CEQA Document - Mitigated Negative Declaration — Ripon City Council, August 9, 2022 (part 2 of 2)

P1. Other Identifier:

DPR 523A (9/2013) *Required information
State of California The Resources Agency Primary #
DEPARTMENT OF PARKS AND RECREATION HRI #
PRIMARY RECORD Trinomial
NRHP Status Code
Other Listings
Review Code Reviewer Date
*P2. Location:  Not for Publication  Unrestricted
*a. County San Joaquin and
*b. USGS 7.5' Quad Ripon Date 1994 T 2S ; R 8E ; NW ¼ of NE ¼ of Sec 30; MD B.M. c. Address 816 West Main Street City Ripon Zip 95366
d. UTM: Zone 10N, 664539 mE/ 4178499 mN
e. Other Locational Data: The resource is located within the 1.18-acre property - Assessor’s Parcel Number (APN) 259-18-017 - at 816 West Main Street, Ripon, San Joaquin County, California. The property is situated on the northwest corner of W. Main Street and Vera Avenue, approximately 0.5 miles south of Highway 99 and about 1.5 miles north of the Stanislaus River.
*P3a. Description: The resource is the 1928 Ripon Christian School building, 1928 auxiliary building, and associated landscape. The 1928 Ripon Christian School building is associated with Mission Revival architecture. The 1928 auxiliary building and associated landscape are not associated with any architectural landscape design style, respectively. The 1928 Ripon Christian School building is a single-story, u-shaped, symmetrical form with a central side gable and two hipped front gable forms extending to the south and projecting slightly in front of the primary façade wall. The building has a low pitch roof and moderate eave overhang with exposed rafter tails and projecting wood posts (aka vigas). (Continued on Page 2, Continuation Sheet). *P3b. Resource Attributes: HP15.

Educational Building; HP4. Ancillary
Building
*P4.Resources Present:  Building
 Structure  Object  Site  District
 Element of District  Other
(Isolates, etc.)
P5b. Description of Photo: 1928 Ripon
Christian School building, facing south
*P6. Date Constructed/Age and
Source: ◼ Historic  Prehistoric
 Both 1928 Ripon Christian School
building; 1928 auxiliary building;
various sources
*P7. Owner and Address:

Owner’s name withheld

*P8. Recorded by: Stacey De Shazo,
M.A., Evans & De Shazo, Inc., 1141
Gravenstein Highway South,
Sebastopol, CA 94572
*P9. Date Recorded: 4/5/2022
*P10. Survey Type: Intensive
*P11. Report Citation: Stacey De Shazo (Evans & De Shazo, 2022): A Historic Resource Evaluation of the Property at 816 W. Main Street, Ripon, San Joaquin County, California
*Attachments: NONE ◼Location Map ◼Continuation Sheet ◼Building, Structure, and Object Record Archaeological Record District Record Linear Feature Record Milling Station Record Rock Art Record Artifact Record Photograph Record  Other (List):

P5a.

The Terraces - CEQA Document - Mitigated Negative Declaration *Resource Name or # Ripon Christian School *NRHP Status Code 3S

Page 2 of 17 ends

DPR 523B (9/2013) *Required information
State of California The Resources Agency Primary #
DEPARTMENT OF PARKS AND RECREATION HRI#

BUILDING, STRUCTURE, AND OBJECT RECORD
(This space reserved for official comments.)
B1. Historic Name: Ripon Christian School
B2. Common Name: Ripon Christian School
B3. Original Use: school B4. Present Use: meetings/classes *B5. Architectural Style: Mission Revival
*B6. Construction History: Since the construction of the 1928 Ripon Christian School, the original design and form of the building has not changed. There also do not appear to be any alterations to the resource. *B7. Moved? ◼No Yes Unknown Date: N/A Original Location: N/A *B8. Related Features: N/A
B9a. Architect: unknown b. Builder: Lambert Ubels
*B10. Significance: Theme Architecture Area Ripon
Period of Significance 1928 Property Type Educational Applicable Criteria 3 (Continued on Continuation Sheet pages 14-16)
B11. Additional Resource Attributes: N/A
*B12. References:

McAlester, Virginia and Lee McAlester, A Field Guild to American Houses, New York, Alfred A. Knopf. Munro-Fraser, J.P. 2013
United States Department of the Interior, National Park Service, Cultural Resources Division. National Register Bulletin: How to Apply the National Register Criteria for Evaluation. Washington, D.C.: United States Department of the Interior, 1990, revised 1997.

B13. Remarks:
*B14. Evaluator: Stacey De Shazo, M.A., Principal Architectural Historian
*Date of Evaluation: 4/5/2022
The Terraces - CEQA Document - Mitigated Negative Declaration DPR 523L (Rev. 1/1995)(Word 9/2013)
State of California Natural Resources Agency Primary #
DEPARTMENT OF PARKS AND RECREATION HRI #
Trinomial

CONTINUATION SHEET
Property Name: _Ripon Christian School _____________________________________________________

Page 3 of 17 ends

(Continued from Primary Record, Page 1)
Centered within the central side-gable form is a decorative Mission-style curvilinear parapet, where the main entrance to the school is located, and arched window and door openings. The exterior is clad in narrow wood clapboard with corner boards. The roof is clad in asphalt shingles, and there is a brick chimney located at the center gable. The building rests on a concrete perimeter foundation.

North Elevation (primary façade)
The north elevation consists of symmetrical fenestration patterns, including two front-facing gables on both the west and east end and a decorative Mission-style curvilinear parapet centered along the eaves of the elevation (Figure 1). There is an arched window between two square windows (Figure 2). Beneath the parapet is a wood and glass door with an arched fanlight and arched sidelights, accessed via concrete steps with a temporary accessibility ramp (Figure 3). An arched vent is directly over the door, with a metal bell.

Between the gables and the center entryway are two groups of five, one-over-one, double-hung, wood windows with lugs (aka horns stiles) (Figure 4). Above each window are four-light, wooden hopper windows.

The gables have wood lattice vents at each peak.

Figure 1. 1928 Ripon Christian School building, facing south.

The Terraces - CEQA Document - Mitigated Negative Declaration DPR 523L (Rev. 1/1995)(Word 9/2013)
State of California Natural Resources Agency Primary #
DEPARTMENT OF PARKS AND RECREATION HRI #
Trinomial

CONTINUATION SHEET
Property Name: _Ripon Christian School _____________________________________________________

Page 4 of 17 ends

Figure 2. East gable of north elevation, with an arched window between two square windows.

Figure 3. Arched front entry with double divided light doors, and side lights, facing south.

CONTINUATION SHEET
Property Name: _Ripon Christian School _____________________________________________________

Page 5 of 17 ends

Figure 4. Photograph shows a group of five windows on either side of the center arched front entrances.

West Elevation
The west elevation consists of a single, wood-paneled door accessed via a wood stoop (Figure 5). To the north of this door is a group of five one-over-one, single-hung, wood windows with lugs. Above these windows are four-light, wooden hopper windows covered with wooden boards. A narrow, one-over-one, single-hung, wood window with lugs is at the northernmost corner.

CONTINUATION SHEET
Property Name: _Ripon Christian School _____________________________________________________

Page 6 of 17 ends

Figure 5. West elevation, facing east.

South Elevation
The south elevation consists of three south-facing gables with several doors and windows (Figure 6). Neither the west nor east gables have fenestration, though they each have wood lattice vents at each gable peak.

The center gable has a narrow door centered beneath the gable (Figure 7). Between the west and center gables are two one-over-one, double-hung, wood windows to the west of the wood-paneled double-door, which has a one-over-one, double-hung, wood window to the east of the doors. The west wall of the center gable has a one-over-over, double-hung, wood window to the north of a single wood-paneled door; between the center and east gables is a double, wood-paneled door east of a boarded window (Figure 8).

The east wall of the center gable has a pair of one-over-one, double-hung wood windows. The west wall of the east gable consists of two one-over-one, single-hung, wood windows to the north of a single woodpaneled door located to the north of a shed extension. The shed extension has a boarded window and a single wood-paneled door to the south of the shed extension (Figure 9).

CONTINUATION SHEET
Property Name: _Ripon Christian School _____________________________________________________

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Figure 6. South elevation, facing east.

Figure 7. Center gable on south elevation, facing north.

CONTINUATION SHEET
Property Name: _Ripon Christian School _____________________________________________________

Page 8 of 17 ends

Figure 8. Double-door on south elevation between the east gables, facing north.

Figure 9. West gable of the south elevation, facing northeast.

CONTINUATION SHEET
Property Name: _Ripon Christian School _____________________________________________________

Page 9 of 17 ends

East Elevation
The east elevation consists of three single metal doors and fifteen one-over-one, single-hung windows, with four-light, wooden hopper windows set above each upper window sash (Figure 10). The windows are in groups of five; the fixed windows over two southern groups of windows are boarded up with wood panels (Figure 11). The red metal door is located between two groups of windows and is accessed via both a stair and an accessibility ramp. A metal awning is not original to the building, supported by metal arms attached to the wood siding (Figure 12). The remaining two windows are located between the two northern groups of windows and are accessed via wide concrete steps.

Figure 10. East elevation, facing northwest.

