CITY OF LAGUNA NIGUEL
CITY COUNCIL AGENDA ITEM
To: Honorable Mayor and Council Members
FROM: Jacki Scott, Public Works Director/City Engineer
DATE: October 1, 2024
SUBJECT: Approval of Amendment No. 4 to the On-Call Professional Services Agreement with Kimley-Horn and Associates, Inc., for Engineering Design of the Bus Shelter Replacement Project, Cash Contract No. 24-08
RECOMMENDATION
Staff recommends that the City Council:
1. Approve Amendment No. 4 to the On-Call Professional Services Agreement with Kimley-Horn and Associates, Inc., to provide engineering design services for the Bus Shelter Replacement Project, Cash Contract No. 24-08 for a not-to-exceed amount of $99,985;
2. Approve a not-to-exceed 15% contingency of the total contract in the amount of $14,998 for unforeseen conditions or extra work and authorize the Public Works Director/City Engineer to approve additional work for a total not-to-exceed amount of $114,983 if needed; and,
3. Authorize the City Manager to execute Amendment No. 4 to the On-Call Professional Services Agreement with Kimley-Horn and Associates, Inc., subject to the City Attorney making non-substantive changes.
BACKGROUND
The City of Laguna Niguel is responsible for maintaining 28 bus shelters that are along Golden Lantern, Moulton Parkway, Crown Valley Parkway and Alicia Parkway, which serve the patrons of buses operated by the Orange County Transportation Authority (OCTA). These shelters are more than 25 years old and need to be replaced.
As part of the 2024 Strategic Plan update, the City Council directed staff to initiate the design for the new bus shelters. As part of the design, a pre-built, semi-customized bus shelter will be specified by Tolar Manufacturing. Customizable features include: a solid roof for shade, perforated rear panels allowing for visibility and air flow, tempered glass side panels for visibility and weather protection, solar lighting, and City of Laguna Niguel branding and signage. Benches and trash receptacles will also be included and will
conform to the City's standards. The design will also include an option for trolley stop signage, when appropriate. A locations map for the project is provided as Attachment "A".
The engineering design services will include the following: evaluation of existing conditions, utility research and notification, coordination with OCTA to finalize stop locations, renderings of the bus shelter design. Kimley- Horn will also submit bus stop improvement plans, bus shelter details, lighting details, foundation design, cost estimates and project specifications. Completion of the Bus Shelter Replacement Project supports City Council Goal 4 (Infrastructure and Technology) of the City's adopted Strategic Plan.
ANALYSIS
Following City Council adoption of the Fiscal Year 2024-25 CIP budget in June 2024, staff issued a Request for Proposals (RFP) to identity the most qualitied consultant to provide engineering design services, prepare plans and specifications, and provide construction support services (Attachment "B"). The RFP was sent to eight consultant firms on the City's On-Call Professional Services List.
In response to the RFP, four proposals were received. The proposals were evaluated based on the following five criteria: (1) Letter of Transmittal; (2) Key Personnel; (3) Project Approach; (4) Similar Projects; and (5) Schedule. The Proposals Evaluation Summary can be found as Attachment "C". The table below displays the consultant firm, evaluation ranking, and costs for all received proposals.
Evaluation
Consultant Proposed Cost
Ranking
Kimley Horn & Associates, Inc. (Recommended) 1 $99,985
RJM Design Group 2 $96,500
David Volz Design 3 $156,658
Nuvis 4 $189,755
Pursuant to Laguna Niguel Municipal Code Section 3-6-8, professional services contracts shall be awarded on the basis of the demonstrated competence of the service providers, and on the service provider's professional qualifications necessary for the satisfactory performance of the services required, and on the fairness and reasonableness of the cost of the services to the City and shall not be awarded solely on the basis of cost.
After a thorough review of the proposals received and based on all relevant factors, RJM Design Group did not include robust utility research or OCTA coordination services in its proposal. Therefore, staff believes that Kimley-Horn and Associates, Inc. represents the best overall value to provide the requested services. Kimley-Horn and Associates, Inc. was selected for its highly qualified staff, methodology and extensive experience providing similar services. Most notably, Kimley-Horn has provided services to OCTA to update their bus stop standards and bus shelter requirements.
Staff recommends that the City Council approve Amendment No. 4 to the On-Call Professional Services Agreement with Kimley-Horn and Associates, Inc. to provide engineering design services for the Bus Shelter Replacement Project, Cash Contract No. 24-08 for a not-to-exceed amount of $99,985 (Attachment "D"). In addition, Amendment No. 4 will include a not-to-exceed 15% contingency in the amount of $14,998 for unforeseen conditions or extra work for a total not-to-exceed amount of $114,983.
ALTERNATIVES CONSIDERED
1. The City Council may direct staff to reject all proposals and rebid the RFP for engineering design services for the Bus Shelter Replacement Project. Staff believes that reissuing the RFP will not result in more desirable proposals.
2. The City Council may decide not to approve Amendment No. 4 to the On-Call Professional Services Agreement with Kimley-Horn and Associates, Inc. This alternative is not recommended as the bus shelter infrastructure would remain in its current condition, until the project is completed at a future date.
FISCAL REVIEW
The Fiscal Year 2024-25 Capital Improvement Program includes sufficient funds for Amendment No. 4 to the On-Call Professional Services Agreement with Kimley-Horn and Associates, Inc.
LEGAL REVIEW
The City Attorney's Office has reviewed the Amendment and has approved the document as to form.
CONCLUSION
Staff recommends that the City Council:
1. Approve Amendment No. 4 to the On-Call Professional Services Agreement with Kimley-Horn and Associates, Inc., to provide engineering design services for the Bus Shelter Replacement Project, Cash Contract No. 24-08 for a not-to-exceed amount of $99,985;
1. Approve a not-to-exceed 15% contingency of the total contract in the amount of $14,998 for unforeseen conditions or extra work and authorize the Public Works Director/City Engineer to approve additional work for a total not-to-exceed amount of $114,983 if needed; and,
2. Authorize the City Manager to execute Amendment No. 4 to the On-Call Professional Services Agreement with Kimley-Horn and Associates, Inc., subject to the City Attorney making non-substantive changes.
Jamass 8 tousneau
Tamara S. Letourneau Jack/ Scott
City Manager Public Works Director/City Engineer
AMartin
Harrison Martin
Senior Civil Engineer
Attachments:
A. Locations Map
B. RFP for Bus Shelter Replacement Project
C. Proposals Evaluation Summary
D. Amendment No. 4 to the On-Call Professional Services Agreement with Kimley-Horn and Associates, Inc.
ATTACHMENT A
Locations Map
LEGEND
Bus Shelter Locations
Cabot Road
OCTA Bus Route
Road Forbes
Moulton Parkway
Alicia Parkway
Crown Valley Parkway
Wiguey
Golden Lantern
Location Map
Bus Shelters
Cash Contract No. 24-08
ATTACHMENT B
RFP for Bus Shelter Replacement Project
REQUEST FOR PROPOSALS
BUS SHELTER DESIGN SERVICES
Plans, Specifications & Estimates
Proposals must be received by:
July 25, 2024, at 4:00 P.M.
The City of Laguna Niguel, Public Works Department is requesting proposals from qualified consultants to provide Bus Shelter Design Services for the Bus Shelter Replacement project.
The following is the anticipated Request for Proposals (RFP) schedule. The City reserves the right to make changes to the below schedule for selection and award of the Agreement. Any and all changes in this RFP will be made by written Addendum.
Milestone Date
RFP Issued June 27, 2024
Deadline for RFP Question July 11, 2024
City Response to Questions July 16, 2024
RFP Submittal ("RFP Due Date") July 25, 2024, 4:00 pm
Tentative Award of Agreement August 2024
Staff Contact: Harrison Martin, [email protected] 1 The City invites consultants currently on the City's On-call list to provide professional engineering services and/or landscape architecture services to submit written proposals for design services for the Project. Should an award of contract be made, the selected consultant will enter into an Amendment to its On-call Professional Services Agreement with the City to provide the proposed services. Design work, concluding with a ready to bid set of plans and specifications, is to be completed within six (6) months of authorization to proceed.
PROJECT DESCRIPTION
The City's Bus Shelters are more than 25 years old and need to be replaced. In 2019, the City had a custom design created for the replacement of 28 bus shelters and related work and placed the project out to bid. However, funding limitations and the consequences of the Covid-19 Pandemic caused this project to be shelved. The 2019 Bus Shelter Plans are attached for information. Note that the 2019 Plans include work at Non-Shelter locations. The Non-Shelter locations are not a part of this RFP Scope of Work.
