laws, ordinances, rules and regulations that may in any manner affect performance of the work, and represents that he or she has correlated his or her efforts and observations with the requirements of the Contract Documents and assumes full responsibility for having familiarized himself or herself with the nature and extent of the Contract Documents.

The Contractor shall carefully study and compare the Contract Documents; check and verify pertinent figures shown thereon and verify all applicable field measurements prior to commencing work.

He or she shall at once report in writing to the Engineer any conflict, error or discrepancy that he or she may discover. The Contractor shall be responsible for exercising reasonable care and skill in reviewing the Contract Documents to determine whether there is any conflict, error or discrepancy.

No claim for additional compensation shall be made by the Contractor for extra work created by conflicts, errors or discrepancies in the Contract Documents that the Contractor should have discovered prior to submitting his or her bid.

5.1.b
Packet Pg. 1550 Attachment: Bath Improvement Bid Documents (Award of Contract to Pacific Hydrotech Corporation for Bath Well Treatement Plant) (22-005/ARPA) B-2
No information derived from inspection of records or investigations or compilations of same made by the City will in any way relieve the Contractor from his or her obligations under the Contract Documents nor entitle the Contractor to any additional compensation. The Contractor will not and agrees not to make any claims against the City based upon ignorance or misunderstanding of any condition of the work site or of the requirements set forth in the Contract Documents.

IB-5. PROPOSAL SUBSTITUTIONS. Any and all requests for substitutions of “an equal” item and all supporting materials shall be submitted to the Engineer at least ten (10) days prior to the bid opening. If no requests for substitutions are received, the Contractor waives any right to request any substitution.

IB-6. INTERPRETATION OF PLANS. If any person contemplating submitting a bid for the proposed contract is in doubt as to the true meaning of any part of the Contract Documents, or finds discrepancies in, or omissions from, these Documents, he or she may submit to the Engineer a written request for an interpretation of correction thereof. Any interpretation or correction of the Contract Documents shall be made only by addendum and provided to each person receiving a set of such documents. The City will only be responsible for explanations or interpretations of the Contract Documents as requested pursuant to and provided for by this paragraph. Any omissions from these Contract Documents not called to the attention of the City shall not affect the validity of the bid process or the contract eventually awarded.

IB-7. PROPOSAL GUARANTEE. Each bid shall be accompanied by a cash deposit, certified or cashier's check or bid bond in the amount of not less than ten (10%) percent of the total amount named in the proposal. Said check or bond shall be made payable to the City of San Jacinto and shall be given as a guarantee that the bidder, if awarded the work, will enter into a contract within ten (10) calendar days after date of written notice of award and will furnish satisfactory Faithful Performance Bond and Labor and Material Bond, each of said bonds to be in the amount stated in the Notice Inviting Bids. In case of refusal or failure to enter into said contract, each check or bond, as the case may be, shall be forfeited to the City. If the bidder elects to furnish a bid bond as his proposal guarantee, he shall use the form furnished by the City, or one conforming substantially to it in form.

Bidder understands that a bid is required for the entire work that the estimated quantities set forth in the bid schedule are solely for the purpose of comparing bids and that final compensation under the contract will be based upon the actual quantities of work satisfactorily completed. THE CITY RESERVES THE

RIGHT TO INCREASE OR DECREASE THE AMOUNT OF ANY QUANTITY SHOWN AND TO DELETE ANY ITEM FROM THE CONTRACT WITHOUT ANY ADJUSTMENT IN THE CONTRACT UNIT PRICE. It is agreed that the unit and/or lump sum prices bid include all appurtenant expenses, taxes, royalties and fees. In the case of discrepancies in the amounts bid, unit prices shall govern over extended amounts and words shall govern over figures.

IB-8. IMMIGRATION REFORM AND CONTROL ACT. The successful bidder will be required to comply with all requirements of the Immigration Reform and Control Act of 1986 (“Act”). The successful bidder agrees to defend, indemnify and hold the City harmless from penalties imposed as a result of noncompliance with the Act.

IB-9. CLAYTON AND CARTWRIGHT ACTS. By submitting a bid, the bidder offers and agrees that if the bid is accepted, it will assign the City all rights, titles, and interest in and to all causes of action it may have under § 4 of the Clayton Act (15 U.S.C. § 15) or under the Cartwright Act (Chapter 2 commencing with § 16700) of Part 2 Division 7 of the Business and Profession Code, arising from purchases of goods, materials or services by the bidder for sale to the City pursuant to the bid. Such assignment shall be made and become effective at the time the City tenders final payment to the bidder.

IB-10. ADDENDA OR BULLETINS. Any addenda or bulletins issued during the time of bidding which form a part of the specifications shall be covered in the bid and shall be made part of the contract.

IB-11. COMPETENCY OF BIDDERS. In selecting the lowest responsible bidder, consideration will be given not only to the financial standing but also to the general competency of the bidder for the

5.1.b
Packet Pg. 1551 Attachment: Bath Improvement Bid Documents (Award of Contract to Pacific Hydrotech Corporation for Bath Well Treatement Plant) (22-005/ARPA) B-3
performance of the work covered by the proposal. To this end, each proposal shall be accompanied by a statement of the bidder's experience as to recent date on the form furnished by the City entitled "INFORMATION REQUIRED OF BIDDER."
No proposal for work will be accepted from a Contractor who is not licensed in accordance with the provisions of Chapter 9, Division 3 of the Business and Professions Code.

All bidders shall be licensed in accordance with provisions of the Business and Professions Code and shall possess a State of California Contractor’s license, Class A, at the time of bid award. The successful Contractor and his subcontractors will be required to possess business licenses from the City.

All bidders shall provide their DIR registration numbers in the Information Required of Bidder and the registration number for each listed subcontractor in the Designation of Subcontractors Form. Bidders shall sign and submit with the proposal the Public Works Contractor Registration Certification on the form provided.

IB-12. DISQUALIFICATION OF BIDDERS. More than one proposal form from an individual, firm, partnership, corporation, or association under the same or different names will not be considered.

Reasonable grounds for believing that any bidder is interested in more than one proposal for the work contemplated will cause the rejection of all proposals in which such bidder is interested. If there is reason for believing that collusion exists among the bidders, all bids will be rejected and none of the participants in such collusion will be considered for future proposals.

No proposal for work will be accepted from a contractor who is not licensed in accordance with the provisions of the Business and Professions Code; and who do not possess a State of California Contractor’s license, Class A, at the time of contract award.

IB-13. AWARD OF CONTRACT TO LOWEST RESPONSIVE RESPONSIBLE BIDDER. The award of the Contract, if made by the Owner through action of the City Council, will be to the lowest responsive responsible bidder, based on the base bid price.

The City reserves the right to add any of the additive Alternates by Contract Change Order at any time during the project up to the last contract working day. The bidder agrees to hold all Additive Alternates constant throughout the duration of the project up to the last contract working day. No additional compensation will be allowed for Alternates added by Contract Change Order beyond the amount shown on the original bid.

IB-14. BID PROTESTS. Bidders may file a protest to another’s bid by complying with the following:

1. The protest must be filed with the City Clerk within seven (7) calendar days after the bid opening.

2. The protest must clearly specify the irregularity in the bid that is being protested or the grounds for the protest.

3. The protest must identify the proposed City action or recommendation that is being protested.

4. The protest must specify in detail the grounds of the protest and all facts supporting the protest.

5. The protest must include all documents supporting the protest.

If the protest does not comply with each of these requirements, it will be invalid. Failure to timely submit a valid protest shall constitute a waiver of any right to relief on the protest.

If the protest meets the aforesaid requirements, the Engineer or his/her designee shall review the basis of the protest and all relevant information. The Engineer will provide a written decision to the protestor.

If the protester or any affected party disagrees with the decision, the decision may be appealed to the City Council. Such appeal shall be heard when the City Council considers the award of the contract.

5.1.b
Packet Pg. 1552 Attachment: Bath Improvement Bid Documents (Award of Contract to Pacific Hydrotech Corporation for Bath Well Treatement Plant) (22-005/ARPA) B-4
Award of a contract, if it is awarded, will be made to the lowest responsive and responsible bidder whose proposal complies with all the requirements prescribed. The City reserves the right to reject any or all bids, to waive any informality in a bid, and to make awards in the interest of the City.

The City may reject any bid which, in its opinion when compared to other bids received, or by the City’s internal estimates, does not accurately reflect the cost to perform the work.

IB-15. RESPONSIVE BIDDER. A responsive bidder shall mean a bidder who has submitted a bid, which conforms in all material respects with the Bid Documents.

IB-16. RESPONSIBLE BIDDER. A responsible bidder shall mean a bidder who has the capability in all respects, to perform fully the requirements of the Contract Documents and the moral and business integrity and reliability, which will assure good faith performance. In determining responsibility, the following criteria will be considered: (i) the ability, capacity and skill of the bidder to perform the Work of the Contract Documents; (ii) whether the bidder can perform the Work of the Contract Documents promptly and within the time specified, without delay or interference; (iii) the character, integrity, reputation, judgment, experience and efficiency of the bidder; (iv) the quality of performance of the bidder on previous contracts, by way of example only, the following information will be considered; (a) the administrative, consultant or other cost overruns incurred by the City on previous contracts with the bidder; (b) the bidder's compliance record with contract general conditions on other projects; (c) the submittal by the bidder of excessive and/or unsubstantiated extra cost proposals and claims on the other projects; (d) the bidder's record for completion of work within the contract time and the bidder's compliance with scheduling and coordination requirements on the other projects; (e) the bidder's demonstrated cooperation with the City and other contractors on previous contracts; (f) whether the work performed and materials furnished on previous contracts were in accordance with the Contract Documents; (v) the previous and existing compliance by the bidder with laws and ordinances relating to contracts; (vi) the sufficiency of the financial resources and ability of the bidder to perform the work of the Contract Documents; (vii) the quality, availability and adaptability of the goods or services to the particular use required; (viii) ability of the bidder to provide future maintenance and service for the warranty period of the Contract; (ix) whether the bidder is in arrears to an owner on debt or contract or is a defaulter on any surety bond; (x) such other information as may be secured by the City having a bearing on the decision to award the Contract, to include without limitation the ability, experience and commitment of the bidder to properly and reasonably plan, schedule, coordinate and execute the Work of the Contract Documents and whether the bidder has ever been debarred from bidding or found ineligible for bidding on any other projects. The purpose of the above is to enable the City in its opinion, to select the bid, which is in the best interests of the City; the ability of the low bidder to provide the required bonds will not of itself demonstrate responsibility of the bidder.

IB-17. RETURN OF PROPOSAL GUARANTEE. Within ten (10) days after award of the contract, the City will return all proposal guarantees to their respective bidder except those accompanying proposals submitted by the three lowest responsible bidders. Those three will be held until the contract has been finally executed after which they will be returned to the respective bidders whose proposal they accompany.

IB-18. EXECUTION OF CONTRACT. The bidder to whom award is made shall execute a written contract with the City on the form of agreement provided, and shall secure all insurance, securities, and bonds required by the Specifications within ten (10) calendar days after date of written notice of award. Failure or refusal to enter into a contract as herein provided or to conform to any of the stipulated requirements in connection therewith shall be just cause for annulment of the award and the forfeiture of the proposal guarantee. If the successful bidder refuses or fails to execute the contract, the City may award the contract to the second lowest responsible bidder. If the second lowest responsible bidder refuses or fails to execute the contract, the City may award the contract to the third lowest responsible bidder. On the failure or refusal to such second or third lowest bidders to execute the contract, such bidders' guarantee likewise shall be forfeited to the City. The work may then be re-advertised.

IB-19. NOTICE TO PROCEED. Notice to Proceed will be issued within forty-five (45) days of the

5.1.b
Packet Pg. 1553 Attachment: Bath Improvement Bid Documents (Award of Contract to Pacific Hydrotech Corporation for Bath Well Treatement Plant) (22-005/ARPA) B-5
execution of the Contract by the City. Should there be reasons why the Notice to Proceed cannot be issued within such period, the time may be extended by mutual agreement between the City and Contractor. If the Notice to Proceed has not been issued within the forty-five (45) day period or within the period mutually agreed upon, the Contractor may terminate the Contract without further liability on the part of either party.

IB-20. NON-DISCRIMINATION IN EMPLOYMENT. Contracts for work under this proposal will obligate the contractors and subcontractors not to discriminate against any person on account of race, color, religion, physical handicap, medical condition, marital status, age (over 40), sex, or national origins in accordance to 23 CFR Part 230, as included in Appendix A, Section II.

IB-21. WAGE DETERMINATIONS. Davis-Bacon and related act provisions apply to this federally funded project. As required by the California Labor Code, the contractor shall, as a penalty, forfeit to the City twenty-five dollars ($25.00) for each calendar day, or portion thereof, for each workman paid less than the stipulated prevailing rates for such work or craft in which such workman is employed for work done under this contract by him or by any subcontractor under him. In addition, the difference between such stipulated prevailing wage rates and the amount paid to each workman for each calendar day or portion thereof for which each workman was paid less than the stipulated prevailing wage rate, shall be paid to each workman by the Contractor.

IB-22. WORKING HOURS. As required by the California Labor Code, the contractor shall, as a penalty, forfeit to the City twenty-five ($25.00) for each workman employed in the execution of the contract by the contractor or by any subcontractor under him for each calendar day during which such workman is required or permitted to work more than eight (8) hours in any one (1) calendar day and forty (40) hours in any one (1) calendar week, unless such worker received compensation for all hours worked in excess of eight (8) hours per day at not less than 1.5 times the basic rate of pay. No work shall take place within residential and/or business districts on Thanksgiving Week and Christmas Week.

IB-23. The Contractor shall submit a certificate of insurance which indemnifies City of San Jacinto and Tri Lake Consultants, Inc. for any damage to any portion of the work resulting from fire, explosion, vandalism, water, malicious mischief, collapse, riot, aircraft, smoke, or any acts of God.

IB-24. INSURANCE REQUIREMENTS. Certificates of insurance in the amounts required shall be furnished by the Contractor to the City and accepted by the City prior to the commencement and throughout the duration of the work. The Contractor and its subcontractors shall maintain insurance in conformance with the requirements set forth below and in the Contract Documents. Contractor will use existing coverage to comply with these requirements. If that existing coverage does not meet the requirements set forth herein, Contractor agrees to amend, supplement, or endorse the existing coverage to do so. Contractor acknowledges that the insurance coverage and policy limits set forth in this section constitute the minimum amount of coverage required. Any insurance proceeds available to Contractor or its subcontractors in excess of the limits and coverage identified in this Agreement and which is applicable to a given loss, claim or demand, will be equally available to City.

Without limiting Contractor’s indemnification of City of San Jacinto and Tri Lake Consultants, Inc. and prior to commencement of Work, Contractor shall obtain, provide and maintain at its own expense during the term of this Agreement, policies of insurance of the type and amounts described below and in a form satisfactory to City:

General liability insurance. Contractor shall maintain commercial general liability insurance with coverage at least as broad as Insurance Services Office form CG 00 01, in an amount not less than $2,000,000 per occurrence, $4,000,000 general aggregate, for bodily injury, personal injury, and property damage, and a $4,000,000 completed operations aggregate. The policy must include contractual liability that has not been amended. Any endorsement restricting standard ISO “insured contract” language will not be accepted.

Automobile liability insurance. Contractor shall maintain automobile insurance at least as broad as

5.1.b
Packet Pg. 1554 Attachment: Bath Improvement Bid Documents (Award of Contract to Pacific Hydrotech Corporation for Bath Well Treatement Plant) (22-005/ARPA) B-6
Insurance Services Office form CA 00 01 covering bodily injury and property damage for all activities of the Contractor arising out of or in connection with Work to be performed under this Agreement, including coverage for any owned, hired, non-owned or rented vehicles, in an amount not less than $1,000,000 combined single limit for each accident.

Umbrella or excess liability insurance. Contractor shall obtain and maintain an umbrella or excess liability insurance that will provide bodily injury, personal injury and property damage liability coverage at least as broad as the primary coverages set forth above, including commercial general liability, automobile liability, and employer’s liability. Such policy or policies shall include the following terms and conditions:
• A drop-down feature requiring the policy to respond in the event that any primary insurance that would otherwise have applied proves to be uncollectable in whole or in part for any reason;
• Pay on behalf of wording as opposed to reimbursement; • Concurrency of effective dates with primary policies; • Policies shall “follow form” to the underlying primary policies; and • Insureds under primary policies shall also be insureds under the umbrella or excess policies.

Workers’ compensation insurance. Contractor shall maintain Workers’ Compensation Insurance (Statutory Limits) and Employer’s Liability Insurance (with limits of at least $1,000,000) for Contractor’s employees in accordance with the laws of the State of California, Section 3700 of the Labor Code. In addition, Contractor shall require each subcontractor to similarly maintain Workers’ Compensation Insurance and Employer’s Liability Insurance in accordance with the laws of the State of California, Section 3700 for all of the subcontractor’s employees.

Contractor shall submit to City, along with the certificate of insurance, a Waiver of Subrogation endorsement in favor of City, its officers, agents, employees and volunteers.

Products/completed operations coverage shall be included on behalf of the insured for covered claims arising out of the actions of independent contractors. If the insured is using subcontractors, the Policy must include work performed “by or on behalf” of the insured. The policy shall contain no language that would invalidate or remove the insurer’s duty to defend or indemnify for claims or suits expressly excluded from coverage. The policy shall specifically provide for a duty to defend on the part of the insurer. The City, its officials, officers, agents, and employees, shall be included as insureds under the policy. The endorsement shall be provided for 10 years.

5.1.b
Packet Pg. 1555 Attachment: Bath Improvement Bid Documents (Award of Contract to Pacific Hydrotech Corporation for Bath Well Treatement Plant) (22-005/ARPA) C-1

PROPOSAL

TO THE CITY COUNCIL

CITY OF SAN JACINTO

SAN JACINTO, CALIFORNIA
The undersigned bidder hereby proposes to furnish all labor, material, equipment, tools and services necessary to perform all work required under the City of San Jacinto Specifications entitled:

CONTRACT DOCUMENTS AND SPECIFICATIONS
FOR

SITE IMPROVEMENTS AND CONSTRUCTION OF POTABLE WATER TREATMENT PLANT (22-005/ARPA)
In accordance with the intent of said Specifications, Plans, and all addenda issued by said City prior to opening of the proposals. Said bidder agrees that, within ten (10) calendar days after date of written Notice of Award of the Contract by said City, he will execute a contract in the required form of which the Notice Inviting Bids, Instructions to Bidders, Proposal, Specifications, Plans, and all addenda issued by said City prior to the opening of proposals, are a part, and will secure the required insurance and bonds; and that upon failure to do so within said time, then the Proposal Guarantee furnished by said bidder shall be forfeited to said City as liquidated damages for such failure; provided, that if said bidder shall execute the Contract and secure the required insurance and bonds within said time, his check, if furnished shall be returned to him within five (5) days thereafter, and the Bid Bond, if furnished, shall become void.

Said bidder further agrees to complete all work required under the Contract within the time stipulated in said Specifications, and to accept in full payment therefor the prices named in the Bid Schedule.

Dated: Bidder
Signature
Name (Print/Type)
Title

5.1.b
Packet Pg. 1556 Attachment: Bath Improvement Bid Documents (Award of Contract to Pacific Hydrotech Corporation for Bath Well Treatement Plant) Item # Name Description Quantity Unit Unit Price Total
1 Mobilization and Demobilization Furnish all labor, materials and equipment to mobilize, demobilize, and provide site security, offsite storage and staging areas, cleanup of construction site: provide all bonds, business license, insurances, and obtain all permits, permitting fees, complete for the Lump Sum price of: 1 LS 2 Demolition of Existing Facilities and Features
Demolition of existing treatment system post-demolition restorations within the existing treatment building, demolition of existing reaction tanks, above and below grade yard piping and electrical conduits, demolition of the existing backwash water storage tank, demotion of existing yard concrete, salvage and relocation of the existing electrical generator, lawful disposal and transport of all waste materials and unsuitable fill from grading operations, complete for the Lump Sum price of:
1 LS
3 Coordination with Owner's Prepurchased Equipment Supplier Contractor costs for coordination with the Owner's prepurchased equipment supplier including meetings, scheduling of equipment and materials deliveries, offloading and temporary protective storage of delivered equipment, complete for the Lump Sum price of: 1 LS 4 Installation of Owner's Prepurhased Equipment
Furnish all labor, material and equipment necessary to install the Owner's prepurchased equipment and materials, including concrete support pads, materials and coordination of connections to other process piping and electrical connections, assembly of treatment vessels internal piping and concrete and media, attachment of appurtenances such as ARVs and pressure sensors/guages and control valves, assembly pumping system headers and attachment to support bases, installation of chemical dosing systems, installation of sludge handling pumping and backwash tank internal piping/nozzles level measurement and decanting system, installation of control panels, interfacing materials and labor to contractor provided materials/equipment, complete for the Lump Sump price of:
1 LS
5 Contractor Provided and Installed Welded Steel Tank, Concrete Support Base, Piping Penetrations and Appurtenances Provide labor and material for a new AWWA D100 welded steel tank including concrete foundation and ring wall, over excavation and base preparation, linings/coatings, asphalt sand cushion, tank accessories (ladders, hatches, vent, manway, overflow piping, cleanout, penetration connections for piping and appurtenances, plans and calculations of the tank design and foundation sign and stamped by a California Professional Engineer as shown in the plans and described in the specifications complete for the Lump Sum price of:
1 LS
6 Contractor Provided and Installed New Treatment System Steel Building Provide labor and material for a new steel building including concrete slab support, subroom partitions, access doors, windows, restroom facility, HVAC, plumbing, concrete approach walkways/driveways, painting/coatings, building and concrete support design plans, calculations, and anchoring system signed and stamped by a California Professional Engineer, as shown in the plans and described in the specifications complete for the Lump Sum price of:
1 LS
7 Contractor Provided and Installed Piping, Valves, and Appurtenances Within New Steel Building Provide labor and material for building piping including above and below grade welded steel piping, PVC piping, dual containment chemical piping/tubing, valves, valve cans or vaults, pull boxes, pipe supports, coatings, trenching, bedding, concrete encasement, floor penetration sleeves, as shown in the plans and described in the specifications complete for the Lump Sum price of: 1 LS 8 Contractor Provided and Installed Yard Piping, Valves and Appurtenances Provide labor and material for yard piping including above and below grade welded steel piping, PVC piping, dual containment chemical piping/tubing, valves, valve cans or vaults, pull boxes, pipe supports, coatings, trenching, bedding, as shown in the plans and described in the specifications complete for the Lump Sum price of: 1 LS 9 Contractor Provided and Installed FRP Disinfection Chemical Shelter and Concrete Support Slab Provide labor and material for an FRP shelter to the new chemical bulk storage tank and metering pumps including access doors, vents/ventilation, drains, anchoring systems, concrete support slab, anchoring system, piping connections between equipment components and yard piping, connections of yard electrical and communication lines, shelter interior piping and valves, drains, as shown in the plans and described in the specifications complete for the Lump Sum price of:
1 LS
10 Contractor Provided and Installed Electrical MCC, Switchgear, Service Switchboard, Standby Generator Provide labor and material for electrical MCC, switchgear, service switchboard, mini-power center and standby generator; including switchgear testing; provide labor for installation of three (3) vendor VFD panels within electrical room, installation of two PLC control panels within electrical room; provide disconnect switches, as shown in the plans and described in the specifications complete for the Lump Sum price of:
1 LS
11 Contractror Provided communications and controls programming, testing, and startup Provide labor and equipment for integration of existing booster pump station PLC, new filter control panel PLC (vendor-provided), new City PLC control panel (City-provided) via Ethernet network; integration of new 5GHz radio/antenna (City-provided), loop checks, testing, instrument configuration, and equipment/generator startup. Additional programming of filter control panel PLC (vendorprovided) to include module for operating the Bath well pump in Hand, as shown in the plans and described in the specifications complete for the Lump Sum price of:1 LS 12 Contractor Provided and Installed Electrical and Control Conduits, Conductors, Wiring, Handholes, and grounding system; including building lighting Provide labor and material for building electrical and control conduits/wiring, building lighting, receptacles, antenna mast, handholes, grounding system, and incidental power as shown in the plans and described in the specifications complete for the Lump Sum price of: 1 LS 13 Demolition of Existing Service Switchgear, Distribution Switchboard, Automatic Transfer Switch, and miscellaneous electrical equipment. Demolition of existing Service Switchgear, Distribution Switchboard, Automatic Transfer Switch, well pump starter panel, recycle pump starter, and miscellaneous electrical equipment; disconnection and salvaging of existing standby generator; disconnection/removal of existing Yagi antenna; complete for the Lump Sum price of: 1 LS 14 New SCE Transformer, Support Pad, and Conduits This line item includes SCE fees and coordination, contractor materials and labor costs to demolish the existing transformer and construct the upsized transformer, including concrete support pad, conduits and conductors, complete for the Lump Sum price of: 1 LS 15 Temporary SCE Power to Existing Potable Water Distribution System Pumps. This line item includes SCE fees, contractor materials and labor costs to commission/decommission and maintain temporary power to the facility's existing potable water distribution system pumps to allow continuous pumping operations during the replacement of the facility's existing transformer 1 LS 16 Contractor Provided and Installed Site Civil Grading and Improvements Provide labor and materials site improvements including grading, fill, gravel, bollards, as shown in the plans and described in the specifications complete for the Lump Sum price of: 1 LS 17 Piping Systems Testing and Disinfection Provide equipment piping systems testing and disinfection as described in the specifications, complete for the Lump Sum price of: 1 LS 18 Equipment Testing, Training and Startup Provide equipment testing, training of owner staff, and startup of the new treatment system and subsystems as described in the specifications, complete for the Lump Sum price of: 1 LS 19 Incidental Labor and Materials Furnish all labor, materials, and equipment, required to complete work as shown in the plans and described in the specifications but not explicitly identified in the Bid Form, complete for the Lump Sum Price of: 1 LS
Costs for any items or work not specifically stated but required to complete project work as shown in the plans and described in the specifications shall be included in the Bid Line Item work with which it is best associated.

BID SCHEDULE
City of San Jacinto Bath WTP Iron and Manganese Treatment System Project TOTAL FOR ITEMS 1 THRU 19 WRITTEN IN NUMBERS $__________________________________________________ TOTAL FOR ITEMS 1 THRU 19 WRITTEN IN WORDS:________________________________________________________________________________________________________________ PRINT THIS FORM ON 11" X 17" LANDSCAPE
C5.1.b
Packet Pg. 1557 Attachment: Bath Improvement Bid Documents (Award of Contract to Pacific Hydrotech Corporation for Bath Well Treatement Plant)

PROPOSAL
(22-005/ARPA) C-
* Mobilization shall not exceed 5% of the total bid amount.

Each bidder must bid on each item shown on the Bidder’s Proposal. If any bidder shall make any alteration, interlineations, or deviation in any of the printed matter of the proposal or if the signature of the bidder is incomplete, the bid will be considered informal and it may be rejected.

The unit price bid shall include all sales, use, or other taxes applicable.

All blank spaces appearing above must be filled in. Failure to fill in any blank spaces may render the bid non-responsive. In case of discrepancy between unit prices and item totals, the unit prices shall prevail.

In case of a discrepancy between item totals and the grand total, the item totals shall prevail. The grand total will be subject to adjustment by the City in the event of a discrepancy. The contract award shall be made on the basis of the grand total as described above from among responsive and responsible bidders.

Based on the bids received and the City’s budget at the time of contract award, the City reserves the right to delete items. The estimated quantities for unit price items are for purposes of comparing bids only and the City makes no representation that the actual quantities of work performed will not vary from the estimates.

The Contractor acknowledges receipt of the following addenda issued for the above project. If no addenda have been received, write “none”. FAILURE TO ACKNOWLEDGE RECEIPT OF ANY ADDENDA ISSUED WILL RENDER THE CONTRACTOR’S BID NON-RESPONSIVE.

List of Addenda Received:

5.1.b
Packet Pg. 1558 Attachment: Bath Improvement Bid Documents (Award of Contract to Pacific Hydrotech Corporation for Bath Well Treatement Plant)

PROPOSAL
(22-005/ARPA) C-4

LISTING OF MANUFACTURERS
The Contractor shall submit this sheet with his Bid, completed, to list the manufacturers of materials he intends to use. It shall be understood that where the Contractor elects not to use the material manufacturers called for in the Specifications, he will substitute only items of equal quality, durability, functional character and efficiency as determined by the Agency. The Contractor should ascertain prior to bidding the acceptability of substitutes. Only one manufacturer shall be listed for each item.

Item or Material Manufacturer

1. 2.

3. 4.

5. 6.

7. 8.

9. 10.

No change shall be allowed of any material manufacturer listed after receipt of Bids unless the manufacturer so listed cannot furnish materials meeting the Specifications. Should such change be allowed by the Agency, there will be no increase in the amount of the Bid originally submitted.

5.1.b
Packet Pg. 1559 Attachment: Bath Improvement Bid Documents (Award of Contract to Pacific Hydrotech Corporation for Bath Well Treatement Plant) (22-005/ARPA) CPROPOSAL

INFORMATION REQUIRED OF BIDDER

SITE IMPROVEMENTS AND CONSTRUCTION OF POTABLE WATER TREATMENT PLANT (22-005/ARPA)
BIDDER NAME:______________________________________________________ The Bidder is required to supply the following information. Additional sheets may be attached, if necessary. If requested by the City, the Bidder shall furnish a notarized financial statement, references, or other information, sufficiently comprehensive to permit an appraisal of his current financial condition.

1. Address:

2. Telephone: Fax: E-mail:

3. Type of Firm: Individual ( ) Partnership ( ) Corporation ( )

4. Corporation organized under the laws of the State of

5. Contractor’s License: State License No.

6. Names and Titles of all officers of the firm:

7. Number of years of experience in projects of this type

8. List Minimum Three Projects of this type recently completed:

PROJECT

CONTRACT
AMOUNT

COMPLETION
DATE

NAME AND ADDRESS

OF AGENCY

CONTACT PERSON AND

PHONE NUMBER
1 2
3 4
5 5.1.b
Packet Pg. 1560 Attachment: Bath Improvement Bid Documents (Award of Contract to Pacific Hydrotech Corporation for Bath Well Treatement Plant)

PROPOSAL
(22-005/ARPA) CBID BOND

KNOW ALL MEN BY THESE PRESENTS,
That as Principal, and
as Surety,
are held and firmly bound unto the City of San Jacinto in the sum of:
($ ),
(not less than 10 percent of the total amount of the bid) 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.

WHEREAS, said Principal has submitted a bid to said City to perform all work required under the City’s Specifications entitled:

CONTRACT DOCUMENTS AND SPECIFICATIONS
FOR

SITE IMPROVEMENTS AND CONSTRUCTION OF POTABLE WATER TREATMENT PLANT (22-005/ARPA)
If the Principal does not withdraw its bid within the time specified in the Contract Documents; and if bid is rejected or, in the alternate, the Principal is awarded the Contract, signs 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 and upon default of the Principal shall be forfeited to the City, it being expressly understood and agreed that the liability of the Surety for any and all default of the Principal shall be the amount of this obligation as herein stated, as liquidated damages.

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 affect its obligation under this bond, and Surety does hereby waive notice of any such changes.

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)
Contractor/ Principal
By
Title
(Corporate Seal) Surety
By
Attorney-in-Fact

5.1.b
Packet Pg. 1561 Attachment: Bath Improvement Bid Documents (Award of Contract to Pacific Hydrotech Corporation for Bath Well Treatement Plant)

PROPOSAL
(22-005/ARPA) C-
(Attach Attorney-in-Fact Certificate) Title ______________________________________ Surety signatures on this bond must be acknowledged before notary publics, and a legally sufficient power of attorney must be attached to the bond to verify the authority of any party signing on behalf of a surety.

All notices or demands to the surety shall be delivered via first class mail to the following:

5.1.b
Packet Pg. 1562 Attachment: Bath Improvement Bid Documents (Award of Contract to Pacific Hydrotech Corporation for Bath Well Treatement Plant)

PROPOSAL
(22-005/ARPA) CNONCOLLUSION AFFIDAVIT
(Title 23 United States Code Section 112 and
Public Contract Code Section 7106)
To the CITY / COUNTY of ________________________________________________________ DEPARTMENT OF PUBLIC WORKS.

In conformance with Title 23 United States Code Section 112 and Public Contract Code 7106 the bidder declares that the bid is not made in the interest of, or on behalf of, any undisclosed person, partnership, company, association, organization, or corporation; that the bid is genuine and not collusive or sham; that the bidder has not directly or indirectly induced or solicited any other bidder to put in a false or sham bid, and has not directly or indirectly colluded, conspired, connived, or agreed with any bidder or anyone else to put in a sham bid, or that anyone shall refrain from bidding; that 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, or to secure any advantage against the public body awarding the contract of anyone interested in the proposed contract; that all statements contained in the bid are true; and, further, that 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, or paid and will not pay, any fee to any corporation, partnership, company association, organization, bid depository, or to any member or agent thereof to effectuate a collusive or sham bid.