CONTINUATION SHEET
Property Name: _Ripon Christian School _____________________________________________________

Page 10 of 17 ends

Figure 11. Unaltered windows on the east elevation, with horn stiles on double-hung windows.

Figure 12. East entrance, accessed via both a ramp and stairs.

CONTINUATION SHEET
Property Name: _Ripon Christian School _____________________________________________________

Page 11 of 17 ends

1928 AUXILIARY BUILDING
The 1928 auxiliary building is not associated with any architectural style. The building is a front gable rectangular form constructed with a wood frame. The gables have exposed rafters with a wood lattice vent at the peak (Figure 13). The building is clad in wood siding and a corrugated metal roof. The eaves have a moderate overhang and exposed rafters. The north elevation has a wooden door (barn door) set on a central sliding metal track, situated between two windows (Figure 14). The easternmost window along this elevation is boarded up with plywood, while the westernmost window is a one-over-one, double-hung, wood window (Figure 15). The east elevation consists of a single wood door on the south, with two double-hung, wood windows to its north with a boarded-up central window. Neither the south nor west elevations have any fenestration (Figure 16).

Figure 13. North elevation, facing southeast.

CONTINUATION SHEET
Property Name: _Ripon Christian School _____________________________________________________

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Figure 14. Photograph shows a wood-paneled door on track.

Figure 15. North and east elevations, facing southeast.

CONTINUATION SHEET
Property Name: _Ripon Christian School _____________________________________________________

Page 13 of 17 ends

Figure 16. South and west elevations, facing northwest.

ASSOCIATED LANDSCAPE
The associated landscape consists of a central walkway surrounded by a lawn and two medium trees on either side of the main door (Figure 17). A large tree is located on the northwest corner of the building.

The remaining landscape consists of shrubberies and grass surrounding the auxiliary building. The majority of the property is void of landscaping.

CONTINUATION SHEET
Property Name: _Ripon Christian School _____________________________________________________

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Figure 17. The photograph shows the front lawn and central walkway leading to the school's front entrance, flanked by two trees, facing south.
(Continued from BSO record, Page 2)

CALIFORNIA REGISTER OF HISTORICAL RESOURCES (CRHR) EVALUATION

1. (Event): Is associated with events that have made a significant contribution to the broad patterns of California’s history and cultural heritage.

The property containing the 1928 Ripon Christian School building, 1928 auxiliary building, and associated landscape is associated with early Christian education in Ripon. Although this event may be locally significant, it is not an event that significantly contributed to the broad patterns of California’s history and cultural heritage.

Therefore, the property, including the 1928 Ripon Christian School building, 1928 auxiliary building, and associated landscape was not found to be eligible for listing on the CRHR under Criterion 2

2. (Person): Is associated with the lives of persons important in our past.

The ownership and occupancy history of the property was thoroughly researched, and it does The Terraces - CEQA Document - Mitigated Negative Declaration DPR 523L (Rev. 1/1995)(Word 9/2013)
State of California Natural Resources Agency Primary #
DEPARTMENT OF PARKS AND RECREATION HRI #
Trinomial

CONTINUATION SHEET
Property Name: _Ripon Christian School _____________________________________________________

Page 15 of 17 ends

not appear that the resource is associated with a person important to California history.

Therefore, the property, including the 1928 Ripon Christian School building, 1928 auxiliary building, and associated landscape was not found to be eligible for listing on the CRHR under Criterion 2.

3. (Construction/Architecture): Embodies the distinctive characteristics of a type, period, region, or method of construction, or represents the work of an important creative individual, or possesses high artistic values.

Mission Revival
The 1928 Ripon Christian School building is associated with Mission Revival architectural style.

The building consists of character-defining features of this design, including symmetrical architectural elements, a low pitch roof with an eave overhang and exposed rafter tails, projecting wood posts (aka vigas), decorative curvilinear parapet, arched window and door openings, and double-hung wood windows. As such, the building appears eligible for listing on the CRHR for its association with Mission Revival architecture.

The 1928 Ripon Christian School building, 1928 auxiliary building, and associated landscape are not associated with any architectural style, form, or landscape architecture.

Builder
The builder of the 1928 Ripon Christian School was Lambert Ubels. Lambert was a skilled carpenter and builder who was a known building contractor in Ripon and neighboring towns, where Lambert also constructed buildings. However, it does not appear that he was a licensed architect and there is no evidence to suggest that Lambert was a master builder or craftsman.

He is not listed within any known publications for noted builders and is not associated with any buildings that are listed on the Pacific Coast Architecture Database (PCAD). As such, the 1928 Ripon Christian School is not eligible for its association with Lambert Ubels.

In summary, the 1928 Ripon Christian School building was found to be eligible for listing on the CRHR under Criterion 3 for association with Mission Revival architecture.

4. (Information potential): Has yielded, or may be likely to yield, information important in prehistory or history
Criterion D most commonly applies to resources that contain or are likely to contain information bearing on an important archaeological research question. While most often applied to archaeological sites, Criterion D can also apply to buildings that contain important information.

For a building to be eligible under Criterion D, it must be a principal source of important information, such as exhibiting a local variation on a standard design or construction technique The Terraces - CEQA Document - Mitigated Negative Declaration DPR 523L (Rev. 1/1995)(Word 9/2013)
State of California Natural Resources Agency Primary #
DEPARTMENT OF PARKS AND RECREATION HRI #
Trinomial

CONTINUATION SHEET
Property Name: _Ripon Christian School _____________________________________________________

Page 16 of 17 ends

can be eligible if a study can yield important information, such as how local availability of materials or construction expertise affected the evolution of local building development.

The 1928 Ripon Christian School is associated with Mission Revival design; however, it does not appear to be the principal source of information for design techniques that can yield important information. Therefore, the 1928 Ripon Christian School building, 1928 auxiliary building, and associated landscape was not found to be eligible for listing on the NRHP under Criterion D.

The integrity assessment found that the 1928 Ripon Christian School retains all seven aspects of integrity to convey significance under Criterion 3.

The Terraces - CEQA Document - Mitigated Negative Declaration

Page 17 of 17 ends

*Map Name: USGS 7.5’ Ripon Quadrangle *Scale: 1:24,000 *Date of map: _1994_ DPR 523J (Rev. 1/1995)(Word 9/2013) * Required information State of California Natural Resources Agency Primary #
DEPARTMENT OF PARKS AND RECREATION HRI#
LOCATION MAP Trinomial
The Terraces - CEQA Document - Mitigated Negative Declaration

APPENDIX D

TRAFFIC STUDY
The Terraces - CEQA Document - Mitigated Negative Declaration Transportation Engineers

TRAFFIC OPERATIONAL ANALYSIS

FOR THE

BETHANY HOME SENIOR LIVING FACILITY
Ripon, California
Prepared For:

Bethany Home
930 Main Street
Ripon, CA 95366
Prepared By:

KD Anderson & Associates, Inc.
3853 Taylor Road, Suite G
Loomis, CA 95650
(916) 660-1555
April 7, 2022
Job No. 0952-01
Bethany Home Sr Living.rpt
The Terraces - CEQA Document - Mitigated Negative Declaration

TRAFFIC OPERATIONAL ANALYSIS FOR THE

BETHANY HOME SENIOR LIVING FACILITY
Ripon, California

TABLE OF CONTENTS
INTRODUCTION....................................................................................................................................... 1 Project Description........................................................................................................................... 1 Analysis Approach........................................................................................................................... 1 EXISTING SETTING ................................................................................................................................ 4 Study Area Circulation System........................................................................................................ 4 Standards of Significance: Levels of Service - Methodology.......................................................... 5 Existing Traffic Volumes / Levels of Service.................................................................................. 8 PROJECT CHARACTERISTICS .......................................................................................................... 11 Description..................................................................................................................................... 11 Project Travel Characteristics........................................................................................................ 11 PROJECT TRAFFIC OPERATIONAL AND SAFETY EFFECTS ................................................... 17 Existing Plus Project Traffic Conditions and Levels of Service.................................................... 17 Safety ............................................................................................................................................. 17 APPENDIX.......................................................................................................................................................20 April 7, 2022
The Terraces - CEQA Document - Mitigated Negative Declaration Traffic Operational Analysis for the Page 1
Bethany Home Independent Senior Living Facility, Ripon, CA (April 7, 2022)

TRAFFIC OPERATIONAL ANALYSIS FOR THE

BETHANY HOME INDEPENDENT SENIOR LIVING FACILITY
Ripon, California

INTRODUCTION
This report documents KD Anderson & Associates' assessment of traffic circulation, pedestrian safety and access associated with the Bethany Home Independent Senior Living Facility at 816 West Main Street in the City of Ripon, California. This assessment of traffic operations has been requested by the City of Ripon and addresses both the project’s effects at key intersections near the project and the adequacy and safety of project vehicular and pedestrian access.

Project Description
The Bethany Home Independent Senior Living Facility is a three story 107,700 ksf building to be located on a 2¼ acre parcel at the southeast corner of the W. Main Street / Vera Avenue intersection in the Historic Ripon district, as noted in Figure 1. The project site has previously been occupied by two medical office buildings and a small office building last used as meeting space. The site is bordered by Ripon Grace Church on the east and by private residences to the south. The project is one block east of Bethany Home’s existing Independent Living, Skilled Nursing and Assisted Living facilities at 930 W. Main Street.