The City now seeks to re-engage this project to replace the same 28 bus shelters but has determined to not use the custom design with the intent to reduce the project costs. The City desires to utilize a pre-built semi-customized bus shelter by Tolar Manufacturing (Tolarmfg.com).
The City has selected the "Signa-Sunset" design as the base for this project, particularly the "Goleta" version also known as Signa-Sunset 38. Attributes of the customized bus shelter shall include a solid roof for shade, perforated rear panels allowing for visibility and air flow, tempered glass side panels for visibility and weather protection, solar lighting, and Laguna Niguel branding and signage, all in a powder coated finish/color to be determined. Benches and trash receptacles shall be included and shall conform to a City type selection to be determined. The Benches and trash receptacles will not necessarily be from Tolar.
SCOPE OF SERVICES
The project will include phases for site research, preliminary design, final design, deliverables (plans, specifications and estimates), bid assistance, and construction support. Key areas include site evaluation and analysis of 28 Bus Shelter Replacement locations, ADA assessments, final selection of a prefabricated Bus Shelter, sizing of Bus Shelters for each location based upon boardings and alighting data from OCTA, structural analysis for footings, if not otherwise provided by the Bus Shelter Company, customization of the Shelter to match the "Laguna Niguel Standard", selection of bench and waste receptacles, preparation of Bid Documents and plan check through the City Building Department. Other typical duties the consultant shall perform include, but are not limited to, the following:
A. Site Research Phase
1. Kick-off Meeting - Consultant will schedule a design kick-off meeting with City staff to discuss the scope of work, objectives, design criteria, technical requirements, and project schedule. Additionally, throughout the development of the plans, monthly meetings will be conducted by the consultant. The consultant will schedule these meetings and provide meeting minutes for all participants.
2. Research & Review Available Data - Consultant will compile and review all related records and documents from the City, if available. Existing documentation research that will be reviewed include the County, City, utility, OCTA and other pertinent records and documents, existing street, signal, storm drain, gas, sewer, and water main improvement plans, traffic volume data, topographic data maps, geotechnical reports, environmental reports, record drawings, street and utility plans, survey centerline and private property monument data, bus stop location information and other information. If this documentation is not available, the consultant shall evaluate each site as necessary to assure a proper professional design.
Consultant shall confirm all bus top locations in active use by OCTA and all existing bus shelter locations on a citywide basis and compare the records and field conditions. All records will be compiled and returned to the City upon project completion. The consultant will conduct existing records research in the area and all design work will be coordinated with the affected utilities.
3. Utility Research & Notification - Consultant will conduct a detailed local utility investigation and contact all affected utilities and cross-reference the findings with any information provided by the City. Each company will be initially contacted to inform them of the upcoming project (Utility Contact 1) and request information pertaining to their utilities such as verification of the sizes, depths, and locations of their underground lines, facilities, and substructures within the project vicinity. Once the requested information is received from the utility owners, the consultant will cross-check the plotted locations with field review information to ensure the existing utility lines are shown in their proper locations. The compiled information will be integrated into the 60% construction plans and provided to all affected utility owners with the second utility notification letter (Utility Contact 2). Consultant will ensure that the final design is compatible with all utilities to be installed, relocated, adjusted, or otherwise modified within the project area and a final utility notification letter containing the final construction plans will be sent to all affected utility owners (Utility Contact 3). Consultant will meet with the affected utility owners throughout the development of the plans. If it is determined upon completing the design for the project that the utility research data gathered is not sufficient to accurately determine the locations of the utilities or there is a concern that conflicts may exist that require field verification, the recommendation will be made for utility potholing to be conducted prior to or commensurate with construction.
4. Site Evaluation - Consultant will schedule a site inspection and evaluation.
Consultant will verify records drawings and data, evaluate pavement and concrete infrastructure conditions, identify proposed improvements and requirements for private property improvements, inventory existing facilities, and assess ADA accessibility. Consultant shall identify the need for ADA improvements only in the immediate vicinity of each bus shelter. Street level photographs should also be taken of key project areas. Land surveying of each Bus Shelter location is not anticipated to be necessary. However, Consultant shall make that determination and identify if this work is needed.
5. Geotechnical Investigation - No geotechnical investigation is anticipated.
Consultant shall identify if this work is needed.
6. OCTA Coordination - Consultant will contact OCTA and confirm the active bus routes and the continuing need for the existing 28 bus stops. Make recommendations for updated information of bus shelter needs and removal of any bus shelters no longer at an active bus stop. The final number of bus shelters may change as a result of this research. Consultant shall also request boarding and alighting data for all bus stops and recommend the size of each bus shelter. At a minimum, the bus shelters shall accommodate three seats and one ADA wheelchair accessible space. All Bus Shelters shall meet the minimum standards of OCTA, see attached.
7. Tolar Manufacturing - Consultant will contact Tolar Manufacturing and begin the discussion of customization of the bus shelters.
B. Preliminary Design Phase
1. Base Sheets - Consultant will provide base sheets that are prepared through the compilation of the researched records, aerial photographs, topographic survey data (where available), site visit findings, and underground utility line records obtained from as-built plans from utility companies. All plans shall be developed at 1" = 40' scale, or 1" = 20' scale as needed for detail, using the latest AutoCAD Civil 3D software and drafted using conventional line style and text annotation stored as a separate layer. All plan sheets shall be 24"x36" plan sheet size.
2. Preliminary Design - Consultant will assess viable design alternatives for customization of the Tolar Signa-Sunset bus shelter based upon the "Goleta" base, known as Signa-Sunset #38. Three conceptual customized bus shelter options are to be provided to the City along with cost estimates and multiple plan view drawings. Consultant shall schedule a stakeholder meeting and facilitate the selection of the preferred bus shelter custom elements.
Consultant shall provide Tolar Manufacturing with each bus shelter latitude and longitude and request a solar lighting analysis. Should the solar lighting analysis not support a bus shelter mounted solar panel, alternatives shall be developed to provide acceptable lighting of the bus shelter. Consultant shall offer options for benches and trash receptacles at each shelter location. One option will be based upon the benches and trash receptacles in use at City Parks, see attached. Consultant will assess construction costs, utility locations, 4 and impacts to residents, transit users and businesses associated with each design option and develop an accurate cost-benefit analysis.
3. 60% Plans - Submit 60% complete plans for initial City plan check and respond to comments.
C. Final Design Phase
90% PS&E - Once the preferred bus shelter custom elements are selected, the consultant will begin the preparation of the PS&E to make submissions at 90% completion. The consultant shall walk the site with city staff at the submittal of the 90% PS&E stage, to confirm the specific design concepts of the project.
1. Plans - Consultant will populate the plan set with the necessary information and submit the plans for city review and approval. The plans will be drafted using the City's standard title block, notes, formatting and conventional line styles. Traffic Control Plans and Construction Staging Plans will be provided by the Contractor and a statement to this effect will be included in the Specifications. All plans should be developed using the latest AutoCAD and Civil 3D software. Plans to include, but not be limited to, Title Sheet, Demolition Plan, Site Plan for each Bus Shelter, Bus Shelter plans, and Detail Sheets).
2. Foundation design - Consultant shall apply for a Building Department plan check of the foundation design for the bus shelters, provide plans and calculations and prosecute the plan check until a permit is ready to issue. Tolar Manufacturing is expected to provide the foundation design information to Code, however, the consultant shall remain responsible for the final approval of this design and shall provide any supplemental design work required by the Building Department.
3. Cost Estimates - The construction cost estimate development will be a continuous process which begins at project inception and ends with design completion. Consultant will provide an updated construction cost estimate at each submittal. Consultant will coordinate and conduct value engineering study/analysis for any alternatives.
4. Specifications - Consultant will draft the specifications package utilizing a boilerplate template provided by the City based upon the 2024 Standard Specifications for Public Works Construction (Greenbook). The specifications submittal shall include a scope of work description of the construction, a list and definition of all bid items, necessary utility and staff contacts, a recommended number of working days for construction and project specific technical specifications, including instructions, contact and lead time for 5 ordering of the Tolar customized bus shelters and the provision for submittals to be approved by Consultant and City. Include project specific details and/or photographs in the specifications, as needed.