Note: The above Non-collusion Affidavit is part of the Proposal. Signing this Proposal on the signature portion thereof shall also constitute signature of this Non-collusion Affidavit. Bidders are cautioned that making a false certification may subject the certifier to criminal prosecution.

Date Bidder
Authorized Signature
Name (Print/Type)
Title

5.1.b
Packet Pg. 1563 Attachment: Bath Improvement Bid Documents (Award of Contract to Pacific Hydrotech Corporation for Bath Well Treatement Plant)

PROPOSAL
(22-005/ARPA) CANTI-TRUST CLAIM
In entering into a public works contract or a subcontract to supply goods, services, or materials pursuant to a public works contract, the 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 ct (15 U.S.C. Sec. 15) or under the Cartwright Act (Chapter [commencing with Section 16700] of Part 2 of Division 7 of the Business and Professions Code), arising from purchases of goods, services, or materials pursuant to the Public Works Contract or the Contract or the Subcontract. This assignment shall be made and become effective at the time the Agency tenders final payment to the Contractor, without further acknowledgement by the parties.

RESPECTFULLY SUBMITTED:

Signature Please Print
Title Address
Date
Contractor’s California License No. Type of License
Name of License Holder Expiration Date

THE REPRESENTATIONS MADE HEREIN ARE MADE UNDER PENALTY OF PURJURY.

Federal I.D. No.
(Seal 0 if Bid is by a Corporation)
ATTEST_________________________________

5.1.b
Packet Pg. 1564 Attachment: Bath Improvement Bid Documents (Award of Contract to Pacific Hydrotech Corporation for Bath Well Treatement Plant) (22-005/ARPA) C-1

PROPOSAL
CONTRACTOR’S CERTIFICATE REGARDING WORKERS’ COMPENSATION

SITE IMPROVEMENTS AND CONSTRUCTION OF POTABLE WATER TREATMENT PLANT (22-005/ARPA)
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

5.1.b
Packet Pg. 1565 Attachment: Bath Improvement Bid Documents (Award of Contract to Pacific Hydrotech Corporation for Bath Well Treatement Plant) (22-005/ARPA) C-1

PROPOSAL

PUBLIC WORKS CONTRACTOR REGISTRATION CERTIFICATION
SITE IMPROVEMENTS AND CONSTRUCTION OF POTABLE WATER TREATMENT PLANT (22-005/ ARPA)
Pursuant to Labor Code sections 1725.5 and 1771.1, all contractors and subcontractors that wish to bid on, be listed in a bid proposal, or enter into a contract to perform public work must be registered with the Department of Industrial Relations. See http://www.dir.ca.gov/Public-Works/PublicWorks.html for additional information.

No bid will be accepted nor any contract entered into without proof of the contractor’s and subcontractors’ current registration with the Department of Industrial Relations to perform public work.

Contractor hereby certifies that it is aware of the registration requirements set forth in Labor Code sections 1725.5 and 1771.1 and is currently registered as a contractor with the Department of Industrial Relations.1
Name of Contractor:

DIR Registration Number:

DIR Registration Expiration:__________________________
Small Project Exemption: _____ Yes or _____ No
Unless Contractor is exempt pursuant to the small project exemption, Contractor further acknowledges:

1. Contractor shall maintain a current DIR registration for the duration of the project.

2. Contractor shall include the requirements of Labor Code sections 1725.5 and 1771.1 in its contract with subcontractors and ensure that all subcontractors are registered at the time of bid opening and maintain registration status for the duration of the project.

3. Failure to submit this form or comply with any of the above requirements may result in a finding that the bid is non-responsive.

Name of Contractor:____________________
Signature:

Name and Title:

Dated:
1 If the Project is exempt from the contractor registration requirements pursuant to the small project exemption under Labor Code Sections 1725.5 and 1771.1, please mark “Yes” in response to “Small Project Exemption.”

5.1.b
Packet Pg. 1566 Attachment: Bath Improvement Bid Documents (Award of Contract to Pacific Hydrotech Corporation for Bath Well Treatement Plant)

PROPOSAL
(22-005/ARPA) C-1

PUBLIC CONTRACT CODE
PUBLIC CONTRACT CODE SECTION 10285.1 STATEMENT
In conformance with Public Contract Code Section 10285.1 (Chapter 376, Stats. 1985), the bidder hereby declares under penalty of perjury under the laws of the State of California that the bidder has ___, has not ___ been convicted within the preceding three years of any offenses referred to I that section, including any charge of fraud, bribery, collusion, conspiracy, or any other act in violation of any state or Federal antitrust law in connection with the bidding upon, award of, or performance of, any public works contract, as defined in Public Contract Code Section 1101, with any public entity, as defined in Public Contract Code Section 1100, including the Regents of the University of California or the Trustees of the California State University. The term “bidder” is understood to include any partner, member, officer, director, responsible managing officer, or responsible managing employee thereof, as referred to in Section 10285.1.

Note: The bidder must place a checkmark after “has” or “has not” in one of the blank spaces provided.

The above Statement is part of the Proposal. Signing this proposal on the signature portion thereof shall also constitute signature of this Statement. Bidders are cautioned that making a false certification may be subject to certifier to criminal prosecution.

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

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

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PROPOSAL
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PUBLIC CONTRACT CODE SECTION 10232 STATEMENT
In conformance with Public Contract Code Section 10232, the Contractor, hereby states under penalty of perjury, that no more than one final unappealable finding of contempt of court by a federal court has been issued against the Contractor within the immediately preceding two-year period because of the Contractor’s failure to comply with an order of a federal court which orders the Contractor to comply with an order of the national Labor Relations Board.

Note: The above Statement and Questionnaire are part of the Proposal. Signing this Proposal on the signature portion thereof shall also constitute signature of this Statement and Questionnaire.

Bidders are cautioned that making a false certification may subject the certifier to criminal prosecution.

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PROPOSAL
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DEBARMENT AND SUSPENSION CERTIFICATION
TITLE 49, CODE OF FEDERAL REGULATIONS, PART 29
The bidder, under penalty of perjury, certifies that, except as noted below, he/she or any other person associated therewith in the capacity of owner, partner, director, officer, manager:
 Is not currently under suspension, debarment, voluntary exclusion or determination of indelibility by any Federal agency;
 Has not been suspended, debarred, voluntarily excluded or determined ineligible by any Federal agency within the past 3 years;
 Does not have a proposed debarment pending; and
 Has not been indicted, convicted, or had a civil judgement rendered against it by a court of competent jurisdiction in any matter involving fraud or official misconduct within the past 3 years.

If there are any exceptions to this certification, insert the exceptions in the following space.

Exceptions will not necessarily result in denial of award, but will be considered in determining bidder responsibility. For any exception noted above, indicate below to whom it applies, initiating agency, and dates of action.

Notes: Providing false information may result in criminal prosecution or administrative sanctions. The above certification is part of the Proposal. Signing this Proposal on the signature portion thereof shall also constitute signature of this Certification.
______________________________________
Signature, Title

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AGREEMENT
THIS AGREEMENT, made and entered into as of this day of , 20__ by and between the City of San Jacinto hereinafter called “City” and , hereinafter called “Contractor.”
WITNESSETH: That the parties hereto do mutually agree as follow:

ARTICLE I: For and in consideration of the payments and agreements hereinafter mentioned to be made and performed by said City, said Contractor agrees with said City to perform and complete in a workmanlike manner all work required under the City’s Specifications entitled:

CONTRACT DOCUMENTS AND SPECIFICATIONS
FOR

SITE IMPROVEMENTS AND CONSTRUCTION OF POTABLE WATER TREATMENT PLANT (22-005/ARPA)
in accordance with the Specifications and Drawings thereof, to furnish at his own expense all labor, materials, equipment, tools, supplies, transportation, utilities, bonds and insurance, permits and services necessary therefore, except such materials, equipment, and services as may be stipulated in said Specifications to be furnished by said City, and to do everything required by this Agreement and the said Specifications and Drawings.

ARTICLE II. For furnishing all said labor, materials, equipment, tools, and services, furnishing and removing all plant, temporary structures, tools, and equipment, and doing everything required by this Agreement and the said Specifications and Drawings; also for all loss and damage arising out of the nature of the work aforesaid, or from the action of the elements, or from any unforeseen difficulties which may arise during the prosecution of the work until its acceptance by said Owner, and for all risks of every description connected with the work; also for all expenses resulting from the suspension or discontinuance of work, except as in the said Specifications are expressly stipulated to be borne by said City; and for completing the work in accordance with the requirements of said Specifications and Drawings as directed by the Engineer, said City will pay and said Contractor shall receive, in full compensation therefore, the price(s) named in the Proposal.

ARTICLE III. The City hereby employs said Contractor to perform the work according to the terms of this Agreement for price(s) named in the Proposal, and agrees to pay the same at the time, in the manner, and upon the condition as stipulated in the said Specifications; and the said parties for themselves, their heirs, executors, administrators, successors, and assigns, do hereby agree to the full performance of the covenants herein contained.

ARTICLE IV. The Notice Inviting Bids, Instruction to Bidders, Proposal, Information Required of Bidder, the Faithful Performance Bond, the Labor and Material Bond, the General Conditions, Special Provisions, Technical Specifications, Drawings, and all Addenda issued by the City with respect to the foregoing prior to the opening of bids, are hereby incorporated in and made part of this Agreement.

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Precedence of Contract Documents. If there is a conflict between Contract Documents, the highest in precedence shall control. The order of precedence shall be as follows:

1. Permits from other agencies as may be required by law.

2. Special Provisions.

3. Notice Inviting Bids, Instructions to Bidders, and General Specifications.

4. Agreement between City and Contractor.

5. Plans.

6. Standard Plans.

7. Project Manual

8. Standard Specifications.

9. Reference Specifications.

10. Contractor’s Proposal.

Change orders and approved revisions to Plans and Specifications will take precedence over Items 2 through 10 above. Detailed plans shall have precedence over general plans.

ARTICLE V. All time limits stated in the Contract Documents are of the essence of this Agreement.

No work, services, materials or equipment shall be performed or furnished under this Agreement unless and until a Notice to Proceed has been given to the Contractor by the owner.

Notwithstanding the foregoing, the City's said right to cancellation must be exercised not later than 90 days following the bid opening date, and before delivery of a Notice to Proceed to Contractor.

ARTICLE VI. Contractor shall indemnify, defend with legal counsel approved by City, and hold harmless City, its officers, officials, employees and volunteers from and against all third party claims, liability, loss, damage, expense, cost (including without limitation reasonable legal counsel fees, expert fees and all other costs and fees of litigation) of every nature arising out of or in connection with Contractor's negligence, recklessness or willful misconduct in the performance of work hereunder or its failure to comply with any of its obligations contained in this Agreement, except such loss or damage which is caused by the sole or active negligence or willful misconduct of the City. Should conflict of interest principles preclude a single legal counsel from representing both City and Contractor, or should City otherwise find Contractor’s legal counsel unacceptable, then Contractor shall reimburse the City its costs of defense, including without limitation reasonable legal counsel’s fees, expert fees and all other costs and fees of litigation. The Contractor shall promptly pay any final judgment rendered against the City (and its officers, officials, employees and volunteers) with respect to claims determined by a trier of fact to have been the result of the Contractor’s negligent, reckless or wrongful performance. It is expressly understood and agreed that the foregoing provisions are intended to be as broad and inclusive as is permitted by the law of the State of California and will survive termination of this Agreement.

Contractor obligations under this section apply regardless of whether or not such claim, charge, damage, demand, action, proceeding, loss, stop notice, cost, expense, judgment, civil fine or penalty, or liability was caused in part or contributed to by an Indemnitee. However, without affecting the rights of City under any provision of this Agreement, Contractor shall not be required to indemnify and hold harmless City for liability attributable to the active negligence of City, provided such active negligence is determined by agreement between the parties or by the findings of a court of competent jurisdiction. In instances where City is shown to have been actively negligent and where City’s active negligence accounts for only a percentage of the liability involved, the obligation of Contractor will be for that entire portion or percentage of liability not attributable to the active negligence of City.

ARTICLE VII. No official, officer or employee of the City, or its members of their direct family shall have any interest, direct or indirect, in the contract or the proceeds thereof during his/her tenure with the City or for a period of one year thereafter. The Contractor agrees to indemnify, defend and

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hold harmless the City, its officials, officers, attorneys and employees from all claims, liabilities, lawsuits, actions, or damages of any type, including without limitation costs of suit and attorneys fees, arising out of any claims, proceedings, lawsuits or actions for injunctive or declaratory relief related to any alleged breach of this requirement, violation of Government Code Section 1090 et seq. or the Political Reform Act (Government Code Section 87100 et seq.).

ARTICLE VIII. Prevailing wages shall be paid and Contractor shall comply with Labor Code Sections 1720 et seq. as well as California Code of Regulations, Title 8, Section 16000 et seq. Contractor acknowledges the provisions of the State Labor Code requiring every employer to be insured against liability for worker’s compensation, or to undertake self-insurance in accordance with the provisions of that code and certifies compliance with such provisions. Contractor further acknowledges the provisions of the State Labor Code requiring every employer to pay at least the minimum prevailing rate of per diem wages for each craft, classification, or type of workman needed to execute this contract. The State General Prevailing Wage Determination as established by the California Department of Industrial Relations is available at http://www.dir.ca.gov/DLSR/PWD/index.htm and in the Public Works Department at City Hall.

ARTICLE IX. The work required by the Contract Documents must be completed within the time set forth in the Contract, unless adjusted by terms of the Contract Documents. Unless authorized, any other delay shall deprive the City from timely and reasonable use of the project. Accordingly, the Contractor acknowledges that he or she understands, has ascertained and agrees that he or she shall pay to the City, as liquidated damages, and not as a penalty or forfeiture, the amounts herein set forth for the failure of the Contractor to complete the entire work within the time specified.

ARTICLE X. The Contractor shall promptly, and before the following conditions are disturbed, notify the City in writing of any:
(1) 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. (2) Latent physical conditions at the site differing from those indicated. (3) Unknown physical conditions at the site of any unusual nature, different materially from those ordinarily encountered and generally recognized as inherent in work of the character provided for in the Contract Documents.

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

In the event that a dispute arises between the City and the Contractor 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 released from any scheduled completion date provided for by the contract, but shall proceed with all work to be performed under the Contract. The Contractor shall retain any and all rights provided either by contract or by law that pertain to the resolution of disputes and protests between the contracting parties.

For purposes of this provision, prompt notice shall mean notice seven (7) days from the discovery of the unforeseen conditions or prior to the discovered condition being disturbed, whichever is earlier.

ARTICLE XI. This Agreement shall be interpreted, construed and governed both as to validity and to performance of the parties in accordance with the laws of the State of California. Legal actions

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concerning any dispute, claim or matter arising out of or in relation to this Agreement shall be instituted in the Superior Court of the County Riverside, State of California, or any other appropriate court in such county, and Contractor covenants and agrees to submit to the personal jurisdiction of such court in the event of such action. In the event of litigation in a U.S. District Court, venue shall lie exclusively in the Central District of California, in the County of Riverside, State of California.

ARTICLE XII. Waiver by any party to this Agreement of any term, condition, or covenant of this Agreement shall not constitute a waiver of any other term, condition, or covenant. Waiver by any party of any breach of the provisions of this Agreement shall not constitute a waiver of any other provision or a waiver of any subsequent breach or violation of any provision of this Agreement.

Acceptance by City of any work or services by Contractor shall not constitute a waiver of any of the provisions of this Agreement. No delay or omission in the exercise of any right or remedy by a nondefaulting party on any default shall impair such right or remedy or be construed as a waiver. Any waiver by either party of any default must be in writing and shall not be a waiver of any other default concerning the same or any other provision of this Agreement.

ARTICLE XIII. Except with respect to rights and remedies expressly declared to be exclusive in this Agreement, the rights and remedies of the parties are cumulative and the exercise by either party of one or more of such rights or remedies shall not preclude the exercise by it, at the same or different times, of any other rights or remedies for the same default or any other default by the other party.

ARTICLE XIV. In addition to any other rights or remedies, either party may take legal action, in law or in equity, to cure, correct or remedy any default, to recover damages for any default, to compel specific performance of this Agreement, to obtain declaratory or injunctive relief, or to obtain any other remedy consistent with the purposes of this Agreement. Notwithstanding any contrary provision herein, Contractor shall file a claim pursuant to Government Code Sections 905 et seq. and 910 et seq., in order to pursue a legal action under this Agreement.

ARTICLE XV. No officer or employee of the City shall be personally liable to the Contractor, or any successor in interest, in the event of any default or breach by the City or for any amount which may become due to the Contractor or to its successor, or for breach of any obligation of the terms of this Agreement.

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

ARTICLE XVII. This Agreement, including the attachments hereto and documents references herein, is the entire, complete and exclusive expression of the understanding of the parties. It is understood that there are no oral agreements between the parties hereto affecting this Agreement and this Agreement supersedes and cancels any and all previous negotiations, arrangements, agreements and understandings, if any, between the parties, and none shall be used to interpret this Agreement. No amendment to or modification of this Agreement shall be valid unless made in writing and approved by the Contractor and by the City Council. The parties agree that this requirement for written modifications cannot be waived and that any attempted waiver shall be void.

ARTICLE XVIII. The Contractor shall maintain accounts and records, including personnel, property, and financial records, adequate to identify and account for all costs pertaining to the contract and such other records as may be deemed necessary by the City to assure proper accounting for all project funds, both federal and non-federal shares. These records will be made available for audit purposes to the City or any authorized representative and will be retained for 4 years after the expiration of this contract, unless permission to destroy them is granted by the City.

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ARTICLE XIX. The persons executing this Agreement on behalf of the parties hereto warrant that (i) such party is duly organized and existing, (ii) they are duly authorized to execute and deliver this Agreement on behalf of said party, (iii) by so executing this Agreement, such party is formally bound to the provisions of this Agreement, and (iv) the entering into this Agreement does not violate any provision of any other Agreement to which said party is bound. This Agreement shall be binding upon the heirs, executors, administrators, successors and assigns of the parties.

ARTICLE XX. Special Federal Requirements:

1. Contractor and Owner do hereby acknowledge that this project will be partially or fully funded with American Rescue Plan Act (ARPA) and is therefore subject to applicable Federal procurement, labor, environmental, equal opportunity, and other regulations.

2. Contractor shall maintain and keep books and records on a current basis, recording all transactions pertaining to this agreement in a form in accordance with generally acceptable accounting principles. Said books and records shall be made available to the County, the State of California, the Federal government, and to any authorized representative thereof for the purpose of audit at all reasonable times and places. All such books and records shall be retained for such periods of time as required by law, provided, however, notwithstanding any shorter periods of retention, all books, records, and supporting detail shall be retained for a period of at least five (5) years after the expiration of the term of this Agreement.

3. Contractor shall comply with the Davis-Bacon Fair Labor Standards Act (40 USC a-276, a-5) and the implementation regulations thereof. Contractor shall comply with the U.S.

Department of Housing and Urban Development's Federal Labor Standards Provisions (HUD 4010).

Contractor acknowledges that work under this contract is subject to the payment of prevailing wages pursuant to Section 1770 and 1773 et. Seq. of the Labor Code of the State of California, the Director of Industrial Relations (State Prevailing Wages), and the U.S.

Department of Housing and Urban Development's Federal Labor Standards Provisions (Davis-Bacon Act Prevailing Wages). The Contractor to whom the contract is awarded, and all subcontractors under him, shall pay the higher of the Federal or State prevailing wage rate for any given classification employed in the performance of this contract.

Contractor acknowledges that the applicable Wage Determination for this project is: Compliance shall be pursuant to most recent update in effect 10 days prior to bid date. General Decision Number: CA 20230025
Modification Number: 9 .

Date: 9/8/2023

4. Section 3 Compliance: The Contractor hereby acknowledges that this federally-funded project is subject to Section 3 of the Housing and Urban Development Act of 1968 [12 U.S.C. 1701u and 24 CFR Part 135] and agrees to the following:

A. The work to be performed under this contract is subject to the requirements of Section 3 of the Housing and Urban Development Act of 1968, as amended, 12 U.S.C. 1701u (Section 3). The purpose of Section 3 is to ensure that employment and other economic opportunities generated by HUD assistance or HUD-assisted projects covered by Section 3, shall, to the greatest extent feasible, be directed to low- and very lowincome persons, particularly persons who are recipients of HUD assistance for housing.

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B. The parties to this contract agree to comply with HUD's regulations in 24 CFR Part 135, which implement Section 3. As evidenced by their execution of this contract, the parties to this contract certify that they are under no contractual or other impediment that would prevent them from complying with the Part 135 regulations.

C. The contractor agrees to send to each labor organization or representative of workers with which the contractor has a collective bargaining agreement or other understanding, if any, a notice advising the labor organization or workers' representative of the contractor's commitments under this Section 3 clause, and will post copies of the notice in conspicuous places at the work site where both employees and applicants for training and employment positions can see the notice. The notice shall describe the Section 3 preference, shall set forth minimum number and job titles subject to hire, availability of apprenticeship and training positions, the qualifications for each; and the name and location of the person(s) taking applications for each of the positions; and the anticipated date the work shall begin.

D. The contractor agrees to include this Section 3 clause jn every subcontract subject to compliance with regulations in 24 CFR Part 135, and agrees to take appropriate action, as provided in an applicable provision of the subcontract or in this Section 3 clause, upon a finding that the subcontractor is in violation of the regulations in 24 CFR Part 135. The contractor will not subcontract with any subcontractor where the contractor has notice or knowledge that the subcontractor has been found in violation of the regulations in 24 CFR Part 135.

E. The contractor will certify that any vacant employment positions, including training positions, that are filled (1) after the contractor is selected but before the contract is executed, and (2) with persons other than those to whom the regulations of 24 CFR Part 135 require employment opportunities to be directed, were not filled to circumvent the contractor's obligations under 24 CFR Part 135.

F. Noncompliance with HUD's regulations in 24 CFR Part 135 may result in sanctions, termination of this contract for default, and debarment or suspension from future HUD assisted contracts.

G. With respect to work performed in connection with Section 3 covered Indian housing assistance, Section 7(b) of the Indian Self-Determination and Education Assistance Act (25 U.S.C. 450e) also applies to the work to be performed under this contract. Section 7(b) requires that to the greatest extent feasible (i) preference and opportunities for training and employment shall be given to Indians, and (ii) preference in the award of contracts and subcontracts shall be given to Indian organizations and Indian-owned Economic Enterprises. Parties to this contract that are subject to the provision of Section 3 and Section 7(b) agree to comply with Section 3 to the maximum extent feasible, but not in derogation of compliance with Section 7(b).

ARTICLE XXI. Additional Federal Requirements:

Whereas the work under this Agreement is subject to applicable Federal, State, and local laws and regulations, including but not limited to the regulations pertaining to the Community Development Block Grant (24 CFR Part 570) and the Uniform Administrative Requirements, Cost Principles and Audit Requirements for Federal Awards (2 CFR 200). All contractors, sub-contractors, consultants, and subconsultants agree to comply with and are subject to, the following Federal requirements (if applicable):

1. Equal Employment Opportunity - Compliance with Executive Order 11246 of September 24, 1965, entitled "Equal Employment Opportunity", as amended by Executive Order 11375 of October 13, 1967, and as supplemented in Department of Labor regulations (41 CFR chapter

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60). The Contractor/Consultant will not discriminate against any employee or applicant for employment because of race, color, religion, sex, or national origin Contractor/Consultant will ensure that all qualified applicants will receive consideration for employment without regard to race, color, religion, sex, or national origin. The Contractor/Consultant will take affirmative action to ensure that applicants are employed and the employees are treated during employment, without regard to their race, color, religion, sex, or national origin. Such actions shall include, but are not limited to, the following: employment, up-grading, demotion, or transfer; recruitment or recruitment advertising; rates of pay or other forms of compensation; and selection for training, including apprenticeship. The Contractor/Consultant agrees to post in a conspicuous place, available to employees and applicants for employment, notices to be provided by the County setting forth the provisions of this non-discriminating clause.

2. Copeland "Anti-Kickback" Act (18 U.S.C. 874 and 40 U.S.C. 276c: All contracts and subgrants in excess of $2,000 for construction or repair awarded by recipients and subrecipients shall include a provision for compliance with the Copeland "Anti-Kickback" Act (18 U.S.C. 874), as supplemented by Department of Labor regulations (29 CFR part 3, "Contractors and Subcontractors on Public Building or Public Work Financed in Whole or in Part by Loans or Grants from the United States''). The Act provides that each contractor or subrecipient shall be prohibited from inducing, by any means, any person employed in the construction, completion, or repair of public work, to give up any part of the compensation to which he is otherwise entitled. The recipient shall report all suspected or reported violations to HUD.

3. Davis-Bacon Act, as amended (40 U.S.C. 276a to a-7: When required by Federal program legislation, all construction contracts awarded by the recipients and subrecipients of more than $2,000 shall include a provision for compliance with the Davis-Bacon Act (40 U.S.C. 276a to a-7) and as supplemented by Department of Labor regulations (29 CFR part 5, "Labor Standards Provisions Applicable to Contracts Governing Federally Financed and Assisted Construction''). Under this Act, contractors shall be required to pay wages to laborers and mechanics at a rate not less than the minimum wages specified in a wage determination made by the Secretary of Labor. In addition, contractors shall be required to pay wages not less than once a week. The recipient shall place a copy of the current prevailing wage determination issued by the Department of Labor in each solicitation and the award of a contract shall be conditioned upon the acceptance of the wage determination. The recipient shall report all suspected or reported violations to HUD.

4. Contract Work Hours and Safety Standards Act (40 U.S.C. 327 through 333: Where applicable, all contracts awarded by recipients in excess of $2,000 for construction contracts and in excess of $2,500 for other contracts that involve the employment of mechanics or laborers shall include a provision for compliance with Sections 102 and 107 of the Contract Work Hours and Safety Standards Act (40 U.S.C. 327-333), as supplemented by Department of Labor regulations (29 CFR part 5). Under Section 102 of the Act, each contractor shall be required to compute the wages of every mechanic and laborer on the basis of a standard workweek of 40 hours. Work in excess of the standard workweek is permissible provided that the worker is compensated at a rate of not less than 1 1/2 times the basic rate of pay for all hours worked in excess of 40 hours in the workweek. Section 107 of the Act is applicable to construction work and provides that no laborer or mechanic shall be required to work in surroundings or under working conditions which are unsanitary, hazardous or dangerous.

These requirements do not apply to the purchases of supplies or materials or articles ordinarily available on the open market, or contracts for transportation or transmission of intelligence.

5. Rights to Inventions Made Under a Contract or Agreement - Contracts or agreements for the performance of experimental, developmental, or research work shall provide for the rights of the Federal Government and the recipient in any resulting invention in accordance with 37 CFR part 401,"Rights to Inventions Made by Nonprofit Organizations and Small Business Firms Under Government Grants, Contracts and Cooperative Agreements," and any implementing regulations issued by HUD.

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6. Rights to Data and Copyrights- Contractors and consultants agree to comply with all applicable provisions pertaining to the use of data and copyrights pursuant to 48 CFR Part

27.4,Federal Acquisition Regulations (FAR).

7. Clean Air Act (42 U.S.C. 7401et seq.) and the Federal Water Pollution Control Act (33 U.S.C. 1251et seq.), as amended- Contracts and subgrants of amounts in excess of $100,000 shall contain a provision that requires the recipient to agree to comply with all applicable standards, orders or regulations issued pursuant to the Clean Air Act (42 U.S.C. 7401 et seq.) and the Federal Water Pollution Control Act as amended (33 U.S.C. 1251 et seq.).

Violations shall be reported to HUD and the Regional Office of the Environmental Protection Agency (EPA).

8. Byrd Anti-Lobbying Amendment (31 u.s.c. 1352)- Contractors who apply or bid for an award of $100,000 or more shall file the required certification. Each tier certifies to the tier above that it will not and has not used Federal appropriated funds to pay any person or organization for influencing or attempting to influence an officer or employee of any agency, a member of Congress, officer or employee of Congress, or an employee of a member of Congress in connection with obtaining any Federal contract, grant or any other award covered by 31U.S.C. 1352. Each tier shall also disclose any lobbying with non-Federal funds that takes place in connection with obtaining any Federal award. Such disclosures are forwarded from tier to tier up to the recipient.

9. Debarment and Suspension (E.O.s 12549 and 12689)- No contract shall be made to parties listed on the General Services Administration's List of Parties Excluded from Federal Procurement or Nonprocurement Programs in accordance with E.O.s 12549 and 12689, "Debarment and Suspension," as set forth at 24 CFR Part 24. This list contains the names of parties debarred, suspended, or otherwise excluded by agencies and contractors declared ineligible under statutory or regulatory authority other than E.O. 12549. Contractors with awards that exceed the small purchase threshold shall provide the required certification regarding its exclusion status and that of its principal employees.

10. Drug-Free Workplace Requirements- The Drug-Free Workplace Act of 1988 (42 U.S.C. 701) requires grantees (including individuals) of federal agencies, as a prior condition of being awarded a grant, to certify that they will provide drug-free workplaces. Each potential recipient must certify that it will comply with drug-free workplace requirements in accordance with the Act and with HUD's rules at 24 CFR part 24, subpart F.

11. Access to Records and Records Retention: The Consultant or Contractor, and any sub consultants or sub-contractors, shall allow all duly authorized Federal, State, and/or County officials or authorized representatives access to the work area, as well as all books, documents, materials, papers, and records of the Consultant or Contractor, and any sub consultants or subcontractors, that are directly pertinent to a specific program for the purpose of making audit, examinations, excerpts, and transcriptions. The Consultant or Contractor, and any subconsultant or sub-contractors further agree to maintain and keep such books, documents, materials, papers, and records, on a current basis, recording all transactions pertaining to this agreement in a form in accordance with generally acceptable accounting principles. All such books and records shall be retained for such periods of time as required by law, providing, however, notwithstanding any shorter periods of retention, all books, records, and supporting detail shall be retained for a period of at least five (5) years after the expiration of the term of this Agreement.

12. Federal Employee Benefit Clause: No member of or delegate to the congress of the United

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States, and no Resident Commissioner shall be admitted to any share or part of this agreement or to any benefit to arise from the same.

13. Energy Efficiency: Mandatory standards and policies relating to energy efficiency which are contained in the State energy conservation plan issued in compliance with the Energy Policy and Conservation Act (Pub. L. 94A 163,89,Stat. 871).

14. Procurement of Recovered Materials (2 CFR 200.322.) A non-Federal entity that is a state agency or agency of a political subdivision of a state and its contractors must comply with section 6002 of the Solid Waste Disposal Act, as amended by the Resource Conservation and Recovery Act. The requirements of Section 6002 include procuring only items designated in guidelines of the Environmental Protection Agency (EPA) at 40 CFR part 247 that contain the highest percentage of recovered materials practicable, consistent with maintaining a satisfactory level of competition, where the purchase price of the item exceeds $10,000 or the value of the quantity acquired by the preceding fiscal year exceeded $10,000; procuring solid waste management services in a manner that maximizes energy and resource recovery; and establishing an affirmative procurement program for procurement of recovered materials identified in the EPA guidelines.
[SIGNATURES ON FOLLOWING PAGE]

5.1.b
Packet Pg. 1578 Attachment: Bath Improvement Bid Documents (Award of Contract to Pacific Hydrotech Corporation for Bath Well Treatement Plant) D-10
(22-005/ARPA)
IN WITNESS WHEREOF, the parties hereto have caused this contract to be executed as of the day and year first above written.

CONTRACTOR: Company Name: ___________________________________________ Address: __________________________________________________ Phone & Fax No. ___________________________________________ Signed By: _______________________________________________ Print Name & Title: _________________________________________ Contractor's License No. ________________________________ Class _____________________________________________________ CITY: CITY OF SAN JACINTO
By (Seal)
Robert A. Johnson, City Manager
ATTEST:

Julia Espinoza, City Clerk
Approved as to Form:
_____________________________________________
City Attorney
CONTRACTOR’S SIGNATURES MUST BE NOTARIZED AND THE NOTARY ACKNOWLEDGMENT MUST SPECIFY THAT THE SIGNER OF THE AGREEMENT IS AUTHORIZED TO EXECUTE THE AGREEMENT.

THE CITY’S ATTORNEY SHALL DETERMINE THE SUFFICIENCY OF CONTRACTOR’S SIGNATURES,

AND MAY REQUIRE NOTARIZED SIGNATURES FROM TWO OFFICERS IN THE EVENT THAT CONTRACTOR IS A CORPORATION.