The proposed project will provide 82 independent living units along with ancillary support facilities. As shown in Figure 2, the site will have 84 parking spaces, and vehicular access will occur at a full access driveway on Vera Avenue and via a connection to Ripon Grace Church’s existing right-turn-in-only connection to West Main Street near the Maple Avenue intersection.

The project is across W. Main Street from Ripon Christian School’s pre-school facility.

Analysis Approach
The City of Ripon has asked for a focused traffic study and provided these instructions:

We will be needing the traffic analysis to cover levels of service/congestion in the surrounding area and what this project might add, as well as an analysis of public safety as it relates to both vehicular and pedestrian traffic and circulation. Essentially, are there any modifications or mitigation measures needed to safely move vehicles on and off the site as well as pedestrian traffic between Bethany’s main campus and this new facility.

The overall approach to this traffic operational analysis describes the trip generation and travel characteristics of the project based on rates developed nationally for similar facilities. Current morning and afternoon peak hour traffic conditions in the area of the project which reflect peak commute activity and travel to the adjoining schools were collected and assessed. With that information traffic patterns at the access and at adjoining intersections were assessed with the project and operation of the access as proposed was investigated. The need for improvements to satisfy minimum City standards was considered. Current pedestrian activity in the area was identified and pedestrians caused by the project were projected to determine whether conflicts between automobiles and pedestrians are possible and whether safety improvements are needed.

The Terraces - CEQA Document - Mitigated Negative Declaration KD Anderson & Associates, Inc.

Transportation Engineers
figure 1

VICINITY MAP
0045-01 RA 4/7/2022

PROJECT

LOCATION
The Terraces - CEQA Document - Mitigated Negative Declaration figure
2 SITE PLAN
0045-01 RA 4/7/2022
KD Anderson & Associates, Inc.

Transportation Engineers
The Terraces - CEQA Document - Mitigated Negative Declaration Traffic Operational Analysis for the Page 4
Bethany Home Independent Senior Living Facility, Ripon, CA (April 7, 2022)

EXISTING SETTING
This report section describes the transportation facilities that are available today serving vehicular, pedestrian and bicycle traffic and transit users in this area of Ripon, as well as General Plan policies that guide consideration of traffic operations.

Study Area Circulation System
Regionally, the new Bethany Home Senior Living Facility will be served by major City streets that link the existing Bethany Home operations with state highways and the rest of the community.

State Route 99 (SR 99) connects Ripon with the balance of San Joaquin County and with the Stockton and Modesto Metropolitan areas. In the area of the proposed project, access to the state highway occurs at grade separated interchanges on Main Street roughly ½ mile east of the site, on Fulton Avenue about ½ mile to the north and on Jack Tone Road about 1½ miles to the northwest.

Community-wide circulation is provided via Main Street and Wilma Avenue.

The limits of the area addressed by this study were identified in consultation with City staff based on their understanding of traffic conditions in this area of Ripon and on consideration of the characteristics of senior living facilities The text which follows provides additional detail regarding the streets, intersections and pedestrian facilities included in the study area.

Streets. These streets are near the project site.

Main Street is an east-west arterial street that runs easterly from an intersection with West Ripon Road at Jack Tone Road past the project site to an interchange on SR 99. The configuration of the street varies along its length. Just west of the Vera Avenue intersection, Main Street is a four-lane commercial street with continuous Two-Way Left-Turn (TWLT) lane and traffic signals at major intersections. The posted speed limit is 35 mph in this area. At the entrance to the Historic Ripon district Main Street narrows to a three-lane facility with one travel lane in each direction and TWLT lane, and this 40-foot cross section continues through the Vera Avenue intersection to Maple Avenue. On-street parking is prohibited in this area and the speed limit is 25 mph. The TWLT lane ends beyond Maple Avenue and W. Main Street has a through travel lane in each direction to Acacia Avenue. On-street parking is permitted on the north side along Ripon Elementary School.

Maple Avenue is a local street that extends north from Main Street towards SR 99 before turning to the west along the freeway at Garrison Way to Wilma Avenue. Maple Avenue is 40 feet wide (curb to curb) and accommodates on-street parking, as well as residential driveways.

Maple Avenue also provides access to Ripon Christian School’s Elementary, Middle and High Schools. The speed limit on Maple Avenue is 25 mph.

Vera Avenue is a north-south local street that extends southerly from Main Street to Doak Blvd at the community’s southern boundary. Vera Avenue is 40 feet wide (curb to curb) and accommodates on-street parking, as well as residential and commercial driveways. The speed limit on Vera Avenue is 25 mph.

The Terraces - CEQA Document - Mitigated Negative Declaration Traffic Operational Analysis for the Page 5
Bethany Home Independent Senior Living Facility, Ripon, CA (April 7, 2022) Intersections. The operation of an urban circulation system is typically limited by the capacity of major intersections, and two locations have been included in this analysis.

The Main Street / Vera Avenue intersection is a “tee” controlled by a stop sign on the northbound Vera Avenue approach. A right-turn-only exit from Ripon Christian School’s Pre-school is on the north side of the intersection. Vera Avenue has a single approach lane, but Main Street has a TWLT lane through the intersection to accommodate westbound left turns. Sidewalks exist on both sides of the intersection.

The Main Street / Maple Avenue intersection is a “tee” controlled by an all-way stop. On-street parking has been eliminated at the intersection in order to provide auxiliary right turn lanes on southbound Maple Avenue and on westbound Main Street, and a left turn lane is provided for eastbound traffic. A right-turn-in-only entrance to Ripon Grace Church exists about 40 feet west of the intersection, and a full access church driveway exists 150 feet east of the intersection.

Pedestrian Facilities. The extent of facilities for pedestrians and of measures taken to ensure their safety has been identified.

Sidewalks exist along all the streets in the study area. On the south side of W. Main Street the sidewalk is separated from the through travel lane within the Historic Ripon district.

Marked crosswalks exist across Vera Avenue at the W. Main Street intersection and on all three legs of the Maple Avenue intersection. Both intersections have depressed curbs at the corners that are ADA accessible. West of Vera Avenue the next marked crossing on W. Main Street occurs at the Wilma Avenue traffic signal about 650 feet away.

An overhead flashing beacon exists at the W. Main Street / Maple Avenue intersection.

The Ripon Unified School District provides a school crossing guard to direct traffic at the Main Street / Acacia Avenue intersection which adjoins Ripon Elementary School.

Standards of Significance: Levels of Service - Methodology Levels of Service were calculated at study area intersections in order to assess the quality of existing traffic conditions and to provide a basis for analyzing the effects of developing the Bethany Home Senior Living facility. "Level of Service" is a qualitative measure of traffic operating conditions whereby a letter grade "A" through "F", corresponding to progressively worsening operating conditions, is assigned to an intersection or roadway segment. The City of Ripon’s minimum standard is LOS D.

Analysis Methodology for Intersections. This analysis evaluates the operation of un-signalized intersections using the methodology described in the Highway Capacity Manual, 6th Edition (HCM). HCM techniques base Level of Service on the length of delays experienced by motorists waiting at stop signs or otherwise being required to yield the right of way at an intersection. Delay values can be reported as an average value for the overall operation of the intersection in the case The Terraces - CEQA Document - Mitigated Negative Declaration Traffic Operational Analysis for the Page 6
Bethany Home Independent Senior Living Facility, Ripon, CA (April 7, 2022) of all-way stop controls or for each movement where motorists are required to yield the right of way to other traffic, in the case of side-street stops.

Table 1 presents general characteristics associated with each Level of Service grade.

At intersections, Level of Service calculations can reflect average conditions occurring over the breadth of the hour or can be indicative of conditions occurring during the highest volume 15 minute period within that hour. The choice of perspective is made by local agencies as part of their development of standards of significance. This analysis considers the conditions occurring during the highest volume 15 minute period within the peak hour, and because the area provides access to many schools, these peak conditions can be much worse than the average over the entire hour. Table 2 identified the current bell schedule for the schools in this area.

TABLE 1

LEVEL OF SERVICE DEFINITIONS
Level of
Service Signalized Intersection Unsignalized Intersection Roadway (Daily) "A" Uncongested operations, all queues
clear in a single-signal cycle.

V/C < 0.60 or Ave Delay < 10 sec/veh
Little or no delay.

Ave Delay < 10 sec/veh
Completely free flow.
"B" Uncongested operations, all queues
clear in a single cycle.

V/C > 0.61 and < 0.70 or Delay > 10
sec/veh and < 20 sec/veh
Short traffic delays.

Delay > 10 sec/veh and
< 15 sec/veh
Free flow, presence of
other vehicles noticeable.
"C" Light congestion, occasional backups
on critical approaches.

V/C > 0.71 and < 0.80 or Delay > 20
sec/veh and < 35 sec/veh
Average traffic delays.

Delay > 15 sec/veh and
< 25 sec/veh
Ability to maneuver and
select operating speed
affected.
"D" Significant congestions of critical
approaches but intersection functional.