5. Submittals - Consultant will submit electronic copies of the contract documents to the City plan check, review and feedback. Consultant will coordinate a Plan Check Meeting and field walk-through (as necessary) with the City for each submittal following the distribution of electronic copies. Consultant will also prepare a summary of the submittal review comments and scanned red-lined plans in electronic format.
D. Deliverables
100% PS&E - Consultant will incorporate the plan check comments submitted by the City into the 100% PS&E Submittal. The 100% plans and specifications shall be stamped and signed by a California licensed civil engineer. Consultant will then provide the following items:
1. Complete PS&E - digital copy, signed and stamped by the licensed professionals engaged in the project, including but not limited to the Civil Engineer, Structural Engineer, and Landscape Architect.
2. AutoCAD & PDF design files - digital copy.
3. Design support documentation.
E. Bid Assistance & Construction Support Phase
Consultant will provide the following ongoing support services during the bid and construction phases:
1. Respond to pre-bid questions of plan holders.
2. Attend pre-construction meeting
3. Respond to contractor's Requests for Information (RFl's)
4. Review contractor submittals
5. Prepare as-built drawings
F. Tentative Project Schedule
1. Amendment to Professional Services Agreement, August 2024
2. Notice to proceed (NTP) - September 2024
3. Preliminary design - 60 days after NTP
4. 90% PSE - 120 days after NTP
5. 100% PSE - 180 days after NTP
6. Advertise and bid project - spring 2025
6 7. Award construction contract - July 2025
8. Construction - August to December 2025
COMPENSATION
Compensation will be made according to the fees and schedule contained in the Respondent's Proposal and is subject to a Maximum Contract Amount as agreed upon by Respondent and the City. Compensation shall use the hourly rate sheet that is currently in the On-Call Professional Engineering Services Agreement, effective July 1, 2024.
Respondent must also state that rates are guaranteed for the term of the Agreement. Other direct costs, intended to be charged to the City, need to be stated. The City will not be providing vehicles, laptops, or cell phones to perform the scope of services. The equipment needed to pertorm the services shall be included in the proposal. No markups will be allowed for other direct costs and sub-consultant work. Mileage will not be compensated.
The City estimates the design services fees to be approximately $100,000.
THE PROPOSAL
A. Proposal Requirements
Respondent's Proposal shall clearly show proof of knowledge and experience of all tasks listed in the Scope of Services Section of this RFP. To achieve a uniform review process and obtain the maximum degree of comparability, proposals must be organized and contain all information as specified below:
1. Letter of Transmittal
Identify Respondent's legal name and contact information, including corporate office and local office address, telephone number, website address, and e-mail address. Summarize key elements of the proposal. The letter must stipulate that the cost proposal will remain valid for a period of at least 90 days. The letter shall be signed by an individual or individuals authorized to execute the legal documents on behalf of the Respondent.
2. Key Personnel
Identify the name and specific qualifications, experience, availability, and appropriate licenses held, if applicable, of the staff member to be assigned to the project. Include any subconsultants which Respondent proposes to use for any portion of the services.
Respondent shall also identify a project manager contact (Representative authorized to sign an agreement for your firm). The selected Respondent may only change the project manager contact, staff, and specialists with prior written permission of the City.
3. Project Approach
Provide a detailed scope of services which reflects the Scope of Services described in this RFP. Additional information which, in your opinion, should be included must be clearly identified.
7 4. Schedule
Provide a detailed schedule for all aspects of the scope of work and explain any variances from the City's desired schedule.
5. Cost Proposal
The cost proposal shall use the hourly rate sheet that is currently in the On-Call Professional Engineering Services Agreement for the staff and subconsultants proposed for this project. The cost proposal should be broken down in the project phases listed previously. The cost proposal should be broken down by task, proposed staff, hours, hourly rate, and cost per task. The cost proposal can be submitted in a separate sealed envelope.
B. Proposal Formatting Requirements
Proposals shall be submitted in a single, PDF formatted electronic document. Provide brief, concise, relevant information that best responds to this RFP. Emphasis should be placed on the proposal requirements listed above. Proposals should be less than 10 pages, not including any attached exhibits.
C. Submittal Instructions
Consultant's proposal and any questions must be submitted via email to Harrison Martin, P.E., Senior Civil Engineer, at [email protected] before the due date noted earlier.
Attachments to this RFP:
1. 2019 "City of Laguna Niguel Bus Shelters, CC 19-02" design plans by RJM Design Group
2. OCTA Bus Guidelines
3. Laguna Niguel Bench and Trash Receptacles
8 LAGUNA NIGUEL BUS SHELTERS
CITY OF LAGUNA NIGUEL, CA
CIP PROJECT # CC 19-02
S-ELTER LOCATION MAP:
PROJECT DIRECTORY:
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BAN MAY CAPED CA 43679.
SHEET INDEX:
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BUS SHELTER DEVELOPMENT CITY OF LAGUNA NIGUEL, CA
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BUS STOP SAFETY AND
DESIGN GUIDELINES
OCTA
PREPARED BY:
1 Kimley-Hom
and Associates, Inc. MARCH 2004
BUS STOP SAFETY AND
DESIGN GUIDELINES
Prepared For:
Orange County Transportation Authority
Prepared By:
Kimley-Horn and Associates, Inc.
March 24,2004
Bus Stop Safety and Design Guidelines
March 24, 2004
CONTENTS
INTRODUCTION
1.1 PURPOSE OF THE DESIGN GUIDELINES
1.2 GOALS OF THE DESIGN GUIDELINES
1.3 DISCLAIMER 2
Chapter 1 BUS DIMENSIONS AND STREET GEOMETRICS.
1.1 VEHICLE CHARACTERISTICS. ...3
1.2 WHEELCHAIR LIFT... ....10
1.3 TURNING RADIUS TEMPLATE ..10
1.4 CURB RADIUS DESIGN 10
1.5 STREET PAVEMENTS... 16
1.6 CLEARANCE REQUIREMENTS .16
Chapter 2 BUS STOP SPECIFICATIONS. .18
2.1 BASIC ELEMENTS OF BUS STOP PLACEMENT . 18
2.2 DENSITY AND SPACING... ..18
2.2.1 Bus Stop Spacing Guidelines 19
2.3 PEDESTRIAN PATHWAYS.. ..21
2.3.1 Pedestrian Access .. ...21
2.4 CURB RAMPS .. .23
2.5 PLACEMENT OF BUS STOPS .27
2.6 IDENTIFICATION OF BUS STOP .... ..38
2.7 BUS STOPS AND PROPERTY OWNERS .. ..45
2.8 PARKING RESTRICTIONS AT BUS STOPS ....45
2.9 BUS STOPS AND DRIVEWAYS. .45
2.10 BUS TURNOUTS .46
2.11 CONCRETE BUS PADS. ...55
2.12 RURAL OR UNDEVELOPED AREA BUS STOP CONSIDERATION AND DESIGN ..55 Chapter 3 PASSENGER AMENITIES ...59
3.1 INTRODUCTION.. .59
3.2 PASSENGER BOARDING AREA ..59
3.3 PASSENGER AMENITIES WARRANTS..... ...63
3.4 BENCH AND TRASH RECEPTACLE DESIGN AND PLACEMENT ...64
3.5 SHELTER DESIGN... ....65
3.6 GENERAL SITE DESIGN ..71
3.7 DEVELOPER RESPONSIBILITIES.. .78
3.8 BUS STOP MAINTENANCE.... ...78
3.9 BUS STOP LIGHTING DESIGN ..79
3.10 BICYCLE PARKING.. ...79
Chapter 4 CONSTRUCTION IMPACTS TO BUS OPERATIONS • 81
Chapter 5 STREET PRIORITY TREATMENTS ..83
5.1 TYPES OF TRANSIT PRIORITY MEASURES . 83
5.2 QUEUE JUMPERS.. ...83
5.3 TRAFFIC SIGNAL PRIORITY ...87
5.4 BUS RAPID TRANSIT.. ...87
5.5 AUTOMATIC VEHICLE LOCATING SYSTEMS .88
5.6 TRAVELER/CUSTOMER INFORMATION ..88
Chapter 6 TRANSIT CENTERS AND PARK-AND-RIDE LOTS. ..90
6.1 TRANSIT CENTERS... ...90
6.2 PARK-AND-RIDE LOTS.. ..92
6.3 DESIGN & PLACEMENT CRITERIA FOR PARK-AND-RIDE FACILITIES .92 Chapter 7 ACCESSIBLE BUS STOP DESIGN... .96
7.1 GENERAL REQUIREMENTS OF ADA .96
7.2 BUS STOPS AND TERMINALS.... ....96
Kimley-Horn and Associates, Inc. Page i
Bus Stop Safety and Design Guidelines
March 24, 2004
7.2.1 New Construction.. ..96
7.2.2 Bus Stop Siting and Alterations ...97
GLOSSARY... ...98
BIBLIOGRAPHY AND REFERENCES . 102
LIST OF TABLES
Table 1: OCTA LARGE BUS CHARACTERISTICS
Table 2: OCTA MID-SIZE CHARACTERISTICS.