5.1.b
Packet Pg. 1579 Attachment: Bath Improvement Bid Documents (Award of Contract to Pacific Hydrotech Corporation for Bath Well Treatement Plant) D-11
(22-005/ARPA)

FAITHFUL PERFORMANCE BOND

KNOW ALL MEN THESE PRESENT,
THAT WHEREAS, the City of San Jacinto (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 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, Surety shall undertake and faithfully fulfill all such obligations. 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 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:

1. Take over and complete the Project in accordance with all terms and conditions in the Contract Documents; or

2. 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

5.1.b
Packet Pg. 1580 Attachment: Bath Improvement Bid Documents (Award of Contract to Pacific Hydrotech Corporation for Bath Well Treatement Plant) D-12
(22-005/ARPA)
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.

3. Permit the City to complete the Project in any manner consistent with local, California and federal 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, including but not limited to the provisions of sections 2819 and 2845 of the California Civil Code.

5.1.b
Packet Pg. 1581 Attachment: Bath Improvement Bid Documents (Award of Contract to Pacific Hydrotech Corporation for Bath Well Treatement Plant) D-13
(22-005/ARPA)
IN WITNESS WHEREOF, we have hereunto set our hands and seals this _______ day of ______________, 20__).
(Corporate Seal)
Contractor/ Principal
By
Title
(Corporate Seal) Surety
By
Attorney-in-Fact
Signatures of those signing for the Contractor and Surety must be notarized and evidence of corporate authority attached.
(Attach Attorney-in-Fact Certificate) Title
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) NOTE: A copy of the Power-of-Attorney authorizing the person signing on behalf of the Surety to do so must be attached hereto.

5.1.b
Packet Pg. 1582 Attachment: Bath Improvement Bid Documents (Award of Contract to Pacific Hydrotech Corporation for Bath Well Treatement Plant) D-14
(22-005/ARPA)
Notary Acknowledgment
A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document.

STATE OF CALIFORNIA
COUNTY OF ______________
On , 20___, before me, _______________________________, Notary Public, personally Date Name And Title Of Officer (e.g. “Jane Doe, Notary Public”) appeared , who proved to me on the basis of satisfactory Name(s) of Signer(s)
evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument.

I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct.

WITNESS my hand and official seal.

Place Notary Seal Above Signature of Notary Public

OPTIONAL
Though the information below is not required by law, it may prove valuable to persons relying on the document
and could prevent fraudulent removal and reattachment of this form to another document.

CAPACITY CLAIMED BY SIGNER DESCRIPTION OF ATTACHED DOCUMENT ☐ Individual
☐ Corporate Officer
Title(s) Title or Type of Document
☐ Partner(s) ・ Limited
・ General Number of Pages
☐ Attorney-In-Fact
☐ Trustee(s)
☐ Guardian/Conservator Date of Document
☐ Other:

Signer is representing:

Name Of Person(s) Or Entity(ies)
Signer(s) Other Than Named Above
NOTE: This acknowledgment is to be completed for Contractor/Principal.

5.1.b
Packet Pg. 1583 Attachment: Bath Improvement Bid Documents (Award of Contract to Pacific Hydrotech Corporation for Bath Well Treatement Plant) D-15
(22-005/ARPA)
Notary Acknowledgment
A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document.

I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct.

WITNESS my hand and official seal.

Place Notary Seal Above Signature of Notary Public

Signer is representing:

Name Of Person(s) Or Entity(ies)
Signer(s) Other Than Named Above
NOTE: This acknowledgment is to be completed for the Attorney-in-Fact. The Power-of Attorney to local representatives of the bonding company must also be attached

5.1.b
Packet Pg. 1584 Attachment: Bath Improvement Bid Documents (Award of Contract to Pacific Hydrotech Corporation for Bath Well Treatement Plant) D-16
(22-005/ARPA)

LABOR AND MATERIAL BOND
KNOW ALL MEN BY THESE PRESENTS That
WHEREAS, the City of San Jacinto (hereinafter designated as the “City”), by action taken or a resolution passed ___________ , 20____has awarded to ________________ hereinafter designated as the “Principal,” a contract for the work described as follows:
___________________________________________________ (the “Project”); and WHEREAS, the work to be performed by the Principal is more particularly set forth in the Contract Documents for the Project dated __________________ (“Contract Documents”), the terms and conditions of which are expressly incorporated by reference; 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 9100 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.

This bond shall inure to the benefit of any of the persons named in Section 9100 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 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 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

5.1.b
Packet Pg. 1585 Attachment: Bath Improvement Bid Documents (Award of Contract to Pacific Hydrotech Corporation for Bath Well Treatement Plant) D-17
(22-005/ARPA)
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 9100 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 and the provisions of sections 2819 and 2845 of the California Civil Code.

IN WITNESS WHEREOF, we have hereunto set our hands and seals this _______ day of ______________, 20__.
(Corporate Seal)
Contractor/ Principal
By
Title
(Corporate Seal) Surety
By
Attorney-in-Fact
Title
Signatures of those signing for the Contractor and Surety must be notarized and evidence of corporate authority attached. A Power-of-Attorney authorizing the person signing on behalf of the Surety to do so much be attached hereto.

5.1.b
Packet Pg. 1586 Attachment: Bath Improvement Bid Documents (Award of Contract to Pacific Hydrotech Corporation for Bath Well Treatement Plant) D-18
(22-005/ARPA)
Notary Acknowledgment
A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document.

I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct.

WITNESS my hand and official seal.

Place Notary Seal Above Signature of Notary Public

CAPACITY CLAIMED BY SIGNER DESCRIPTION OF ATTACHED DOCUMENT ☐ Individual
☐ Corporate Officer
Title(s) Title or Type of Document
☐ Partner(s) Limited
General Number of Pages
☐ Attorney-In-Fact
☐ Trustee(s)
☐ Guardian/Conservator Date of Document
☐ Other:

Signer is representing:

Name Of Person(s) Or Entity(ies)
Signer(s) Other Than Named Above
NOTE: This acknowledgment is to be completed for Contractor/Principal.

5.1.b
Packet Pg. 1587 Attachment: Bath Improvement Bid Documents (Award of Contract to Pacific Hydrotech Corporation for Bath Well Treatement Plant) D-19
(22-005/ARPA)
Notary Acknowledgment
A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document.

I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct.

WITNESS my hand and official seal.

Place Notary Seal Above Signature of Notary Public

Signer is representing:

Name Of Person(s) Or Entity(ies)
Signer(s) Other Than Named Above
NOTE: This acknowledgment is to be completed for the Attorney-in-Fact. The Power-of-Attorney to local representatives of the bonding company must also be attached.

5.1.b
Packet Pg. 1588 Attachment: Bath Improvement Bid Documents (Award of Contract to Pacific Hydrotech Corporation for Bath Well Treatement Plant) E-1
(22-005/ARPA)

GENERAL SPECIFICATIONS

SITE IMPROVEMENTS AND CONSTRUCTION OF POTABLE WATER TREATMENT PLANT (22-005/ARPA)

SCOPE OF WORK
The work to be done consists of furnishing all labor, materials, tools, equipment, and incidentals as required by the Technical Plans and Specifications (Appendix A) and Contract Documents. The general description of work is:

Drilling, construction, development, and testing of one (1) new potable water supply well, designated New Grand Well, for the City of San Jacinto. Work related to well construction shall include but not be limited to site preparation, borehole drilling, geophysical logging, isolated aquifer zone testing, borehole reaming, casing installation, gravel envelope installation, annular seal installation, well development, completion of the well head, and/or any other work as necessary to complete well installation as described. New Grand Well shall be drilled using the fluid reverse circulation rotary drilling method in two (2) separate drilling passes. The sequence of construction shall be continuous and consecutive.

No overnight closures will be allowed. Access to existing residences and businesses shall be maintained at all times.

LOCATION OF WORK
All work shall take place at the site of the existing Bath Well, at 254 South Camino Los Banos, City of San Jacinto, Riverside County, California.

TIME OF COMPLETION
Time is of the essence in the performance of the work. 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 140 working days from the commencement date stated in the Notice to Proceed, herein after the Contract Time.

The Contractor shall comply with the prosecution of work as specified in Section 6-2 of these Special Provisions; otherwise, liquidated damages will be applicable for each individual item of work.

HOURS OF WORK
The Contractor shall observe the hours of work as specified in Section 6-7 of these Special Provisions.

LIQUIDATED DAMAGES
It is understood that the City will suffer damage, and that it is and will be difficult and/or impossible to ascertain and determine the actual damage which the City will sustain in the event of and by reason of Contractor’s failure to complete the work within the specified time for completion. It is therefore agreed that Contractor shall pay to the City as fixed and liquidated damages, and not as a penalty, the sum stipulated 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. Accordingly, as provided in Government Code section 53069.85, it is agreed that the Contractor will pay the City the sum of $1,000.00 for each and every calendar day of delay in completing the Work 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 the Liquidated Damages are 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.

5.1.b
Packet Pg. 1589 Attachment: Bath Improvement Bid Documents (Award of Contract to Pacific Hydrotech Corporation for Bath Well Treatement Plant) E-2
(22-005/ARPA)

PAYMENT FOR DELAYS
Consistent with Public Contract Code Section 7102, the Contractor will be compensated for damages incurred due to delays for which the City is responsible. The parties agree that determining Contractor’s exact delay damages are and will continue to be impracticable and extremely difficult to determine. As such, for each calendar day in excess of the time specified for completion of the work, as adjusted in accordance with Section 6-6 of the Special Provisions, the City shall pay to the Contractor agreed and negotiated amount as determined by City Engineer. Such amount shall constitute the only payment allowed for any City caused delays and shall necessarily include all overhead, all profits, all administrative costs, all bond costs, all labor, materials, equipment and rental costs and any other costs, expenses and fees incurred or sustained as a result of such delays.

TRAFFIC REQUIREMENTS
The Contractor’s attention is directed to Section SP-1-7.10 of the Standard Provisions for the traffic requirements. Unless otherwise specified, payment for furnishing all labor, materials, equipment, and incidental for providing and maintaining traffic control shall be considered as included in the lump sum bid items and no additional compensation will be made therefore. On residential streets at least one lane shall be made available to the public. The Contractor shall offer the least obstruction and inconvenience to public traffic and residential driveways in the construction area. Access to all driveways shall be available by 5:00 pm Monday through Friday.

PERMITS
The Contractor shall be solely responsible for obtaining and paying for any permits that may be required by outside agencies, including Business License for all subs.

STANDARD SPECIFICATIONS AND PLANS
The Standard Specifications of the City are contained in the 2021 Edition of the Standard Specifications for Public Works Construction, including any supplements, as written and promulgated by Public Works Standards, Inc. Copies of these Standard Specifications are available from the publisher, BNI Building News, 990 Park Center Drive, Suite E, Vista, California 92081; telephone: 760-734-1113.

EMERGENCY INFORMATION
The names, addresses, and telephone numbers of the Contractor and subcontractors, or their representatives, shall be filed with the Engineer and the County Sheriff’s Department or the City Police Department prior to beginning work.

ANTITRUST CLAIMS
The Contractor’s attention is directed to the following provisions of California Government Code, Sections 4552, 4553 and 4554, which shall be applicable to the Contractor and his or her Subcontractors:

In entering into a public works contract or a subcontract to supply goods, services, or materials pursuant to a public works contract, the 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. Sec. 15) or under the Cartwright Act (Chapter 2 (commencing with Section 16700) of Part 2 of Division 7 of the Business and Professions Code), arising from purchases of goods, services, or materials by the Contractor or Subcontractor pursuant to the public works contract or the subcontract. This assignment shall be made and become effective at the time the City tenders final payment to the Contractor, without further acknowledgement by the parties.

5.1.b
Packet Pg. 1590 Attachment: Bath Improvement Bid Documents (Award of Contract to Pacific Hydrotech Corporation for Bath Well Treatement Plant) E-3
(22-005/ARPA)
If the City receives, either through judgment or settlement, a monetary recovery for a cause of action assigned under this chapter, the assignor shall be entitled to receive reimbursement for actual legal costs incurred and may, upon demand, recover from the City any portion of the recovery, including treble damages, attributable to overcharges that were paid by the assigner but were not paid by the City as part of the bid price, less the expenses incurred in obtaining that portion of the recovery.

Upon demand in writing by the assignor, the assignee shall, within one year from such demand, reassign the cause of action assigned under this part if the assignor has been or may have been injured by the violation of law for which the cause of action arose and (a) the assignee has not been injured thereby, or (b) the assignee declines to file a court action for the cause of action.

GIS COMPATIBILITY
GIS Data Deliverable Requirements
Data Schema: Prior to creating GIS data, the vendor must obtain specific data schema requirements from the City.

Format: ArcGIS Geodatabase (preferred) or Shapefiles.

Horizontal Projection: NAD 1983 StatePlane California VI FIPS 0406 (US Feet) EPSG 2230.

Metadata: Description, summary, and tags are required for all GIS datasets.

Approval: City’s GIS team must review all GIS products prior to City’s acceptance.

Surveys: The City requires all CAD drawings and/or DWG files be delivered in a georeferenced format. The horizontal projection must the State Plane Coordinate System (CCS83, Zone 11) and the vertical datum must be NAVD88 datum. All survey points are the within ½ (one half) inch horizontal accuracy and 1-1/4 (one and one quarter) inch vertical accuracy. If site conditions preclude this level of accuracy, Contractor must contact the City prior to commencement of work.

General CAD Drawings: City requires all CAD drawings and/or DWG files to be delivered in a georeferenced format and in Engineering Scale (not Architectural Scale). The horizontal projection must be State Plane Coordinate System (CCS83, Zone 11) and the vertical datum must be NAVD88 datum. “As-built” or any design changes are to be recorded and reported to the City.

These changes must be reflected in post-production GIS products ArcGIS Online: If GIS deliverables are exchanged through ESRI’s ArcGIS Online platform, access to hosted layers or apps are to be made available to City’s GIS Coordinator. ArcGIS username fkhan_sanjacintoca.

PREVAILING WAGES
Any contract entered into pursuant to this notice will incorporate the provisions of the State Labor Code.

Pursuant to the provisions of the California Labor Code Section 1773.2, the minimum prevailing rate of per diem wages for each craft, classification, or type of worker needed to execute the Contract shall be those determined by the Director of Industrial Relations of the State of California, which are on file in the Public Works Department at City Hall and are available to any interested party on request. The Contractor shall have affirmative obligations to verify that all subcontractors are currently and validly registered with the Department of Industrial Relations and shall not permit a subcontractor of any tier to perform work on the project without first verifying the subcontractor’s registration. The Contractor shall

5.1.b
Packet Pg. 1591 Attachment: Bath Improvement Bid Documents (Award of Contract to Pacific Hydrotech Corporation for Bath Well Treatement Plant) E-4
(22-005/ARPA)
include the requirements of Labor Code sections 1725.5 and 1771.1 in its contract with subcontractors and ensure that all subcontractors are registered at the time of bid opening and maintain valid registration for the duration of the Project.

Pursuant to Labor Code section 1776, Contractor and all subcontractors shall maintain weekly certified payroll records, showing the names, addresses, Social Security numbers, work classifications, straight time and overtime hours worked each day and week, and the actual per diem wages paid to each journeyman, apprentice, worker, or other employee employed by them in connection with the Work under this Contract. 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. In accordance with Labor Code section 1771.4, the Contractor and each subcontractor shall furnish the certified payroll records directly to the Department of Industrial Relations on a weekly basis and in the format prescribed by the Department of Industrial Relations, which may include electronic submission. Contractor shall comply with all requirements and regulations from the Department of Industrial Relations relating to labor compliance monitoring and enforcement.

Any stop orders issued by the Department of Industrial Relations against Contractor or any subcontractor that affect Contractor’s performance of Work, including any delay, shall be Contractor’s sole responsibility. Any delay arising out of or resulting from such stop orders shall be considered Contractor caused delay subject to any applicable liquidated damages and shall not be compensable by the City.

Contractor shall defend, indemnify and hold the City, its officials, officers, employees and agents free and harmless from any claim or liability arising out of stop orders issued by the Department of Industrial Relations against Contractor or any subcontractor.

TRENCHING REQUIREMENTS
The Contractor shall comply with the following provisions of the Labor Code, to the extent applicable:

Labor Code Section 6705
No contract for public works involving an estimated expenditure in excess of twenty-five thousand dollars ($25,000), for the excavation of any trench or trenches five feet or more in depth, shall be awarded unless it contains a clause requiring submission by the contractor and acceptance by the awarding body or by a registered civil or structural engineer, employed by the awarding body, to whom authority to accept has been delegated, in advance of excavation, of 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 such trench or trenches. If such plan varies from the shoring system standards, the plan shall be prepared by a registered civil or structural engineer.

Nothing in this section shall be deemed to allow the use of a shoring, sloping, or protective system less effective than that required by the Construction Safety Orders.

Nothing in this section shall be construed to impose tort liability on the awarding body or any of its employees.

The terms “public works” and “awarding body”, as used in this section, shall have the same meaning as in Sections 1720 and 1722, respectively, of the Labor Code.

Labor Code Section 7104
Any public works contract of a local public entity which involves digging trenches or other excavations that extend deeper than four feet below the surface shall contain a clause which provides the following:
(a) That the contractor shall promptly, and before the following conditions are disturbed, notify the local public entity, in writing, of any:

5.1.b
Packet Pg. 1592 Attachment: Bath Improvement Bid Documents (Award of Contract to Pacific Hydrotech Corporation for Bath Well Treatement Plant) E-5
(22-005/ARPA)
(1) 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. (2) Subsurface or latent physical conditions at the site differing from those indicated by information about the site made available to bidders prior to the deadline for submitting bids. (3) Unknown physical conditions at the site of any unusual nature, different materially from those ordinarily encountered and generally recognized as inherent in work of the character provided for in the contract.
(b) That the local public entity shall promptly investigate the conditions, and if it finds that the conditions do materially so differ, or do involve hazardous waste, and cause a decrease or increase in the 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. (c) That, in the event that a dispute arises between the local public entity and the contractor 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. The 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 contracting parties.

PROVISIONS REQUIRED BY LAW DEEMED INSERTED
Each and every provision of law and clause required by law to be inserted in this contract shall be deemed to be inserted herein, and the contract shall be read and enforced as though it were included herein. If through mistake or otherwise any such provision is not inserted, or is not correctly inserted, then upon application of either party, the contract shall forthwith be physically amended to make such insertion or correction.

5.1.b
Packet Pg. 1593 Attachment: Bath Improvement Bid Documents (Award of Contract to Pacific Hydrotech Corporation for Bath Well Treatement Plant) GP-1
(22-005/ARPA)

GENERAL PROVISIONS
SECTION 1 - TERMS, DEFINITIONS, ABBREVIATIONS AND SYMBOLS 1-2 DEFINITIONS
AGENCY: City of San Jacinto
Board: City Council of the City of San Jacinto
Caltrans or Department: State of California, Department of Transportation County: Riverside
Director of Public Works Chief of Public Utilities
Engineer: The City Engineer of the City of San Jacinto and his properly authorized agents, such agent acting within the scope of the particular duties entrusted to them.

Laboratory: The laboratory to be designated by the Engineer to test materials and work involved in the contract.

Notice to Contractors: Notice Inviting Bids
Federal: United States of America
State: State of California
Contractor: The word Contractor is supplemented by adding thereto the following:

The term Contractor means the Contractor as defined
herein or his Authorized Representative.

SECTION 2 - SCOPE AND CONTROL OF THE WORK
2-1 AWARD AND EXECUTION OF CONTRACT
Within 10-working days after the date of the AGENCY’S Notice of Award, the Contractor shall execute and return the following Contract Documents to the AGENCY:

AGENCY’S Contract Agreement
Faithful Performance Bond
Labor and Material Bond
Comprehensive General Liability Insurance Certificate & Endorsements Auto Insurance Certificate & Endorsement
Worker’s Compensation Insurance Certificate
W-9 Form
City Business License issued by the AGENCY
Encroachment Permit issued by the AGENCY

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Failure to comply with the above will result in annulment of the award and forfeiture of the Proposal Guarantee.

The Contract Agreement shall not be considered binding upon the AGENCY until executed by the authorized AGENCY officials.

A corporation to which an award is made may be required, before the Contract Agreement is executed by the AGENCY, to furnish evidence of its corporate existence, of its right to enter into contracts in the State of California, and that the officers signing the Contract and bonds for the corporation have the authority to do so.
2-3 SUBCONTRACTS
2-3.1 General. The seventh paragraph of Subsection 2-3.1 of the Standard Specifications are hereby deleted and replaced with the following:

Prior to Award of Contract, the otherwise qualifying low bidder shall submit a list of all subcontractors intended to perform work on the project. This list shall include the name and location of the place of business each subcontractor who will perform work or labor or render service to the prime contractor in or about the construction of the work or improvement, or a subcontractor licensed by the State of California who, under subcontract to the prime contractor, specially fabricates and installs a portion of the work or improvement according to detailed drawings contained in the Plans and Specifications, in an amount in excess of one-half of one percent of the prime contractors total bid. The prime contractor shall provide a description by bid item number or otherwise fully designated the portion of work to be performed by each subcontractor. 2-4 CONTRACT BONDS
The Material and Labor Bond shall remain in force until 60 days after the date of recordation of the Notice of Completion.

The Contractor shall provide the following supplemental information for each bond as required herein.
a. Surety company or agency name providing bond.
b. Name of agent.
c. The business address of the surety company and/or agency and agent. d. The business telephone number of the surety company and/or agency and agent.

All sureties shall be admitted surety insurers authorized to do business in the State of California by the Insurance Commissioner. Should the City object to the sufficiency of the insurer or surety the Contractor shall immediately deliver to the City the following documents:
a. A copy of the “Certificate of Authority” of the Insurer or Surety issued by the Insurance Commissioner, which authorizes the Insurer or Surety to transact surety insurance in the State of California; or
b. A certificate from the Clerk of the County of Riverside that the “Certificate of Authority” of the Insurer or Surety has not been surrendered, revoked, canceled, annulled, or suspended or, in the event the “Certificate of Authority” of the

5.1.b
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Insurer or Surety has been suspended, that renewed authority has been granted.

Failure of Contractor to timely deliver these documents shall require the City to refrain from entering the agreement, as Contractor will be deemed to have failed to ensure the sufficiency of the Insurer or Surety to the satisfaction of the City, as required by the provisions of the Bond and Undertaking Law, Code of Civil Procedure 995.660. 2-5 PLANS AND SPECIFICATIONS
2-5.1 General. The Contractor shall maintain a control set of Plans and Specifications on the project site at all times. All final locations determined in the field, and any deviations from the Plans and Specifications, shall be marked in red on this control set to show the as-built conditions. Upon completion of all work, the Contractor shall return the control set to the Engineer. Final payment will not be made until this requirement is met.

Section 2 is hereby amended by adding thereto the following new Subsection 2-5.4 Examination of Contract Documents.
2-5.4 Examination of Contract Documents. The bidder shall examine carefully the entire site of the work, including but not restricted to the conditions and encumbrances related thereto, the Plans and Specifications, and the Proposal and Contract forms therefore. The submission of a bid shall be conclusive evidence that the bidder has investigated and is satisfied as to the conditions to be encountered, as to the character, quality, and scope of the work to be performed, the quantities of material to be furnished and as to the requirements of the proposal, Plans, Specifications, and the Contract. 2-9 SURVEYING
2-9.3 Survey Service. Subsection 2-9.4, Survey Service is amended by adding thereto the following:

The Contractor shall be responsible for providing survey service including, but not limited to, survey control, construction staking, and cut sheets, to complete the scope of work. 2-11 INSPECTION
Section 2-11 is amended by adding thereto the following:

City inspectors work from 7:00 a.m. until 5:00 p.m., Monday through Friday. Inspections outside these hours and may be available through appointments approved by City Engineer only, and inspector's time will be billed to the contractor at the rate of $150.00 per hour. This does not apply for work the plans specifically call out to take place outside of these hours.

SECTION 3 - CHANGES IN WORK
3-3 EXTRA WORK

3.3.1 Extra Work: Definition and Notice
When work is not covered by the Contract Unit Prices, Stipulated Unit Prices or is outside the scope of work on the Contract, such work shall be classified as Extra Work. Written notice of such Extra Work shall be provided by the Contractor to the Agency as follows:

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 If due to unknown subsurface or latent physical conditions, within seven (7) working days of the discovery of such Extra Work, or prior to the alterations of the conditions, whichever is earlier.
 If due to any reason, within seven (7) working days of the discovery of Extra Work.

Such written notice shall describe the Extra Work, shall specify when the Contractor became aware of the Extra Work and shall describe why the work qualifies as Extra Work. Such written notice shall be accompanied by all then-available information and documents supporting the Contractor’s position that the work qualifies as Extra Work. As updated or additional information becomes available to the Contractor, it shall provide such information to the Agency.

If Contractor believes a price adjustment is warranted due to Extra Work, then within twenty-one (21) days from providing the notice of Extra Work and prior to incurring any expense, Contractor shall submit a request for a change order. The change order request shall identify the amount of the adjustment and contain all supporting documentation for the proposed changes, including but not limited to data showing the hours worked, cost estimates, invoices, and schedules. If any added costs or information cannot be determined at the time of the change order request, Contractor shall identify the reason the costs or information cannot be determined. For any costs or information that cannot be determined at the time Contractor submits the change order request, Contractor shall submit to City notice of the costs or information and all supporting documentation within three (3) days of when the costs or information become subject to determination.

Failure by Contractor to provide timely notice and request where required by this article shall constitute a waiver by Contractor of the right to a price adjustment on account of such circumstances and a waiver of any right to further recourse or recovery by reason by means of the claims dispute resolution process or by any other legal process otherwise provided for under applicable laws.

If the request for Extra Work includes a request for an extension of time and/or a payment for delay, then Contractor shall comply with section 6-6. A request for an extension of time or payment for delay that is related to Extra Work must be made concurrently with the change order request for Extra Work or Contractor will be deemed to waive its right to any extension of time or payment for delay. 3-3.2 Payment.
3-3.2.1 General. Payment for extra work by cost plus a differential for labor, materials and equipment shall be considered payment under force account basis.

The labor, materials and equipment provided shall be subject to the approval of the Engineer and compensation will be determined as provided herein. 3-3.2.2 Basis of Establishing Costs.

Subsection 3-3.2.2(a) is hereby deleted and replaced with the following:
3-3.2.2.(a) Labor.

The Contractor will be paid the cost of labor for the workmen, used in the actual and direct performance of the work. No payment shall be

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made for any direct or indirect supervision by Contractor personnel.

Direct and indirect supervision shall be considered as included in the overhead and mark up and no additional compensation will be made therefor. The cost of labor, whether the employer is the Contractor, subcontractor or other forces will be the sum of the following:
3-3.2.2.(a).1 Actual Wages. The actual wages paid shall include any employer payments to or on behalf of the workmen for health and welfare, pension, vacation and similar purposes.
3-3.2.2.(a).2 Labor Surcharge. To the actual wages, as defined in Section 3-3.2.2.(a).1, will be added a labor surcharge set forth in the Department of Transportation publication entitled “Labor Surcharge and Equipment Rental Rates,” which is in effect on the date upon which the work is accomplished and which is a part of the contract. Said labor surcharge shall constitute full compensation for all payments imposed by State and Federal laws and for all other payments made to, or on behalf of, the workmen, other than actual wages as defined in Section 3-

3.2.2.(a).1 and subsistence and travel allowance as specified in Section 3-3.2.2.(a).3.
3-3.2.2.(a).3 Subsistence and Travel Allowance. The actual subsistence and travel allowance paid to such workmen.

The first sentence of Subsection 3-3.2.2(c) is hereby deleted and replaced with the following:

1. No payment will be made for the use of tools which
have a replacement value of $1,000 or less.
3-3.2.3 Markup.

The text of Subsection 3-3.2.3 is hereby deleted and replaced with the following:
(a) Work by Contractor. The following percentage shall be added to the Contractor’s costs and shall constitute the markup for all supervision and management (direct or indirect); home office and field overhead and all profits, which shall be deemed to include all items of expense not specifically designated as cost or equipment rental in Sections 3-3.2.2(a) and 3-3.2.2(b), “Materials,” and 3-3.2.2(c), “Equipment Rental.”
Labor 15
Materials 15
Equipment Rental 10
Other Items and Expenditures 10
To the sum of the costs and markups provided for in this subsection, a maximum of one percent (1%) for each adjusted bond shall be added as compensation for bonding upon proof of actual payment to the sureties.
(b) Work by Subcontractor. When all or any part of the extra work

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is performed by a subcontractor, the markup established in Subsection 3-3.2.3(a) shall be applied to the subcontractor’s actual cost of such work, to which a markup of 10 percent on the first $2,000 of the subcontracted portion of the extra work and a markup of 5 percent on work added in excess of $2,000 of the subcontracted portion of the extra work may be added by the Contractor.
3-6 NOTICE TO SURETIES
Section 3, Changes in Work, is hereby amended by adding the following new Subsection 3-6:

The Contractor shall notify his sureties and the carriers of the insurance furnished and maintained by him of any changes affecting the general scope of the work or change in the contract price, or time, or a combination thereof, and the amount of the applicable bonds and the coverage of the insurance shall be adjusted accordingly. The Contractor shall furnish proof of such adjustments to the owner.

SECTION 4 - CONTROL OF MATERIALS
4-1 MATERIALS AND WORKMANSHIP
4-1.1 General. The Contractor and all subcontractors, suppliers, and vendors, shall guarantee that the entire work will meet all requirements of this contract as to the quality of materials, equipment, and workmanship. The Contractor, at no cost to the AGENCY, shall make any repairs or replacements made necessary by defects in materials, equipment, or workmanship that become evident within one (1) years after the date of Final Completion and Acceptance. Within this 1-year period, the Contractor shall also restore to full compliance with requirements of this contract any portion of the work, which is found to not meet those requirements. The Contractor shall hold the AGENCY harmless from claims of any kind arising from damages due to said defects or noncompliance. The Contractor shall make all repairs, replacements, and restorations within 14 days after the date of the Engineer’s written notice.
4-1.4 Test of Materials. Except as elsewhere specified, the AGENCY will bear the cost of testing material and/or workmanship which meet or exceed the requirements indicated in the Standard Specifications and the Special Provisions. The cost of all other tests, including the retesting of material or workmanship that fails to pass the first test, shall be borne by the Contractor.
4-1.5 Certification. A Certificate of Compliance shall be furnished prior to the use of any materials for which these specifications or the special provisions require that such a certificate be furnished. In addition, when so authorized in these specifications or in the special provisions, the Engineer may permit the use of certain materials or assemblies prior to sampling and testing if accompanied by a Certificate of Compliance. The certificate shall be signed by the manufacturer of the material or the manufacturer of assembled materials and shall state that the materials involved comply in all respects with the requirements of the Specifications. A Certificate of Compliance shall be furnished with each lot of material delivered to the work and the lot so certified shall be clearly identified in the certificate.

All materials used on the basis of a Certificate of Compliance may be sampled and tested at any time. The fact that material is used on the basis of a Certificate of Compliance

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shall not relieve the Contractor of responsibility for incorporating material in the work which conforms to the requirements of the Plans and Specifications, and any such material not conforming to such requirements will be subject to rejection whether in place or not.

The AGENCY reserves the right to refuse to permit the use of material on the basis of Certificate of Compliance. The form of the Certificate of Compliance and its disposition shall be as directed by the Engineer.
4-1.6 Trade Names or Equals. Approval of equipment and materials offered as equivalents to those specified must be obtained prior to the opening of bids as set forth in the Instruction to Bidders.

SECTION 5 – UTILITIES
5-1 LOCATION.

The Contractor shall comply with the provisions of Section 4216 of the California Government Code, which requires the Contractor to contact Underground Service Alert of Southern California (USA) at 1(800) 422-4133 at least 2 working days but not more than 14 calendar days prior to performing any excavation or drilling. Caltrans is not a member of this regional notification center. The Contractor shall contact Caltrans for the location of Caltrans' substructures when working in or near Caltrans' right-of-way.

If practical, the Contractor shall delineate with white paint or other suitable markings any area to be excavated. If the Contractor determines that this is not practical because the markings may confuse or mislead motorists or for other reasons, it shall contact USA to advise the utility owners that the area to be excavated will be identified in another manner sufficient to enable the utility owner to determine the area of the excavation.

Where underground distribution conduits for water, gas, sewer, electric power, telephone, cable television, or other utilities are present, the Contractor, for the purpose of preparing a bid, shall assume that every property parcel will be served by a service connection for each type of utility.

The Agency may arrange for and conduct a preconstruction meeting between the Contractor, the Engineer, and the utility companies to discuss scheduling, coordination of any required utility relocations, and the protection of existing utilities. The Contractor shall attend any preconstruction meeting scheduled by the Agency and shall cooperate with all utility owners performing utility relocation or installation work on the Work site.