Cars required to wait through more than
one cycle during short peaks. No long
queues formed. V/C > 0.81 and < 0.90
Delay > 35 sec/veh and <55 sec/veh
Long traffic delays.

Delay > 25 sec/veh and
< 35 sec/veh
Unstable flow, speeds and
ability to maneuver
restricted.
"E" Severe congestion with some long
standing queues on critical approaches.

Blockage of intersection may occur if
traffic signal does not provide for
protected turning movements. Traffic
queue may block nearby intersection(s)
upstream of critical approach(es).

V/C > 0.91 and < 1.00 Delay > 55
sec/veh and < 80 sec/veh
Very long traffic delays, failure,
extreme congestion. Delay > 35
sec/veh and < 50 sec/veh
At or near capacity, flow
quite unstable.
"F" Total breakdown, stop-and-go
operation. V/C > 1.01 Delay > 80
sec/veh
Intersection often blocked by
external causes. Delay > 50 sec/veh
Forced flow, breakdown.

Sources: Highway Capacity Manual, 6th Edition, and Transportation Research Board (TRB) Special Report 209.

The Terraces - CEQA Document - Mitigated Negative Declaration Traffic Operational Analysis for the Page 7
Bethany Home Independent Senior Living Facility, Ripon, CA (April 7, 2022) TABLE 2

LOCAL SCHOOL SCHEDULES
School Morning Afternoon
Ripon HS
301 N. Acacia Avenue
0 period 7:15 a.m.
1 period 8:30 a.m. Period 7 3:40 p.m.

Ripon ES
509 W. Main Street
TK-2 8:15 a.. TK-2 2:00
3-8 8:15 a.m. 3-8 2:50 p.m.

Ripon Christian School
435 Maple Avenue
ES 8:20 a.m. 2:55 p.m.

MS 8:20 a.m. 2:58 p.m.

HS 8:20 a.m. 3:00 p.m.

Ripon Grace Church
734 W. Main Street Pre-School 7:00 a.m. Pre-School 6:00 p.m.

Warrants for Traffic Control Devices. The extent to which an all-way stop of traffic signal may be justified is determined based on many factors. Quantitatively, criteria contained in the California Manual of Uniform Traffic Control Devices (CMUTCD) are employed.

All-Way Stop. Multi-way stop control can be useful as a safety measure at intersections if certain traffic conditions exist. Safety concerns associated with multi-way stops include pedestrians, bicyclists, and all road users expecting other road users to stop. Multi-way stop control is used where the volume of traffic on the intersecting roads is approximately equal. The following criteria should be considered for a multi-way STOP sign installation:
• As an “interim” measure where traffic control signals are justified while arrangements are being made for the installation of the traffic control signal. • Five or more reported crashes in a 12-month period that are susceptible to correction by a multi-way stop installation.
• Minimum volumes of at least 300 entering vehicles per hour for any 8 hours of an average day, and the combined vehicular, pedestrian, and bicycle volume entering the intersection from the minor street approaches (total of both approaches) averages at least 200 units per hour for the same 8 hours, with an average delay to minor-street vehicular traffic of at least 30 seconds per vehicle during the highest hour.
• The need to control left-turn conflicts
• The need to control vehicle/pedestrian conflicts near locations that generate high pedestrian volumes
• Locations where a road user, after stopping, cannot see conflicting traffic and is not able to negotiate the intersection unless conflicting cross traffic is also required to stop The Terraces - CEQA Document - Mitigated Negative Declaration Traffic Operational Analysis for the Page 8
Bethany Home Independent Senior Living Facility, Ripon, CA (April 7, 2022) • An intersection of two residential neighborhood collector (through) streets of similar design and operating characteristics where multi-way stop control would improve traffic operational characteristics of the intersection.

Traffic Signal Warrants. For this analysis, Warrant 3 (Peak Hour Traffic Volume), Warrant 4 (Minimum Pedestrian Volume) and Warrant 5 (School Crossing) have been employed.

Traffic volume criteria consider traffic on both major and minor street approaches in combination.

The pedestrian volume warrant is intended for application where the traffic volume on the major street is so heavy that pedestrians experience excessive delays in crossing the major street. The School Crossing warrant requires a minimum of 20 school age pedestrians crossing the street in any one hour as well as the absence of adequate gaps in traffic to accommodate pedestrians.

Existing Traffic Volumes / Levels of Service
Current traffic operating conditions have been described through methods accepted by the City of Ripon
Traffic Volume Counts. Traffic count data was collected when area schools were in session.

New morning (7:00 to 9:00 a.m.) and evening (4:00 to 6:00 p.m.) counts were collected January 25, 2022 to capture the peak traffic of area schools and as well as peak commuter traffic. The highest hourly traffic volume period within each two-hour windows was identified as the peak hour.

Figure 3 illustrates the intersection turning movement count data used for this analysis. This figure also notes the existing geometric layout of each intersection and the location of traffic controls.

This data has been used to determine the operating Level of Service at each intersection.

Pedestrian Volume Counts. Pedestrians were counted at the intersection when the traffic counts were conducted. During the peak morning hour a total of 45 pedestrian crossings in all directions occurred at the Main Street / Vera Avenue intersection. In the evening that total was 11 crossings.

Similar pedestrian count data have been collected in 2017 for the Ripon Christian School’s PreSchool Relocation Project traffic analysis. The data indicated that in the morning hour a total of 38 crossings occurred at the Main Street / Maple Avenue intersection, with 22 across the north leg of the intersection. In the mid-afternoon when the school day ended, 82 crossings were counted, with 33 across Maple Avenue and 47 across the western leg of Main Street and 2 across the eastern leg.

Intersection Level of Service. Table 3 identifies current intersection Levels of Service at the study location. The City of Ripon’s goal is LOS D.

It is important to note that traffic flow conditions around schools can be poor even though a street or intersection has the theoretical capacity to accommodate the traffic volume that is present. Often traffic is slowed or stopped due to on-site conditions at a school as parents wait for a parking space or a spot in a loading zone. These effects are not reflected in Level of Service calculation results.

The Terraces - CEQA Document - Mitigated Negative Declaration Traffic Operational Analysis for the Page 9
Bethany Home Independent Senior Living Facility, Ripon, CA (April 7, 2022) As shown, the Level of Service at each location meets the City’s LOS D minimum standard.

TABLE 3

EXISTING INTERSECTION LEVEL OF SERVICE
Intersection Control
Time Period
AM Peak Hour
(7:00 to 9:00 a.m.)
PM Peak Hour
(4:00 to 6:00 p.m.)
LOS
Average Delay
(sec/veh) LOS
Average Delay
(sec/veh)
Main Street / Vera Avenue
Northbound approach
Southbound approach
NB Vera Ave Stop Sign
SB driveway exit C
C

16.4 15.2
C
C

15.4 19.4
Bold indicates conditions in excess of adopted minimum LOS standard All-Way Stop Warrants. The results of our traffic volume and pedestrian counts were compared to MUTCD criteria to determine whether an all-way stop might be justified. The volume of traffic on Vera Avenue and the number of pedestrians crossing the street are both too low to reach the level that might justify an all-way stop. Left turn conflicts and sight distance limitations are not present.

Traffic Signal Warrants. Current a.m. and p.m. peak hour traffic volumes at the intersection were compared to MUTCD warrants for signalization. Current volumes do not that reach the level that satisfy signal warrants. Current pedestrian activity does not reach the level that satisfies Warrants 4 or 5.

Traffic Safety. As noted from review of Figure 3 observed morning peak hour traffic exiting at Ripon Christian Pre-School’s right-turn-only exit included several vehicles that turned left or turned onto Vera Avenue. All exiting traffic occurred during the 30-minute period from 8:00 to 8:30 a.m. which coincides with the beginning of the school day at Ripon Christian School.

While a right-turn-only driveway was recommended in the Pre-School’s traffic study and conditioned by the City, the study also noted that future conditions may permit full access. While not related to the proposed Bethany Home project, the City of Ripon should review the situation and if full access is acceptable, work with Ripon Christian School to modify the current traffic control to be consistent with permitted movements. Alternatively, if outbound left turns are causing a safety issue, the City should follow up with Ripon Christian to identify measures to further limit outbound left turns.

The Terraces - CEQA Document - Mitigated Negative Declaration KD Anderson & Associates, Inc.

Transportation Engineers
figure 3

EXISTING TRAFFIC VOLUMES AND LANE CONFIGURATIONS
0045-01 RA 4/7/2022
1 Vera Ave/ W Main St
1 2
R1-1
R1-1

VEHICLE TRAFFIC

PEDESTRIAN TRAFFIC
1 Vera Ave/ W Main St
2 Vera Ave/ Project Dwy
R1-1
(0) 2(0) 0
0 (0)0 (0)
0 (7)
23 (2)
(2) 7
(1) 13
Stop Sign
Legend
AM Peak Hour Volume
Signalized Intersection
R1-1
XX
Pedestrian Crossing
(XX) PM Peak Hour Volume
(1) 1
(0) 12(0) 26
12 (7)32 (8)
297 (341)
20 (11)
(391) 307
(22) 16
(0) 0
(33) 48
0 (0)44 (15) 0 (0)
0 (0)
The Terraces - CEQA Document - Mitigated Negative Declaration Traffic Operational Analysis for the Page 11
Bethany Home Independent Senior Living Facility, Ripon, CA (April 7, 2022)

PROJECT CHARACTERISTICS
Description
The proposed project is an independent living facility catering to Ripon’s Senior population. The facility is a three-story 107,700 ksf building to be located on an 2¼ acre parcel at the southeast corner of the W. Main Street / Vera Avenue intersection. The project site has previously been occupied by two medical office buildings and a small office building. The site is bordered by Ripon Grace Church on the east and by private residences to the south. The project is one block east of Bethany Home’s existing Independent Living, Skilled Nursing and Assisted Living facilities at 930 W. Main Street.