Table 3: ARTICULATED BUS DIMENSIONS... ..6
Table 4: COMMONLY USED DEFINITIONS OF RESIDENTIAL AND COMMERCIAL DENSITY... ...19 Table 5: ADVANTAGES AND DISADVANTAGES OF FARSIDE, NEARSIDE, AND MID-BLOCK BUS STOPS.... ..33
Table 6: STOP PLACEMENT SITUATIONS AND PREFERRED PLACEMENT, .37 Table 7: BUS STOP AMENITIES WARRANTS SAMPLE.. ...63
LIST OF FIGURES
DESIGN PARAMETERS FOR OCTA LARGE BUS VEHICLES ..7
Figure 1:
Figure 2: DESIGN PARAMETERS FOR OCTA MID-SIZE BUSES ....
Figure 3: DESIGN PARAMETERS FOR OCTA ARTICULATED BUSES... .9 Figure 4: WHEELCHAIR LIFT DIMENSIONS ...... ..11
Figure 5: BUS TURNING RADII FOR LARGE BUSES ...12
Figure 5A: BUS TURNING RADII FOR ARTICULATED BUSES.. ...13 Figure 6: INTERSECTION DESIGN FOR TRANSIT TURNS ..15
Figure 7: CURB LANE CLEARANCE FOR BUSES ...17
Figure 8: TYPICAL BUS STOP SPACING ..... ..20
ADA CURB RAMP CHARACTERISTICS ...24
Figure 9:
CENTER ISLAND WITH PASSAGEWAY OR CURB RAMPS FOR ACCESSIBILITY 25 Figure 9A:
Figure 9B: PASSAGEWAY THROUGH ISLAND AT RIGHT-TURN LANE .26 Figure 10: PLACEMENT OF ON-STREET BUS STOPS .. .29
Figure 10A: PLACEMENT OF ON-STREET BUS STOPS (CONT.). .30 Figure 10B: PLACEMENT OF ON-STREET BUS STOPS (CONT.) .31 Figure 11: GENERAL CONSIDERATION IN THE PLACEMENT OF BUS STOPS .35 Figure 11A: GENERAL CONSIDERATION IN THE PLACEMENT OF BUS STOPS (CONT.). ....36 Figure 12: DIMENSIONS FOR ON-STREET BUS STOPS (FARSIDE).. .39 Figure 12A: DIMENSIONS FOR ON-STREET BUS STOPS (NEARSIDE).. ..40 Figure 12B: DIMENSIONS FOR ON-STREET BUS STOPS (MID-BLOCK) ..41 Figure 13: DIMENSIONS FOR MULTIPLE BERTH ON-STREET BUS STOPS. ...42 Figure 14: BUS STOP SIGN PLACEMENT CRITERIA .43
Figure 14A: TYPICAL POST ANCHOR DETAIL. .44
Figure 15: DRIVEWAY LOCATIONS NEAR BUS STOPS ..47
Figure 16: FARSIDE TURNOUT DESIGN ...... ...49
Figure 17: NEARSIDE TURNOUT DESIGN... ..50
Figure 18: TYPICAL MID BLOCK TURNOUT DESIGN (TYPE 1A).. ...51 Figure 19: MID BLOCK TURNOUT CROSS-SECTION DESIGN (TYPE 1A).. .52 Figure 20: TYPICAL MID BLOCK TURNOUT DESIGN (TYPE 1B)...... .53 Figure 21: TYPICAL MID-BLOCK TURNOUT CROSS-SECTION DESIGN (TYPE 1B). .54 Figure 22: STANDARD CONCRETE BUS PAD DESIGN ..56
Figure 22A: MODIFIED CONCRETE BUS PAD DESIGN ...57
Figure 23: TYPICAL CONCRETE BUS PAD CROSS-SECTION DESIGN .58 Kimley-Horn and Associates, Inc. Page i
Bus Stop Safety and Design Guidelines
March 24, 2004
Figure 24: PASSENGER BOARDING AREA SIDEWALK ATTACHED TO CURB..... ....60 Figure 24A: PASSENGER BOARDING AREA SIDEWALK DETACHED FROM CURB ...61 Figure 24B: PASSENGER BOARDING AREA MEANDERING SIDEWALK.. ...62 TYPICAL BENCH PLACEMENT - 8 FOOT WIDE SIDEWALK.. ...66
Figure 25A: TYPICAL MULTIPLE BENCH PLACEMENT - 8 FOOT WIDE SIDEWALK ...67 Figure 25B: MODIFIED BENCH PLACEMENT - 8 FOOT WIDE SIDEWALK.... ...68 Figure 26: TYPICAL BUS BENCH DESIGN WITH BACK SUPPORT ..69 Figure 27: TYPICAL SHELTER PLACEMENT - 8 FOOT WIDE SIDEWALK .72 Figure 27A: TYPICAL SHELTER/BENCH PLACEMENT - 8 FOOT WIDE SIDEWALK..... ...73 Figure 27B: TYPICAL SHELTER/MULTIPLE BENCH PLACEMENT - 8 FOOT WIDE SIDEWALK ...74 TYPICAL PASSENGER SHELTER.. ...75
QUEUE JUMPER OPTIONS........ ..85
QUEUE JUMPER OPTIONS (CONT.)... ...86
Figure 31: CONCEPTUAL TRANSIT CENTER LAYOUT WITH SHARED USE PARKING ...91 Figure 32: CONCEPTUAL PARK-AND-RIDE APPLICATIONS...... ...94 Figure 33: CONCEPTUAL PARK-AND-RIDE APPLICATIONS (CONT.).. ..95
LIST OF PHOTOGRAPHS
Photo 1: TYPICAL 40-FOOT BUS. ... .3
Photo 2: TYPICAL 60-FOOT ARTICULATED BUS..
Photo 3: TYPICAL INTERSECTION CURB RAMP. .23
Photo 4: TYPICAL FARSIDE BUS STOP..... .28
Photo 5: TYPICAL NEARSIDE BUS STOP.. .32
Photo 6: BUS STOP IN PARKING LANE..... ..45
Photo 7: TYPICAL "MID-BLOCK" TYPE TURNOUT ON ARTERIAL STREET .48 Photo 8: CONCRETE PAD AT BUS STOP.... .55
Photo 9: TYPICAL PASSENGER BOARDING AREA.... 59
Photo 10: TYPICAL BENCH AND TRASH RECEPTACLE LAYOUT ..64 Photo 11: BUS STOP WITH SHELTER. ......... ....65
Photo 12: MULTIPLE SHELTER BUS STOP.. ..70
Photo 13: TYPICAL SHELTER DESIGN ON NARROW SIDEWALK. ..71 Photo 14: TYPICAL SHELTER AND TRASH RECEPTACLE LAYOUT. ..76 Photo 15: OCTA TRANSIT CENTER. .90
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Bus Stop Safety and Design Guidelines
March 24, 2004
INTRODUCTION
1.1 PURPOSE OF THE DESIGN GUIDELINES
The purpose of this manual is to provide local jurisdictions with a set of suggested design criteria that should be considered when designing and placing transit facilities. These guidelines are provided by the Orange County Transportation Authority (OCTA) as a resource to local jurisdictions in providing comfortable and convenient high quality facilities at bus stop locations, while considering the operational needs of the Authority, the requirements of the Americans with Disabilities Act (ADA), and public safety.
These guidelines are intended for use by city planners, designers, traffic engineers, developers, and other public officials. The general public may also find these guidelines useful in understanding the current practices for the placement of transit facilities.