Where water lines exist, at each angle point, cross connection and "T" connection, the Contractor, for bidding purposes, shall assume the existence of a concrete thrust block located such as to resolve thrust loads. Any and all costs resulting from the existence of a thrust block, including costs for its removal and restoration, if required, shall be deemed as being included in the prices bid for the various items of work.

The Contractor shall determine the location and depth of all utilities, including service connections, which have been marked by the respective utility owner and which may affect or be affected by its operations prior to the start of any mainline or lateral trench construction. Any utility found to be mis-marked (not within 2') as indicated) must be located by the utility owner.

The Engineer may, at his discretion, require one or more exploratory excavations to be dug prior to any trenching to be performed, or in advance of other construction operations to confirm the location of utilities. Exploratory excavations ordered by the Engineer shall be paid for at the unit bid price for additional pothole, including backfilling and restoration of pavement or concrete.

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The commencement of exploratory excavations for storm drain and sewer construction shall be in accordance with Section 6-1, as amended.

The Contractor shall determine the location of all subsurface installations, except for nonpressurized sewer lines and storm drains by excavating with hand tools within the approximate area of subsurface installations as determined by the field markings provided by the utility owners before using any power-operated or power-driven excavation or boring equipment within the approximate location of the subsurface installation. However, power-operated or powerdriven excavating or boring equipment may be used for the removal of any existing pavement if there are no subsurface installations contained in the pavement. If mutually agreed to by the utility owner and the Contractor, the Contractor may utilize power-operated or power-driven excavating or boring equipment within the approximate location of a subsurface installation and to any depth. After the utility has been located, its position shall be recorded by the Contractor.

The hole shall then be backfilled and any pavement or concrete removed shall be restored in accordance with Subsection 306-1.3, as amended and Subsection 306-1.5, as amended. The Contractor shall submit copies of the recorded utility information to the Engineer.

If no pay item is specifically provided in the Contract of bid items for utility location work, full compensation for such work shall be considered as included in the prices bid for other items of work.
5-4 RELOCATION
The second sentence of the last paragraph of Subsection 5-4 of the Standard Specifications is hereby deleted and replaced with the following:

When not otherwise required by the Plans and Specifications and when directed by the Engineer, the Contractor shall arrange for the relocation of service connections, as necessary, between the meter and property line, or between the meter and limits of construction. 5-5 DELAYS
The second paragraph of Subsection 5-5 is hereby deleted and replaced with the following:

The Contractor will not be entitled to damages or additional payment for delays attributable to utility relocations or alterations if correctly located, noted and completed in accordance with Subsection 5-1. The Contractor shall ascertain further detailed information to coordinate his work to this effect.

All notification of utility companies shall be by the Engineer based on Contractor’s request as submitted to the Engineer at least 24 hours in advance of the needed work. Any costs for delay of the Contractor of utility companies in this regard shall be assigned to the Contractor, if these costs are a result of the Contractor’s request being untimely in any respect, except for the utility company not responding at their agreed time.

SECTION 6 - PROSECUTION, PROGRESS, AND ACCEPTANCE OF THE WORK 6-1 CONSTRUCTION SCHEDULE AND COMMENCEMENT OF WORK
The Contractor’s proposed construction schedule and traffic control plans shall be submitted to the Engineer within 10-working days after the date of the AGENCY’S execution of the Contract Agreement. The schedule shall be supported by written statements from each supplier of materials or equipment indicating that all orders have been placed and acknowledged and setting forth the dates that each item will be delivered.

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The construction schedule shall use computerized Critical Path Method (CPM) scheduling and shall submit it for the City’s review. 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 allow enough time for inclement weather. The schedule shall clearly identify all staffing and other resources which in the Contractor’s judgment are needed to complete the Work within the Contract Time. The schedule shall clearly state the number of staff to be used on each daily segment of the Work. Schedules indicating early or late completion shall not modify or have any effect on the Contract Time, regardless of whether the schedules are reviewed and/or accepted by the City. For purposes of determining liquidated damages or payments for delay (reverse liquidated damages), the Contract Time shall control and may only be altered by a duly authorized change order.

Prior to issuing the Notice to Proceed with the Work, the Engineer will schedule a preconstruction meeting with the Contractor to review the proposed construction schedule and delivery dates, arrange utility coordination, discuss construction methods, and clarify inspection procedures.

The Contractor shall submit progress reports to the Engineer by the 10th day of each month.

The report shall include an updated Construction Schedule. Any deviations from the original schedule shall be explained. Progress payments will be withheld pending receipt of any outstanding reports. Failure to submit the updated progress report may result in the withholding of ten percent (10%) of the progress payment.

The receipt, review, or acceptance of any schedules by the City shall not in any way relieve the Contractor of its obligations under the Contract Documents, nor shall it modify the Contract Time.

The Contractor is fully responsible to determine and provide for any and all staffing and resources at levels which allow for the required quality and timely completion of the Work. Contractor’s failure to incorporate all elements of Work or any inaccuracy in the schedule shall not excuse the Contractor from performing all of the required Work within the Contract Time. 6-6 DELAYS AND EXTENSIONS OF TIME
6-6.4 Written Notice and Report. The first sentence of Subsection 6-6.4 is hereby deleted and replaced with the following:

If the Contractor desires payment for a delay as specified in Subsection 6-6.3 of the Standard Specifications, he shall notify the Engineer, in writing, within 7 days of beginning of the delay. If the Contractor desires an extension of time as specified in Subsection 6-6.2 of the Standards Specifications, he shall notify the Engineer, in writing, within 7 days of beginning of the delay. Such notice shall specify the nature of the delay, cause, and the conditions which set the beginning time for the delay.

If the Contractor desires an extension of time or payment for a delay, or both, then within twenty-one (21) days from providing the notice of delay Contractor shall submit a change order request for an adjustment to the price and/or time. The change order Request shall identify the amount of the adjustment to the price or the time, or both, and shall contain all supporting documentation for the proposed changes, including but not limited to a time impact analysis showing the impact of the underlying facts and circumstances to the critical path. City may request, and Contractor shall provide, any additional information supporting the change order request, including but not limited to native electronic format version of schedules and time impact analyses. If any added costs or information cannot be determined at the time of the change order request, Contractor shall identify the reason the costs or information cannot be determined. For any costs or information that cannot be determined at the time Contractor submits the

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change order request, Contractor shall submit to City notice of the costs or information and all supporting documentation within three (3) days of when the costs or information become subject to determination.

Requests for an extension of time or payment for a delay must be made concurrently with any request for a change order related to Extra Work.

Requests for additional adjustments to time are after a change order request for payment for Extra Work is submitted will be invalid, and Contractor will be deemed to have waived the right to a time extension or payment for delay.

Failure by Contractor to provide timely notice and request where required by this article shall constitute a waiver by contractor of the right to an extension of time or payment for a delay, and shall constitute a waiver of any right to further recourse or recovery by means of the claims dispute resolution process or by any other legal process otherwise provided for under applicable laws.
6-7 TIME OF COMPLETION
6-7.1 General. The time for completion shall be as noted in the General Specifications.

The contract time will continue to run until all contract and punch list work are completed.
6-7.2 Working Day. The Contractor’s activities shall be 24 hours per day, Monday through Friday, excluding holidays. Days designated as holidays by the AGENCY include:

Memorial Day; Independence Day; Labor Day; Columbus Day; Veteran’s Day; Thanksgiving Day; Day After Thanksgiving; Christmas Eve; Christmas Day; New Years’ Eve; New Years’ Day; Martin Luther King Day; and Presidents’ Day. No work shall take place within residential districts on Thanksgiving week and Christmas week.

Deviation from these hours will not be permitted without the prior consent of the City, except in emergencies involving immediate hazard to persons or property. In the event of either a requested or emergency deviation, inspection service fees will be charged against the Contractor. The service fees will be calculated at overtime rates, including benefits, overhead, and travel time. The service fees will be deducted from any amounts due the Contractor.
6-9 LIQUIDATED DAMAGES
The liquidated damages value and is hereby amended to be the amount set forth in the General Specifications. The amount for payment of agency-caused delays (reverse liquidated damages) shall be the amount set forth in the General Specifications.

SECTION 7 - RESPONSIBILITIES OF THE CONTRACTOR
7-1 CONTRACTOR’S EQUIPMENT AND FACILITIES
A noise level limit of 86 dB at a distance of 50 feet shall apply to all construction equipment on or related to the job whether owned by the Contractor or not. The use of excessively loud warning signals shall be avoided, except in those cases required for the protection of personnel.

The staging location(s) for equipment and material shall be subject to the approval of the Engineer or City. No additional cost will be allowed in the event that the Contractor is requested to move his staging area to a different location, regardless of the number of moves. Contractor

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shall be solely responsible for obtaining and/or paying for any staging area(s) outside of the public right-of-way.
7-2 LABOR
7-2.2 Laws. The Contractor, and all subcontractors, suppliers and vendors, shall comply with all AGENCY, State and Federal orders regarding affirmative action to ensure equal employment opportunities and fair employment practices. Failure to file any report due under said orders will result in suspension of periodic progress payments.

The Contractor shall ensure unlimited access to the job site for all equal employment opportunity compliance officers.
7-3 LIABILITY INSURANCE
The first four paragraphs of Section 7-3 are amended to read as follows:

Contractor shall provide the types and amounts of insurance required in the Instructions to Bidders, which shall conform to the following requirements:

PROOF OF INSURANCE. Contractor shall provide certificates of insurance to City as evidence of the insurance coverage required herein, along with a waiver of subrogation endorsement for workers’ compensation. Insurance certificates and endorsements must be approved by City’s risk manager prior to commencement of performance. Current certification of insurance shall be kept on file with City at all times during the term of this contract. City reserves the right to require complete, certified copies of all required insurance policies, at any time.

DURATION OF COVERAGE. Contractor shall procure and maintain for the duration of the contract insurance against claims for injuries to persons or damages to property, which may arise from or in connection with the performance of the Work hereunder by Contractor, his agents, representatives, employees or subcontractors. Contractor must maintain general liability and umbrella or excess liability insurance for as long as there is a statutory exposure to completed operations claims. City and its officers, officials, employees, and agents shall continue as additional insureds under such policies.

PRIMARY/NONCONTRIBUTING. Coverage provided by Contractor shall be primary and any insurance or self-insurance procured or maintained by City shall not be required to contribute with it. The limits of insurance required herein may be satisfied by a combination of primary and umbrella or excess insurance. Any umbrella or excess insurance shall contain or be endorsed to contain a provision that such coverage shall also apply on a primary and non-contributory basis for the benefit of City before the City’s own insurance or self-insurance shall be called upon to protect it as a named insured.

CITY’S RIGHTS OF ENFORCEMENT. In the event any policy of insurance required under this Agreement does not comply with these requirements or is canceled and not replaced, City has the right but not the duty to obtain the insurance it deems necessary and any premium paid by City will be promptly reimbursed by Contractor or City will withhold amounts sufficient to pay premium from Contractor payments. In the alternative, City may cancel this Agreement.

ACCEPTABLE INSURERS. All insurance policies shall be issued by an insurance company currently authorized by the Insurance Commissioner to transact business of insurance or is on the List of Approved Surplus Line Insurers in the State of California, with an assigned policyholders’ Rating of A- (or higher) and Financial Size Category Class VII (or larger) in accordance with the latest edition of Best’s Key Rating Guide, unless otherwise approved by the City’s risk manager.

WAIVER OF SUBROGATION. All insurance coverage maintained or procured pursuant to this

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agreement shall be endorsed to waive subrogation against City, its elected or appointed officers, agents, officials, employees and volunteers or shall specifically allow Contractor or others providing insurance evidence in compliance with these specifications to waive their right of recovery prior to a loss. Contractor hereby waives its own right of recovery against City and shall require similar written express waivers and insurance clauses from each of its subcontractors.

ENFORCEMENT OF CONTRACT PROVISIONS (NON-ESTOPPEL). Contractor acknowledges and agrees that any actual or alleged failure on the part of the City to inform Contractor of noncompliance with any requirement imposes no additional obligations on the City nor does it waive any rights hereunder.

REQUIREMENTS NOT LIMITING. Requirements of specific coverage features or limits contained in this Section are not intended as a limitation on coverage, limits or other requirements, or a waiver of any coverage normally provided by any insurance. Specific reference to a given coverage feature is for purposes of clarification only as it pertains to a given issue and is not intended by any party or insured to be all inclusive, or to the exclusion of other coverage, or a waiver of any type. If the Contractor maintains higher limits than the minimums shown above, the City requires and shall be entitled to coverage for the higher limits maintained by the Contractor. Any available insurance proceeds in excess of the specified minimum limits of insurance and coverage shall be available to the City.

NOTICE OF CANCELLATION. Contractor agrees to oblige its insurance agent or broker and insurers to provide to City with a thirty (30) day notice of cancellation (except for nonpayment for which a ten (10) day notice is required) or nonrenewal of coverage for each required coverage.

ADDITIONAL INSURED STATUS. General liability policies shall provide or be endorsed to provide that City and its officers, officials, employees, agents, and volunteers shall be additional insureds under such policies. This provision shall also apply to any excess/umbrella liability policies.

PROHIBITION OF UNDISCLOSED COVERAGE LIMITATIONS. None of the coverages required herein will be in compliance with these requirements if they include any limiting endorsement of any kind that has not been first submitted to City and approved of in writing.

SEPARATION OF INSUREDS. A severability of interests provision must apply for all additional insureds ensuring that Contractor’s insurance shall apply separately to each insured against whom claim is made or suit is brought, except with respect to the insurer’s limits of liability. The policy(ies) shall not contain any cross-liability exclusions.

PASS THROUGH CLAUSE. Contractor shall require and verify that all subcontractors maintain insurance meeting all the requirements stated herein, and Contractor shall ensure that City is an additional insured on insurance required from subcontractors.

AGENCY’S RIGHT TO REVISE REQUIREMENTS. The City reserves the right at any time during the term of the contract to change the amounts and types of insurance required by giving the Contractor a ninety (90) day advance written notice of such change. If such change results in substantial additional cost to the Contractor, the City and Contractor may renegotiate Contractor’s compensation.

SELF-INSURED RETENTIONS. Any self-insured retentions must be declared to and approved by City. City reserves the right to require that self-insured retentions be eliminated, lowered, or replaced by a deductible. Self-insurance will not be considered to comply with these specifications unless approved by City.

TIMELY NOTICE OF CLAIMS. Contractor shall give City prompt and timely notice of claims made or suits instituted that arise out of or result from Contractor’s performance under this Agreement,

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and that involve or may involve coverage under any of the required liability policies.

ADDITIONAL INSURANCE. Contractor shall also procure and maintain, at its own cost and expense, any additional kinds of insurance, which in its own judgment may be necessary for its proper protection and prosecution of the Work.
7-5 PERMITS
The text of Subsections 7-5 of the Standard Specifications is hereby deleted and replaced with the following:

Prior to the start of any work, the Contractor shall take out the applicable AGENCY permits and make arrangements for AGENCY inspections. The AGENCY will issue the permits at no charge to the Contractor. The Contractor shall be responsible for obtaining and paying for any outside agency permits. The Contractor and all subcontractors shall be licensed in accordance with State Business and Professions Code. The Contractor shall also obtain any and all other permits, licenses, inspections, certificates, or authorizations required by any governing body or entity.

The Contractor shall pay all cost incurred by the permit and license requirements. 7-9 PROTECTION AND RESTORATION OF EXISTING IMPROVEMENTS The second paragraph of Subsection 7-9 of the Standard Specifications is hereby deleted and replaced with the following:

The Contractor shall relocate, repair, replace, or re-establish all existing improvements within the project limits which are not designated for removal (e.g., curbs, sidewalks, driveways, fences, walls, sprinkler systems, signs, utility installations, pavements, structures, etc.) which are damaged or removed as a result of his operations or as required by the Plans and Specifications.

Where existing traffic striping, pavement markings, and curb markings are damaged, or their reflectivity reduced by the Contractor’s operations, such striping or markings shall also be considered as existing improvements and the Contractor shall repaint or replace such improvements. Relocations, repairs, replacements, or re-establishments shall be at least equal to the existing improvements and shall match such improvements in finish and dimensions unless otherwise specified.

PROTECTION OF EXISTING TREES (PUBLIC AND PRIVATE). The Contractor shall be responsible for the construction work within the confines of the existing trees and shall provide all measures necessary to protect the trees. Subject to the approval of the Engineer, the Contractor may perform limited trimming/pruning/raising of trees in accordance with ANSI standards and/or industry practices and without any impacts to the trees. The raising or trimming of any tree shall be limited to a maximum height of ten (10) feet or less. If after the trimming, trees are still impacting Contractor’s work, Contractor must still accomplish the work and no additional compensation shall be paid. The Contractor shall notify the City five (5) working days in advance for any tree work. All tree work must be performed by a licensed tree contractor.

Tree roots within the construction area shall be treated as if they were underground utilities and the Contractor shall be responsible for potholing the roots. The Contractor shall notify the City five (5) working days in advance for the City’s arborist to determine whether the roots are to be protected or removed. The Contractor shall be responsible for providing all measures necessary to protect roots that are to remain.

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All work necessary to protect the existing trees shall be considered as included in the various bid items and no additional compensation will be made therefore.

FOR TREE DAMAGES CAUSED BY THE CONTRACTOR’S OPERATIONS, THE CONTRACTOR SHALL PAY TO THE CITY, OR HAVE WITHHELD FROM MONIES DUE: (I) THE EQUIVALENT VALUE OF THE EXISTING TREE, AS DETERMINED BY THE CITY’S ARBORIST AND (II) ALL COSTS TO REMOVE AND REPLACE THE TREE.

Should there be other provisions in the Contract documents regarding the protection of trees that conflict with these provisions, then the most restrictive of the provisions shall apply.

FIRE PROTECTION. In the event that access will be blocked completely during construction and that the staging of a fire engine, as determined by the Engineer, is necessary to maintain fire protection, the Contractor shall provide 72-hour advance written notice for coordination with the Fire Department. The Contractor shall allow a one-hour window for the arrival of the fire engine.

If there is a delay in the arrival of the fire engine, the Contractor will be granted an extension of time, but no additional compensation will be made therefor. At the end of each day, the Contractor shall provide written notice of whether the fire engine will be required for the next day.

The Contractor shall provide one person solely dedicated to guarding the fire engine for the duration of the construction. The cost of providing this service shall be considered as included in the various bid items and no additional compensation will be made therefor.

The last paragraph of Subsection 7-9 of the Standard Specifications is hereby deleted and replaced with the following:

All costs to the Contractor for protecting, removing, restoring, relocating, repairing, replacing, or re-establishing existing improvements including tree and fire protection shall be considered as included in the various bid items and no additional compensation will be made therefor. 7-10 PUBLIC CONVENIENCE AND SAFETY
7-10.1 Traffic and Access. Subsection 7-10.1 of the Standard Specifications is amended by adding thereto the following:

The Contractor shall notify the occupants of all affected properties at least 48 hours prior to any temporary obstruction of access. Vehicular access to property line shall be maintained, except as required for construction for a reasonable period of time. No overnight closure of any driveway will be allowed, except as permitted by the Engineer.

For residential streets at least one 12-foot wide traffic lane shall be provided, except as permitted by the Engineer. The traffic lanes shall be maintained on pavement and shall remain unobstructed.

Clearances from traffic lanes shall be 5 feet to the edge of any excavation and 2 feet to the face of any curb, pole, barricade, delineator, or other vertical obstruction.

One 4-foot wide paved pedestrian walkway shall be maintained in the parkway area on one side of the street. The clearance from the pedestrian walkway to any traffic lane shall be 5 feet unless an approved barrier is provided. 7-10.3 Street Closures, Detours, Barricades. Subsection 7-10.3 of the Standard Specifications is amended by adding thereto the following:

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City of San Jacinto TRAFFIC CONTROL REQUIREMENTS, hereby referenced and made a part of these Contract Documents.

Street closures will not be allowed, except as specifically permitted by the Engineer.

A minimum of two (2) weeks prior to start of work, the Contractor shall submit traffic control and detour plans signed and stamped by a Traffic Engineer as directed by the Engineer to the Engineer for review. The Notice to Proceed will not be issued until a satisfactory Traffic Control Plan is received by the Engineer.

Lane transitions shall conform to the Caltrans Traffic Manual, Section 5-08.4, “Transition Area.”
Temporary traffic channelization shall be accomplished with barricades or delineators.

Temporary striping will not be allowed unless specifically permitted by the Engineer. The Contractor shall prepare any plans that may be required for temporary striping to the satisfaction of the Engineer. In no event will temporary striping be allowed on finished pavement surfaces which are to remain.

The Contractor shall schedule an employee to police the temporary delineators and barricades within the travel way during weekday, non-working hours and over Saturdays, Sundays, and holidays. Any corrective work required to be done by AGENCY forces shall be back charged to the Contractor based on the actual costs, plus any AGENCY overhead and withheld from the final payment.

Unless otherwise specified, all costs associated with the requirements of this Section shall be considered as included in the various bid items and no additional costs will be made therefor.
7-10.5 Protection of the Public. Subsection 7-10.5 is hereby added to Section 7 of the Standard Specifications as follows:

It is part of the service required of the Contractor to make whatever provisions are necessary to protect the public. The Contractor shall use foresight and shall take such steps and precautions as his operations warrant to protect the public from danger, loss of life or loss of property, which would result from interruption or contamination of public water supply, interruption of other public service, or from the failure of partly completed work or partially removed facilities. Unusual conditions may arise on the work which will require that immediate and unusual provisions be made to protect the public from danger or loss, or damage to life and property, due directly or indirectly to prosecution of work under this contract.

Whenever, in the opinion of the Engineer, an emergency exists against which the Contractor has not taken sufficient precaution for the public safety, protection of utilities and protection of adjacent structures or property, which may be damaged by the Contractor’s operations and when, in the opinion of the Engineer, immediate action shall be considered necessary in order to protect the public or property due to the Contractor’s operations under this Contract, the Engineer will order the Contractor to provide a remedy for the unsafe condition. If the Contractor fails to act on the situation within a reasonable time period, the Engineer may provide suitable protection to said interests by causing such work to be done and material to be furnished as, in the opinion of the Engineer, may seem reasonable and necessary.

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The cost and expense of said labor and material, together with the cost and expense of such repairs as are deemed necessary, shall be borne by the Contractor. All expenses incurred by the AGENCY for emergency repairs will be deducted from the progress payments and the final payment due to the Contractor. However, if the AGENCY does not take such remedial measures, the Contractor is not relieved of the full responsibility for public safety.
7-10.6 Record Drawings. The Contractor shall maintain at the job site a set of Plans and Specifications available at all times for inspection by the Agency, exclusively, and so marked for recording all changes in the work. The Contractor shall be responsible for seeing that any and all changes are recorded on this set each day. The Contractor shall submit the updated record drawings to the Engineer for review by the 25th day of each month. Failure to update the record drawings may result in the withholding of ten percent (10%) of the progress payment.
7-10.7 Superintendence. The Contractor shall assign and designate a project superintendent responsible for the project who will be on the site full time and will be in charge of all subcontract work being supplied. No change in the project superintendent shall be allowed without obtaining written authorization from the City. Failure to comply with this provision may be grounds for the issuance of a “STOP WORK” order by the City at the sole expense of the Contractor. Additionally, failure to have the appropriate superintendent on the site will result in damages being sustained by the City.

Such damages are, and will continue to be, impracticable and extremely difficult to determine. For each day such superintendent is not on the site, the Contractor shall pay the City, or have withheld from monies due it, the sum of $1,000. Execution of the Contract shall constitute agreement by the City and Contractor the $1,000 per day is the minimum value of the costs and actual damage caused by the failure of the Contractor to have the superintendent on site. Such sum is liquidated damages and shall not be construed as a penalty and may be deducted from payment due the Contractor if such absence occurs.

The Agency shall have sole discretion in the approval and /or removal of the Contractor’s personnel including, but not limited to, project manager, superintendent, and foreman. 7-10.8 Noise Abatement. The Contractor shall conform to the regulations set in the City of San Jacinto Municipal Code. All equipment used in the project must be the quietest available for this type of work, said equipment shall not exceed 90 dB measured at an unobstructed distance of 25 feet unless a permit and variance has been obtained from the Agency.
7-10.9 Cleanup and Dust Control. Throughout all phases of construction, including suspension of work, and until final acceptance of the project, the Contractor shall keep the work site clean and free from rubbish and debris. The Contractor shall also abate dust nuisance by cleaning and sweeping, or other means, as necessary.

Materials and equipment shall be removed from the site as soon as they are no longer necessary; and upon completion of the work and before final inspection, the entire worksite shall be cleared of equipment, unused materials, and rubbish so as to present a satisfactory clean and neat appearance. All cleanup costs shall be included in the Contractor's bid items.

Earth dams will not be permitted at catch basin openings, local depressions, or elsewhere, except in time of emergency. Temporary dams of sandbags, asphaltic

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concrete, or other acceptable material may be permitted when necessary to protect the work, provided their use does not create a hazard or nuisance to the public. Such dams shall be removed from the site as soon as their use is no longer necessary.

Failure of the Contractor to comply with the Engineer's cleanup orders may result in an order to suspend work until the condition is corrected. No additional compensation or extension of contract completion time will be allowed as a result of such suspension.

After completion of all other work on the project, and before making application for acceptance of the work, the Contractor shall clean the site of their operations, including all areas under the control of the City that have been used by the Contractor in connection with the work on the project, and shall remove all debris, surplus material, and equipment of whatever nature, unless otherwise approved by the City. Final acceptance of the work by the City will be withheld until the Contractor has satisfactorily complied with the foregoing requirements for final cleanup of the project site. 7-10.10 Water for Construction. The Contractor shall obtain any water necessary for construction at its own expense. The Contractor shall contact the water company for point(s) of connection and provide facilities for conveying the water from source designated by the water Company to points of use, as well as an eddy valve for each fire hydrant that is used as a water source. Deposit for each eddy valve shall be at the Contractor’s expense.
7-10.11 Survey Work and Preservation of Survey Monuments. The Contractor shall be responsible for the protection and preservation of existing, permanent survey monuments and benchmarks during construction. Damaged or lost monuments and bench marks shall be restored to existing condition by a Registered Civil Engineer or a Land Surveyor licensed by the State of California at no increase in cost to the City.

The Contractor, at its own expense, shall employ a qualified surveyor to perform all survey work required for the completion of the project as specified in the Plans and these Specifications, comply with the requirements as Section 8771 of the Land Surveyors Act as amended and submit the documents from the County Surveyor as proof of compliance to the City of San Jacinto.
7-10.12 Construction Waste Disposal Container. A waste disposal container shall be provided by the Contractor at the construction site for the duration of the construction. 7-10.13 Clean Water Act Compliance. The Contractor shall be responsible for complying with all regulations of the Clean Water Act, including those associated with the National Pollutant Elimination Discharge System Permit. The Contractor shall comply with the regulations set forth in the City of San Jacinto Municipal Code, and any other State and Federal programs targeted at preventing and eliminating storm water and urban runoff pollution and shall abide to those regulations throughout all phases of the project. 7-10.14 Demolition/Construction Waste Management Reports. The Contractor shall fill out and submit a demolition/construction Solid Waste Management and Recycling Plan (SWMRP-01) to the Engineer prior to removing any waste and other materials from job sites. If any material will be reused on site, the Contractor shall indicate the material and estimated quantity (in yards and/or tons).
7-10.15 Public Notice. The Contractor shall notify the residents, businesses and schools affected by construction in writing not less than seven (7) days in advance of commencement of construction or storage of material upon the streets. The notice shall

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include but not be limited to:

A. The time and date of commencement.

B. A copy of the proposed construction schedule
C. Date of completion
D. Contact information for Contractor’s representative
In addition to the above, the Contractor shall notify all affected parties if work is to begin on new portions of the project as work proceeds, especially if the work involves changes to the traffic control system. A copy of this notification shall be approved by the City Engineer prior to its distribution.

The Contractor shall place “No Parking Anytime” signs 48 hours prior to construction at locations approved by the Engineer, said signs shall be of the size and type specified by the Engineer. The Contractor is also responsible for notifying all affected businesses and residents of his scheduled work.

Personal vehicles of the contractor’s employees shall not be parked on the traveled way at any time, including any section closed to public traffic. When entering or leaving roadways carrying public traffic, the contractor’s equipment, whether empty or loaded, shall in all cases yield to public traffic.

The following entities shall be notified at least seventy-two (72) hours in advance of any street closure or restriction to access by the contractor.

Southern California Edison Company
Southern California Gas Company
Eastern Municipal Water District
Frontier
Spectrum
Sunesys
The local Police and Fire Departments, RTA Bus Service, local schools, CR&R Waste Management, and local post office shall also be notified. The contractor will provide evidence of notification to these agencies by completing the City of San Jacinto standard road/lane closure form.

SECTION 8 - FACILITIES FOR AGENCY PERSONNEL
No field offices for AGENCY personnel shall be required; however, the AGENCY personnel shall have the right to enter upon the project at all times and shall be admitted to the offices of the Contractor if so provided by the Contractor for his own personnel.

SECTION 9 - MEASUREMENT AND PAYMENT
9-3 PAYMENT
9-3.1 General. Subsection 9-3 of the Standard Specifications is amended by adding thereto the following:

The total bid amount shall include all work as provided in the Contract Documents. Any work not specifically identified in the Bid Schedule but included in any portion of the Contract Document or Plans and Specifications

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shall be considered as included in the various bid items and no additional compensation will be made therefor.
9-3.2 Partial and Final Payment. The text of Subsection 9-3.2 of the Standard Specifications is hereby deleted and replaced with the following:

The closure date for the purpose of making partial progress payments will be the last day of each month. The Contractor shall prepare the approximate measurement of the work performed through the closure date and submit it to the AGENCY for approval by the 7th day of the following month.

When the work is complete, the Engineer will determine the final quantities of the work performed and prepare the final progress payment report. The work is considered to be complete and ready for acceptance by the City when all the contract and punchlist work are completed.

Payments are commonly authorized and made within 30 days following the 10th day of the month in which the submitted invoice is approved by the Engineer. However, payments will be withheld pending receipt of any outstanding reports required by the Contract Documents. In addition, the final progress payment will not be released until the Contractor returns the control set of Plans and Specifications showing the as-built conditions.

A full five percent (5%) retention will be deducted from all progress payments. An additional ten percent (10%) for each of the following items may be deducted: failure to submit (i) an updated progress report or (ii) a monthly asbuilt mark-up, per Sections 6-1 and 7-10.6 of these Special Provisions. The final retention will be authorized for final payment no later than 60 days after the date of recordation of the Notice of Completion.

The Contractor, however, may receive interest on the retained amount, or receive the retained amount itself so long as the securities equivalent to the retained amounts are substituted with escrow holder approved by the AGENCY.

At the request and expense of the Contractor, retained amounts or securities equivalent to the retained amounts may be deposited with the State Treasurer or a State or Federally chartered bank approved by the AGENCY as the escrow agent, who shall return such monies or securities to the Contractor upon satisfactory completion of the contract.

Securities eligible for investment shall include those listed in Section 16430 of the State Government Code or bank or savings and loan certificates of deposit, interest bearing demand deposit accounts, and standby letters of credit.

Any escrow agreement entered into shall be substantially similar to the form “Escrow Agreement for Security Deposits” in lieu of retention as contained in Section 4590 of Chapter 13 of Division 5 Title 1 of the Government Code. 9-3.3 Delivered Materials. Materials and equipment delivered but not incorporated into the work will not be included in the estimate for progress partial payment.

Section 10 is added to the Standard Specifications as follows:

SECTION 10 – CLAIM RESOLUTION PROCESS

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Effective January 1, 1991, Section 20104 et seq., of the California Public Contract Code prescribes a process utilizing informal conferences, non-binding judicial supervised mediation, and judicial arbitration to resolve disputes on construction claims of $375,000 or less. Effective January 1, 2017, Section 9204 of the Public Contract Code prescribes a process for negotiation and mediation to resolve disputes on construction claims. The intent of this Section is to implement Sections 20104 et seq. and Section 9204 of the California Public Contract Code. This Section shall be construed to be consistent with said statutes.

For purposes of these procedures, “Claim” means a separate demand by the Contractor, after the City has denied Contractor’s timely and duly made request payment for extra work and/or a time extension in accordance with the General Provisions (see sections 3-3 and 6-6), for (A) a time extension, (B) payment of money or damages arising from work done by or on behalf of the Contractor pursuant to the Contract for a public work and payment of which is not otherwise entitled to, or (C) an amount the payment of which is disputed by the City.