The proposed project will provide 82 independent living units along with ancillary support recreational and food service facilities. The site will have 84 parking spaces, and vehicular access will occur at a full access driveway on Vera Avenue and via a connection to Ripon Grace Church’s existing right-turn-in-only connection to West Main Street near the Maple Avenue intersection.

The project is across W. Main Street from Ripon Christian School’s pre-school facility.

Project Travel Characteristics
The travel characteristics of the project are described in terms of its Trip Generation and Trip Distribution.

Vehicle Trip Generation. The amount of traffic associated with proposed development projects is typically forecast using information developed from recognized national sources. The Institute of Transportation Engineers (ITE) has compiled and published information regarding trip generation associated with various uses, and this source is widely accepted by public agencies, including Caltrans, San Joaquin County and the City of Ripon. Their publication Trip Generation, 11th Edition is the most current data and contains rates for various types of senior care / residential projects. Of the land use categories presented by ITE, Code 252 Sr. Adult Housing Multi-Family is the most directly comparable to the proposed project. The rates for this use would capture all travel associated with the project, including employee and resident travel, deliveries, etc.

Previous uses on the site that will be replaced by the project would have generated travel that no longer occurs, and the trip generation associated with these uses has also been estimated from ITE rates. ITE Code 720 Medical Dental Office Building and Code 712 Small Office Building are applicable to these uses.

Table 5 presents the Bethany Home Senior Residential project’s trip generation estimates based on ITE land use Code 252. As indicated, over a 24 hour period the project could generate 266 daily one-way trips (i.e., ½ inbound and ½ outbound). During the morning peak hour the project could generate 16 trips, or about one vehicle every four minutes. In the evening the project could generate 21 trips during the peak commute hour. At some point in the afternoon that is not necessarily the peak commute hour the project would be expected to generate highest hour traffic volume, and 25 trips are expected at that time. This would be equivalent to about one vehicle every two minutes.

The Terraces - CEQA Document - Mitigated Negative Declaration Traffic Operational Analysis for the Page 12
Bethany Home Independent Senior Living Facility, Ripon, CA (April 7, 2022) Trip generation forecasts for the three previous uses on the site are also presented for comparison.

As indicated, the uses that will be replaced by the Bethany Home facility would be expected to generate 460 daily trips, or slightly less than twice the daily trips of the proposed project. The difference is more pronounced during peak traffic hours. In the morning the site’s previous uses total 45 trips, with 73 trips in the business afternoon hour and 58 trips in the p.m. peak commute hour. Hourly estimates for previous site uses are roughly 2.8 times that of the proposed Bethany Home project.

Based on this comparison it is reasonable to conclude that the effects of the Bethany Home Independent Senior Living facility on regional circulation will be less than those already caused by the previous uses on the site.

Pedestrian Trip Generation. Limited information is available regarding the rates at which residential projects generate pedestrian activity, and none is specific to senior multi-family residences. ITE data indicates that residents of conventional low-rise multi-family suburban development generate pedestrian trips at a rate of 0.03 trips per dwelling unit during both the a.m. and p.m. peak hours. For an 82-unit development, this would be two to three trips per hour.

In this case, walkability is one of the selling points for the proposed project. Retail and medical services and restaurants are available near the W. Main Street / Wilma Avenue intersection and at other locations along W. Main Street. The project could also generate pedestrian travel between the project and the existing Bethany Home independent living facilities across Vera Avenue (i.e., 55 units in Manor Apartments, 39 units in Garden Apartments, and 36 units at Sunset Apartments).

Residents may also walk to visit a spouse in Bethany Homes Skilled Nursing and Assisted Living facilities. Pedestrian activity could also occur over the day by staff at the various locations. Some residents are also likely to walk simply to get out of the house, for exercise or to walk pets.

Conversely, with on-site food services (formal dining room and café/bistro) and other amenities there is no pressing need for residents to leave the facility on a day-to-day basis.

Based on these factors it was conservatively assumed that residents of the proposed Bethany Homes Independent Living Facility could generate three round trips to and from the site per resident per week. This activity would most likely occur over ten daylight hours. Assuming two residents per unit, this projects to 140 one-way pedestrian trips per day, with 14 in an hour.

There are 130 existing independent living units at Bethany Homes immediately west of the proposed project. Some may use the exercise facilities in the project. It is conservatively assumed that most residents may visit the new project site once every three weeks, but that 10% would be on a regular fitness program and visit three times a week at various times.

Some staff interaction between the current Bethany Home operations and the project may occur.

It is assumed ten one-way pedestrian trips will occur each day.

A noted in Table 4, 200 daily and 21 hourly pedestrian trips are projected for the project.

The Terraces - CEQA Document - Mitigated Negative Declaration Traffic Operational Analysis for the Page 13
Bethany Home Independent Senior Living Facility, Ripon, CA (April 7, 2022) TABLE 4

PROJECTED PEDESTRIAN ACTIVITY
Description Quantity
Daily Hourly
One-Way
Trip
Rates
Total
One Way
Trip
Rates
Total
Trips Project Residents 164 residents 0.861 140 0.092 14 Staff - - 10 - 1
Occasional trips by current Bethany Home
Independent Living Residents 260 0.103 26 0.012 3
Regular trips by current Bethany Home
Independent Living Residents associated
with a fitness program
260 0.094 24 0.012 3
Total 200 21
1 two one-way trips per round trip times 3 round trips per week divided by 7 days per week = 0.86 trips per day.
2 10% of daily rate.
3 two one-way trips per round trip time 1 round trip every three weeks = 0.10 trips per day. 4 assumes 10% of residents visit three times a week.

The Terraces - CEQA Document - Mitigated Negative Declaration Traffic Operational Analysis for the Page 14
Bethany Home Independent Senior Living Facility, Ripon, CA (April 7, 2022) TABLE 5

ITE TRIP GENERATION RATES / FORECASTS
ITE
Code Land Use
Unit /
Quantity
Trip Generation
Daily
AM Peak Hour
(7:00 to 9:00 a.m.)
Project Highest
Afternoon Hour
PM Peak Hour
(4:00 to 6:00 p.m.)
Inbound Outbound Total Inbound Outbound Total Inbound Outbound Total Proposed Bethany Home Independent Living
252
Senior Adult
Housing –
Multi-family
Dwelling
unit 3.24 34% 66% 0.20 54% 46% 0.30 56% 44% 0.25
82 266 5 11 16 13 12 25 11 10 21
Previous on-Site Uses
720
Medical Dental
Office Building ksf 36.0 79% 21% 3.10 40% 60% 4.79 30% 70% 3.93 Ripon Family
Physicians 7.0 252 17 5 22 13 21 34 8 20 28
Cronin Dentistry 4.0 144 9 3 12 8 11 19 5 11 16
712
Small Office ksf 14.39 82% 18% 1.67 42% 58% 3.15 34% 66% 2.16 Ripon Interfaith
Ministries 6.5 94 9 2 11 8 12 20 5 9 14
Total 490 35 10 45 29 44 73 18 40 58
Source: Trip Generation Manual, 11th Edition, Institute of Transportation Engineers (ITE), 2021 The Terraces - CEQA Document - Mitigated Negative Declaration Traffic Operational Analysis for the Page 15
Bethany Home Independent Senior Living Facility, Ripon, CA (April 7, 2022) Trip Distribution. Having determined the number of vehicle and pedestrian trips that are expected to be generated by the project, it is necessary to identify the directional distribution of project-generated trips.

Vehicle Trips. For Senior Residential development, peak hour employee trips would generally be focused on routes to/from the residences within the City of Ripon / Southern San Joaquin County/ northern Stanislaus County area. Residents are permitted to park their personal vehicle on site, and their automobile trips would likely be oriented to social, medical and shopping destinations that primarily avoid freeway travel to the extent possible. Within that context the trip distribution for the proposed project shown in Table 6 was developed.

Similarly, pedestrian activity would be concentrated to destinations west of the site, but some travel along W. Main Street to the east and south on Vera Avenue is also possible.

TABLE 6

TRIP DISTRIBUTION ASSUMPTIONS
Direction Route
Share of Total Trips
Pedestrians Automobiles
East W. Main Street beyond Maple Avenue 20% 25%
West W. Main Street beyond Vera Avenue 70% 50%
South Vera Avenue beyond Main Street 10% 25%
Total 100%
Trip Assignment. Project vehicle and pedestrian trips were assigned to the local street system based on the distribution assumptions identified above, the parking lot layout and the routes available through each driveway and pedestrian access. While the right turn only entrance on W.