By no means is this information to be used as standard details on which to base a final design, but rather as recommended criteria and general guidance for the placement and safe design of transit facilities. It cannot be overemphasized that these guidelines must be used in conjunction with sound evaluation of the facts and engineering judgment. Each particular site must be thoroughly examined and each particular project must be evaluated from the aspect of safety, operational requirements, and cost-effectiveness, and design solutions may need to be adjusted accordingly to satisfy site specific constraints and applicable local ordinances.
The information in this handbook is the result of extensive research in the state-of-the-practice in bus facilities design and safety and a compilation of best practices from bus facility design guidelines from transit agencies throughout the United States and Canada. Guidelines have been incorporated from many research organizations including the Institute of Transportation Engineers, the Transit Cooperative Research Program, the National Cooperative Highway Research Program and the Transportation Research Board. Finally, the guidelines include recent changes in the Americans with Disabilities Act (ADA) as revised in 2002 to provide guidance on accessible design. The Bus Stop Safety and Design Guidelines are inherently an evolving set of guidelines and design considerations. As new information becomes available and methods are improved, this new information can be added to the handbook. It is intended to become a working document that adapts to changing times, changing environments and new policies.
1.2 GOALS OF THE DESIGN GUIDELINES
The goals of the guidelines are to:
1. Promote consistency in bus stop placement and design throughout Orange County;
2. Encourage local jurisdictions to design bus stops that are serviceable by the OCTA, meeting operational requirements of their fleet; and
3. Encourage the members of the community to use public transit through the provision of safe, comfortable, and convenient transit facilities.
Kimley-Horn and Associates, Inc. Page 1
Bus Stop Safety and Design Guidelines
March 24, 2004
The guidelines presented in this document are intended to help local jurisdictions, in partnership with OCTA, in meeting these goals.
1.3 DISCLAIMER
These guidelines are intended to provide general parameters for local jurisdictions when designing and placing transit facilities. They are not intended as an engineering design manual, and does not provide site specific detailed public transit, engineering, architectural, construction, or legal information. Users of this document will need to adjust the information contained in the guidelines to site specific needs, constraints and applicable laws, regulations, and ordinances. If the user desires expert advice concerning any of the information in these guidelines, the user is encouraged to retain the services of an appropriate expert. These guidelines are provided with the understanding that the Orange County Transportation Authority (OCTA) is not engaged in the rendering of any professional services.
Existing Facilities and Limitations
Some existing bus stops are inconsistent with the goals listed above and the guidelines presented in this manual. In some instances, bus stops are defined by the underdeveloped corridors or roads they serve. In these cases application of the design guidelines may be limited by a lack of right-of-way, constraints due to the natural terrain, unimproved roadways with no curb and gutter, drainage or sidewalks, or because of the policies and standards of the jurisdiction in which the stop is located. Because of these conditions local agencies may not be able to improve these bus stops without making significant street, sidewalk and utility enhancements, removing, relocating, or reducing the number of stops, or requiring OCTA to change service. These facilities can best be improved through a coordinated planning and design effort between OCTA and the local agencies responsible for maintaining and upgrading the roadway system.
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Bus Stop Safely and Design Guidelines
March 24, 2004
CHAPTER 1
BUS DIMENSIONS AND STREET GEOMETRICS
1.1 VEHICLE CHARACTERISTICS
This handbook includes design parameters for three basic vehicle types: Large bus, mid-size bus, and an articulated bus. Other vehicles may also be used for transit services but generally designing streets and facilities. All buses in
the OCTA fleet are wheelchair lift equipped
and their requirements need to be
considered in bus stop design. Bus stop
design should be based on the design
parameters for articulated buses. Photo 1
shows a typical OCTA 40-foot bus while
Photo 2 shows an OCTA 60-foot articulated
bus. Tables 1 through 3 outline vehicle
dimensions and weights for various buses
currently in OCTA's inventory. Additionally,
Figures 1 through 3 graphically display the
vehicle design elements and dimensions.
Photo 1: Typical 40-foot bus. The most important dimensions of a design vehicle for street design are shown below.
Overall Dimensions
Overall height: 10 feet, 6 inches
Overall width: 10 feet, 4 inches
(including mirrors)
Overall length (large bus): 40 feet, 8
inches
Overall length (articulated bus): 61
feet
Axle Weight
Rear axle for large buses: 26,000
pounds
Rear axle for articulated buses:
24,700 pounds
Wheelchair Lift Dimensions
Width: 4 feet
Extension (from edge of bus): 4 feet, 6
inches
Photo 2: Typical 60-foot articulated bus.
Kimley-Horn and Associates, Inc. Page 3
Table 1: OCTA Large Bus Characteristics
TYPE OF VEHICLE
VEHICLE CHARACTERISTICS GILLIGS
(A) RTS PHANTOM NEW FLYER NEW FLYER NEW FLYER NEW FLYER NABI 2100 NABI 2200 DIMENSIONS 30-3100 4200 5000 / 5100 5200 5300 5400 SERIES / 2300 USED IN
SERIES SERIES SERIES SERIES SERIES SERIES SERIES GUIDELINE Overall Length (B) 39'10" 37'10" 40'5" 40'9' 40'9" 40'8" 40'8" 40'8" 40'9" B1. Overall Width
(with mirrors) 10'0" 9'6" 10'4" 10'0" 10'0" 10'0" 10'2" 10'2" 10'4" B2. Overall Width
(without mirrors) 7'11" 8'6' 8'6" 8'6" 8'6" 8'6' 8'6" 8'6" Overall Height 9'6" 10'0" 10'0" 9'3" 9'3" 9'3" 10'6" 10'6" 10'6" Wheelbase Length 24'10" 20'3" 22'8" 24'5" 24'5" 24'5" 22'11" 22'11" 25'0" Front Overhang (B) 7'9' 75" 8'3" 6'11" 6'11" 6'11" 7'6' 7'6" 8'3" Rear Overhang 7'4" 10'2" 9'6" 9'5" 9'5' 9'5' 10'3" 10'3" 10'3" Front Bumper
Distance to Ground 1'4" 1'2" 1'4" 1'2' 1'2' 1'2' 1'2" 1'2" 1'4" H. First Step Distance 1'3" 1'3" 1'3' 1'3"
to Ground 1'0' 1'3" 1'3" 1'3" 1'3"
Centerline Front
Door to Rear Door 22'0" 20'2" 20'2" 20'2" 21'2" 21'2" 16'10" 16'10" 22'0" Wheelchair Lift
Width 3'0' 2'8" 2'10" 2'6" 2'6" 2'7" 2'7' 2'7" 4'O"
Wheelchair Lift
Extension 3'7" 3'2" 4'6" 3'9' 4'2" 4'2' 4'6"
(From edge of Bus)
Location of Front Front/Rear Rear
Wheelchair Lift Rear Rear Front Front/Rear Rear Front/Rear Minimum Turning 44'O" 46'0" 35'6" 43'8" 44'6" 44'O" 44'O" 44'O" 50' (C) Radius
Gross Vehicle 37,930 40,600 40,600 40,600
Weight (Pounds) 36,900 37,500 39,600 37,930 37,930
Front Axle Capacity 13,400 14,500 14,600 13,230 13.230 13.230 14,600 14,600 14,600 Rear Axle Capacity 23,500 23.000 25,000 24,700 24,700 24,700 26,000 26,000 26,000 Seating Capacity 43 47 44/42 37 37 38 38 47
(A) Lettered items refer to specific dimensions as shown in Figure 1. (B) Add 3''" to overall length and front overhang to account for buses with bike racks. (C) A 50' radius was used to ensure that over-the-road vehicles such as tourist coaches can also safely use transit amenities based on the Guidelines.