The following requirements apply to all contracts entered into after January 1, 1991, and all claims to which this section applies:
10-1 PREREQUISITES
Contractor shall timely comply with all notices and requests for Extra Work and extensions of time, including but not limited to all requirements of Section 3-3 and Section 6-6, as a prerequisite to filing any claim governed by this section. The failure to timely submit a notice or request payment for Extra Work or an extension of time, or to timely provide any other notice or request required by the Contract Documents shall constitute a waiver of the right to these procedures. 10-2 CLAIM SUBMITTAL
The claim shall be in writing and include the documents necessary to substantiate the claim. Claims governed by this procedure must be filed on or before the date of final payment. Nothing in this section is intended to extend the time limit or supersede notice requirements otherwise provided by contract for the filing of claims, including all requirements pertaining to compensation or payment for extra work, disputed work, and/or changed conditions. Failure to follow such contractual requirements shall bar any claims or subsequent lawsuits for compensation or payment thereon. 10-3 SUPPORTING DOCUMENTATION
The Contractor shall submit all claims in the following format:
(1) Summary of claim merit and price, reference Contract Document provisions pursuant to which the claim is made
(2) List of documents relating to claim: (a) Specifications, (b) Drawings, (c) Clarifications (Requests for Information), (d) Schedules, and (e) Other (3) Chronology of events and correspondence
(4) Analysis of claim merit
(5) Analysis of claim cost
(6) Time impact analysis in CPM format

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10-4 CITY’S RESPONSE
Upon receipt of a claim pursuant to this section, City shall conduct a reasonable review of the claim and, within a period not to exceed 45 days, shall provide the Contractor a written statement identifying what portion of the claim is disputed and what portion is undisputed. Any payment due on an undisputed portion of the claim will be processed and made within 60 days after the City issues its written statement.
10-4.1 If the City needs approval from the City Council to provide the Contractor a written statement identifying the disputed portion and the undisputed portion of the claim, and the City Council does not meet within the 45 days or within the mutually agreed to extension of time following receipt of a claim sent by registered mail or certified mail, return receipt requested, the City shall have up to three days following the next duly publicly noticed meeting of the City Council after the 45-day period, or extension, expires to provide the Contractor a written statement identifying the disputed portion and the undisputed portion.
10-4.2 Within 30 days of receipt of a claim, the Agency may request in writing additional documentation supporting the claim or relating to defenses or claims the Agency may have against the Contractor. If additional information is thereafter required, it shall be requested and provided pursuant to this subdivision, upon mutual agreement of City and the Contractor.
10-4.3 The Agency’s written response to the claim, as further documented, shall be submitted to the Contractor within 30 days (if the claim is less than $50,000, within 15 days) after receipt of the further documentation, or within a period of time no greater than that taken by the Contractor in producing the additional information or requested documentation, whichever is greater.
10-5 MEET AND CONFER
If the Contractor disputes the Agency’s written response, or the Agency fails to respond within the time prescribed, the Contractor may so notify the City, in writing, either within 15 days of receipt of the City’s response or within 15 days of the City’s failure to respond within the time prescribed, respectively, and demand an informal conference to meet and confer for settlement of the issues in dispute. Upon receipt of a demand, the City shall schedule a meet and confer conference within 30 days for settlement of the dispute.
10-6 MEDIATION
Within 10 business days following the conclusion of the meet and confer conference, if the claim or any portion of the claim remains in dispute, the City shall provide the Contractor a written statement identifying the portion of the claim that remains in dispute and the portion that is undisputed. Any payment due on an undisputed portion of the claim shall be processed and made within 60 days after the City issues its written statement. Any disputed portion of the claim, as identified by the contractor in writing, shall be submitted to nonbinding mediation, with the City and the Contractor sharing the associated costs equally. The City and Contractor shall mutually agree to a mediator within 10 business days after the disputed portion of the claim has been identified in writing, unless the parties agree to select a mediator at a later time.
10-6.1 If the parties cannot agree upon a mediator, each party shall select a mediator and those mediators shall select a qualified neutral third party to mediate with regard to the disputed portion of the claim. Each party shall bear the fees and costs charged by its respective mediator in connection with the selection of the neutral mediator.

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10-6.2 For purposes of this section, mediation includes any nonbinding process, including, but not limited to, neutral evaluation or a dispute review board, in which an independent third party or board assists the parties in dispute resolution through negotiation or by issuance of an evaluation. Any mediation utilized shall conform to the timeframes in this section.
10-6.3 Unless otherwise agreed to by the City and the contractor in writing, the mediation conducted pursuant to this section shall excuse any further obligation under Section 20104.4 to mediate after litigation has been commenced. 10-6.4 The mediation shall be held no earlier than 90 days after the Contractor completes the Work or 90 days after the Contractor last performs Work, whichever is earlier. All unresolved claims shall be considered jointly in a single mediation, unless a new unrelated claim arises after mediation is completed. 10-6.5 If following the mediation, the claim or any portion remains in dispute, the Contractor must file a claim pursuant to Chapter 1 (commencing with Section 900) and Chapter 2 (commencing with Section 910) of Part 3 of Division 3.6 of Title 1 of the Government Code. For purposes of those provisions, the running of the period of time within which a claim must be filed shall be tolled from the time the Contractor submits his or her written claim pursuant to subdivision (a) until the time the claim is denied, including any period of time utilized by the meet and confer conference or mediation that does not result in a complete resolutions of all claims. 10-7 CIVIL ACTIONS
The following procedures are established for all civil actions filed to resolve claims subject to this section:
10-7.1 Within 60 days, but no earlier than 30 days, following the filing or responsive pleadings, the court shall submit the matter to non-binding mediation unless waived by mutual stipulation of both parties or unless mediation was held prior to commencement of the action in accordance with Public Contract Code section 9204 and the terms of these procedures. The mediation process shall provide for the selection within 15 days by both parties of a disinterested third person as mediator, shall be commenced within 30 days of the submittal, and shall be concluded within 15 days from the commencement of the mediation unless a time requirement is extended upon a good cause showing to the court.
10-7.2 If the matter remains in dispute, the case shall be submitted to non-binding judicial arbitration pursuant to Chapter 2.5 (commencing with Section 1141.10) of Title 3 of Part 3 of the Code of Civil Procedure, notwithstanding Section 1114.11 of that code.

The Civil Discovery Act of 1986 (Article 3 (commencing with Section 2016) of Chapter 3 of Title 3 of Part 4 of the Code of Civil Procedure) shall apply to any proceeding brought under this subdivision consistent with the rules pertaining to judicial arbitration. 10-7.2.1 In addition to Chapter 2.5 (commencing with Section 1141.10) of Title 3 of Part 3 of the Code of Civil Procedure, (A) arbitrators shall, when possible, be experienced in construction law, and (B) any party who, after receiving an arbitration award requests a trial de novo and proceeds to litigation and does not obtain a more favorable judgment shall, in addition to payment of costs and fees

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under that chapter, also pay the attorney’s fees of the other party on such postarbitration litigation. 10-8 GOVERNMENT CODE CLAIMS
In addition to any and all contract requirements pertaining to notices of and requests for compensation or payment for extra work, disputed work, construction claims and/or changed conditions, the Contractor must comply with the claim procedures set forth in Government Code Section 900, et seq. prior to filing any lawsuit against the Agency. Such Government Code claims and any subsequent lawsuit based upon the Government Code claims shall be limited to those matters that remain unresolved after all procedures pertaining to extra work, disputed work, construction claims, and/or changed conditions, including any required mediation, have been followed by Contractor. If no such Government Code claim is submitted, or if the prerequisite contractual requirements are not satisfied, no action against the Agency may be filed. A Government Code claim must be filed no earlier than the date that Contractor completes all contractual prerequisites to filing a Government Code claim, including any required mediation. A Government Code claim shall be inclusive of all unresolved claims unless a new unrelated claim arises after the Government Code claim is submitted.
10-9 CITY’S RESPONSES
The City’s failure to respond to a claim from the Contractor within the time periods described in this section or to otherwise meet the time requirements of this section shall result in the claim being deemed rejected in its entirety. City’s failure to respond shall not waive City’s rights to any subsequent procedures for the resolution of disputed claims.

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SP-17
APPENDIX “D”

STANDARD PROVISIONS

SITE IMPROVEMENTS AND CONSTRUCTION OF POTABLE WATER TREATMENT PLANT (22-005/ARPA)
PART 1 - STANDARD CONDITIONS
SP-1-1.00 GENERAL — It is the intent of these General Provisions, Special Provisions, the plans referred to herein and other documents comprising the contract for the Contractor to provide for and include all labor, materials, equipment, plant, tools, transportation, insurance, bonds, sales taxes, permits, temporary protection, traffic control, watchmen, superintendence and other work necessary to construct and complete all work specified herein, including all addenda and change orders.

The contract documents are complementary, and a requirement in one is as binding as though occurring in all. They are intended to be cooperative, to describe and provide for a complete work.

SP-1-1.01 CALTRANS SPECIFICATIONS — The specifications entitled, Standard Specifications for the State of California Department of Transportation, shall hereinafter be referred to as the Caltrans Specifications. The version used shall be the most recent edition.

SP-1-1.02 CALTRANS STANDARDS – The “Standard Plans for Construction of Local Streets and Road.” As issued by the California Department of Transportation, most recent edition.

SP-1-1.03 GREENBOOK SPECIFICATIONS – The specifications entitled “Standard Specifications for Public Works Construction,” as amended in the General Provisions of these specifications, shall hereinafter be referred to as the “Greenbook” or the “Greenbook Specifications.” The version used shall be the most recent edition.

All work shall meet all requirements applicable of Federal, State, County and City regulations and codes governing safety, health, welfare, dust and sound control.

Site of the work is in the City of San Jacinto, California, at 254 South Camino Los Banos.

SP-1-1.04 DEFINITIONS — Attention is invited to the provisions of Section 1 — "Terms, Definitions, Abbreviations and Symbols", of the Greenbook Specifications and these Special Provisions. Whenever in the contract documents, the following terms are used, the intent and meaning shall be interpreted as follows:

AGENCY City of San Jacinto
BOARD City Council of the
City of San Jacinto
DEPARTMENT California State
Department of Transportation (Caltrans)
DIRECTOR OF Chief of Public Utilities

PUBLIC WORKS
ENGINEER The City Engineer of City of San Jacinto and
his properly authorized agents, such agent

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acting within the scope of
the particular duties entrusted to them.

LABORATORY The laboratory to be designated by the
Engineer to test materials and work involved
in the contract.

NOTICE TO Notice Inviting Bids.

CONTRACTORS

STATE STATE OF CALIFORNIA
Other terms appearing in the plans, Specifications and in these Special Provisions shall have the same intent and meaning specified in Section 1, "Definitions and Terms," of the Greenbook Specifications.

SP-1-1.05 EXAMINATION OF PREMISES — Before bidding on this work, all prospective bidders shall make a careful examination of the jobsite and shall thoroughly familiarize themselves with the requirements of the Contract. By the act of submitting a proposal for the work, the contractor shall be deemed to have made such study and examination and that he is familiar with and accepts all conditions of the site.

SP-1-2.00 SCOPE AND CONTROL OF THE WORK — Attention is invited to the provisions of Greenbook Section 2, the amendments in the General Provisions herein and these Special Provisions.

Technical Specifications and Drawings applicable to the work to be performed under the contract are included in Appendix “A”.

The contractor shall furnish, in accordance with the specifications and drawings, all labor, equipment and material required for completion of the City of San Jacinto, New Grand Well Project.

SP-1-2.01 PLANS AND SPECIFICATIONS — Attention is invited to the provisions of Greenbook Section 2-5, "Plans and Specifications", of the Specifications and these Special Provisions.

The Specifications, drawings, Special Provisions and all supplementary documents are essential parts of the contract, and a requirement in one is as binding as though occurring in all. They are intended to be cooperative, to describe and provide for a complete work.

If, however, the provisions within the documents comprising the contract are in conflict, the provision with the highest precedence shall prevail. The order of precedence shall be as follows:

1. Permits for other agencies as may be required by law.

2. Change Order

3. Letter of interpretation of a contract provision

4. Addendum

5. Special Specifications

6. Notice Inviting Bids, Instructions to Bidders, General Specifications

7. Standard Plans

8. Project Manual

9. Plans

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During the course of construction, the contractor shall provide and maintain in good order at the work site, a complete set of contract prints. All changes to the contract shall be clearly recorded on this set of prints. At the end of the project, the contractor shall transfer all changes to one (1) set of prints for submission to the City Engineer. For further information regarding this requirement, please refer to section SP 2-15.00 of these specifications, “Record Drawings.” SP-1-2.02 SCHEME OF WORK — The work contemplated in the project consists of furnishing labor, materials, services and equipment for the work described in these Special Provisions and shown on the plans and delineated in the specifications of this project.

SP-1-2.03 STANDARD PLANS — All work shall conform to the Caltrans Standards, which shall be considered a part of these plans, and shall be on the jobsite during the entire duration of construction.

SP-1-2.04 TIME LIMIT — The work specified herein shall be completed within 140 working days of anticipated start date specified in the Notice to Proceed.

SP-1-2.05 AWARD AND EXECUTION OF CONTRACT — The bidder's attention is directed to the provisions of the Information for Bidders and to these Special Provisions for the requirements and conditions concerning award and execution of the Contract. A guarantee form to be signed and delivered to the Agency before acceptance is included in the proposal.

The award of the Contract, if it be awarded, will be to the lowest responsible bidder whose proposal complies with all the requirements described. The award, if made, will be made within twenty-five (25) days after the opening of the bids. All bids will be compared on the basis of the Engineer's estimate of quantities of work to be done.

THE CITY RESERVES THE RIGHT TO REJECT ANY OR ALL BIDS.

All bonds in the amounts stipulated in the Information for Bidders shall be furnished by the bidder to whom the contract has been awarded and at this own cost and expense. Whenever the City of San Jacinto has cause to believe that any such bond has become insufficient, a demand in writing may be made of the contractor for such further or additional bond as is considered necessary, considering the extend of the work remaining to be done.

Thereafter, no payment shall be made upon such Contract to the contractor or any assignee of the contractor until such further or additional bond has been furnished.

Before commencing any work, the contractor shall obtain insurance as required under the General Provisions of these Specifications and show proof of same. Contractor shall not allow any subcontractor to work until similar insurance required of the subcontractor has been obtained and approved by the General Contractor.

The contractor shall, in providing the insurance as provided in Sections 6 and 7 of the General Provisions, include as a provision of the insurance policy, a clause substantially in the following language:

It is hereby understood and agreed that this policy may not be canceled nor the amount of the coverage thereof reduced except upon thirty (30) days prior to written notice to the City as evidenced by receipt of a registered letter. The insurance policy shall also specify that it is primary insurance and that any insurance held or owned by the designated additional insureds shall be excess thereto and shall not be called

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upon to cover a loss under said policy.

SP-1-2.06 AUTHORITY OF THE CITY ENGINEER — The City Engineer shall decide all questions as to the quality or acceptability of the work performed and to the manner or performance and rate of progress of the work, all questions as to the acceptable fulfillment of the contract on the part of the contractor, and all questions as to compensation. His decision shall be final and he shall have authority to enforce and make effective such decisions and orders which the contractor fails to carry out promptly. Attention is invited to the provisions of Greenbook Section 2-10.

SP-1-2.07 SUBCONTRACT — Attention is directed to the provisions of Greenbook Section 2-3, "Subcontracts", of the Specifications as amended in the General Provisions herein and these Special Provisions.

A sheet for listing subcontractors, as required, is included in the proposal.

The Contract documents shall not create any contractual relation between any subcontractor and the Agency. Contractor agrees that he is fully responsible to the City for the acts and omissions of his subcontractors and of persons either directly or indirectly employed by them, as he is for the acts and omissions of persons directly employed by him.

At the Agency’s request, Contractor must provide sub-contractors contracts for the project.

These subcontracts must include all federal provisions applicable to the Public Works contract for the Hewitt Street Rehabilitation Project.

SP-1-3.00 CHANGES IN WORK — All changes in the work, whether requested by the contractor, initiated by the City and/or caused by changed conditions, shall be undertaken only after the issuance of a change order by the Engineer. Attention is invited to Section 3 of the Greenbook Specifications and the provisions of Paragraph 2 of the General Provisions. a. Differing Site Conditions

1. During the progress of the work, if subsurface or latent physical conditions are encountered at the site differing materially from those indicated in the contract or if unknown physical conditions of an unusual nature, differing materially from those ordinarily encountered and generally recognized as inherent in the work provided for in the contract, are encountered at the site, the party discovering such conditions shall promptly notify the other party in writing of the specific differing conditions before the site is disturbed and before the affected work is performed.

2. Upon written notification, the engineer will investigate the conditions, and if it is determined that the conditions materially differ and cause tan increase or decrease in the cost or time required for the performance of any work under the contract, an adjustment, excluding anticipated profits, will be made and the contract modified in writing accordingly. The engineer will notify the contractor of the determination whether or not an adjustment of the contract is warranted.

3. No contract adjustment which results in a benefit to the contractor will be allowed unless the contractor has provided the required written notice.

4. No contract adjustment will be allowed under this clause for any effects caused on unchanged work. (This provision may be omitted by the Local

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Agency, at their option.)
b. Suspensions of Work Ordered by the Engineer

1. If the performance of all or any portion of the work is suspended or delayed by the engineer in writing for an unreasonable period of time (not originally anticipated, customary, or inherent to the construction industry) and the contractor believes that additional compensation and/or contract time is due as a result of such suspension or delay, the contractor shall submit to the engineer in writing a request for adjustment within 7 calendar days of receipt of the notice to resume work. The request shall set for the reasons and support for such adjustment.

2. Upon receipt, the engineer will evaluate the contractor’s request. If the engineer agrees that the cost and/or time required for the performance of the contract has increased as a result of such suspension and the suspension was caused by conditions beyond the control of and not the fault of the contractor, its suppliers, or subcontractors at any approved tier, and not caused by weather, the engineer will make an adjustment (excluding profit) and modify the contract in writing accordingly. The contractor will be notified of the engineer’s determination whether or not an adjustment of the contract is warranted.

3. No contract adjustment will be allowed unless the contractor has submitted the request for adjustment within the time prescribed.

4. No contract adjustment will be allowed under this clause to the extent that performance would have been suspended or delayed by any other cause, or for which an adjustment is provided or excluded under any other term or condition of this contract.
c. Significant Changes in the Character of Work

1. The engineer reserves the right to make, in writing, at any time during the work, such changes in quantities and such alterations in the work as are necessary to satisfactorily complete the project. Such changes in quantities and alterations shall not invalidate the contract nor release the surety, and the contractor agrees to perform the work as altered.

2. If the alterations or changes in quantities significantly change the character of the work under the contract, whether such alterations or changes are in themselves significant changes to the character of the work or by affecting other work cause such other work to become significantly different in character, an adjustment excluding anticipated profit, will be made to the contract. The basis for the adjustment shall be agreed upon prior to the performance of the work. If a basis cannot be agreed upon, then an adjustment will be made either for or against the contractor in such amount as the engineer may determine to be fair and equitable.

3. If the alterations or changes in quantities do not significantly change the character of the work to be performed under the contract, the altered work will be paid for as provided elsewhere in the contract.

4. The term “significant change” shall be construed to apply only to the

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Packet Pg. 1621 Attachment: Bath Improvement Bid Documents (Award of Contract to Pacific Hydrotech Corporation for Bath Well Treatement Plant) following circumstances:
 When the character of the work is altered differs materially in kind or nature from that involved or included in the original proposed construction; or
 When a major item of work, as defined elsewhere in the contract, is increased in excess of 125 percent or decreased below 75 percent of the original contract quantity. Any allowance for the increase in quantity shall apply only to that portion in excess of 125 percent of original contract item quantity, or in case of a decrease below 75 percent, to the actual amount of work performed.

When deemed necessary by the Engineer, revisions of the contract drawings and additional detailed drawings will be issued to the Contractor during the progress of the work.

CONTRACTOR'S RESPONSIBILITY — The Contractor shall be responsible to adhere to these specifications as closely as possible. It is the Contractor's responsibility to confer with the City Engineer and to get a written agreement as to the necessary changes prior to performing any work that is not in conformance with these specifications or the contract drawings.

SP-1-4.00 CONTROL OF MATERIALS AND WORKMANSHIP — All materials, parts and equipment furnished by the Contractor in the work shall be new, high grade and free from defects. Quality of work shall be in accordance with generally accepted standards. Attention is invited to Section 4 of the Greenbook Specifications and the provisions of Paragraph 3 of the General Provisions. No used or secondhand materials, parts and equipment shall be incorporated in the project unless specifically permitted in writing by the Engineer.

SP-1-4.01 TESTS OF MATERIALS AND WORKMANSHIP — All materials shall first be tested and satisfactorily passed in accordance with the requirements of the plans and these specifications, before incorporating said material in the work. Materials placed otherwise shall be considered defective and will be subject to rejection. The cost of testing of materials and workmanship shall be paid by the City. The cost of re-testing of materials and workmanship shall be at the expense of the contractor. The contractor, at his expense, shall deliver materials for testing to the place and at the time designated by the Engineer. Attention is invited to Section 4-

1.4, "Test of Materials", of the Greenbook Specifications.

SP-1-4.02 LABORATORY — The City shall make all arrangements and designate a laboratory to fulfill the test requirements for the project. The contractor shall render all necessary assistance to the personnel of said laboratory to facilitate the inspection and testing of materials. Request for inspection and/or testing shall be made at least twenty-four (24) hours in advance.

SP-1-5.00 UTILITIES — The existence and location of utility structures and facilities are shown on the plans or in the Special Provisions according to records and information available to the City. Attention is called to the fact of the possible existence of other utility facilities or structures not known to the City or in a location different from that shown on the plans or in the Special Provisions. The contractor is required to ascertain the location of all underground utility structures and facilities prior to doing work that may damage such structures and facilities, including those not shown, or interfere with their service and to take such precautionary measures in the course of said work to prevent such damage or interference. Attention is invited to Greenbook Section 5. If the contractor, while performing the work under the contract, discovers utility structures or facilities not identified in the plans or specifications or shown differently, he shall immediately notify the City in writing of such discovery and allow the City 48 hours to advise. Contractor shall continue with his work on other areas and provide utility SP-6
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Packet Pg. 1622 Attachment: Bath Improvement Bid Documents (Award of Contract to Pacific Hydrotech Corporation for Bath Well Treatement Plant) purveyors adequate time to resolve the conflict or continue work if in the opinion of the City and utility purveyors, the construction will not impact these utilities.

SP-1-6.00 PROSECUTION, PROGRESS AND ACCEPTANCE OF THE WORK — Attention is invited to Greenbook Section 6 and these Special Provisions.

SP-1-6.01 PROGRESS SCHEDULE — After notification of award and prior to starting any work, the Contractor shall submit to the Engineer for approval his proposed construction schedule. Attention is invited to Greenbook Section 6-1. The proposed construction schedule shall be submitted on or before the date set for the preconstruction meeting between City and contractor's staff and representatives of utility companies.

SP-1-6.02 BEGINNING OF WORK — The contractor shall begin construction on the date specified in the Notice to Proceed, estimated February 1, 2022.

SP-1-6.03 TIME OF COMPLETION — The contract time shall commence upon the date of issuance of the Notice to Proceed and shall continue for 140 working days. The contractor shall diligently prosecute the project and complete all work within the contract time. Contractor agrees that failure to complete the project within the contract time shall subject him to the liquidated damages provided herein. Attention is invited to Section 6-7 of the Greenbook Specifications.

SP-1-6.04 PROSECUTION OF WORK — The contractor shall give his personal attention to the fulfillment of the contract and shall keep the work under his control. The City shall consider all persons engaged in the project as employees of the contractor and he shall be held responsible for their work subject to the provisions of the contract and specifications. The contractor shall prosecute the work vigorously and diligently until completed with the minimum inconvenience and hazard to the public. Streets and other improvements in the work area shall be restored to their original condition and former state of usefulness as soon as practicable. Attention is invited to the provisions of Section 6-2 of the Greenbook Specifications.

SP-1-6.05 TEMPORARY SUSPENSION OF WORK — The City Engineer shall have the authority to suspend the work wholly, or in part, for such period as he may deem necessary due to unsuitable weather or to such other conditions as are considered unfavorable for the suitable prosecution of the work, or for such time as he may deem necessary due to the failure on the part of the contractor to carry out orders given, or to perform the work in accordance with these Specifications. The contractor shall immediately comply with the written order of the City Engineer to suspend the work wholly or in part. The work shall be resumed when conditions are favorable and methods are corrected, as ordered or approved in writing by the City Engineer.

In the event of a suspension of work under any of the conditions above set forth such suspension of work shall not relieve the contractor of his responsibilities as set forth under these Specifications.

SP-1-6.05.a SUSPENSIONS OF WORK ORDERED BY THE ENGINEER If the performance of all or any portion of the work is suspended or delayed by the engineer in writing for an unreasonable period of time (not originally anticipated, customary, or inherent to the construction industry) and the contractor believes that additional compensation and/or contract time is due as a result of such suspension or delay, the contractor shall submit to the engineer in writing a request for adjustment within 7 calendar days of receipt of the notice to resume work. The request shall set for the reasons and support for such adjustment.

Upon receipt, the engineer will evaluate the contractor’s request. If the engineer agrees that the SP-7
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Packet Pg. 1623 Attachment: Bath Improvement Bid Documents (Award of Contract to Pacific Hydrotech Corporation for Bath Well Treatement Plant) cost and/or time required for the performance of the contract has increased as a result of such suspension and the suspension was caused by conditions beyond he control of and not the fault of the contractor, its suppliers, or subcontractors at any approved tier, and not caused by weather, the engineer will make an adjustment (excluding profit) and modify the contract in writing accordingly. The contractor will be notified of the engineer’s determination whether or not an adjustment of the contract is warranted.

No contract adjustment will be allowed unless the contractor has submitted the request for adjustment within the time prescribed.

No contract adjustment will be allowed under this clause to the extent that performance would have been suspended or delayed by any other cause, or for which an adjustment is provided or excluded under any other term or condition of this contract.

SP-1-6.06 SUSPENSION OF CONTRACT — If at any time in the opinion of the City Engineer, the contractor has failed to supply adequate working force or material of proper quality or has failed in any other respect to prosecute the work with the diligence and force specified and intended in and by the terms of the contract, notice thereof in writing will be served upon him; and should he neglect or refuse to provide means for a satisfactory compliance with the contract, as directed by the City Engineer, within the time specified in such notice, the City in any such case shall have the power to suspend the operation of the contract.

Attention is invited to the provisions of Section 6-3 of the Greenbook Specifications. Upon receiving notice of such suspension, the contractor shall discontinue said work, or such parts of it as the City may designate. Upon such suspension the contractor's control shall terminate and thereupon the City or its duly authorized representative may take possession of all or any part of the contractor's materials, tools, equipment and appliances upon the premises, and use the same for the purpose of completing said contract, and hire such force and buy or rent such additional machinery, tools, equipment and appliances at the contractor's expense as may be necessary for the proper conduct of the work and for completion, employ other parties to carry the contract to completion, or may employ the necessary workman, substitute other machinery or materials, and purchase the materials contracted for, in such manner as the City may deem proper; or the City may annul and cancel the contract and relate the work or any part thereof. Any excess cost arising therefrom over and above the contract price shall be charged against the contractor and his sureties, who shall be liable therefor. In the event of such suspensions, all monies due the contractor or retained under the terms of this contract shall be forfeited to the City; but such forfeiture shall not release the contractor or his sureties from liability for failure to fulfill the contract. The contractor and his sureties shall be credited with the amount of money so forfeited toward any excess of cost over the above contract price, arising from the suspension of the operation of the Contract and the completion of the work by the City as above provided, and the contractor shall be so credited with any surplus remaining after all just claims for such completion have been paid.

In the determination of the question whether there has been any such noncompliance with the contract as to warrant the suspension or annulment thereof, the decision of the City Council shall be binding on all parties to the contract.

SP-1-6.07 TERMINATION OF CONTRACT — Subject to all applicable provisions of these specifications and/or the contract, the Engineer is hereby empowered to direct the time and date of delivery of materials at the site of work and direct the time, rate and sequence of work. If contractor fails to begin delivery of material and equipment or to commence work within the time specified herein, and/or in the contract, or to maintain the rates of delivery of material, or to execute the work in a manner and at such locations as directed by the Engineer, or fails to maintain the approved progress schedule in such manner as well, in the SP-8
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5.1.b
Packet Pg. 1624 Attachment: Bath Improvement Bid Documents (Award of Contract to Pacific Hydrotech Corporation for Bath Well Treatement Plant) judgment of the Engineer, inure to the interests of the City, or, if in the judgment of the Engineer, the contractor is not carrying out the provisions of the contract in their true intent and meaning, written notice by the City Engineer may be served upon him and the Surety on his faithful performance bond demanding a satisfactory compliance with the contract, and with these specifications. If the contractor and/or his Surety refuses or neglects to comply with such notice within five (5) days after receiving same, or after commencing so to do, fails to continue so to do, or has assigned or sublet the contract without the consent of the Engineer, then the Engineer may exclude him from the premises and take possession thereof, together with all material and equipment thereon, and may complete the work itself, either by force account, or by letting the unfinished portion of the work to another contractor or by a combination of such methods. In any event, the cost of the completion of said work shall be a charge against the contractor and his Surety and may be deducted from any money due or becoming due from the City, and if the sums due under the contract are insufficient, said contractor and/or his Surety shall pay to the City within five (5) days after the completion of the work all of such cost in excess of the contract price.

The Surety, in the event that it assumes part of the work, shall take the contractor's place in this contract in all respects for that part and shall be paid by the City for all work performed by it in accordance with the terms of this contract. If the Surety assumes the entire contract, all monies remaining due the contractor at the time of his default shall be made payable to the Surety as the work progresses, subject to the terms of the contract.

SP-1-6.08 LIQUIDATED DAMAGES — It is hereby understood and mutually agreed by and between the contractor and the City, that the date of beginning and the time of completion as specified in the contract of the work to be done hereunder are essential conditions of this contract. Attention is invited to Section 6-9 of the Greenbook Specifications as amended in Paragraph 4 of the General Provisions. Refer to section SP-1-2.04 for detailed information regarding the date of beginning and the time of completion.

The contractor agrees that said work shall be prosecuted regularly, diligently, and uninterruptedly at such rate of progress as will insure full completion thereof within the time specified. It is expressly understood and agreed, by and between the contractor and the City, that the time for the completion of the work described herein is a reasonable time for the completion of the same, taking into consideration the average climatic range and usual industrial conditions prevailing in this locality. If the said contractor shall neglect, fail or refuse to complete the work within the time herein specified, or any proper extension thereof granted by the City, then the contractor does hereby agree, as a part consideration for the awarding this contract, to pay to the City of San Jacinto the amount of liquidated damages stipulated in Paragraph 4 of the General Provisions for each and every calendar day that the contractor shall be in default after the time stipulated in the contract for completing the work, not as a penalty but as liquidated damages for such breach of contract as hereinafter set forth.

The said amount is fixed and agreed upon by and between the contractor and the City because of the impracticability and extreme difficulty of fixing and ascertaining the actual damages the City would in such event sustain, and said amount agreed to be the amount of damages which the City would sustain and said amount shall be retained from time to time by the City from current periodical estimates.

SP-1-7.00 RESPONSIBILITIES OF THE CONTRACTOR — Attention is invited to Section 7 of the Greenbook Specifications as amended in the General Provisions and the provisions of these Special Provisions. The contractor shall keep himself fully informed of all existing and future State and Federal laws and county and municipal ordinances and regulations which in any manner affect those engaged or employed in the work, or the materials used in the work, or which in any way affect the conduct of the work, and of all such orders and decrees of bodies or SP-9
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Packet Pg. 1625 Attachment: Bath Improvement Bid Documents (Award of Contract to Pacific Hydrotech Corporation for Bath Well Treatement Plant) tribunals having any jurisdiction or authority over the same. He shall at all times observe and comply with, and shall cause all his agents and employees to observe comply with all such existing and future laws, ordinances, regulations, orders and decrees of bodies or tribunals having any jurisdiction or authority over the work; and shall protect and indemnify the City, and all officers and employees thereof connected with the work, including but not limited to the City Engineer, against any claim or liability arising from or based on the violation of any such law, ordinances, regulation, order, or decree, whether by himself or his employees. If any discrepancy or inconsistency is discovered in the plans, drawing, specifications, or contract for the work in relation to any such law, ordinance, regulation, order or decree, the contractor shall forthwith report the same to the Engineer in writing.

SP-1-7.01 ASSUMPTION OF RISK — During the progress of the work, the City of San Jacinto will not be answerable or accountable in any manner for any loss or damage that may happen to the work or any part thereof; or for any of the materials or other things used or employed in performing the work; or for injury to any person or persons, either workmen or the public; for damage to adjoining property from any cause which might have been prevented by the contractor, or his workmen, or anyone employed by him; against all of which injuries or damages to persons and property the contractor having control over such work must properly guard. The contractor shall be responsible for any damage to any person or property resulting from defects or obstructions or from any causes whatsoever during the progress of the work or at any time before its completion and final acceptance, and shall indemnify and save harmless the City of San Jacinto and/or its officers and/or its employees from all suits or actions of every name and description, brought for, or on account of any injuries or damages received or sustained by any person or persons, by or from the Contractor, his servants or agents, in the construction of the work or by or in consequence of any negligence in guarding the same, in improper materials used in its construction, or by or on account of any act or omission of the contractor or his agents.