Main Street may limit access, it is possible to leave the site towards W. Main Street through the Ripon Grace Church parking lot. Based on these characteristics the peak hour automobile and pedestrian trip assignment is shown in Figure 4.

It is important to note that the pedestrian forecast represents “average” hourly volumes. It is reasonable to assume that senior pedestrians may not choose to walk during the peak periods before and after the school day at Ripon’s schools when background traffic is busy.

The Terraces - CEQA Document - Mitigated Negative Declaration KD Anderson & Associates, Inc.

Transportation Engineers
figure 4

PROJECT ONLY TRAFFIC VOLUMES AND LANE CONFIGURATIONS
0045-01 RA 4/7/2022
1 Vera Ave/ W Main St
1 2
R1-1
R1-1

VEHICLE TRAFFIC

PEDESTRIAN TRAFFIC
1 Vera Ave/ W Main St
2 Vera Ave/ Project Dwy
R1-1
(0) 0(0) 0
0 (0)0 (0)
0 (0)
0 (0)
(8) 8
(8) 8
Stop Sign
Legend
AM Peak Hour Volume
Signalized Intersection
R1-1
XX
Pedestrian Crossing
(XX) PM Peak Hour Volume
(0) 0
3 (3)5 (5)
0 (0)
1 (2)
(3) 2
(3) 1
(5) 2(0) 0
1 (3)0 (0)
8 (8)
3 (2)
The Terraces - CEQA Document - Mitigated Negative Declaration Traffic Operational Analysis for the Page 17
Bethany Home Independent Senior Living Facility, Ripon, CA (April 7, 2022)

PROJECT TRAFFIC OPERATIONAL AND SAFETY EFFECTS
Existing Plus Project Traffic Conditions and Levels of Service Traffic / Pedestrian Volumes. Figure 5 superimposes project vehicle and pedestrian trips onto the current background traffic volumes to create the “Existing Plus Project” condition. Subsequent tables compare the “Existing” and “Existing Plus Project” Levels of Service.

Project Traffic Effects on Level of Service. As shown in Table 7, the addition of project traffic does not change current LOS and does not result in any location operating with a Level of Service that exceeds the City of Ripon’s minimum LOS D standard. The study intersection and main driveway will operate at LOS C or better.

Need for Traffic Control Devices. Existing plus Project traffic and pedestrian volumes were compared to warrants for an all-way stop and signalization. The addition of project pedestrians and automobile trips does not result in volumes which reach the level that satisfy warrants for either device.

Safety
While the standard measures of operation (i.e., Level of Service) indicate that the project does not result in traffic operating conditions that exceed the City of Ripon General Plan standards, other safety factors were considered.

Pedestrian Safety. As noted earlier the Bethany Home Independent Living project may result in additional pedestrians on Ripon’s streets, and most of these pedestrians will be seniors. As a group seniors tend to walk more slowly and may be less aware of their surroundings than regular pedestrians.

The project would add pedestrians to the exiting Vera Avenue crossing at Main Street and to the crossings at the Main Street / Wilma Avenue intersection. A marked crosswalk already exits across Vera Avenue, but measures to improve visibility are possible. For example, No Parking limits could be installed on the east side of Vera Avenue south of the intersection to preserve the line of site at the corner for both pedestrians and approaching vehicles. However, a more practical option would be to install a stop bar across northbound Vera Avenue about 5 feet outside of the crosswalk.

This limit would require motorists to first to stop outside the crosswalk before moving into the crosswalk to turn right.

At the W. Main Street / Wilma Avenue traffic signal the City of Ripon should continue to monitor the adequacy of pedestrian crossing intervals already incorporated into the signal timing to sure that seniors have adequate time to cross the streets.

Vehicular Access. Because the project generates relatively little automobile traffic and background traffic volumes on Vera Avenue are low, the project access will operate satisfactorily, and capacity improvements are not needed. However, because senior drivers may use the access, it will be important to maintain adequate sight distance looking north and south from the new driveway. The city should consider the need for No Parking limitations in that area.

The Terraces - CEQA Document - Mitigated Negative Declaration KD Anderson & Associates, Inc.

Transportation Engineers
figure 5

EXISTING PLUS PROJECT TRAFFIC VOLUMES AND LANE CONFIGURATIONS 0045-01 RA 4/7/2022
1 Vera Ave/ W Main St
1 2
R1-1
R1-1

VEHICLE TRAFFIC

PEDESTRIAN TRAFFIC
1 Vera Ave/ W Main St
2 Vera Ave/ Project Dwy
R1-1
(0) 2(0) 0
0 (0)0 (0)
0 (7)
23 (2)
(10) 15
(9) 21
Stop Sign
Legend
AM Peak Hour Volume
Signalized Intersection
R1-1
XX
Pedestrian Crossing
(XX) PM Peak Hour Volume
(1) 1
(0) 12(0) 26
35 (11)17 (12)
297 (341)
21 (13)
(394) 309
(25) 17
(5) 2
(33) 48
1 (3)44 (15) 8 (8)
3 (2)
The Terraces - CEQA Document - Mitigated Negative Declaration Traffic Operational Analysis for the Page 19
Bethany Home Independent Senior Living Facility, Ripon, CA (April 7, 2022) TABLE 7

EXISTING PLUS PROJECT PEAK HOUR

INTERSECTION LEVELS OF SERVICE
Intersection Control
Time Period
AM Peak Hour
(7:00 to 9:00 a.m.)
PM Peak Hour
(4:00 to 6:00 p.m.)
LOS
Average
Delay
(sec/veh) LOS
Average
Delay
(sec/veh) LOS
Average
Delay
(sec/veh) LOS
Average
Delay
(sec/veh)
Main Street / Vera Avenue
Northbound approach
Southbound Approach
NB / SB Stop C
C

16.4 15.2
C
C

18.5 15.4
C
C

15.4 19.4
C
C

16.7 19.8
Vera Avenue / Access
Westbound approach WB Stop - -A 8.7 - -A 8.5
Bold indicates conditions in excess of adopted minimum LOS D standard The Terraces - CEQA Document - Mitigated Negative Declaration Traffic Operational Analysis for the Page 20
Bethany Home Independent Senior Living Facility, Ripon, CA (April 7, 2022)

APPENDIX
Traffic Count
Level of Service Worksheets
The Terraces - CEQA Document - Mitigated Negative Declaration Prepared by National Data & Surveying Services
ID: 22-090002-001 Day:

City: Ripon Date:

AM 26 12 1 0 AM
NOON 0 0 0 0 NOON
PM 0 0 1 0 PM

AM NOON PM PM NOON AM
0 0 0 0
0 0 0 0
0 341 0 297
0 0 0 0 0 11 0 20
0 0 0 0 TEV 723 0 782 0 0 0 0
307 0 391 0 PHF 0.70 0.85
16 0 22 0
0 0 0 0

AM NOON PM PM NOON AM
PM 0 7 0 9 PM
NOON 0 0 0 0 NOON
AM 0 12 0 32 AM
Pedestrians (Crosswalks)
Totals (PM) Total Bikes (PM)
0 48

NORTHBOUND
Vera Ave
Totals (NOON) Total Bikes (NOON)
NONE
401 0 340
Totals (AM) 33 Total Bikes (AM)
W Main St

EASTBOUND

WESTBOUND
W Main St
335 0 348

CONTROL
1-Way Stop(NB)
0 NONE
04:45 PM - 05:45 PM 0
Vera Ave & W Main St
Peak Hour Turning Movement Count
Vera Ave Tuesday
SOUTHBOUND 1/25/2022

PEAK HOURS
4:00 PM - 06:00 PM
07:45 AM - 08:45 AM 0 7:00 AM - 09:00 AM

COUNT PERIODS

AM NOON PM
PM
AM
AM
NOON
PM
PM
NOON
AM
AM
NOON
PM
NOON

PMNOONAMAMNOONPM

PMNOONAMAMNOONPM
0 0
0 0
0 2
10 1370
2 0
0 0
0 0
0 20 2300 7
0 2
0 0
0 0
000
000
0 0
0 0
0 0
000
000
0 1
0 0
3 0
000
000
0 341
22 11
391
0 001
709
0 0
0 0
0 0
000
000
0 297
16 20
307
0 26121
12032
The Terraces - CEQA Document - Mitigated Negative Declaration National Data & Surveying ServicesIntersection Turning Movement Count Location: Vera Ave & W Main St
City: Ripon Project ID:

Control: 1-Way Stop(NB) Date:

NS/EW Streets:
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
7:00 AM 5 0 0 0 0 0 0 0 0 37 1 0 0 21 0 0 64
7:15 AM 2 0 7 0 0 0 0 0 0 44 4 0 1 31 0 0 89
7:30 AM 2 0 1 0 0 0 0 0 0 40 2 0 2 23 0 0 70
7:45 AM 6 0 11 0 0 0 0 0 0 99 3 0 1 55 0 0 175
8:00 AM 2 0 19 0 0 7 14 0 0 104 8 0 10 96 0 0 260
8:15 AM 3 0 1 0 1 5 12 0 0 71 5 0 8 108 0 0 214
8:30 AM 1 0 1 0 0 0 0 0 0 33 0 0 1 38 0 0 74
8:45 AM 3 0 3 0 0 0 0 0 0 20 2 0 0 34 0 0 62