Table 2: OCTA Mid-Size Bus Characteristics
TYPE OF VEHICLE
AEROTECH AEROTECH EL DORADO DIMENSIONS
VEHICLE CHARACTERISTICS 8300 SERIES AEROTECH AEROTECH NATIONAL E-Z USED IN (A) 8100 / 8200 8400 SERIES 8900 SERIES RIDER 6000
SERIES SERIES GUIDELINE
A. Overall Length 24'6" 24'6" 24'6" 24'6" 29'10" 29'10" Overall Width 10'0" 10'10" 10'10"
B1. (with mirrors) 10'0" 10'0" 10'0"
B2. Overall Width
(without mirrors) 8'0" 8'0" 8'O" 8'0" 8'6" 8'6"
Overall Height 9'4" 9'4" 9'4" 9'4" 10'0" 10'0"
Wheelbase Length 14'8" 14'8" 14'8" 14'8" 12'8" 14'8"
Front Overhang 2'6" 2'6" 2'6" 2'6" 7'6" 7'6"
F. Rear Overhang 7'3" 7'3" 7'3" 7'3" 9'8" 9'8"
Front Bumper
Distance to Ground 11' 1°1" 1'1" 11" 1'3" 1'3"
First Step Distance 1'1" 1'1"
to Ground 1'0" 1'0" 1'0' 1'O"
Centerline Front 12'9' 12'9'
Door to Rear Door N/A N/A N/A N/A
1. Wheelchair Lift 2'8" 2'8" 2'8" 2'8"
Width 2'8" 2'8"
Wheelchair Lift
Extension 4'2" 4'2" 4'2" 4'2' 3'2" 4'2"
(From edge of Bus)
Location of
Wheelchair Lift Rear Front/Rear Front Rear Rear Front/Rear Minimum Turning 31'0" 31'0" 35'0" 35'
Radius 31'0' 31'0"
Gross Vehicle 14,050 14,050 14,050 30,980 30,980
Weight (Pounds) 14,050
Front Axle Capacity 4,600 4,600 4,600 4,600 10,700 10,700 Rear Axle Capacity 9.450 9,450 9,450 9,450 20,280 20,280 Seating Capacity 16 15 19 16 25 25
(A) Lettered items refer to specific dimensions as shown in Figure 2.
Note: For the majority of bus stops, the design parameters for large buses are used to ensure that all OCTA vehicles can safely use the facilities. Where appropriate, the additional specifications for small vans are also identified.
Table 3: OCTA Articulated Bus Dimensions
VEHICLE CHARACTERISTICS (A) Type of Vehicle
New Flyer Articulated Bus
A. OVERALL LENGTH 6l'4"
B1. Overall Width (with mirrors) 10'4"
B2. Overall Width (without mirrors) 8'6"
C. Overall Height 10'3"
D. Wheelbase Length - Front axle to rear axle 44'3"
E. Wheelbase Length - Center axle to front axle 19'0"
F. Wheelbase Length - Center axle to rear axle 25'3"
G. Front Overhang 7'O"
H. Rear Overhang 10'1"
First Step Distance to Ground 1'3"
J. Wheelchair Lift Width 2'6"
Wheelchair Lift Extension (Edge of Bus) 3'9"
Minimum Turning Radius 42'6"
Gross Vehicle Weight (Pounds) 62,630
Front Axle Capacity: 13,230
Center Axle Capacity: 24,700
Rear Axle Capacity: 24,700
Seating Capacity 64
(A) Lettered items refer to specific dimensions as shown in Figure 3.
C
les
H.
F. D. E.
→
A.
→
B.1. (WITH MIRRORS)
LETTERED ITEMS REFER TO VEHICLE
CHARACTERISTICS SHOWN IN TABLE 1.
DESTINATION SIGN
1B.2. (WITHOUT MIRRORS,
Bo. TR 1824
TRAFFIC
FIGURE 1
ORANGE COUNTY DESIGN PARAMETERS FOR
OCTA TRANSPORTATION AUTHORITY OCTA LARGE BUS VEHICLES
IH.
J.
F D. E.
A.
B.1. (WITH MIRRORS)
LETTERED ITEMS REFER TO VEHICLE
CHARACTERISTICS SHOWN IN TABLE 2.
/ K.
B.2 (WITHOUT MIRRORS) »
M. TR 1624
STATE OF GAL TRAFFIC
FIGURE 2
ORANGE COUNTY DESIGN PARAMETERS
OCTA TRANSPORTATION AUTHORITY FOR OCTA MID-SIZE BUSES
201
B.1. (WITH MIRRORS)
DESTINATION SIGN LETTERED ITEMS REFER TO VEHICLE
CHARACTERISTICS SHOWN IN TABLE 3.
C.
B.2. (WITHOUT MIRRORS) STATE
OF CALIEDRIN
FIGURE 3
DESIGN PARAMETERS FOR OCTA
OCTA ARTICULATED BUSES
Bus Stop Safety and Design Guidelines
March 24, 2004
1.2 WHEELCHAIR LIFT
The wheelchair lift is an important part of the vehicle design. Currently, OCTA buses have either None one near deal of wilte at door rotor eradio us to desert rei a front door, rear door accommodate for either possibility. Critical dimensions for a wheelchair lift are listed in Tables 1, 2, and 3 and illustrated in Figure 4. Regardless of the bus stop location, adequate clearance for deploying a wheelchair lift should be provided at each designated location.
1.3 TURNING RADIUS TEMPLATE
Figure 5 and 5A shows bus turning radii requirements for a 40 foot coach and 60 foot articulated vehicles. The minimum interior radius is 28 feet and the minimum outer radius is 50 feet. These templates may be used in the design of facilities to identify required pavement width and possible vehicle encroachment. Additional allowance should be made under special circumstances such as:
• bus speeds greater than 10 miles per hour
• reverse turns
• sight distance limitations
• bike racks on front of bus (which add three feet to the length of the bus) • changes in pavement grade
• restrictions to bus overhang
1.4 CURB RADIUS DESIGN
The corner radius at street intersections is a common transit related design problem. Some intersections are difficult to negotiate with a bus. Several advantages of a properly designed corner curb radius are:
• less bus/auto conflict at heavily used intersections
• higher bus operating speeds and reduced travel time
• improved bus rider comfort
The design of intersection radii should consider the following elements:
• bus turning radius
• on street parking
• right of way/building restrictions
• allowable bus encroachment into other traffic lanes traveling in the same direction • placement of power poles or other utilities
Kimley-Horn and Associates, Inc. Page 10
4'-0"
NOTE: 5' × 8' CLEAR SPACE FOR WHEELCHAIR
LOADING REQUIRED BY ADA
OUTSIDE 8' CLEAR MINIMUM
EDGE OF
BUS
TYPICAL
SHELTER
AND TRASH
RECEPTACLE
DESIGN FACTORS
A. WHEELCHAIR LIFT EXTENSION:
FRONT DOOR OF 40 BUS
B. WHEELCHAIR LIFT EXTENSION:
REAR DOOR OF 40' BUS
C. WHEELCHAIR LIFT EXTENSION:
FRONT DOOR OF 60' BUS
MINIMUM 8'
WIDTH
ATTACHED ONE NEER
LANDING AREA
FIGURE 4
ORANGE COUNTY WHEELCHAIR LIFT DIMENSIONS
OCTA TRANSPORTATION AUTHORITY
BUS
R2
R=38'
R1
BUS
RADIUS (R1) RADIUS (R2)
OF INNER REAR WHEEL OF OUTER FRONT CORNER
MINIMUM 28' 50'
DESIRABLE 30' 55'
MINIMUM CENTERLINE RADIUS = 38 FEET
40'g"
25 8'3"
Mo. TR 1024
TRAFFIC
• OF CALLERS
FIGURE 5
ORANGE COUNTY BUS TURNING RADII
OCTA TRANSPORTATION AUTHORITY FOR LARGE BUSES
BUS
R2
R=38'
R1
RADIUS (R1) RADIUS (R2)
OF INNER REAR WHEEL OF OUTER FRONT CORNER
MINIMUM 28' 50'
DESIRABLE 30' 55'
MINIMUM CENTERLINE RADIUS = 38 FEET
Bo. TR 1824
TRAFFIC
FIGURE 5A
MN ORANGE COUNTY BUS TURNING RADII FOR
OCTA TRANSPORTATION AUTHORITY ARTICULATED BUSES
Bus Stop Safety and Design Guidelines
March 24, 2004
OCTA's larger buses have bike racks mounted on the front of each bus, and have the capacity to carry up to two bicycles. Because of the bicycle rack, the turning radius of OCTA's larger If the facility being designed is intended to be used exclusively by transit vehicles, a bus would be an appropriate choice for a design vehicle. If, however, the facility is to be used by general traffic, the selection of either a single unit truck or a tractor-semitrailer may be more appropriate.
In the latter case, a design based on the operating characteristics of a truck should be checked to ensure that a bus would also be satisfactorily accommodated.
The width of the roadways involved enters into the design because as the width increases, the length of the radius required to accommodate the turning vehicle decreases. For example, if the width of both roadways is 12 feet, a single curve with a radius of approximately 50 feet is required in order to accommodate a 90° turn by a bus with no encroachment outside the 12 foot lanes. If the width of both roadways is increased to 16 feet, the radius required in order to accommodate the bus with no encroachment outside the 16 foot lanes decreases to 40 feet.