SP-1-7.02 LABOR — Attention is invited to the provisions of Section 7-2 of the Greenbook Specifications as amended in Paragraph 5 of the General Provisions.

SP-1-7.03 LIABILITY INSURANCE — Attention is invited to the provisions of Section 7-3 of the Greenbook Specifications as amended in Paragraph 6 of the General Provisions.

SP-1-7.04 WORKER'S COMPENSATION INSURANCE — Attention is invited to the provisions of Section 7-4 of the Greenbook Specifications as amended in Paragraph 7 of the General Provisions.

SP-1-7.05 PERMITS AND INSPECTION — The contractor shall obtain a no-fee excavation permit from the City of San Jacinto before proceeding with any work on the project.

Construction and Encroachment Permits — The Contractor and his subs shall procure all permits and business licenses, pay all charges, fees and taxes, and give all notices necessary and incidental to the due and lawful prosecution of the work. Any costs for these fees and/or permits shall be included in the prices listed in the Bid Form. All other costs shall be considered in miscellaneous bid items.

It is the responsibility of the Contractor to contact the applicable agencies and make himself knowledgeable and responsible to all of their requirements. The Contractor shall, at no additional cost to the City, construct the work in strict accordance with all the requirements of all appropriate agencies.

The contractor shall call for inspections at the different stages of the work as required by the City of San Jacinto Public Works Inspector. Any portion of the project completed without these SP-10
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5.1.b
Packet Pg. 1626 Attachment: Bath Improvement Bid Documents (Award of Contract to Pacific Hydrotech Corporation for Bath Well Treatement Plant) required inspections shall be considered as defective and the City reserves the right to reject the affected portion of the work. The contractor shall remove rejected portion of the work upon instruction by the City without additional compensation.

SP-1-7.06 CONTRACTOR'S REPRESENTATIVE — On or before the preconstruction meeting, the contractor shall designate, in writing, a representative who shall have complete authority to act for him. An alternate representative may also be designated. The representative or alternate shall be present at all times at the worksite whenever work is in progress or whenever actions of the elements require his presence to take measures necessary to protect the work, persons or property. Attention is invited to Section 7-6 of the Greenbook Specifications.

SP-1-7.07 COOPERATION AND COLLATERAL WORK — Attention is directed to Section 7-7 of the Greenbook Specifications and these Special Provisions.

Construction work by other contractors or by utility and public agency representatives may be underway within or adjacent to the worksite specified herein. For this reason, the contractor shall cooperate with all such other contractors to the end that any delay or hindrance to their work shall be avoided, or conduct his operations in such a manner as not to cause any unnecessary delay or hindrance to the other. Each contractor shall be responsible to the other for all damage to work, to persons or property caused to the other by his operations, and for loss caused the other due to his unnecessary delays or failure to finish work within the time specified for completion. The Engineer reserves the right to direct the contractor to perform other or additional work at the worksite at any time in order to better coordinate the different activities on the entire project.

OBSTRUCTIONS - Attention is directed to the existence of certain underground facilities that may require special precautions be taken by the Contractor to protect the health, safety and welfare of workers and of the public. Facilities requiring special precautions include, but are not limited to existing utilities.

The Contractor shall notify the Engineer and the appropriate regional notification center for operators of subsurface installations at least 2 working days, but not more than 14 calendar days, prior to performing any excavation or other work close to any underground pipeline, conduit, duct, wire or other structure. Regional notification centers include, but are not limited to, the following:

Notification Center Telephone Number
Underground Service Alert-Southern California
(USA)
1-800-227-2600
The Contractor is responsible to physically locate and identify all facilities (including utilities) within project limits. These shall include potholing. All underground facilities within the existing finished surface shall be potholed by the Contractor. These utilities may be shown on plans or are marked in the field. Contractor is hereby notified and shall use all appropriate cautions when working near utilities.

Some of the existing utilities (above & underground including boxes, meters, mains, and poles) may be in conflict with the project. If this is the case, the contractor shall coordinate his work SP-11
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5.1.b
Packet Pg. 1627 Attachment: Bath Improvement Bid Documents (Award of Contract to Pacific Hydrotech Corporation for Bath Well Treatement Plant) with that of the utility. No additional compensation will be paid to the Contractor for any delay or loss of efficiency due to having to coordinate his work with that of the utilities. Compensation for this work shall be included in other items of work..

The utility locations shown on the plans are correct to the best of our knowledge. When in doubt, the contractor shall contact utility concerned before proceeding further. The agencies below may be contacted at the following telephone numbers:

AGENCY TELEPHONE NUMBER
Southern California Edison Company (951) 928-8252
Southern California Gas Company (800) 427-2200
Eastern Municipal Water District (951) 928-3777
Frontier (800) 483-5000
Spectrum (951) 766-4270 X282
Sunesys (951) 278-0400
Full compensation for conforming to the requirements of this section shall be considered as included in the prices paid for the various contract items of work involved and no additional compensation will be allowed therefore.

SP-1-7.08 PROJECT APPEARANCE — The contractor shall maintain a neat appearance to the work. Attention is invited to Section 7-8 of the Greenbook Specifications.

In any area visible to the public, the following shall apply:

Broken asphalt concrete, aggregate base and debris developed during removals, shall be disposed of concurrently with its removal.

Dust caused by the passage of public traffic through the work shall be considered as resulting from the contractor's performance of the work.

Whenever the contractor fails to control dust resulting from the performance of the work, the Engineer may cause such dust to be controlled and costs thereby incurred shall be deducted from monies due or to become due the contractor.

Full compensation for conforming to the provisions in this section, not otherwise provided for, shall be considered as included in prices paid for the various contract items of work involved and no additional compensation will be allowed therefor.

SP-1-7.09 PROTECTION AND RESTORATION OF EXISTING IMPROVEMENTS — The Contract shall take all necessary precautions to protect in place all existing medians, curb, sidewalk, trees, plants, turf and irrigation lines, etc., not scheduled for removal. The entire cost of replacing and/or repairing said existing improvements shall be borne by the contractor.

Attention is directed to the provisions of Section 7-9 of the Greenbook Specifications. Permit conditions, rules and regulations of agencies having jurisdiction over the contractor's operations shall be strictly complied with.

During the time of construction the Contractor shall be responsible for the maintenance of each road within the proposed project limits whenever work has begun on that road.

The contractor shall protect existing improvements in place wherever possible. All existing improvements which must be removed for construction shall be restored to an equal or better condition than that of the existing improvements removed or damaged. Restoration of existing improvements shall be in accordance with the SP-12
(22-005/ARPA)

5.1.b
Packet Pg. 1628 Attachment: Bath Improvement Bid Documents (Award of Contract to Pacific Hydrotech Corporation for Bath Well Treatement Plant) Plans and Specifications and all provisions of the City of San Jacinto, the individual utility agency Standard Plans.

The contractor shall preserve and protect from injury all buildings, pole lines and all direction, warning and mileage signs which have been placed within the right-of-way.

Full compensation for the work involved in the preservation of 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 therefore.

SP-1-7.10 PUBLIC CONVENIENCE — The contractor shall so conduct his operations to offer the least possible obstruction and inconvenience to the public or to the public traffic.

Where existing streets are not available for use as detours, unless otherwise provided in these Special Provisions, all traffic shall be permitted to pass through the work.

TRAFFIC CONTROL (PUBLIC CONVENIENCE AND SAFETY) STREET CLOSURES, DETOURS, BARRICADES — The Contractor shall comply with all applicable State, County and City requirements for work in the public right-of-way. The Contractor shall provide and maintain barriers, guards, lights, signs, temporary bridges, pilot cars, arrow boards, message boards, flag persons and watch persons, advising the public of detours and construction hazards. The Contractor shall also be responsible for compliance with additional public safety requirements which may arise during construction. The Contractor shall furnish and install, and upon completion of the work, promptly remove all signs and warning devices. All work shall be accomplished in accordance with the requirements specified in Subsection 7-10 of the Standard Specifications for "Public Works Construction" latest edition (Greenbook). In addition, traffic control shall be provided in accordance with the Manual of Uniform Traffic Control Devices (MUTCD) latest edition and plans. A traffic control plan prepared by Registered Engineer shall be submitted to City for review. Access to existing businesses, residential, and farms shall be maintained at all times.

On residential streets at least one 12-foot wide lane shall be made available to the public. The Contractor shall offer the least obstruction to public traffic and residential driveways in the construction area. Access to all driveways shall be available by 5:00 PM Monday through Friday.

Full compensation for all work involved in providing for public convenience as set forth in this section including traffic control plans shall be considered as included in the prices paid for the traffic control and no additional allowance will be made therefore.

SP-1-7.11 PUBLIC SAFETY — The contractor shall furnish, erect, and maintain such fences, barriers, lights and signs as are necessary to give adequate warning to the public at all times that the work is under construction and of any dangerous conditions to be encountered as a result thereof in strict compliance with the latest edition of the MUTCD. Attention is directed to Section 7-10.4 of the Greenbook Specifications as amended in Paragraph 8 of the General Provisions. He shall also erect such warning and directional signs as shown on plans and/or as requested by the Engineer during the course of construction of the project.

It is the Contractor’s responsibility to provide for the safe passage for vehicles traveling to residences and business location within the limits of the project.

All barricades shall be of substantial construction and painted in a distinctive color or manner so as to be clearly visible to the approaching public.

Should the Contractor appear to be neglectful or negligent in furnishing warning and protective measures, the City Engineer or his representative may direct attention to the existence of a hazard and the necessary warning and protective measures shall be furnished and installed SP-13
(22-005/ARPA)

5.1.b
Packet Pg. 1629 Attachment: Bath Improvement Bid Documents (Award of Contract to Pacific Hydrotech Corporation for Bath Well Treatement Plant) immediately by the Contractor at his expense. Should the City Engineer or his representative point out the inadequacy of warning and protective measures, such action on the part of the City Engineer shall not relieve the Contractor from responsibility for public safety or abrogate his obligation to furnish any pay for these devices.

All traffic control signs shall be either covered or removed when not required by the nature of work or if no present hazard to the motorist exists.

Should the City place any warning lights or barricades to protect or warn the public of any dangerous condition connected with contractor’s operations, contractor shall become liable to the City at the current rental rate per night for each lantern or warning light placed by the City, plus actual labor, equipment rental and overhead costs, with a minimum charge of fifty ($50.00) dollars per day for each obstruction or dangerous condition so barricaded or lighted.

Public Safety shall be of the primary concern and the contractor shall be responsible for eliminating all conceivable hazards in providing such temporary passage. Prior approval by the Engineer is required.

The contractor shall conduct his operations such that fire hydrants, meter vaults, water and gas shut-off valves, and similar facilities are not buried during the course of the work and so as to offer the least possible obstruction and inconvenience to public traffic and to properties along the construction areas.

The contractor shall have at the worksite applicable copies or extracts of Construction Safety Orders. In compliance with generally accepted construction practices, the Contractor will be solely and completely responsible for conditions of the jobsite, including safety of all persons and property during performance of the work. This requirement will apply continuously and not be limited to normal working hours.

When performing underground work, the Contractor shall call Underground Service Alert, (800) 227-2600, the one-call underground facility locating service, two working days prior to beginning work on the project. All underground facilities marked in response to the locating phone call shall be hand-dug and exposed prior to any use of power equipment for excavation. If there is any substantial discrepancy between the field locations of underground facilities and those locations shown on the plans, the Contractor shall notify the Engineer prior to making an excavation.

PROTECTION OF THE PUBLIC – The following minimum restrictions shall be maintained by the Contractor in the conduct of his work:

It is part of the service required of the Contractor to make whatever provisions are necessary to protect the public. The Contractor shall use foresight and shall take such steps and precautions as his operations warrant to protect the public from danger, loss of life or loss of property, or from the failure of partially completed work or partially removed facilities. Conditions may arise on the work which will require that immediate and unusual provisions be made to protect the public from danger or loss, or damage to life and property, due directly or indirectly to prosecution of work under this Contract.

SP-14
(22-005/ARPA)

5.1.b
Packet Pg. 1630 Attachment: Bath Improvement Bid Documents (Award of Contract to Pacific Hydrotech Corporation for Bath Well Treatement Plant) If the Contractor fails to act on the situation within a reasonable time period, the City Engineer may provide suitable protection to said interest by causing such work to be done and material to be furnished as, in the opinion of the Engineer may seem reasonable and necessary.

The cost and expense of said labor and material together with the cost and expense of such repairs as are deemed necessary shall be borne by the Contractor. All expenses incurred by the City for emergency repairs will be deducted from the progress payments and the final payment due to the Contractor. However, if the Agency does take such remedial measures, the Contractor is not relieved of the full responsibility for public safety.

Full compensation for all work involved in providing for public safety as set forth this section shall be considered as included in the prices paid for the traffic control system and no additional allowance will be made therefore.

SP-1-7.12 PUBLIC NOTICE — The Contractor shall notify the residents/businesses and schools affected by construction in writing not less than 7 days in advance of commencement of construction or storage of material upon the streets. The notice shall include but not be limited to:
 The time and date of commencement.
 A copy of the proposed construction schedule
A. Date of completion
B. Contact information for Contractor’s representative
In addition to the above, the Contractor shall notify all affected parties if work is to begin on new portions of the project as work proceeds, especially if the work involves changes to the traffic control system. A copy of this notification shall be approved by the City Engineer prior to its distribution.

The Contractor shall place “No Parking Anytime” signs 48 hours prior to construction at locations approved by the City Engineer, said signs shall be of the size and type specified by the City Engineer. The Contractor is also responsible for notifying all affected businesses and residents of his scheduled work.

Personal vehicles of the contractor’s employees shall not be parked on the traveled way at any time, including any section closed to public traffic.

When entering or leaving roadways carrying public traffic, the contractor’s equipment, whether empty or loaded, shall in all cases yield to public traffic.

SP1-7.13 SOUND CONTROL REQUIREMENTS — If work is permitted for evening and weekends and holidays, the noise level from the contractor’s operations, between the hours of 8:00 p.m. and 6:00 a.m., shall not exceed 86 db at a distance of fifty (50’) feet. This requirement in no way relieves the contractor from the responsibility for complying with local ordinances regulating noise level. All other times, noise level shall be in compliance with standards.

Said noise level requirement shall apply to all equipment on the job or related to the job, including but not limited to trucks, transit mixers or transient equipment that may or may not be owned by the contractor. The use of loud sound signals shall be avoided in favor of light warnings except those required by safety laws for the protection of personnel.

SP-15
(22-005/ARPA)

5.1.b
Packet Pg. 1631 Attachment: Bath Improvement Bid Documents (Award of Contract to Pacific Hydrotech Corporation for Bath Well Treatement Plant) SP-16
(22-005/ARPA)
Full compensation for conforming to the requirements of this section shall be considered as included in the prices paid for the various contract items of work involved and no additional compensation will be allowed therefore.

SP-1-7.14 LAWS TO BE OBSERVED — The contractor shall keep himself fully informed of State and National laws and County and City ordinances and regulations which in any manner affect those employed in the work or the materials used for the work or in any way affect the conduct of work. Attention is directed to Section 7.13 of the Greenbook Specifications as amended in Section 9 of the General Provisions.

SP-1-7.15 ADVANCE NOTIFICATION — It shall be the contractor’s responsibility to determine and notify those agencies requiring advance notification for inspection or other purposes before beginning construction in any area of concern to said agency. A minimum of forty-eight (48) hours advance notice shall be given to the various agencies before beginning construction in the area, unless specific advance times and requirements are stated in these detailed specifications or required by the agency. The following entities shall be notified at least seventy-two (72) hours in advance of any street closure or restriction to access by the contractor.  Southern California Edison Company
 Southern California Gas Company
 Eastern Municipal Water District
 Frontier
 Spectrum
 Sunesys
The local Police and Fire Departments, RTA Bus Service, local schools, CR&R Waste Management, and local post office shall also be notified. The contractor will provide evidence of notification to these agencies by completing the City of San Jacinto standard road/lane closure form.

SP-1-7.16 EXPOSURE OF UTILITIES IN ADVANCE OF WORK — It shall be the contractor’s responsibility to determine the true location and depth of all utilities and service connections which may be affected by or affect the work. He shall also determine the type, material, and condition of these utilities.

SP-1-7.17 CULTURAL RESOURCES

1. If buried cultural resources are encountered during Project Activities, it is the City’s policy that work stop in that area until a qualified archaeologist can evaluate the nature and significant of the find

2. In the event that human remains are found, the County Coroner shall be notified and all construction activities within 60 feet of the discovery shall stop. Pursuant to Public Resources Code Section 5097.98, if the remains are thought to be Native American, the Coroner will notify the Native American heritage Commission (NAHC) who will then notify the Most Likely Descendent (MLK). The person who discovered the remains will contact the District 8 Division of Environmental Planning; Andrew Walters, DEBC: (909) 383-2647.

Further provisions of PRC 5097.98 are to be followed as applicable.

5.1.b
Packet Pg. 1632 Attachment: Bath Improvement Bid Documents (Award of Contract to Pacific Hydrotech Corporation for Bath Well Treatement Plant) APPENDIX “D”
(22-005/ARPA)
SP-17
PART 2 - STANDARD CONSTRUCTION DETAILS
SP-2-1.00 PRECONSTRUCTION CONFERENCE — The Contractor to whom the contract is awarded shall attend a preconstruction conference at a location and time set by the City Engineer.

SP-2-2.00 CONSTRUCTION MEETINGS — Construction meetings will be held at the jobsite as required and as requested by the Contractor or the City Engineer to coordinate and discuss construction activities. Details regarding jobsite meetings will be arranged at the preconstruction conference.

SP-2-3.00 SPECIFICATIONS AND DRAWINGS FURNISHED TO CONTRACTOR — The Owner will furnish, to the successful Contractor, three (3) sets of specifications and drawings. Additional quantities of specifications and drawings will be furnished at reproduction cost.

SP-2-4.00 POWER AND WATER SUPPLY — The Contractor shall provide, at his own expense, all necessary power and water required for his operations under the contract. The Contractor shall provide and maintain in good order such modern power equipment as shall be adequate in the opinion of the Engineer to perform in a safe and satisfactory manner the work required by the contract.

SP-2-5.00 DUST ABATEMENT — The Contractor shall furnish all labor, equipment and means required and shall carry out protective measures wherever and as often as necessary in the opinion of the Engineer to prevent his operations from producing dust in amounts damaging to property or causing nuisance. The Contractor shall be responsible for any damage resulting from dust originating from his operations. The dust abatement measures shall be continued until all required resurfacing is completed or until the Contractor has completed arrangements with the proper authorities whereby he is relieved of further responsibility. Such arrangements shall be approved by the Engineer prior to their completion.

All compensation to be received for dust abatement shall be included in the prices named for mobilization as shown on the Bid Form.

SP-2-6.00 DAILY CLEANUP AND ACCESS — At the completion of work each day, the Contractor shall leave the work area in a clean, safe condition. Access to all adjacent properties and driveways and intersections shall be maintained at all times.

SP-2-7.00 FINAL CLEANUP — After completion of all other work on the project, and before making application for acceptance of the work, the Contractor shall clean the site of his operations, including any areas under the control of the City that have been used by the Contractor in connection with the work.

SP-2-8.00 MAINTENANCE AND GUARANTEE — As specified in Paragraph 10.3 of the General Provisions, the Contractor shall guarantee the work constructed by him for a period of one year following date of acceptance by the Owner.

SP-2-9.00 DIRT/GRINDING EXPORT — The Contractor shall be responsible for the removal of all excess dirt, grinding or unsuitable materials, if any, created by the construction of the street improvements within this project. If so noted on the project plans, the Contractor may spread the asphalt grindings from the roadway on the adjacent shoulder, to a depth of not more than 0.25’. The method of disposal for all asphalt grinding shall be approved by the City Inspector. The cost for this shall be considered in the unit bid price for roadway excavation.

SP-2-10.00 DIRT IMPORT — The Contractor shall be responsible for the import of any dirt, if required, for the construction of the proposed street improvements within this project. The cost for obtaining, hauling and placement of any material shall be considered in the roadway excavation / earthwork bid item.

SP-2-11.00 COMPACTION — All fill, sub-base, base under pavement, curb, gutter, and sidewalks are to be compacted in place to 95% relative compaction except where specified otherwise. The earthwork will be tested for compliance by a Registered Soils Engineer. The City at its expense will

5.1.b
Packet Pg. 1633 Attachment: Bath Improvement Bid Documents (Award of Contract to Pacific Hydrotech Corporation for Bath Well Treatement Plant) provide the required soil testing with a minimum of 24 hours of advance notice of need by the Contractor. Any retesting by the Soils Engineer due to failure to achieve minimum compaction will be paid for by the Contractor at a rate of $150.00 per test.

SP-2-12.00 CONSTRUCTION SURVEY STAKING — The Contractor shall be responsible for providing survey service including, but not limited to, survey control, construction staking, and cut sheets to complete the scope of work, centerline ties and reset, and final certification of grades for as-built plans, as needed.

SP-2-13.00 SELECTED MATERIALS – Existing materials excavated within the project limits that meet the specifications for trench backfill, topsoil, or other selected materials may be used to fulfill all or a portion of the requirements for such materials. No additional compensation will be allowed for excavation, stockpiling, overhaul, or placing selected materials encountered in the excavation unless otherwise noted. All work shall meet with the requirement of Soil’s Engineer.

SP 2-14.00 SURPLUS MATERIALS – The Contractor shall furnish written consent from the owner of the property where it is intended to dispose of the surplus material, unless requested by City. Surplus excavation shall become the property of the Contractor.

SP-2-15.00 RECORD DRAWINGS – The Contractor shall keep one clean set of bond originals to note any changes which take place during construction. These changes to the original plans and/or specifications shall be noted at the appropriate locations with the appropriate changes indicated in red pencil or ink. The Contractor shall note in large letters “RECORD DRAWINGS” on the Title Sheet of the plans. The job will not be finalized by the Engineer until these record drawings have been completed to the satisfaction of the Engineer. The changes shall be noted on the plans as the changes occur. The record drawings shall be submitted to the Resident Engineer, and become the property of the City at conclusion of the project.

Full compensation for maintaining and compiling the record drawings shall be considered to be included in other items of work and no additional compensation will be allowed.

SP-2-16.00 – AREAS FOR CONTRACTOR’S USE
The road right of way shall be used only for purposes that are necessary to perform the required work.

The Contractor shall not occupy the right of way, or allow others to occupy the right of way, for purposes which are not necessary to perform the required work.

No City-owned parcels adjacent to the right of way are available for the exclusive use of the Contractor within the contract limits. The Contractor shall secure, at the Contractor’s own expense, areas required for plant sites, storage of equipment or materials, or for other purposes, which cannot be safely placed within the closure area.

No area is available within the contract limits for the exclusive use of the Contractor.

The Contractor shall remove equipment, materials, and rubbish from the work areas and other City owned property which the Contractor occupies. The Contractor shall leave the areas in a presentable condition in conformance with Section 1.7.08 of these provisions.

The Contractor shall secure, at the Contractor’s own expense, areas required for plant sites, storage of equipment or materials or for other purposes, if sufficient area is not available to the Contractor within the limits available for use by the City.

5.1.b
Packet Pg. 1634 Attachment: Bath Improvement Bid Documents (Award of Contract to Pacific Hydrotech Corporation for Bath Well Treatement Plant) PART 3 – SUBMISSION OF DBE INFORMATION, AWARD, AND EXECUTION OF CONTRACT This Section Intentionally Left Blank.

5.1.b
Packet Pg. 1635 Attachment: Bath Improvement Bid Documents (Award of Contract to Pacific Hydrotech Corporation for Bath Well Treatement Plant) APPENDIX “A”

TECHNICAL PLANS AND SPECIFICATIONS

THE FOLLOWING PLANS AND DRAWINGS ARE INCORPORATED HEREIN BY REFERENCE AS IF SET FORTH IN THEIR ENTIRETY:

1. Technical Specifications – SITE IMPROVEMENTS AND CONSTRUCTION OF POTABLE

WATER TREATMENT PLANT

2. Plans and Drawings - SITE IMPROVEMENTS AND CONSTRUCTION OF POTABLE WATER TREATMENT PLANT (22-005/ARPA)

5.1.b
Packet Pg. 1636 Attachment: Bath Improvement Bid Documents (Award of Contract to Pacific Hydrotech Corporation for Bath Well Treatement Plant) APPENDIX “B”
(22-005/ARPA)

CONTRACT FORMS

NOTICE OF AWARD
Date: ____________
To:
(Bidder)
Address:

SITE IMPROVEMENTS AND CONSTRUCTION OF POTABLE WATER TREATMENT PLANT (22-005/ ARPA)
You are hereby notified that your Bid dated _________________ for the above Contract has been considered. You are the apparent successful bidder and have been awarded a contract for the above-named project.

The Bid Price of your contract is $
You must comply with the following conditions precedent within 10 calendar days of the date of this Notice of Award; that is, by ___________________.

1. You must deliver to the City, the fully executed counterpart of the Contract.

2. You must deliver, with the executed Contract, the Payment and Performance Bonds, and all required insurance documents as specified in the Instructions to Bidders and the Special Provisions.

3. You must prepare and submit to the City, a construction schedule in accordance with Section 6 of the Special Provisions.

All of the above items shall be submitted to ________________ (name of project manager), City of San Jacinto Public Works Department.

Failure to comply with these conditions within the time specified will entitle the City to consider your Bid abandoned, to annul this Notice of Award, and to declare your Bid Security forfeited.

After you comply with the foregoing conditions, the City will return to you one fully signed counterpart of the Contract with the Contract Documents attached.

A mandatory pre-construction meeting for the contractor and all of his subs will be required prior to start of work and will be scheduled upon receipt of all contract documents.

You are required to return an acknowledged copy of this Notice of Award to the Agency.

CITY OF SAN JACINTO
_____________________________________________
By:

Title:

5.1.b
Packet Pg. 1637 Attachment: Bath Improvement Bid Documents (Award of Contract to Pacific Hydrotech Corporation for Bath Well Treatement Plant) APPENDIX “B”
(22-005/ARPA)

ACCEPTANCE OF NOTICE OF AWARD
Receipt of the above Notice of Award is hereby acknowledged by ________________________________ this _____ day of __________________________ , 20__ Contractor_______________________________________
By _____________________ _____
Title_____________________
__________________________
Contractor’s California License No.
__________________________
Expiration Date

5.1.b
Packet Pg. 1638 Attachment: Bath Improvement Bid Documents (Award of Contract to Pacific Hydrotech Corporation for Bath Well Treatement Plant) APPENDIX “B”
(22-005/ARPA)

NOTICE TO PROCEED
Date: __________________
Contractor:

Address:

Contract No.:

Project:

Subject: NOTICE TO PROCEED
Dear __________________:

You are hereby notified to that the Contract Time under the above Contract will commence to run on [INSERT START DATE], and the work must be complete within 140 working days thereafter.

The date of completion of the work is therefore [INSERT COMPLETION DATE]. The Contract provides for an assessment of liquidated damages for each and every calendar day after the above established contract completion date that the Work remains incomplete.

You are required to return an acknowledged copy of this Notice to Proceed to the City.

Please contact me at [INSERT CONTACT INFO] if you have questions. We are looking forward to a mutually successful project.

CITY OF SAN JACINTO
BY: __________________________
Title: _________________________

5.1.b
Packet Pg. 1639 Attachment: Bath Improvement Bid Documents (Award of Contract to Pacific Hydrotech Corporation for Bath Well Treatement Plant) APPENDIX “B”
(22-005/ARPA)

ACCEPTANCE OF NOTICE TO PROCEED
Receipt of the above Notice to Proceed is hereby acknowledged by ________________________________ this _____ day of __________________________ , 20__ Contractor_______________________________________
By _____________________ _____
Title_____________________
__________________________
Contractor’s California License No.
__________________________
Expiration Date

5.1.b
Packet Pg. 1640 Attachment: Bath Improvement Bid Documents (Award of Contract to Pacific Hydrotech Corporation for Bath Well Treatement Plant) APPENDIX “B”
(22-005/ARPA)

CHANGE ORDER
Project:

CI Number:

Contract #:

Change Order Number:

Change Order Date:

Contract Date:

To: [INSERT CONTRACTOR NAME, CONTACT INFORMATION AND REPRESENTATIVE] THIS CHANGE ORDER FORM SHALL BE USED FOR ALL CHANGE ORDERS ASSOCIATED WITH THE WORK.

NO ADDITIONS OR DELETIONS TO THIS FORM SHALL BE ALLOWED, EXCEPT WITH PERMISSION OF THE CITY OF SAN JACINTO.

The Contract is changed as follows:
[INSERT DESCRIPTION OF CHANGE]
Contractor agrees to furnish all labor, materials, equipment and services to perform the work, modified as described herein, in accordance with the Contract Documents as revised by this Change Order.

NOT VALID UNTIL SIGNED BY OWNER
In consideration of the change(s) described above, the Contract Price is adjusted as follows:

The original Contract Price was $_____________________
Net change by previously authorized Change Orders $_____________________ The Contract Price prior to this Change Order was $_____________________ The Contract Price will be changed by this Change Order in the amount of $_____________________ The new Contract Price including this Change Order will be $_____________________ In consideration of the change(s) described above, the Contract Time is adjusted as follows:

The Contract Time will be (increased) (decreased) (unchanged) by ( ) Days The date of Completion as of the date of this Change Order therefore is ____/____/____ Attachments: [e.g., revised plans or specifications or itemized contractor proposal – if none, delete this line]
Contractor accepts the terms and conditions stated herein as full and final settlement of any and all claims arising from this Change Order. The adjustments to the Contract Price and Contract Time in this Change Order constitute the entire compensation and/or adjustment thereto due to Contractor, including but not limited to all direct, indirect, consequential, profit, labor, equipment, tools, idle time, incidentals, and overhead (field and home office) costs, due to Contractor arising out of or related to the change in the Work covered by this Change Order.

5.1.b
Packet Pg. 1641 Attachment: Bath Improvement Bid Documents (Award of Contract to Pacific Hydrotech Corporation for Bath Well Treatement Plant) APPENDIX “B”
(22-005/ARPA)
REQUESTED BY: ____________________________________________ Contractor
Date:_____________
ACCEPTED BY: ____________________________________________ City (Project Manager)
Date:_____________
APPROVED BY: ____________________________________________ City (City Engineer)
Date:_____________

5.1.b
Packet Pg. 1642 Attachment: Bath Improvement Bid Documents (Award of Contract to Pacific Hydrotech Corporation for Bath Well Treatement Plant) APPENDIX “C”
(22-005/ARPA)

CITY OF SAN JACINTO

TRAFFIC CONTROL REQUIREMENTS

1. The Contractor shall obtain a City Permit for work performed in the City right-of-way and provide the City with general liability insurance as stated on page B-5, naming the City and Tri Lake Consultants as additional insureds.

2. It is the responsibility of the Contractor performing work on a public street to install and maintain the traffic control devices according to the “Work Area Traffic Control Handbook”, latest edition, to insure the safe movement of traffic and pedestrians through or around the work area and provide maximum protection and safety to construction workers. The Contractor shall submit a traffic control plan for approval prior to start of work for any conditions not covered by the MTUCD TRAFFIC CONTROL.

3. FLASHING ARROW BOARD(S) ARE MANDATORY FOR LANE CLOSURES ON MAJOR STREETS. They shall operate until traffic control is removed.

4. All travel lanes shall be open between 5:00 a.m. and 8:30 a.m. and between 3:30 p.m. and 9:00 p.m. One travel lane in each direction shall be open at all times between 8:30 a.m. and 3:30 p.m. Flaggers may be used if one lane in each direction cannot be kept open with the approval of the Traffic Engineer. All traffic lanes shall be open before and after work hours.

5. All open trenches shall be covered with non-skid steel plates or temporary asphalt pavement before and after work hours. All open trenches shall be backfilled within 72 hours.

6. All signs, delineators, barricades, etc., shall conform to the State of California Standard Specifications latest edition, the California Department of Transportation “Manual of Traffic Control for Construction and Maintenance Work Zones: (latest edition), and the “MTUCD”, latest edition. All barricades shall be equipped with flashing/steady burn warning lamps at night. All cones, delineators, barricades, and "k" rail shall be reflectorized. All traffic control shall be kept in their proper position at all times, and shall be repaired, replaced, or cleaned as necessary to preserve their appearance and continuity. Any devices not part of the required traffic control or detours shall be removed from the view of the travelling public immediately.