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES : 24 0 43 0 1 12 26 0 0 448 25 0 23 406 0 0 1008 APPROACH %'s : 35.82% 0.00% 64.18% 0.00% 2.56% 30.77% 66.67% 0.00% 0.00% 94.71% 5.29% 0.00% 5.36% 94.64% 0.00% 0.00% PEAK HR : 7:45 AM 40 0 0 TOTAL
PEAK HR VOL : 12 0 32 0 1 12 26 0 0 307 16 0 20 297 0 0 723 PEAK HR FACTOR : 0.500 0.000 0.421 0.000 0.250 0.429 0.464 0.000 0.000 0.738 0.500 0.000 0.500 0.688 0.000 0.000 Headers NBL NBT NBR NBU SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
4:00 PM 6 0 1 0 0 0 0 0 0 70 13 0 2 50 0 0 142
4:15 PM 8 0 1 0 0 0 0 0 0 80 4 0 3 52 0 0 148
4:30 PM 9 0 2 0 0 0 0 0 0 75 12 0 4 62 0 0 164
4:45 PM 0 0 5 0 1 0 0 0 0 95 3 0 2 66 0 0 172
5:00 PM 1 0 0 0 0 0 0 0 0 89 8 0 1 81 0 0 180
5:15 PM 2 0 4 0 0 0 0 0 0 110 8 0 3 102 0 0 229
5:30 PM 4 0 0 0 0 0 0 0 0 97 3 0 5 92 0 0 201
5:45 PM 2 0 1 0 0 0 0 0 0 83 4 0 0 46 0 0 136

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES : 32 0 14 0 1 0 0 0 0 699 55 0 20 551 0 0 1372 APPROACH %'s : 69.57% 0.00% 30.43% 0.00% 100.00% 0.00% 0.00% 0.00% 0.00% 92.71% 7.29% 0.00% 3.50% 96.50% 0.00% 0.00% PEAK HR : 4:45 PM 292 0 0 TOTAL
PEAK HR VOL : 7 0 9 0 1 0 0 0 0 391 22 0 11 341 0 0 782 PEAK HR FACTOR : 0.438 0.000 0.450 0.000 0.250 0.000 0.000 0.000 0.000 0.889 0.688 0.000 0.550 0.836 0.000 0.000 Data - Totals
Vera Ave Vera Ave W Main St W Main St

0.524 0.464 0.721 0.683
AM

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
PM

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
22-090002-001
1/25/2022
04:45 PM - 05:45 PM

0.854 0.667 0.250 0.875 0.838
07:45 AM - 08:45 AM

0.695
The Terraces - CEQA Document - Mitigated Negative Declaration National Data & Surveying ServicesIntersection Turning Movement Count Location: Vera Ave & W Main St
City: Ripon Project ID:

Control: 1-Way Stop(NB) Date:

NS/EW Streets:
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
7:00 AM 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 1
7:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1
7:30 AM 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 1
7:45 AM 0 0 0 0 0 0 0 0 0 2 0 0 0 1 0 0 3
8:00 AM 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 1
8:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES : 0 0 0 0 0 0 0 0 0 5 0 0 1 1 0 0 7
APPROACH %'s : 0.00% 100.00% 0.00% 0.00% 50.00% 50.00% 0.00% 0.00% PEAK HR : 7:45 AM 40 0 0 TOTAL
PEAK HR VOL : 0 0 0 0 0 0 0 0 0 3 0 0 0 1 0 0 4
PEAK HR FACTOR : 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.375 0.000 0.000 0.000 0.250 0.000 0.000 Headers NBL NBT NBR NBU SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
4:00 PM 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 2
4:15 PM 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 1
4:30 PM 0 0 0 0 0 0 0 0 0 1 0 0 0 2 0 0 3
4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1
5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1
5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES : 0 0 0 0 0 0 0 0 0 4 0 0 0 6 0 0 10
APPROACH %'s : 0.00% 100.00% 0.00% 0.00% 0.00% 100.00% 0.00% 0.00% PEAK HR : 4:45 PM 292 0 0 TOTAL
PEAK HR VOL : 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2
PEAK HR FACTOR : 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.500 0.000 0.000 Data - Bikes
Vera Ave Vera Ave W Main St W Main St

0.375 0.250
AM

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
PM

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
22-090002-001
1/25/2022
04:45 PM - 05:45 PM

0.500 0.500
07:45 AM - 08:45 AM

0.333
The Terraces - CEQA Document - Mitigated Negative Declaration National Data & Surveying ServicesIntersection Turning
Movement Count
Location: Vera Ave & W Main St Project ID:

City: Ripon Date:

NS/EW Streets:

EB WB EB WB NB SB NB SB TOTAL
7:00 AM 1 0 0 1 0 0 0 0 2
7:15 AM 1 0 0 0 0 0 0 0 1
7:30 AM 1 3 0 0 0 0 0 0 4
7:45 AM 8 0 3 1 0 0 1 0 13
8:00 AM 9 0 3 4 0 0 0 0 16
8:15 AM 6 0 7 2 0 0 0 0 15
8:30 AM 0 0 0 0 0 0 1 0 1
8:45 AM 3 2 1 0 2 0 0 0 8

EB WB EB WB NB SB NB SB TOTAL
TOTAL VOLUMES : 29 5 14 8 2 0 2 0 60
APPROACH %'s : 85.29% 14.71% 63.64% 36.36% 100.00% 0.00% 100.00% 0.00% PEAK HR : 7:45 AM 39 -1 -1 TOTAL
PEAK HR VOL : 23 0 13 7 0 0 2 0 45
PEAK HR FACTOR : 0.639 0.464 0.438 0.500
Headers NEB NWB SEB SWB ENS ESB WNB WSB

EB WB EB WB NB SB NB SB TOTAL
4:00 PM 5 2 0 2 0 0 0 0 9
4:15 PM 2 1 1 2 0 0 0 0 6
4:30 PM 0 1 1 0 0 1 0 0 3
4:45 PM 0 2 0 0 0 0 0 0 2
5:00 PM 0 0 0 1 0 0 0 0 1
5:15 PM 0 5 0 1 0 0 0 0 6
5:30 PM 2 0 1 0 0 0 0 0 3
5:45 PM 0 4 0 0 0 0 0 0 4

EB WB EB WB NB SB NB SB TOTAL
TOTAL VOLUMES : 9 15 3 6 0 1 0 0 34
APPROACH %'s : 37.50% 62.50% 33.33% 66.67% 0.00% 100.00% PEAK HR : 4:45 PM 289 -3 -3 TOTAL
PEAK HR VOL : 2 7 1 2 0 0 0 0 12
PEAK HR FACTOR : 0.250 0.350 0.250 0.500
Data - Pedestrians (Crosswalks)
Vera Ave Vera Ave W Main St W Main St

0.556 0.500
07:45 AM - 08:45 AM

AM NORTH LEG SOUTH LEG EAST LEG WEST LEG

PM NORTH LEG SOUTH LEG EAST LEG WEST LEG
22-090002-001
1/25/2022

0.500 0.450 0.750
04:45 PM - 05:45 PM

0.703 0.639
The Terraces - CEQA Document - Mitigated Negative Declaration The Terraces - CEQA Document - Mitigated Negative Declaration HCM 6th TWSC AM EXISTING
1: VERA AVE & W MAIN ST 02/03/2022
BETHANY SENIOR HOUSING Synchro 11 Report
KD ANDERSON & ASSOC Page 1
Intersection
Int Delay, s/veh 2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 0 307 16 20 297 0 12 0 32 1 12 26
Future Vol, veh/h 0 307 16 20 297 0 12 0 32 1 12 26
Conflicting Peds, #/hr 0 0 20 20 00200002
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length - - - 0 --------
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 70 70 70 70 70 70 70 70 70 70 70 70
Heavy Vehicles, % 2 22222222222
Mvmt Flow 0 439 23 29 424 0 17 0 46 1 17 37
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 424 0 0 482 0 0 982 953 471 956 964 426 Stage 1 - - - - - - 471 471 - 482 482 -
Stage 2 - - - - - - 511 482 - 474 482 -
Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - ----- 6.12 5.52 - 6.12 5.52 -
Critical Hdwy Stg 2 - ----- 6.12 5.52 - 6.12 5.52 -
Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1135 - - 1081 - - 228 259 593 238 255 628 Stage 1 - - - - - - 573 560 - 565 553 -
Stage 2 - - - - - - 545 553 - 571 553 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1135 - - 1060 - - 195 247 582 215 244 627 Mov Cap-2 Maneuver - - - - - - 195 247 - 215 244 -
Stage 1 - - - - - - 562 549 - 565 538 -
Stage 2 - - - - - - 482 538 - 526 542 -
Approach EB WB NB SB
HCM Control Delay, s 0 0.5 16.4 15.2