The final element of corner radii design is the amount of lane encroachment which can be tolerated. This tends to be a subjective decision made by the designer based on an evaluation of the speed and volume of the vehicles involved and the functional classification of the roadways. In general, there should be no encroachment. However, in low speed, low volume situations, some encroachment into adjacent lanes may be acceptable.
One additional item should also be evaluated. At intersections, as the size of the corner radius increases, the walking distance across the intersection increases. Designers should be aware of this pedestrian factor and be prepared to accommodate the pedestrians if the length of one particular crossing increases to the point where it may create operational problems.
When designing a new facility, the designer should select the design vehicle, the roadway widths, and determine the amount of encroachment which can be tolerated. Figure 6 shows appropriate corner radii for transit vehicles and various combinations of lane widths and turning maneuvers. Figure 6 does not present all situations, so it should be used as a starting point and turn radii must be checked with an appropriate turning radius template before being incorporated in a final design.
If an existing intersection or driveway is to be evaluated for transit operations, a layout showing existing lane widths and corner radii should be prepared. The layout should then be checked with the appropriate turning radius template and the resulting encroachment, if any, determined This can then be compared to the amount of encroachment that can be tolerated and potential remedial efforts such as increases in lane width or corner radii evaluated.
The simple curve is the most simple corner radius which will be encountered in typical urban designs. A simple curve uses a uniform radius connecting the points of tangency of the intersecting streets. However, in some special situations such as a skewed intersection or when it is desirable to allow turns at speeds greater than 10 miles per hour, the designer should consider using a compound curve. Compound curves are a combination of simple curves with different radii joined together. Compound curves have an advantage over simple curves because they more closely fit the natural turning paths of design vehicles. Design procedures using compound curves and the channelization which frequently accompanies them can be found in the Caltrans Highway Design Manual, local agency street design standards, or the Association of American State Highway Transportation Officials (AASHTO) "greenbook".
Kimley-Horn and Associates, Inc. Page 14
- DESIGNER SHOULD PLAN FOR AN EFFECTIVE RADIUS OF 28' (RIGHT REAR WHEEL).
- TRANSIT VEHICLES ARE ASSUMED TO BE 44' IN LENGTH (WITH BIKE RACK) BY 10'4" IN WIDTH.
- ASSUMES NO ENCROACHMENT INTO OPPOSITE LANES.
- ASSUMES PARKING IS PROHIBITED WITHIN 20' OF END OF CURB RETURN. - THESE ARE EXAMPLES, APPROPRIATE CURB RADII MUST BE DETERMINED ON A CASE BY CASE BASIS BY THE LOCAL JURISDICTION.
CASE 1 12' 12' 7' CASE 2
- TURN INTO ONE LANE - TURN INTO ONE LANE
- NO PARKING OR BICYCLE - PARKING LANE BEFORE
LANES AND AFTER TURN
R=20
R=50'
7'
12: 1 12'
12' 12'
7' A PARKING 5'
• 4 12'
R=30'
R=15'
CASE 3 CASE 4
- TURNING FROM SINGLE - TURN INTO ONE LANE
LANE WITH PARKING TO
TWO LANES '12* - BICYCLE AND PARKING
12' 12' 12' LANES BEFORE AND
- NO PARKING AFTER TURN AFTER TURN
A TRAFFIC
OF CALIFOR
FIGURE 6
ORANGE COUNTY INTERSECTION DESIGN
OCTA TRANSPORTATION AUTHORITY FOR TRANSIT TURNS
Bus Stop Safety and Design Guidelines
March 24, 2004
1.5 STREET PAVEMENTS
Roadway pavements need to be of sufficient strength to accommodate repetitive bus axle loads of 24,700 pounds, the rear axle load of a large or articulated bus. Exact pavement designs will depend on site specific soil conditions. Areas where buses start, stop, and turn will be of particular concern for pavement design. Concrete pavement is desirable in these areas to avoid failure problems that are experienced with asphalt. Additional information is provided in Section
2.11, Concrete Bus Pads.
1.6 CLEARANCE REQUIREMENTS
Buses usually travel in the curbside traffic lane and make frequent stops to pick up and drop off passengers. Therefore, it is important to consider bus clearance requirements as shown in Figure 7.
• Overhead obstructions should be a minimum of 12 feet above the street surface.
For future street improvements, obstructions should not be located within a minimum of two (2) feet of the edge of the street to avoid being struck by a bus mirror. (This lateral clearance is not only important at ground level, but it is also necessary at the top of the bus.)
• A traffic lane used by buses should be wide enough to permit adequate maneuvering space and to avoid sideswipe accidents. Since the maximum bus width including mirrors is 10'-6", the desirable curb lane width (including the gutter) is 14 feet and the minimum width is 12 feet.
When buses pull out of the bus zone to reenter traffic, on occasion the rear of the ous will pivot and extend over the curb line. If above grade obstacles are located too close to the street, buses could sideswipe these fixtures damaging both the fixed object and/or the bus. The rear overhang swing should be checked, possibly requiring a lateral clearance greater than two (2) feet.
Kimley-Horn and Associates, Inc. Page 16
2' MINIMUM TO ANY
OBSTRUCTION
12'
MINIMUM
CURB & GUTTER
LANE WIDTH
12' MINIMUM
14' DESIRABLE
Đo. TR 1624
TRAFFIC
FIGURE 7
ORANGE COUNTY CURB LANE CLEARANCE FOR BUSES
OCTA TRANSPORTATION AUTHORITY
Bus Stop Safety and Design Guidelines
March 24, 2004
CHAPTER 2
BUS STOP SPECIFICATIONS
2.1 BASIC ELEMENTS OF BUS STOP PLACEMENT
These guidelines emphasize the following six basic elements local jurisdictions should consider when designing new transit facilities:
1. Stops should be placed based on population density and/or major passenger generators (i.e. major employment centers, regional shopping centers, hospitals, etc.);
2. Bus stop locations should be clearly marked by an OCTA bus stop sign with appropriate vertical and horizontal clearance;
3. Bus stop locations should have adequate parking restrictions to allow buses to pull into and out of the bus zone unimpeded;
4. Bus stop locations should have a level surface and preferably a firm surface to accommodate boarding and alighting of passengers with special needs;
5. Pathways leading to and from bus stop areas should be level, and preferably a firm surface to accommodate passengers with special needs; and
6. Bus stops should be located in places with minimal above grade obstacles (i.e. guide wires, power poles, utility boxes, etc.)
When establishing new bus stops or relocating existing bus stops it is the policy of the OCTA to confer with the appropriate city or local jurisdiction to locate and properly identify bus zones mutually acceptable to the Authority and the jurisdiction. Ultimately, the final decision as to bus stop placement or relocation, and its design, rests solely with the local jurisdiction.
2.2 DENSITY AND SPACING
For an area to properly support transit service, certain density thresholds need to be met.
Density measurement varies according to the type of development. For residential areas, a review of population density and housing density are used. Employment density and square footage variables are used for commercial and industrial areas.
To add new service or to increase local fixed-route service, two minimum productivity standards are considered: 1) when research indicates that the new service would achieve a minimum productivity of 10 boardings per hour of service after a year in service, or 2) achieve a minimum productivity of 75% of the average for the category of service under consideration. ' For example, OCTA categorizes its bus system into four categories; local, community, StationLink, and express. If additional service is being considered on a route under any of these categories, research should indicate that the bus route would be performing at a productivity level of at least 75% of the average for that category after a year in service.
Kimley-Horn and Associates, Inc. Page 18
Bus Stop Safety and Design Guidelines
March 24, 2004
StationLink shuttles are another type of service. These shuttles supplement regular transit services and accommodate short trips (less than three miles) when the area is not directly served by local bus operations. These shuttles should be considered when:
1. Research indicates potential for 7.5 boardings per service hour, and
2. There is at least one large employer (2500+ employees) or three major employers (1000+ employees) within a 15-minute radius of a Metrolink station.