7. Where necessary, properly post "TEMPORARY NO PARKING ANYTIME" signs at least 48 hours before start of work. The Contractor shall notify the local Police Department immediately upon posting signs.

8. Vehicular and pedestrian access to adjacent properties shall be provided at all times. Closed sidewalks shall be posted with “SIDEWALK CLOSED” signs at each approach to the closure and an approved alternate route provided.

9. Protect traffic signal detectors in place or replace within 5 calendar days of final paving. All detectors damaged by the work shall be replaced to the standards of the City Public Works Department.

10. Notify City Engineering Department at least 48 hours prior to any work in right-of-way.

11. Any revisions to the traffic control plans or requirements shall be approved by the City Engineer.

12. In case of conflict between the above and these stated in the specifications and plans, the most stringent shall apply.

13. Traffic control plans shall be required and submitted by Contractor. The plans shall be prepared by a Registered Engineer.

5.1.b
Packet Pg. 1643 Attachment: Bath Improvement Bid Documents (Award of Contract to Pacific Hydrotech Corporation for Bath Well Treatement Plant) APPENDIX “D”
(22-005/ARPA)

SPECIAL FEDERAL PROVISIONS

THE FOLLOWING DOCUMENTS ARE INCORPORATED HEREIN BY REFERENCE AS IF SET FORTH IN THEIR ENTIRETY:

County of Riverside Economic Development Agency – Special Federal Provisions – Construction Bid Document – Projects Over $100,000

5.1.b
Packet Pg. 1644 Attachment: Bath Improvement Bid Documents (Award of Contract to Pacific Hydrotech Corporation for Bath Well Treatement Plant) 9/27/23, 12:44 PM SAM.gov
https://sam.gov/wage-determination/CA20230025/9 1/23
"General Decision Number: CA20230025 09/08/2023
Superseded General Decision Number: CA20220025
State: California
Construction Types: Building, Heavy (Heavy and Dredging) and Highway
County: Riverside County in California.

BUILDING CONSTRUCTION PROJECTS; DREDGING PROJECTS (does not include hopper dredge work); HEAVY CONSTRUCTION PROJECTS (does not include water well drilling); HIGHWAY CONSTRUCTION PROJECTS Note: Contracts subject to the Davis-Bacon Act are generally required to pay at least the applicable minimum wage rate required under Executive Order 14026 or Executive Order 13658.

Additional information on contractor requirements and worker protections under the Executive Orders is available at
http://www.dol.gov/whd/govcontracts.

APPENDIX “E”
Federal General Decision Number CA
20230025

5.1.b
Packet Pg. 1645 Attachment: Bath Improvement Bid Documents (Award of Contract to Pacific Hydrotech Corporation for Bath Well Treatement Plant) 9/27/23, 12:44 PM SAM.gov
https://sam.gov/wage-determination/CA20230025/9 2/23
Modification Number Publication Date 0 01/06/2023 1 01/13/2023 2 01/20/2023 3 02/10/2023 4 04/07/2023 5 06/30/2023 6 07/14/2023 7 08/11/2023 8 08/18/2023 9 09/08/2023 ASBE0005-002 07/04/2022
Rates Fringes
Asbestos Workers/Insulator
(Includes the application of
all insulating materials,
protective coverings,
coatings, and finishes to all
types of mechanical systems).....$ 49.58 25.27
Fire Stop Technician
(Application of Firestopping
Materials for wall openings
and penetrations in walls,
floors, ceilings and curtain
walls)...........................$ 32.09 19.66
---------------------------------------------------------------- ASBE0005-004 07/04/2022
Rates Fringes
Asbestos Removal
worker/hazardous material
handler (Includes
preparation, wetting,
stripping, removal,
scrapping, vacuuming, bagging
and disposing of all
insulation materials from
mechanical systems, whether
they contain asbestos or not)....$ 23.52 13.37
---------------------------------------------------------------- BOIL0092-003 01/01/2021
Rates Fringes
BOILERMAKER......................$ 46.03 38.81
---------------------------------------------------------------- * BRCA0004-011 05/01/2020
Rates Fringes
BRICKLAYER; MARBLE SETTER........$ 41.48 18.63
*The wage scale for prevailing wage projects performed in Blythe, China lake, Death Valley, Fort Irwin, Twenty-Nine Palms, Needles and 1-15 corridor (Barstow to the Nevada State Line) will be Three Dollars ($3.00) above the
standard San Bernardino/Riverside County hourly wage rate ---------------------------------------------------------------- BRCA0018-004 06/01/2022

5.1.b
Packet Pg. 1646 Attachment: Bath Improvement Bid Documents (Award of Contract to Pacific Hydrotech Corporation for Bath Well Treatement Plant) 9/27/23, 12:44 PM SAM.gov
https://sam.gov/wage-determination/CA20230025/9 3/23
Rates Fringes
MARBLE FINISHER..................$ 37.87 14.13
TILE FINISHER....................$ 32.44 12.54
TILE LAYER.......................$ 45.05 18.33
---------------------------------------------------------------- BRCA0018-010 09/01/2022
Rates Fringes
TERRAZZO FINISHER................$ 38.37 14.13
TERRAZZO WORKER/SETTER...........$ 46.49 14.66
---------------------------------------------------------------- CARP0213-001 07/01/2021
Rates Fringes

CARPENTER
(1) Carpenter, Cabinet
Installer, Insulation
Installer, Hardwood Floor
Worker and acoustical
installer...................$ 51.60 16.28
(2) Millwright..............$ 52.10 16.48
(3) Piledrivermen/Derrick
Bargeman, Bridge or Dock
Carpenter, Heavy Framer,
Rock Bargeman or Scowman,
Rockslinger, Shingler
(Commercial)................$ 51.73 16.28
(4) Pneumatic Nailer,
Power Stapler...............$ 51.85 16.28
(5) Sawfiler...............$ 51.69 16.28
(6) Scaffold Builder.......$ 42.80 16.28
(7) Table Power Saw
Operator....................$ 51.70 16.28
FOOTNOTE: Work of forming in the construction of open cut sewers or storm drains, on operations in which horizontal lagging is used in conjunction with steel H-Beams driven or placed in pre- drilled holes, for that portion of a lagged trench against which concrete is poured, namely, as a
substitute for back forms (which work is performed by
piledrivers): $0.13 per hour additional.
---------------------------------------------------------------- CARP0213-002 07/01/2021
Rates Fringes
Diver
(1) Wet.....................$ 834.40 16.28
(2) Standby.................$ 445.84 16.28
(3) Tender..................$ 437.84 16.28
(4) Assistant Tender........$ 413.84 16.28
Amounts in ""Rates' column are per day
---------------------------------------------------------------- CARP0213-004 07/01/2021
Rates Fringes
Drywall
DRYWALL INSTALLER/LATHER....$ 51.60 16.28
STOCKER/SCRAPPER............$ 22.16 8.62

5.1.b
Packet Pg. 1647 Attachment: Bath Improvement Bid Documents (Award of Contract to Pacific Hydrotech Corporation for Bath Well Treatement Plant) 9/27/23, 12:44 PM SAM.gov
https://sam.gov/wage-determination/CA20230025/9 4/23
---------------------------------------------------------------- CARP0721-001 07/01/2021
Rates Fringes
Modular Furniture Installer......$ 21.85 7.15
---------------------------------------------------------------- ELEC0440-001 12/26/2022
Rates Fringes

ELECTRICIAN
INSIDE ELECTRICIAN..........$ 52.51 3%+25.41

INTELLIGENT TRANSPORTATION

SYSTEMS
Electrician................$ 36.99 3%+23.18
Technician.................$ 27.75 3%+23.18
ZONE PAY: Zone A: Free travel zone for all contractors
performing work in Zone A.

Zone B:Any work performed in Zone (B) shall add $12.00 per hour to the current wage scale. Zone (B) shall be the area from the eastern perimeter of Zone (A) to a line which runs north and south begininng at Little Morongo Canyon (San Bernardino/Riverside County Line), Southeast along the
Coachella Tunnels, Colorado River Aqueduct and Mecca
Tunnels to Pinkham Wash then South to Box Canyon Road, then southwest along Box Canyon Road to Highway 195 west onto 195 south to Highway 86 to Riverside/Imperial County Line. ---------------------------------------------------------------- ELEC1245-001 06/01/2022
Rates Fringes

LINE CONSTRUCTION
(1) Lineman; Cable splicer..$ 64.40 22.58
(2) Equipment specialist
(operates crawler
tractors, commercial motor
vehicles, backhoes,
trenchers, cranes (50 tons
and below), overhead &
underground distribution
line equipment).............$ 50.00 21.30
(3) Groundman...............$ 38.23 20.89
(4) Powderman...............$ 51.87 18.79
HOLIDAYS: New Year's Day, M.L. King Day, Memorial Day,
Independence Day, Labor Day, Veterans Day, Thanksgiving Day and day after Thanksgiving, Christmas Day
---------------------------------------------------------------- ELEV0018-001 01/01/2023
Rates Fringes
ELEVATOR MECHANIC................$ 63.95 37.335+a+b
FOOTNOTE:
a. PAID VACATION: Employer contributes 8% of regular hourly rate as vacation pay credit for employees with more than 5 years of service, and 6% for 6 months to 5 years of service. b. PAID HOLIDAYS: New Year's Day, Memorial Day, Independence

5.1.b
Packet Pg. 1648 Attachment: Bath Improvement Bid Documents (Award of Contract to Pacific Hydrotech Corporation for Bath Well Treatement Plant) 9/27/23, 12:44 PM SAM.gov
https://sam.gov/wage-determination/CA20230025/9 5/23
Day, Labor Day, Veterans' Day, Thanksgiving Day, Friday after Thanksgiving, and Christmas Day.
---------------------------------------------------------------- ENGI0012-003 07/01/2022
Rates Fringes
OPERATOR: Power Equipment
(All Other Work)
GROUP 1....................$ 51.90 30.70
GROUP 2....................$ 52.68 30.70
GROUP 3....................$ 52.97 30.70
GROUP 4....................$ 54.46 30.70
GROUP 5....................$ 48.96 25.25
GROUP 6....................$ 54.68 30.70
GROUP 8....................$ 54.79 30.70
GROUP 9....................$ 49.29 25.25
GROUP 10....................$ 54.91 30.70
GROUP 11....................$ 49.41 25.25
GROUP 12....................$ 55.08 30.70
GROUP 13....................$ 55.18 30.70
GROUP 14....................$ 55.21 30.70
GROUP 15....................$ 55.29 30.70
GROUP 16....................$ 55.41 30.70
GROUP 17....................$ 55.58 30.70
GROUP 18....................$ 55.68 30.70
GROUP 19....................$ 55.79 30.70
GROUP 20....................$ 55.91 30.70
GROUP 21....................$ 56.08 30.70
GROUP 22....................$ 56.18 30.70
GROUP 23....................$ 56.29 30.70
GROUP 24....................$ 56.41 30.70
GROUP 25....................$ 56.58 30.70
OPERATOR: Power Equipment
(Cranes, Piledriving &
Hoisting)
GROUP 1....................$ 53.25 30.70
GROUP 2....................$ 54.03 30.70
GROUP 3....................$ 54.32 30.70
GROUP 4....................$ 54.46 30.70
GROUP 5....................$ 54.68 30.70
GROUP 6....................$ 54.79 30.70
GROUP 7....................$ 54.91 30.70
GROUP 8....................$ 55.08 30.70
GROUP 9....................$ 55.25 30.70
GROUP 10....................$ 56.25 30.70
GROUP 11....................$ 57.25 30.70
GROUP 12....................$ 58.25 30.70
GROUP 13....................$ 59.25 30.70
OPERATOR: Power Equipment
(Tunnel Work)
GROUP 1....................$ 54.53 30.70
GROUP 2....................$ 54.82 30.70
GROUP 3....................$ 54.96 30.70
GROUP 4....................$ 55.18 30.70
GROUP 5....................$ 55.29 30.70
GROUP 6....................$ 55.41 30.70
GROUP 7....................$ 55.71 30.70
PREMIUM PAY:
$3.75 per hour shall be paid on all Power Equipment Operator work on the followng Military Bases: China Lake Naval
Reserve, Vandenberg AFB, Point Arguello, Seely Naval Base, Fort Irwin, Nebo Annex Marine Base, Marine Corp Logistics

5.1.b
Packet Pg. 1649 Attachment: Bath Improvement Bid Documents (Award of Contract to Pacific Hydrotech Corporation for Bath Well Treatement Plant) 9/27/23, 12:44 PM SAM.gov
https://sam.gov/wage-determination/CA20230025/9 6/23
Base Yermo, Edwards AFB, 29 Palms Marine Base and Camp
Pendleton
Workers required to suit up and work in a hazardous material environment: $2.00 per hour additional. Combination mixer and compressor operator on gunite work shall be classified as a concrete mobile mixer operator.

SEE ZONE DEFINITIONS AFTER CLASSIFICATIONS

POWER EQUIPMENT OPERATORS CLASSIFICATIONS
GROUP 1: Bargeman; Brakeman; Compressor operator; Ditch Witch, with seat or similar type equipment; Elevator
operator-inside; Engineer Oiler; Forklift operator
(includes loed, lull or similar types under 5 tons;
Generator operator; Generator, pump or compressor plant operator; Pump operator; Signalman; Switchman
GROUP 2: Asphalt-rubber plant operator (nurse tank operator); Concrete mixer operator-skip type; Conveyor operator;
Fireman; Forklift operator (includes loed, lull or similar types over 5 tons; Hydrostatic pump operator; oiler crusher (asphalt or concrete plant); Petromat laydown machine; PJU side dum jack; Screening and conveyor machine operator (or similar types); Skiploader (wheel type up to 3/4 yd.
without attachment); Tar pot fireman; Temporary heating plant operator; Trenching machine oiler
GROUP 3: Asphalt-rubber blend operator; Bobcat or similar type (Skid steer); Equipment greaser (rack); Ford Ferguson (with dragtype attachments); Helicopter radioman (ground); Stationary pipe wrapping and cleaning machine operator
GROUP 4: Asphalt plant fireman; Backhoe operator (mini-max or similar type); Boring machine operator; Boxman or mixerman (asphalt or concrete); Chip spreading machine operator; Concrete cleaning decontamination machine operator;
Concrete Pump Operator (small portable); Drilling machine operator, small auger types (Texoma super economatic or similar types - Hughes 100 or 200 or similar types -
drilling depth of 30' maximum); Equipment greaser (grease truck); Guard rail post driver operator; Highline cableway signalman; Hydra-hammer-aero stomper; Micro Tunneling
(above ground tunnel); Power concrete curing machine
operator; Power concrete saw operator; Power-driven jumbo form setter operator; Power sweeper operator; Rock Wheel Saw/Trencher; Roller operator (compacting); Screed operator (asphalt or concrete); Trenching machine operator (up to 6 ft.); Vacuum or much truck
GROUP 5: Equipment Greaser (Grease Truck/Multi Shift).

GROUP 6: Articulating material hauler; Asphalt plant
engineer; Batch plant operator; Bit sharpener; Concrete joint machine operator (canal and similar type); Concrete planer operator; Dandy digger; Deck engine operator;
Derrickman (oilfield type); Drilling machine operator,
bucket or auger types (Calweld 100 bucket or similar types - Watson 1000 auger or similar types - Texoma 330, 500 or 600 auger or similar types - drilling depth of 45'
maximum); Drilling machine operator; Hydrographic seeder machine operator (straw, pulp or seed), Jackson track
maintainer, or similar type; Kalamazoo Switch tamper, or similar type; Machine tool operator; Maginnis internal full

5.1.b
Packet Pg. 1650 Attachment: Bath Improvement Bid Documents (Award of Contract to Pacific Hydrotech Corporation for Bath Well Treatement Plant) 9 /27/23, 12:44PMSAM.gov
https://sam.gov/wage-determination/CA20230025/97/23
slab vibrator, Mechanical berm, curb or gutter(concrete or asphalt); Mechanical finisher operator (concrete,
Clary-Johnson-Bidwell or similar); Micro tunnel system
(below ground); Pavement breaker operator (truck mounted); Road oil mixing machine operator; Roller operator (asphalt or finish), rubber-tired earth moving equipment (single engine, up to and including 25 yds. struck); Self-propelled tar pipelining machine operator; Skiploader operator
(crawler and wheel type, over 3/4 yd. and up to and
including 1-1/2 yds.); Slip form pump operator (power
driven hydraulic lifting device for concrete forms);
Tractor operator-bulldozer, tamper-scraper (single engine, up to 100 h.p. flywheel and similar types, up to and
including D-5 and similar types); Tugger hoist operator (1 drum); Ultra high pressure waterjet cutting tool system operator; Vacuum blasting machine operator
GROUP 8: Asphalt or concrete spreading operator (tamping or finishing); Asphalt paving machine operator (Barber Greene or similar type); Asphalt-rubber distribution operator; Backhoe operator (up to and including 3/4 yd.), small ford, Case or similar; Cast-in-place pipe laying machine
operator; Combination mixer and compressor operator (gunite work); Compactor operator (self-propelled); Concrete mixer operator (paving); Crushing plant operator; Drill Doctor; Drilling machine operator, Bucket or auger types (Calweld 150 bucket or similar types - Watson 1500, 2000 2500 auger or similar types - Texoma 700, 800 auger or similar types - drilling depth of 60' maximum); Elevating grader operator; Grade checker; Gradall operator; Grouting machine operator; Heavy-duty repairman; Heavy equipment robotics operator; Kalamazoo balliste regulator or similar type; Kolman belt loader and similar type; Le Tourneau blob compactor or
similar type; Loader operator (Athey, Euclid, Sierra and similar types); Mobark Chipper or similar; Ozzie padder or similar types; P.C. slot saw; Pneumatic concrete placing machine operator (Hackley-Presswell or similar type);
Pumpcrete gun operator; Rock Drill or similar types; Rotary drill operator (excluding caisson type); Rubber-tired
earth-moving equipment operator (single engine,
caterpillar, Euclid, Athey Wagon and similar types with any and all attachments over 25 yds. up to and including 50 cu. yds. struck); Rubber-tired earth-moving equipment operator (multiple engine up to and including 25 yds. struck);
Rubber-tired scraper operator (self-loading paddle wheel type-John Deere, 1040 and similar single unit); Self-
propelled curb and gutter machine operator; Shuttle buggy; Skiploader operator (crawler and wheel type over 1-1/2 yds. up to and including 6-1/2 yds.); Soil remediation plant operator; Surface heaters and planer operator; Tractor
compressor drill combination operator; Tractor operator (any type larger than D-5 - 100 flywheel h.p. and over, or similar-bulldozer, tamper, scraper and push tractor single engine); Tractor operator (boom attachments), Traveling pipe wrapping, cleaning and bendng machine operator;
Trenching machine operator (over 6 ft. depth capacity,
manufacturer's rating); trenching Machine with Road Miner attachment (over 6 ft depth capacity): Ultra high pressure waterjet cutting tool system mechanic; Water pull
(compaction) operator
GROUP 9: Heavy Duty Repairman
GROUP 10: Drilling machine operator, Bucket or auger types (Calweld 200 B bucket or similar types-Watson 3000 or 5000

5.1.b
Packet Pg. 1651 Attachment: Bath Improvement Bid Documents (Award of Contract to Pacific Hydrotech Corporation for Bath Well Treatement Plant) 9 /27/23, 12:44PMSAM.gov
https://sam.gov/wage-determination/CA20230025/98/23
auger or similar types-Texoma 900 auger or similar
types-drilling depth of 105' maximum); Dual drum mixer, dynamic compactor LDC350 (or similar types); Monorail
locomotive operator (diesel, gas or electric); Motor
patrol-blade operator (single engine); Multiple engine
tractor operator (Euclid and similar type-except Quad 9 cat.); Rubber-tired earth-moving equipment operator (single engine, over 50 yds. struck); Pneumatic pipe ramming tool and similar types; Prestressed wrapping machine operator; Rubber-tired earth-moving equipment operator (single
engine, over 50 yds. struck); Rubber tired earth moving equipment operator (multiple engine, Euclid, caterpillar and similar over 25 yds. and up to 50 yds. struck), Tower crane repairman; Tractor loader operator (crawler and wheel type over 6-1/2 yds.); Woods mixer operator (and similar Pugmill equipment)
GROUP 11: Heavy Duty Repairman - Welder Combination, Welder - Certified.

GROUP 12: Auto grader operator; Automatic slip form operator; Drilling machine operator, bucket or auger types (Calweld, auger 200 CA or similar types - Watson, auger 6000 or
similar types - Hughes Super Duty, auger 200 or similar types - drilling depth of 175' maximum); Hoe ram or similar with compressor; Mass excavator operator less tha 750 cu. yards; Mechanical finishing machine operator; Mobile form traveler operator; Motor patrol operator (multi-engine); Pipe mobile machine operator; Rubber-tired earth- moving equipment operator (multiple engine, Euclid, Caterpillar and similar type, over 50 cu. yds. struck); Rubber-tired self- loading scraper operator (paddle-wheel-auger type self-loading - two (2) or more units)
GROUP 13: Rubber-tired earth-moving equipment operator
operating equipment with push-pull system (single engine, up to and including 25 yds. struck)
GROUP 14: Canal liner operator; Canal trimmer operator; Remote- control earth-moving equipment operator (operating a second piece of equipment: $1.00 per hour additional); Wheel excavator operator (over 750 cu. yds.)
GROUP 15: Rubber-tired earth-moving equipment operator, operating equipment with push-pull system (single engine, Caterpillar, Euclid, Athey Wagon and similar types with any and all attachments over 25 yds. and up to and including 50 yds. struck); Rubber-tired earth-moving equipment operator, operating equipment with push-pull system (multiple
engine-up to and including 25 yds. struck)
GROUP 16: Rubber-tired earth-moving equipment operator, operating equipment with push-pull system (single engine, over 50 yds. struck); Rubber-tired earth-moving equipment operator, operating equipment with push-pull system
(multiple engine, Euclid, Caterpillar and similar, over 25 yds. and up to 50 yds. struck)
GROUP 17: Rubber-tired earth-moving equipment operator, operating equipment with push-pull system (multiple engine, Euclid, Caterpillar and similar, over 50 cu. yds. struck); Tandem tractor operator (operating crawler type tractors in tandem - Quad 9 and similar type)
GROUP 18: Rubber-tired earth-moving equipment operator,

5.1.b
Packet Pg. 1652 Attachment: Bath Improvement Bid Documents (Award of Contract to Pacific Hydrotech Corporation for Bath Well Treatement Plant) 9 /27/23, 12:44PMSAM.gov
https://sam.gov/wage-determination/CA20230025/99/23
operating in tandem (scrapers, belly dumps and similar
types in any combination, excluding compaction units -
single engine, up to and including 25 yds. struck)
GROUP 19: Rotex concrete belt operator (or similar types); Rubber-tired earth-moving equipment operator, operating in tandem (scrapers, belly dumps and similar types in any
combination, excluding compaction units - single engine, Caterpillar, Euclid, Athey Wagon and similar types with any and all attachments over 25 yds.and up to and including 50 cu. yds. struck); Rubber-tired earth-moving equipment
operator, operating in tandem (scrapers, belly dumps and similar types in any combination, excluding compaction
units - multiple engine, up to and including 25 yds. struck) GROUP 20: Rubber-tired earth-moving equipment operator, operating in tandem (scrapers, belly dumps and similar
types in any combination, excluding compaction units -
single engine, over 50 yds. struck); Rubber-tired
earth-moving equipment operator, operating in tandem
(scrapers, belly dumps, and similar types in any
combination, excluding compaction units - multiple engine, Euclid, Caterpillar and similar, over 25 yds. and up to 50 yds. struck)
GROUP 21: Rubber-tired earth-moving equipment operator, operating in tandem (scrapers, belly dumps and similar
types in any combination, excluding compaction units -
multiple engine, Euclid, Caterpillar and similar type, over 50 cu. yds. struck)
GROUP 22: Rubber-tired earth-moving equipment operator, operating equipment with the tandem push-pull system
(single engine, up to and including 25 yds. struck)
GROUP 23: Rubber-tired earth-moving equipment operator, operating equipment with the tandem push-pull system
(single engine, Caterpillar, Euclid, Athey Wagon and
similar types with any and all attachments over 25 yds. and up to and including 50 yds. struck); Rubber-tired
earth-moving equipment operator, operating with the tandem push-pull system (multiple engine, up to and including 25 yds. struck)
GROUP 24: Rubber-tired earth-moving equipment operator, operating equipment with the tandem push-pull system
(single engine, over 50 yds. struck); Rubber-tired
earth-moving equipment operator, operating equipment with the tandem push-pull system (multiple engine, Euclid,
Caterpillar and similar, over 25 yds. and up to 50 yds. struck)
GROUP 25: Concrete pump operator-truck mounted; Rubber-tired earth-moving equipment operator, operating equipment with the tandem push-pull system (multiple engine, Euclid,
Caterpillar and similar type, over 50 cu. yds. struck)

CRANES, PILEDRIVING AND HOISTING EQUIPMENT CLASSIFICATIONS GROUP 1: Engineer oiler; Fork lift operator (includes loed, lull or similar types)
GROUP 2: Truck crane oiler
GROUP 3: A-frame or winch truck operator; Ross carrier

5.1.b
Packet Pg. 1653 Attachment: Bath Improvement Bid Documents (Award of Contract to Pacific Hydrotech Corporation for Bath Well Treatement Plant) 9 /27/23, 12:44PMSAM.gov
https://sam.gov/wage-determination/CA20230025/910/23
operator (jobsite)
GROUP 4: Bridge-type unloader and turntable operator;
Helicopter hoist operator
GROUP 5: Hydraulic boom truck; Stinger crane (Austin-Western or similar type); Tugger hoist operator (1 drum)
GROUP 6: Bridge crane operator; Cretor crane operator; Hoist operator (Chicago boom and similar type); Lift mobile
operator; Lift slab machine operator (Vagtborg and similar types); Material hoist and/or manlift operator; Polar
gantry crane operator; Self Climbing scaffold (or similar type); Shovel, backhoe, dragline, clamshell operator (over 3/4 yd. and up to 5 cu. yds. mrc); Tugger hoist operator GROUP 7: Pedestal crane operator; Shovel, backhoe, dragline, clamshell operator (over 5 cu. yds. mrc); Tower crane
repair; Tugger hoist operator (3 drum)
GROUP 8: Crane operator (up to and including 25 ton
capacity); Crawler transporter operator; Derrick barge
operator (up to and including 25 ton capacity); Hoist
operator, stiff legs, Guy derrick or similar type (up to and including 25 ton capacity); Shovel, backhoe, dragline, clamshell operator (over 7 cu. yds., M.R.C.)
GROUP 9: Crane operator (over 25 tons and up to and including 50 tons mrc); Derrick barge operator (over 25 tons up to and including 50 tons mrc); Highline cableway operator; Hoist operator, stiff legs, Guy derrick or similar type (over 25 tons up to and including 50 tons mrc); K-crane operator; Polar crane operator; Self erecting tower crane operator maximum lifting capacity ten tons
GROUP 10: Crane operator (over 50 tons and up to and
including 100 tons mrc); Derrick barge operator (over 50 tons up to and including 100 tons mrc); Hoist operator, stiff legs, Guy derrick or similar type (over 50 tons up to and including 100 tons mrc), Mobile tower crane operator (over 50 tons, up to and including 100 tons M.R.C.); Tower crane operator and tower gantry
GROUP 11: Crane operator (over 100 tons and up to and
including 200 tons mrc); Derrick barge operator (over 100 tons up to and including 200 tons mrc); Hoist operator, stiff legs, Guy derrick or similar type (over 100 tons up to and including 200 tons mrc); Mobile tower crane operator (over 100 tons up to and including 200 tons mrc)
GROUP 12: Crane operator (over 200 tons up to and including 300 tons mrc); Derrick barge operator (over 200 tons up to and including 300 tons mrc); Hoist operator, stiff legs, Guy derrick or similar type (over 200 tons, up to and
including 300 tons mrc); Mobile tower crane operator (over 200 tons, up to and including 300 tons mrc)
GROUP 13: Crane operator (over 300 tons); Derrick barge operator (over 300 tons); Helicopter pilot; Hoist operator, stiff legs, Guy derrick or similar type (over 300 tons); Mobile tower crane operator (over 300 tons)

TUNNEL CLASSIFICATIONS
GROUP 1: Skiploader (wheel type up to 3/4 yd. without

5.1.b
Packet Pg. 1654 Attachment: Bath Improvement Bid Documents (Award of Contract to Pacific Hydrotech Corporation for Bath Well Treatement Plant) 9 /27/23, 12:44PMSAM.gov
https://sam.gov/wage-determination/CA20230025/911/23
attachment)
GROUP 2: Power-driven jumbo form setter operator
GROUP 3: Dinkey locomotive or motorperson (up to and
including 10 tons)
GROUP 4: Bit sharpener; Equipment greaser (grease truck); Slip form pump operator (power-driven hydraulic lifting device for concrete forms); Tugger hoist operator (1 drum); Tunnel locomotive operator (over 10 and up to and including 30 tons)
GROUP 5: Backhoe operator (up to and including 3/4 yd.); Small Ford, Case or similar; Drill doctor; Grouting machine operator; Heading shield operator; Heavy-duty repairperson; Loader operator (Athey, Euclid, Sierra and similar types); Mucking machine operator (1/4 yd., rubber-tired, rail or track type); Pneumatic concrete placing machine operator (Hackley-Presswell or similar type); Pneumatic heading
shield (tunnel); Pumpcrete gun operator; Tractor compressor drill combination operator; Tugger hoist operator (2 drum); Tunnel locomotive operator (over 30 tons)
GROUP 6: Heavy Duty Repairman
GROUP 7: Tunnel mole boring machine operator

ENGINEERS ZONES
$1.00 additional per hour for all of IMPERIAL County and the portions of KERN, RIVERSIDE & SAN BERNARDINO Counties as defined below:

That area within the following Boundary: Begin in San
Bernardino County, approximately 3 miles NE of the intersection of I-15 and the California State line at that point which is the NW corner of Section 1, T17N,m R14E, San Bernardino Meridian. Continue W in a straight line to that point which is the SW corner of the northwest quarter of Section 6, T27S, R42E, Mt. Diablo Meridian. Continue North to the intersection with the Inyo County Boundary at that point which is the NE corner of the western half of the northern quarter of Section 6, T25S, R42E, MDM. Continue W along the Inyo and San
Bernardino County boundary until the intersection with Kern County, as that point which is the SE corner of Section 34, T24S, R40E, MDM. Continue W along the Inyo and Kern County boundary until the intersection with Tulare County, at that point which is the SW corner of the SE quarter of Section 32, T24S, R37E, MDM. Continue W along the Kern and Tulare County boundary, until that point which is the NW corner of T25S, R32E, MDM. Continue S following R32E lines to the NW corner of T31S, R32E, MDM. Continue W to the NW corner of T31S, R31E, MDM. Continue S to the SW corner of T32S, R31E, MDM. Continue W to SW corner of SE quarter of Section 34, T32S, R30E, MDM.

Continue S to SW corner of T11N, R17W, SBM. Continue E along south boundary of T11N, SBM to SW corner of T11N, R7W, SBM.

Continue S to SW corner of T9N, R7W, SBM. Continue E along south boundary of T9N, SBM to SW corner of T9N, R1E, SBM.

Continue S along west boundary of R1E, SMB to Riverside County line at the SW corner of T1S, R1E, SBM. Continue E along south boundary of T1s, SBM (Riverside County Line) to SW corner of T1S, R10E, SBM. Continue S along west boundary of R10E, SBM to Imperial County line at the SW corner of T8S, R10E, SBM.

Continue W along Imperial and Riverside county line to NW

5.1.b
Packet Pg. 1655 Attachment: Bath Improvement Bid Documents (Award of Contract to Pacific Hydrotech Corporation for Bath Well Treatement Plant) 9/27/23, 12:44 PM SAM.gov
https://sam.gov/wage-determination/CA20230025/9 12/23
corner of T9S, R9E, SBM. Continue S along the boundary between Imperial and San Diego Counties, along the west edge of R9E, SBM to the south boundary of Imperial County/California state line. Follow the California state line west to Arizona state line, then north to Nevada state line, then continuing NW back to start at the point which is the NW corner of Section 1, T17N, R14E, SBM
$1.00 additional per hour for portions of SAN LUIS OBISPO, KERN, SANTA BARBARA & VENTURA as defined below:

That area within the following Boundary: Begin approximately 5 miles north of the community of Cholame, on the Monterey County and San Luis Obispo County boundary at the NW corner of T25S, R16E, Mt. Diablo Meridian. Continue south along the west side of R16E to the SW corner of T30S, R16E, MDM. Continue E to SW corner of T30S, R17E, MDM. Continue S to SW corner of T31S, R17E, MDM. Continue E to SW corner of T31S, R18E, MDM.