HCM LOS C C
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 378 1135 - - 1060 - - 409
HCM Lane V/C Ratio 0.166 - - - 0.027 - - 0.136
HCM Control Delay (s) 16.4 0 - - 8.5 - - 15.2
HCM Lane LOS C A - - A - - C
HCM 95th %tile Q(veh) 0.6 0 - - 0.1 - - 0.5
The Terraces - CEQA Document - Mitigated Negative Declaration HCM 6th TWSC PM EXISTING
1: VERA AVE & W MAIN ST 02/03/2022
BETHANY SENIOR HOME Synchro 11 Report
KD ANDERSON & ASSOC Page 1
Intersection
Int Delay, s/veh 0.5
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 0 391 22 11 341 0708100
Future Vol, veh/h 0 391 22 11 341 0708100
Conflicting Peds, #/hr 0 03300000000
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length - - - 0 --------
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85
Heavy Vehicles, % 2 22222222222
Mvmt Flow 0 460 26 13 401 0809100
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 401 0 0 489 0 0 903 903 476 905 916 401 Stage 1 - - - - - - 476 476 - 427 427 -
Stage 2 - - - - - - 427 427 - 478 489 -
Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - ----- 6.12 5.52 - 6.12 5.52 -
Critical Hdwy Stg 2 - ----- 6.12 5.52 - 6.12 5.52 -
Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1158 - - 1074 - - 258 277 589 257 272 649 Stage 1 - - - - - - 570 557 - 606 585 -
Stage 2 - - - - - - 606 585 - 568 549 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1158 - - 1071 - - 255 273 587 251 268 649 Mov Cap-2 Maneuver - - - - - - 255 273 - 251 268 -
Stage 1 - - - - - - 568 555 - 606 578 -
Stage 2 - - - - - - 599 578 - 559 547 -
Approach EB WB NB SB
HCM Control Delay, s 0 0.3 15.4 19.4

HCM LOS C C
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 365 1158 - - 1071 - - 251
HCM Lane V/C Ratio 0.048 - - - 0.012 - - 0.005
HCM Control Delay (s) 15.4 0 - - 8.4 - - 19.4
HCM Lane LOS C A - - A - - C
HCM 95th %tile Q(veh) 0.2 0 - - 0 - - 0
The Terraces - CEQA Document - Mitigated Negative Declaration HCM 6th TWSC AM EX PL PROJ
1: VERA AVE & W MAIN ST 02/03/2022
BETHANY SENIOR HOUSING Synchro 11 Report
KD ANDERSON & ASSOC Page 1
Intersection
Int Delay, s/veh 2.4
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 0 309 17 21 297 0 17 0 35 1 12 26
Future Vol, veh/h 0 309 17 21 297 0 17 0 35 1 12 26
Conflicting Peds, #/hr 0 0 32 32 00200002
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length - - - 0 --------
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 70 70 70 70 70 70 70 70 70 70 70 70
Heavy Vehicles, % 2 22222222222
Mvmt Flow 0 441 24 30 424 0 24 0 50 1 17 37
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 424 0 0 497 0 0 998 969 485 962 981 426 Stage 1 - - - - - - 485 485 - 484 484 -
Stage 2 - - - - - - 513 484 - 478 497 -
Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - ----- 6.12 5.52 - 6.12 5.52 -
Critical Hdwy Stg 2 - ----- 6.12 5.52 - 6.12 5.52 -
Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1135 - - 1067 - - 223 254 582 235 249 628 Stage 1 - - - - - - 563 552 - 564 552 -
Stage 2 - - - - - - 544 552 - 568 545 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1135 - - 1034 - - 188 239 564 209 235 627 Mov Cap-2 Maneuver - - - - - - 188 239 - 209 235 -
Stage 1 - - - - - - 546 535 - 564 536 -
Stage 2 - - - - - - 480 536 - 518 529 -
Approach EB WB NB SB
HCM Control Delay, s 0 0.6 18.5 15.4

HCM LOS C C
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 341 1135 - - 1034 - - 401
HCM Lane V/C Ratio 0.218 - - - 0.029 - - 0.139
HCM Control Delay (s) 18.5 0 - - 8.6 - - 15.4
HCM Lane LOS C A - - A - - C
HCM 95th %tile Q(veh) 0.8 0 - - 0.1 - - 0.5
The Terraces - CEQA Document - Mitigated Negative Declaration HCM 6th TWSC AM EX PL PROJ
2: PROJECT DWY & VERA AVE 02/03/2022
BETHANY SENIOR HOUSING Synchro 11 Report
KD ANDERSON & ASSOC Page 2
Intersection
Int Delay, s/veh 1
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 3 8 44 1 2 48
Future Vol, veh/h 3 8 44 1 2 48
Conflicting Peds, #/hr 2 20000
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 -----
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 22222
Mvmt Flow 3 9 48 1 2 52
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 107 51 0 0 49 0
Stage 1 49 -----
Stage 2 58 -----
Critical Hdwy 6.42 6.22 - - 4.12 -
Critical Hdwy Stg 1 5.42 -----
Critical Hdwy Stg 2 5.42 -----
Follow-up Hdwy 3.518 3.318 - - 2.218 -
Pot Cap-1 Maneuver 891 1017 - - 1558 -
Stage 1 973 -----
Stage 2 965 -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver 888 1015 - - 1558 -
Mov Cap-2 Maneuver 888 -----
Stage 1 973 -----
Stage 2 962 -----
Approach WB NB SB
HCM Control Delay, s 8.7 0 0.3

HCM LOS A
Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT
Capacity (veh/h) - - 977 1558 -
HCM Lane V/C Ratio - - 0.012 0.001 -
HCM Control Delay (s) - - 8.7 7.3 0
HCM Lane LOS - - A A A
HCM 95th %tile Q(veh) - - 0 0 -
The Terraces - CEQA Document - Mitigated Negative Declaration HCM 6th TWSC PM EX PL PROJ
1: VERA AVE & W MAIN ST 02/03/2022
BETHANY SENIOR HOME Synchro 11 Report
KD ANDERSON & ASSOC Page 1
Intersection
Int Delay, s/veh 0.6
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 0 394 25 13 341 0 12 0 11 1 0 0
Future Vol, veh/h 0 394 25 13 341 0 12 0 11 1 0 0
Conflicting Peds, #/hr 0 0 15 15 00000000
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length - - - 0 --------
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85
Heavy Vehicles, % 2 22222222222
Mvmt Flow 0 464 29 15 401 0 14 0 13 1 0 0
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 401 0 0 508 0 0 925 925 494 916 939 401 Stage 1 - - - - - - 494 494 - 431 431 -
Stage 2 - - - - - - 431 431 - 485 508 -
Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - ----- 6.12 5.52 - 6.12 5.52 -
Critical Hdwy Stg 2 - ----- 6.12 5.52 - 6.12 5.52 -
Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1158 - - 1057 - - 250 269 575 253 264 649 Stage 1 - - - - - - 557 546 - 603 583 -
Stage 2 - - - - - - 603 583 - 563 539 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1158 - - 1042 - - 244 261 567 244 257 649 Mov Cap-2 Maneuver - - - - - - 244 261 - 244 257 -
Stage 1 - - - - - - 549 538 - 603 575 -
Stage 2 - - - - - - 594 575 - 550 531 -
Approach EB WB NB SB
HCM Control Delay, s 0 0.3 16.7 19.8

HCM LOS C C
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 335 1158 - - 1042 - - 244
HCM Lane V/C Ratio 0.081 - - - 0.015 - - 0.005
HCM Control Delay (s) 16.7 0 - - 8.5 - - 19.8
HCM Lane LOS C A - - A - - C
HCM 95th %tile Q(veh) 0.3 0 - - 0 - - 0
The Terraces - CEQA Document - Mitigated Negative Declaration HCM 6th TWSC PM EX PL PROJ
2: PROJECT DWY & VERA AVE 02/03/2022
BETHANY SENIOR HOME Synchro 11 Report
KD ANDERSON & ASSOC Page 2
Intersection
Int Delay, s/veh 1.9
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 2 8 15 3 5 33
Future Vol, veh/h 2 8 15 3 5 33
Conflicting Peds, #/hr 2 20000
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 -----
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 22222
Mvmt Flow 2 9 16 3 5 36
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 66 20 0 0 19 0
Stage 1 18 -----
Stage 2 48 -----
Critical Hdwy 6.42 6.22 - - 4.12 -
Critical Hdwy Stg 1 5.42 -----
Critical Hdwy Stg 2 5.42 -----
Follow-up Hdwy 3.518 3.318 - - 2.218 -
Pot Cap-1 Maneuver 939 1058 - - 1597 -
Stage 1 1005 -----
Stage 2 974 -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver 934 1056 - - 1597 -
Mov Cap-2 Maneuver 934 -----
Stage 1 1005 -----
Stage 2 969 -----
Approach WB NB SB
HCM Control Delay, s 8.5 0 1

HCM LOS A
Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT
Capacity (veh/h) - - 1029 1597 -
HCM Lane V/C Ratio - - 0.011 0.003 -
HCM Control Delay (s) - - 8.5 7.3 0
HCM Lane LOS - - A A A
HCM 95th %tile Q(veh) - - 0 0 -
The Terraces - CEQA Document - Mitigated Negative Declaration

Ripon City CouncilAugust 9, 2022

Ripon City Council
August 9, 2022