Continue S along West side of R18E, MDM as it crosses into San Bernardino Meridian numbering area and becomes R30W. Follow the west side of R30W, SBM to the SW corner of T9N, R30W, SBM.

Continue E along the south edge of T9N, SBM to the Santa Barbara County and Ventura County boundary at that point whch is the SW corner of Section 34.T9N, R24W, SBM, continue S along the Ventura County line to that point which is the SW corner of the SE quarter of Section 32, T7N, R24W, SBM. Continue E along the south edge of T7N, SBM to the SE corner to T7N, R21W, SBM. Continue N along East side of R21W, SBM to Ventura County and Kern County boundary at the NE corner of T8N, R21W.

Continue W along the Ventura County and Kern County boundary to the SE corner of T9N, R21W. Continue North along the East edge of R21W, SBM to the NE corner of T12N, R21W, SBM. Continue West along the north edge of T12N, SBM to the SE corner of T32S, R21E, MDM. [T12N SBM is a think strip between T11N SBM and T32S MDM]. Continue North along the East side of R21E, MDM to the Kings County and Kern County border at the NE corner of T25S, R21E, MDM, continue West along the Kings County and Kern County Boundary until the intersection of San Luis Obispo County. Continue west along the Kings County and San Luis Obispo County boundary until the intersection with Monterey County. Continue West along the Monterey County and San Luis Obispo County boundary to the beginning point at the NW corner of T25S, R16E, MDM.
$2.00 additional per hour for INYO and MONO Counties and the Northern portion of SAN BERNARDINO County as defined below:

That area within the following Boundary: Begin at the
intersection of the northern boundary of Mono County and the California state line at the point which is the center of Section 17, T10N, R22E, Mt. Diablo Meridian. Continue S then SE along the entire western boundary of Mono County, until it reaches Inyo County at the point which is the NE corner of the Western half of the NW quarter of Section 2, T8S, R29E, MDM.

Continue SSE along the entire western boundary of Inyo County, until the intersection with Kern County at the point which is the SW corner of the SE 1/4 of Section 32, T24S, R37E, MDM.

Continue E along the Inyo and Kern County boundary until the intersection with San Bernardino County at that point which is the SE corner of section 34, T24S, R40E, MDM. Continue E along the Inyo and San Bernardino County boundary until the point which is the NE corner of the Western half of the NW quarter of Section 6, T25S, R42E, MDM. Continue S to that point which is the SW corner of the NW quarter of Section 6, T27S, R42E, MDM.

5.1.b
Packet Pg. 1656 Attachment: Bath Improvement Bid Documents (Award of Contract to Pacific Hydrotech Corporation for Bath Well Treatement Plant) 9 /27/23, 12:44PMSAM.gov
https://sam.gov/wage-determination/CA20230025/913/23
Continue E in a straight line to the California and Nevada state border at the point which is the NW corner of Section 1, T17N, R14E, San Bernardino Meridian. Then continue NW along the state line to the starting point, which is the center of Section 18, T10N, R22E, MDM.

REMAINING AREA NOT DEFINED ABOVE RECIEVES BASE RATE
---------------------------------------------------------------- ENGI0012-004 08/01/2023
Rates Fringes
OPERATOR: Power Equipment
(DREDGING)
(1) Leverman................$ 64.10 34.60
(2) Dredge dozer............$ 58.13 34.60
(3) Deckmate................$ 58.02 34.60
(4) Winch operator (stern
winch on dredge)............$ 57.47 34.60
(5) Fireman-Oiler,
Deckhand, Bargeman,
Leveehand...................$ 56.93 34.60
(6) Barge Mate..............$ 57.54 34.60
---------------------------------------------------------------- IRON0433-006 01/01/2023
Rates Fringes

IRONWORKER
Fence Erector...............$ 41.28 25.66
Ornamental, Reinforcing
and Structural..............$ 46.20 34.30
PREMIUM PAY:
$9.00 additional per hour at the following locations:

China Lake Naval Test Station, Chocolate Mountains Naval Reserve-Niland,
Edwards AFB, Fort Irwin Military Station, Fort Irwin Training Center-Goldstone, San Clemente Island, San Nicholas Island, Susanville Federal Prison, 29 Palms - Marine Corps, U.S. Marine Base - Barstow, U.S. Naval Air Facility - Sealey, Vandenberg AFB Army Defense Language Institute - Monterey, Fallon Air Base, Naval Post Graduate School - Monterey, Yermo Marine Corps Logistics Center
Port Hueneme, Port Mugu, U.S. Coast Guard Station - Two Rock ---------------------------------------------------------------- LABO0300-005 08/01/2022
Rates Fringes
Asbestos Removal Laborer.........$ 39.23 23.28
SCOPE OF WORK: Includes site mobilization, initial site cleanup, site preparation, removal of asbestos-containing material and toxic waste, encapsulation, enclosure and
disposal of asbestos- containing materials and toxic waste by hand or with equipment or machinery; scaffolding,
fabrication of temporary wooden barriers and assembly of decontamination stations.

5.1.b
Packet Pg. 1657 Attachment: Bath Improvement Bid Documents (Award of Contract to Pacific Hydrotech Corporation for Bath Well Treatement Plant) 9/27/23, 12:44 PM SAM.gov
https://sam.gov/wage-determination/CA20230025/9 14/23
---------------------------------------------------------------- LABO0345-001 07/01/2022
Rates Fringes

LABORER (GUNITE)
GROUP 1.....................$ 48.50 21.37
GROUP 2.....................$ 47.55 21.37
GROUP 3.....................$ 44.01 21.37
FOOTNOTE: GUNITE PREMIUM PAY: Workers working from a
Bosn'n's Chair or suspended from a rope or cable shall
receive 40 cents per hour above the foregoing applicable classification rates. Workers doing gunite and/or
shotcrete work in a tunnel shall receive 35 cents per hour above the foregoing applicable classification rates, paid on a portal-to-portal basis. Any work performed on, in or above any smoke stack, silo, storage elevator or similar type of structure, when such structure is in excess of
75'-0"" above base level and which work must be performed in whole or in part more than 75'-0"" above base level, that work performed above the 75'-0"" level shall be compensated for at 35 cents per hour above the applicable
classification wage rate.

GUNITE LABORER CLASSIFICATIONS
GROUP 1: Rodmen, Nozzlemen
GROUP 2: Gunmen
GROUP 3: Reboundmen
---------------------------------------------------------------- LABO1184-001 07/01/2022
Rates Fringes
Laborers: (HORIZONTAL

DIRECTIONAL DRILLING)
(1) Drilling Crew Laborer...$ 40.69 18.25
(2) Vehicle Operator/Hauler.$ 40.86 18.25
(3) Horizontal Directional
Drill Operator..............$ 42.71 18.25
(4) Electronic Tracking
Locator.....................$ 44.71 18.25
Laborers: (STRIPING/SLURRY
SEAL)
GROUP 1.....................$ 41.90 21.32
GROUP 2.....................$ 43.20 21.32
GROUP 3.....................$ 45.21 21.32
GROUP 4.....................$ 46.95 21.32

LABORERS - STRIPING CLASSIFICATIONS
GROUP 1: Protective coating, pavement sealing, including repair and filling of cracks by any method on any surface in parking lots, game courts and playgrounds; carstops; operation of all related machinery and equipment; equipment repair technician
GROUP 2: Traffic surface abrasive blaster; pot tender - removal of all traffic lines and markings by any method (sandblasting, waterblasting, grinding, etc.) and

5.1.b
Packet Pg. 1658 Attachment: Bath Improvement Bid Documents (Award of Contract to Pacific Hydrotech Corporation for Bath Well Treatement Plant) 9/27/23, 12:44 PM SAM.gov
https://sam.gov/wage-determination/CA20230025/9 15/23
preparation of surface for coatings. Traffic control
person: controlling and directing traffic through both
conventional and moving lane closures; operation of all related machinery and equipment
GROUP 3: Traffic delineating device applicator: Layout and application of pavement markers, delineating signs, rumble and traffic bars, adhesives, guide markers, other traffic delineating devices including traffic control. This
category includes all traffic related surface preparation (sandblasting, waterblasting, grinding) as part of the
application process. Traffic protective delineating system installer: removes, relocates, installs, permanently
affixed roadside and parking delineation barricades,
fencing, cable anchor, guard rail, reference signs,
monument markers; operation of all related machinery and equipment; power broom sweeper
GROUP 4: Striper: layout and application of traffic stripes and markings; hot thermo plastic; tape traffic stripes and markings, including traffic control; operation of all
related machinery and equipment
---------------------------------------------------------------- LABO1184-002 07/01/2022
Rates Fringes

LABORER (TUNNEL)
GROUP 1.....................$ 45.68 23.30
GROUP 2.....................$ 46.00 23.30
GROUP 3.....................$ 46.46 23.30
GROUP 4.....................$ 47.15 23.30

LABORER
GROUP 1.....................$ 36.39 21.04
GROUP 2.....................$ 36.94 21.04
GROUP 3.....................$ 37.49 21.04
GROUP 4.....................$ 39.04 21.04
GROUP 5.....................$ 39.39 21.04

LABORER CLASSIFICATIONS
GROUP 1: Cleaning and handling of panel forms; Concrete screeding for rough strike-off; Concrete, water curing; Demolition laborer, the cleaning of brick if performed by a worker performing any other phase of demolition work, and the cleaning of lumber; Fire watcher, limber, brush loader, piler and debris handler; Flag person; Gas, oil and/or
water pipeline laborer; Laborer, asphalt-rubber material loader; Laborer, general or construction; Laborer, general clean-up; Laborer, landscaping; Laborer, jetting; Laborer, temporary water and air lines; Material hose operator
(walls, slabs, floors and decks); Plugging, filling of shee bolt holes; Dry packing of concrete; Railroad maintenance, repair track person and road beds; Streetcar and railroad construction track laborers; Rigging and signaling; Scaler; Slip form raiser; Tar and mortar; Tool crib or tool house laborer; Traffic control by any method; Window cleaner; Wire mesh pulling - all concrete pouring operations
GROUP 2: Asphalt shoveler; Cement dumper (on 1 yd. or larger mixer and handling bulk cement); Cesspool digger and
installer; Chucktender; Chute handler, pouring concrete, the handling of the chute from readymix trucks, such as walls, slabs, decks, floors, foundation, footings, curbs,

5.1.b
Packet Pg. 1659 Attachment: Bath Improvement Bid Documents (Award of Contract to Pacific Hydrotech Corporation for Bath Well Treatement Plant) 9 /27/23, 12:44PMSAM.gov
https://sam.gov/wage-determination/CA20230025/916/23
gutters and sidewalks; Concrete curer, impervious membrane and form oiler; Cutting torch operator (demolition); Fine grader, highways and street paving, airport, runways and similar type heavy construction; Gas, oil and/or water
pipeline wrapper - pot tender and form person; Guinea
chaser; Headerboard person - asphalt; Laborer, packing rod steel and pans; Membrane vapor barrier installer; Power broom sweeper (small); Riprap stonepaver, placing stone or wet sacked concrete; Roto scraper and tiller; Sandblaster (pot tender); Septic tank digger and installer(lead); Tank scaler and cleaner; Tree climber, faller, chain saw
operator, Pittsburgh chipper and similar type brush
shredder; Underground laborer, including caisson bellower GROUP 3: Buggymobile person; Concrete cutting torch; Concrete pile cutter; Driller, jackhammer, 2-1/2 ft. drill steel or longer; Dri-pak-it machine; Gas, oil and/or water pipeline wrapper, 6-in. pipe and over, by any method, inside and out; High scaler (including drilling of same); Hydro seeder and similar type; Impact wrench multi-plate; Kettle person, pot person and workers applying asphalt, lay-kold,
creosote, lime caustic and similar type materials
(""applying"" means applying, dipping, brushing or handling of such materials for pipe wrapping and waterproofing); Operator of pneumatic, gas, electric tools, vibrating
machine, pavement breaker, air blasting, come-alongs, and similar mechanical tools not separately classified herein; Pipelayer's backup person, coating, grouting, making of joints, sealing, caulking, diapering and including rubber gasket joints, pointing and any and all other services; Rock slinger; Rotary scarifier or multiple head concrete chipping scarifier; Steel headerboard and guideline setter; Tamper, Barko, Wacker and similar type; Trenching machine, hand-propelled
GROUP 4: Asphalt raker, lute person, ironer, asphalt dump person, and asphalt spreader boxes (all types); Concrete core cutter (walls, floors or ceilings), grinder or sander; Concrete saw person, cutting walls or flat work, scoring old or new concrete; Cribber, shorer, lagging, sheeting and trench bracing, hand-guided lagging hammer; Head rock
slinger; Laborer, asphalt- rubber distributor boot person; Laser beam in connection with laborers' work; Oversize
concrete vibrator operator, 70 lbs. and over; Pipelayer performing all services in the laying and installation of pipe from the point of receiving pipe in the ditch until completion of operation, including any and all forms of tubular material, whether pipe, metallic or non-metallic, conduit and any other stationary type of tubular device used for the conveying of any substance or element, whether water, sewage, solid gas, air, or other product whatsoever and without regard to the nature of material from which the tubular material is fabricated; No-joint pipe and stripping of same; Prefabricated manhole installer; Sandblaster
(nozzle person), water blasting, Porta Shot-Blast
GROUP 5: Blaster powder, all work of loading holes, placing and blasting of all powder and explosives of whatever type, regardless of method used for such loading and placing; Driller: All power drills, excluding jackhammer, whether core, diamond, wagon, track, multiple unit, and any and all other types of mechanical drills without regard to the form of motive power; Toxic waste removal

TUNNEL LABORER CLASSIFICATIONS

5.1.b
Packet Pg. 1660 Attachment: Bath Improvement Bid Documents (Award of Contract to Pacific Hydrotech Corporation for Bath Well Treatement Plant) 9 /27/23, 12:44PMSAM.gov
https://sam.gov/wage-determination/CA20230025/917/23
GROUP 1: Batch plant laborer; Changehouse person; Dump
person; Dump person (outside); Swamper (brake person and switch person on tunnel work); Tunnel materials handling person; Nipper; Pot tender, using mastic or other materials (for example, but not by way of limitation, shotcrete, etc.) GROUP 2: Chucktender, cabletender; Loading and unloading agitator cars; Vibrator person, jack hammer, pneumatic
tools (except driller); Bull gang mucker, track person; Concrete crew, including rodder and spreader
GROUP 3: Blaster, driller, powder person; Chemical grout jet person; Cherry picker person; Grout gun person; Grout mixer person; Grout pump person; Jackleg miner; Jumbo person; Kemper and other pneumatic concrete placer operator; Miner, tunnel (hand or machine); Nozzle person; Operating of
troweling and/or grouting machines; Powder person (primer house); Primer person; Sandblaster; Shotcrete person; Steel form raiser and setter; Timber person, retimber person, wood or steel; Tunnel Concrete finisher
GROUP 4: Diamond driller; Sandblaster; Shaft and raise work ---------------------------------------------------------------- LABO1184-004 07/01/2022
Rates Fringes
Brick Tender.....................$ 37.32 21.45
---------------------------------------------------------------- LABO1414-001 08/03/2022
Rates Fringes

LABORER
PLASTER CLEAN-UP LABORER....$ 38.92 23.32
PLASTER TENDER..............$ 41.47 23.32
Work on a swing stage scaffold: $1.00 per hour additional. ---------------------------------------------------------------- PAIN0036-001 07/01/2023
Rates Fringes
Painters: (Including Lead
Abatement)
(1) Repaint (excludes San
Diego County)...............$ 29.59 17.12
(2) All Other Work..........$ 38.52 18.64
REPAINT of any previously painted structure. Exceptions:
work involving the aerospace industry, breweries,
commercial recreational facilities, hotels which operate commercial establishments as part of hotel service, and sports facilities.
---------------------------------------------------------------- PAIN0036-008 09/01/2022
Rates Fringes
DRYWALL FINISHER/TAPER...........$ 46.28 23.52
---------------------------------------------------------------- PAIN0036-015 01/01/2020

5.1.b
Packet Pg. 1661 Attachment: Bath Improvement Bid Documents (Award of Contract to Pacific Hydrotech Corporation for Bath Well Treatement Plant) 9/27/23, 12:44 PM SAM.gov
https://sam.gov/wage-determination/CA20230025/9 18/23
Rates Fringes
GLAZIER..........................$ 43.45 23.39
FOOTNOTE: Additional $1.25 per hour for work in a condor, from the third (3rd) floor and up Additional $1.25 per
hour for work on the outside of the building from a swing stage or any suspended contrivance, from the ground up
---------------------------------------------------------------- PLAS0200-009 08/03/2022
Rates Fringes
PLASTERER........................$ 47.37 19.64
---------------------------------------------------------------- PLAS0500-002 07/01/2020
Rates Fringes
CEMENT MASON/CONCRETE FINISHER...$ 38.50 25.91
---------------------------------------------------------------- PLUM0016-001 09/01/2022
Rates Fringes

PLUMBER/PIPEFITTER
Work ONLY on new additions
and remodeling of bars,
restaurant, stores and
commercial buildings not
to exceed 5,000 sq. ft. of
floor space.................$ 53.51 25.28
Work ONLY on strip malls,
light commercial, tenant
improvement and remodel
work........................$ 40.95 23.61
All other work except work
on new additions and
remodeling of bars,
restaurant, stores and
commercial buildings not
to exceed 5,000 sq. ft. of
floor space and work on
strip malls, light
commercial, tenant
improvement and remodel
work........................$ 55.18 26.26
---------------------------------------------------------------- * PLUM0345-001 09/01/2023
Rates Fringes

PLUMBER
Landscape/Irrigation Fitter.$ 40.20 25.90
Sewer & Storm Drain Work....$ 44.29 23.28
---------------------------------------------------------------- ROOF0036-002 08/01/2022
Rates Fringes
ROOFER...........................$ 43.47 19.52
FOOTNOTE: Pitch premium: Work on which employees are exposed

5.1.b
Packet Pg. 1662 Attachment: Bath Improvement Bid Documents (Award of Contract to Pacific Hydrotech Corporation for Bath Well Treatement Plant) 9 /27/23, 12:44PMSAM.gov
https://sam.gov/wage-determination/CA20230025/919/23
to pitch fumes or required to handle pitch, pitch base or pitch impregnated products, or any material containing coal tar pitch, the entire roofing crew shall receive $1.75 per hour ""pitch premium"" pay.
---------------------------------------------------------------- SFCA0669-002 04/01/2023
Rates Fringes
SPRINKLER FITTER.................$ 45.31 27.33
---------------------------------------------------------------- SHEE0105-003 07/01/2023
LOS ANGELES (South of a straight line drawn between Gorman and Big Pines)and Catalina Island, INYO, KERN (Northeast part, East of Hwy 395), MONO ORANGE, RIVERSIDE, AND SAN BERNARDINO COUNTIES Rates Fringes

SHEET METAL WORKER
(1) Commercial - New
Construction and Remodel
work........................$ 55.16 30.04
(2) Industrial work
including air pollution
control systems, noise
abatement, hand rails,
guard rails, excluding
aritechtural sheet metal
work, excluding A-C,
heating, ventilating
systems for human comfort...$ 55.16 30.04
---------------------------------------------------------------- * TEAM0011-002 07/01/2023
Rates Fringes

TRUCK DRIVER
GROUP 1....................$ 38.19 33.69
GROUP 2....................$ 38.34 33.69
GROUP 3....................$ 38.47 33.69
GROUP 4....................$ 38.66 33.69
GROUP 5....................$ 38.69 33.69
GROUP 6....................$ 38.72 33.69
GROUP 7....................$ 38.97 33.69
GROUP 8....................$ 39.22 33.69
GROUP 9....................$ 39.42 33.69
GROUP 10....................$ 39.72 33.69
GROUP 11....................$ 40.22 33.69
GROUP 12....................$ 40.65 33.69
WORK ON ALL MILITARY BASES:

PREMIUM PAY: $3.00 per hour additional.
[29 palms Marine Base, Camp Roberts, China Lake, Edwards AFB, El Centro Naval Facility, Fort Irwin, Marine Corps
Logistics Base at Nebo & Yermo, Mountain Warfare Training Center, Bridgeport, Point Arguello, Point Conception,
Vandenberg AFB]

TRUCK DRIVERS CLASSIFICATIONS

5.1.b
Packet Pg. 1663 Attachment: Bath Improvement Bid Documents (Award of Contract to Pacific Hydrotech Corporation for Bath Well Treatement Plant) 9 /27/23, 12:44PMSAM.gov
https://sam.gov/wage-determination/CA20230025/920/23
GROUP 1: Truck driver
GROUP 2: Driver of vehicle or combination of vehicles - 2 axles; Traffic control pilot car excluding moving heavy equipment permit load; Truck mounted broom
GROUP 3: Driver of vehicle or combination of vehicles - 3 axles; Boot person; Cement mason distribution truck; Fuel truck driver; Water truck - 2 axle; Dump truck, less than 16 yds. water level; Erosion control driver
GROUP 4: Driver of transit mix truck, under 3 yds.; Dumpcrete truck, less than 6-1/2 yds. water level
GROUP 5: Water truck, 3 or more axles; Truck greaser and tire person ($0.50 additional for tire person); Pipeline and utility working truck driver, including winch truck and plastic fusion, limited to pipeline and utility work;
Slurry truck driver
GROUP 6: Transit mix truck, 3 yds. or more; Dumpcrete truck, 6-1/2 yds. water level and over; Vehicle or combination of vehicles - 4 or more axles; Oil spreader truck; Dump truck, 16 yds. to 25 yds. water level
GROUP 7: A Frame, Swedish crane or similar; Forklift driver; Ross carrier driver
GROUP 8: Dump truck, 25 yds. to 49 yds. water level; Truck repair person; Water pull - single engine; Welder
GROUP 9: Truck repair person/welder; Low bed driver, 9 axles or over
GROUP 10: Dump truck - 50 yds. or more water level; Water pull - single engine with attachment
GROUP 11: Water pull - twin engine; Water pull - twin engine with attachments; Winch truck driver - $1.25 additional when operating winch or similar special attachments
GROUP 12: Boom Truck 17K and above
---------------------------------------------------------------- WELDERS - Receive rate prescribed for craft performing
operation to which welding is incidental.
================================================================ Note: Executive Order (EO) 13706, Establishing Paid Sick Leave for Federal Contractors applies to all contracts subject to the Davis-Bacon Act for which the contract is awarded (and any solicitation was issued) on or after January 1, 2017. If this contract is covered by the EO, the contractor must provide employees with 1 hour of paid sick leave for every 30 hours they work, up to 56 hours of paid sick leave each year.

Employees must be permitted to use paid sick leave for their own illness, injury or other health-related needs, including preventive care; to assist a family member (or person who is like family to the employee) who is ill, injured, or has other health-related needs, including preventive care; or for reasons resulting from, or to assist a family member (or person who is like family to the employee) who is a victim of, domestic violence, sexual assault, or stalking. Additional information

5.1.b
Packet Pg. 1664 Attachment: Bath Improvement Bid Documents (Award of Contract to Pacific Hydrotech Corporation for Bath Well Treatement Plant) 9 /27/23, 12:44PMSAM.gov
https://sam.gov/wage-determination/CA20230025/921/23
on contractor requirements and worker protections under the EO is available at
https://www.dol.gov/agencies/whd/government-contracts.

Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses (29CFR 5.5 (a) (1) (ii)).
---------------------------------------------------------------- The body of each wage determination lists the classification and wage rates that have been found to be prevailing for the cited type(s) of construction in the area covered by the wage determination. The classifications are listed in alphabetical order of ""identifiers"" that indicate whether the particular rate is a union rate (current union negotiated rate for local), a survey rate (weighted average rate) or a union average rate (weighted union average rate).

Union Rate Identifiers
A four letter classification abbreviation identifier enclosed in dotted lines beginning with characters other than ""SU"" or ""UAVG"" denotes that the union classification and rate were prevailing for that classification in the survey. Example:

PLUM0198-005 07/01/2014. PLUM is an abbreviation identifier of the union which prevailed in the survey for this
classification, which in this example would be Plumbers. 0198 indicates the local union number or district council number where applicable, i.e., Plumbers Local 0198. The next number, 005 in the example, is an internal number used in processing the wage determination. 07/01/2014 is the effective date of the most current negotiated rate, which in this example is July 1, 2014.

Union prevailing wage rates are updated to reflect all rate changes in the collective bargaining agreement (CBA) governing this classification and rate.

Survey Rate Identifiers
Classifications listed under the ""SU"" identifier indicate that no one rate prevailed for this classification in the survey and the published rate is derived by computing a weighted average rate based on all the rates reported in the survey for that classification. As this weighted average rate includes all rates reported in the survey, it may include both union and non-union rates. Example: SULA2012-007 5/13/2014. SU indicates the rates are survey rates based on a weighted average
calculation of rates and are not majority rates. LA indicates the State of Louisiana. 2012 is the year of survey on which these classifications and rates are based. The next number, 007 in the example, is an internal number used in producing the wage determination. 5/13/2014 indicates the survey completion date for the classifications and rates under that identifier.

Survey wage rates are not updated and remain in effect until a new survey is conducted.

Union Average Rate Identifiers
Classification(s) listed under the UAVG identifier indicate

5.1.b
Packet Pg. 1665 Attachment: Bath Improvement Bid Documents (Award of Contract to Pacific Hydrotech Corporation for Bath Well Treatement Plant) 9 /27/23, 12:44PMSAM.gov
https://sam.gov/wage-determination/CA20230025/922/23
that no single majority rate prevailed for those
classifications; however, 100% of the data reported for the classifications was union data. EXAMPLE: UAVG-OH-0010
08/29/2014. UAVG indicates that the rate is a weighted union average rate. OH indicates the state. The next number, 0010 in the example, is an internal number used in producing the wage determination. 08/29/2014 indicates the survey completion date for the classifications and rates under that identifier.

A UAVG rate will be updated once a year, usually in January of each year, to reflect a weighted average of the current negotiated/CBA rate of the union locals from which the rate is based.
----------------------------------------------------------------

WAGE DETERMINATION APPEALS PROCESS

1.) Has there been an initial decision in the matter? This can be:
* an existing published wage determination
* a survey underlying a wage determination
* a Wage and Hour Division letter setting forth a position on a wage determination matter
* a conformance (additional classification and rate) ruling On survey related matters, initial contact, including requests for summaries of surveys, should be with the Wage and Hour National Office because National Office has responsibility for the Davis-Bacon survey program. If the response from this initial contact is not satisfactory, then the process described in 2.) and 3.) should be followed.

With regard to any other matter not yet ripe for the formal process described here, initial contact should be with the Branch of Construction Wage Determinations. Write to:

Branch of Construction Wage Determinations
Wage and Hour Division
U.S. Department of Labor
200 Constitution Avenue, N.W.

Washington, DC 20210

2.) If the answer to the question in 1.) is yes, then an interested party (those affected by the action) can request review and reconsideration from the Wage and Hour Administrator (See 29 CFR Part 1.8 and 29 CFR Part 7). Write to:

Wage and Hour Administrator
U.S. Department of Labor
200 Constitution Avenue, N.W.

Washington, DC 20210
The request should be accompanied by a full statement of the interested party's position and by any information (wage payment data, project description, area practice material, etc.) that the requestor considers relevant to the issue.

3.) If the decision of the Administrator is not favorable, an interested party may appeal directly to the Administrative Review Board (formerly the Wage Appeals Board). Write to:

5.1.b
Packet Pg. 1666 Attachment: Bath Improvement Bid Documents (Award of Contract to Pacific Hydrotech Corporation for Bath Well Treatement Plant) 9 /27/23, 12:44PMSAM.gov
https://sam.gov/wage-determination/CA20230025/923/23
Administrative Review Board
U.S. Department of Labor
200 Constitution Avenue, N.W.

Washington, DC 20210

4.) All decisions by the Administrative Review Board are final. ================================================================ END OF GENERAL DECISIO"

5.1.b
Packet Pg. 1667 Attachment: Bath Improvement Bid Documents (Award of Contract to Pacific Hydrotech Corporation for Bath Well Treatement Plant)

5.1.c
Packet Pg. 1668 Attachment: Bid Response - Caliagua (Award of Contract to Pacific Hydrotech Corporation for Bath Well Treatement Plant)

5.1.c
Packet Pg. 1669 Attachment: Bid Response - Caliagua (Award of Contract to Pacific Hydrotech Corporation for Bath Well Treatement Plant)

PROPOSAL
(22-005/ARPA) C-3
* Mobilization shall not exceed 5% of the total bid amount.

The unit price bid shall include all sales, use, or other taxes applicable.

List of Addenda Received:

5.1.c
Packet Pg. 1670 Attachment: Bid Response - Caliagua (Award of Contract to Pacific Hydrotech Corporation for Bath Well Treatement Plant)

5.1.c
Packet Pg. 1671 Attachment: Bid Response - Caliagua (Award of Contract to Pacific Hydrotech Corporation for Bath Well Treatement Plant)

5.1.c
Packet Pg. 1672 Attachment: Bid Response - Caliagua (Award of Contract to Pacific Hydrotech Corporation for Bath Well Treatement Plant)

5.1.c
Packet Pg. 1673 Attachment: Bid Response - Caliagua (Award of Contract to Pacific Hydrotech Corporation for Bath Well Treatement Plant)

5.1.c
Packet Pg. 1674 Attachment: Bid Response - Caliagua (Award of Contract to Pacific Hydrotech Corporation for Bath Well Treatement Plant)

5.1.c
Packet Pg. 1675 Attachment: Bid Response - Caliagua (Award of Contract to Pacific Hydrotech Corporation for Bath Well Treatement Plant)

5.1.c
Packet Pg. 1676 Attachment: Bid Response - Caliagua (Award of Contract to Pacific Hydrotech Corporation for Bath Well Treatement Plant)

5.1.c
Packet Pg. 1677 Attachment: Bid Response - Caliagua (Award of Contract to Pacific Hydrotech Corporation for Bath Well Treatement Plant)

5.1.c
Packet Pg. 1678 Attachment: Bid Response - Caliagua (Award of Contract to Pacific Hydrotech Corporation for Bath Well Treatement Plant)

5.1.c
Packet Pg. 1679 Attachment: Bid Response - Caliagua (Award of Contract to Pacific Hydrotech Corporation for Bath Well Treatement Plant) P-12

LIST OF SUBCONTRACTORS
The Bidder is required to furnish the following information (in accordance with the provisions of Section 4100 et seq., of the Public Contract Code of the State of California and any amendments thereto) for each Subcontractor performing more than 0.5% of the Total Base Bid. Do not list alternative subcontractors for the same work. The Bidder shall provide proof of each listed Subcontractor’s current registration to perform public work pursuant to Section 1725.5 of the Labor Code of the State of California.

Division of Work Name of Subcontractor
Or Trade CA License & Registration Nos. Address

1. _____________ __________________________ ______________________ CA License No.: _________ ______________________
CA Registration No.: _________ ______________________

2. ______________ __________________________ ______________________ CA License No.: _________ ______________________
CA Registration No.: _________ ______________________

3. ______________ __________________________ ______________________ CA License No.: _________ ______________________
CA Registration No.: _________ ______________________

4. ______________ __________________________ ______________________ CA License No.: _________ ______________________
CA Registration No.: _________ ______________________

5. ______________ __________________________ ______________________ CA License No.: _________ ______________________
CA Registration No.: _________ ______________________

6. ______________ __________________________ ______________________ CA License No.: _________ ______________________
CA Registration No.: _________ ______________________

7. ______________ __________________________ ______________________ CA License No.: _________ ______________________
CA Registration No.: _________ ______________________

8. ______________ __________________________ ______________________ CA License No.: _________ ______________________
CA Registration No.: _________ ______________________

9. ______________ __________________________ ______________________ CA License No.: _________ ______________________
CA Registration No.: _________ ______________________

10.______________ __________________________ ______________________ CA License No.: _________ ______________________
CA Registration No.: _________ ______________________

5.1.c
Packet Pg. 1680 Attachment: Bid Response - Caliagua (Award of Contract to Pacific Hydrotech Corporation for Bath Well Treatement Plant)

5.1.c
Packet Pg. 1681 Attachment: Bid Response - Caliagua (Award of Contract to Pacific Hydrotech Corporation for Bath Well Treatement Plant)

5.1.c
Packet Pg. 1682 Attachment: Bid Response - Caliagua (Award of Contract to Pacific Hydrotech Corporation for Bath Well Treatement Plant)

5.1.c
Packet Pg. 1683 Attachment: Bid Response - Caliagua (Award of Contract to Pacific Hydrotech Corporation for Bath Well Treatement Plant)

5.1.c
Packet Pg. 1684 Attachment: Bid Response - Caliagua (Award of Contract to Pacific Hydrotech Corporation for Bath Well Treatement Plant)

San Jacinto City CouncilJanuary 16, 2024

San Jacinto City Council
January 16, 2024