2.2.1 BUS STOP SPACING GUIDELINES
1. Provide stops at major generators:
• Employment centers with 1,000+ employees
• Residential areas with 500+ units or minimum population density of 5000 per square mile
• Retail centers with 400,000+ square feet of leasable space • Education centers with 2,500+ students
• Major medical facilities with out-patient care
2. Provide bus stops at transfer points
3. Provide intermediate stops based on the distance a person has to travel to arrive at a bus stop spaced as follows and illustrated in Figure 8:
• Central Business Districts or Major Commercial District: Maximum 500 feet • High to medium density areas: 750 to 900 feet (5,000+ persons/square mile) • Medium to low density areas: 900 to 1,300 (3,500 - 5,000 persons/square mile) • Low density to rural areas: 1,500 to 2,500 feet (less than 3,500 persons/square mile) Table 4 defines densities in terms of residential units per acre and commercial floor area ratio.
Table 4
Commonly Used Definitions of
Residential and Commercial Density
High Density Residential: 18 DUs/acre minimum, (30 DUs/acre average) Commercial: 0.50 Floor Area Ratio minimum
Medium to Residential: 7 DUs/acre minimum, (12 DUs/acre average) Low Density Commercial: 0.35 Floor Area Ratio minimum
Low to Rural Residential: below 7 DUs/acre minimum
Density Commercial: less than 0.35 Floor Area Ratio
DUs = Residential dwelling units. Floor area ratio refers to the average allowable building coverage of land in zoning code.
Kimley-Horn and Associates, Inc. Page 19
•
BUS STOP FOR MEDIUM TO LOW DENSITY DEVELOPMENT AREAS
(STOPS APPROXIMATELY 900' TO 1300' APART)
IN RURAL AREAS BUS STOPS MAY BE SPACED 1,500' TO 2,500 APART
FAMS, CROSSILK AND CONTROLLESS
SIGNAL MAY ALSO BE NECESSARY.
• BUS STOP
BUS STOP SPACING FOR MEDIUM TO HIGH DENSITY DEVELOPMENT AREAS NOT TO SCALE (STOPS APPROXIMATELY 750 TO 900' APART) • BUS STOP
IN CENTRAL BUSINESS DISTRICTS PLACE BUS STOPS A MAXIMÚM OF 500' APART
TRAFFIC
ORANGE COUNTY FIGURE 8
DOTA TRANSPORTATTON AUTHORITY TYPICAL BUS STOP SPACING
Bus Stop Safety and Design Guidelines
March 24, 2004
It is important to emphasize that these are general guidelines and should not be construed as absolutes. Regardless of density, if sufficient potential demand is exhibited and if funds allow, service should be considered and scheduled for an area.
2.3 PEDESTRIAN PATHWAYS
2.3.1 PEDESTRIAN ACCESS
Land uses that are designed for proper pedestrian access are located and concentrated in ways that minimize the distances between the development and the transit services. Land uses should be arranged to facilitate the movement of people from their origins to the bus stop or local transit center and back again. The process of designing and locating a bus stop should begin with understanding the experience of accessing the stop from home or work. Good pedestrian access can be achieved by considering the following guiding principles:
• Provide a safe pedestrian environment - sidewalks, walkways and street crossings should be free of hazards, well lit, and have minimal conflicts with vehicular traffic. • Provide an accessible pedestrian system - pedestrian routes to bus stops should be designed to meet the needs of all users, particularly the disabled, the elderly, and children.
Provide direct connections between places - the pedestrian system should be comprised of continuous and direct routes and convenient connections between destinations including residential areas, schools, shopping centers, public services and institutions, recreation, and transit.
Provide a pedestrian system that is easy to use - the pedestrian system should be designed so people can easily find the most direct route to their destination with appropriate wayfinding signs if necessary.
The following guidelines can help achieve the guiding principles:
• Main entrances to commercial buildings should face the street with close pedestrian access to the nearest bus stop.
Provide a dedicated sidewalk and/or bike paths through new development that are safe and direct to the nearest bus stop or transit center.
Minimize the distance between buildings and the bus stop through proximity and orientation. Municipalities can encourage this strategy by reviewing zoning policies, setback guidelines, building orientation guidelines, and parking requirements to encourage transit-oriented development.
Link access points to bus stops or transit centers with building entrances by developing walkway systems and plazas that emphasize pedestrian activities and access.
• Bus stops should be located so that passengers do not have to walk more than ¼ mile from major employment centers, residential development, or retail centers.
Kimley-Horn and Associates, Inc. Page 21
Bus Stop Safety and Design Guidelines
March 24, 2004
• Minimize the use of elements that restrict pedestrian movement such as meandering sidewalks, walled communities, and expansive parking lots. Pathways should be designed so pedestrians traverse as straight of path as possible.
Eliminate barriers to pedestrian activity. This includes landscaping, berms, or fences which impede pedestrian access or visibility. If there is restricted access, gates should be installed at access points.
• Pave pedestrian pathways and ensure they are accessible to people with disabilities.
Provide wheelchair accessible circulation routes, including curb cuts, ramps, and railings where needed. Place ADA compliant curb ramps at each corner of an intersection.
• Adequate drainage should be provided to avoid pooling and muddy conditions. • Provide street lighting along bus stop access routes and safety lighting at intersections to promote safety and security for transit patrons. Ideally bus stops should be illuminated by street lighting, if not, consider installation of pedestrian scaled lighting at the bus stop.
• Sidewalks should be in good repair and free of trip hazards. • Pedestrian connections should be buffered from adjacent traffic using planting strips with street trees that also provide shading.
• New residential development should provide breaks in walls between properties to allow pedestrian access to bus stops.
• In rural areas without sidewalks, a shoulder of decomposed granite, compacted and stabilized, should be provided if possible.
• At rural bus stops, a concrete waiting area should be provided if possible. • Where a bus stop serves as a transfer point, there should be a paved, ADA compliant connection to the connecting route stops.
Pedestrian access is a key component for bus stop locations and should be considered early in the design phase. Without proper pedestrian access, foot traffic will be discouraged. Specific criteria for designing pedestrian pathways include:
• Pathway slope should not exceed 1 foot vertical over 20 feet horizontal (5%). • Pathway cross slope should not exceed 1 foot vertical over 50 feet horizontal (2%). • A minimum horizontal clearance of 48 inches (preferable 60 inches) should be maintained along the entire pathway.
• A vertical clearance of 84 inches should be maintained along the entire pathway.
Kimley-Horn and Associates, Inc. Page 22
Bus Stop Safety and Design Guidelines
March 24, 2004
2.4 CURB RAMPS
Curb ramps are usually installed at corners or intersections to allow entrance to the street surface. Ramps may also be installed mid-block to provide crossing of streets which are not near an intersection. Photo 3 shows a
typical curb ramp at an intersection.
Q Doch
Ramps can either be horizontal or diagonal
to the intersection and have slightly different
compliance properties, depending on the
design standards of the local agency
responsible for road construction.
For purposes of ADA, the following criteria
should be incorporated into all curb ramps
designs (See Figure 9):
• Slope length should not exceed 1
foot vertical over 12 feet
horizontal (8.33%).
Photo 3: Typical intersection curb ramp.
• Side flares should not exceed 1 foot vertical over 10 feet horizontal (10%). • Ramp width should be a minimum of 48 inches.
• Top landing width should be a minimum of 48 inches.
• Transition to the street should have a lip of 1/2 inch beveled at 45 degrees, or slope transition should not exceed 11%, or conform to City standards as appropriate. • Curb ramps should be provided on raised islands (whether raised medians or channelized turn lane islands) with a level area of at least 48 inches between ramps, or a street-level passageway should be installed through the island (see Figures 9A and 9B).
• Curb ramps with slopes flatter than 6.67% should have a detectable warning which should extend the full width of the curb ramp. A detectable warning is a distinctively textured surface detectable by cane and foot, on the surface of curb ramps to provide a tactile cue for persons with vision impairments of their approach to streets. • Detectable warnings should consist of raised truncated domes with a diameter of nominal 0.9 inches, a height of nominal 0.2 inches and a center-to-center spacing of nominal 1.67 inches and should contrast visually with adjoining surfaces, either light-on-dark, or dark-on-light per ADA Accessibility Guidelines for Buildings and Facilities (ADAAG).
• If a walk crosses or adjoins a vehicular way, and the walking surfaces are not separated by curbs, railings, or other elements between the pedestrian areas and vehicular areas, the boundary between the areas should be defined by a continuous detectable warning which is 36 inches wide.
Kimley-Horn and Associates, Inc. Page 23
LEGEND
1 MINIMUM RAMP WIDTH IS 48", AND SLOPE SHOULD NOT EXCEED 1 FOOT VERTICAL OVER 12 FEET HORIZONTAL (8.33%).
2 SIDE FLARES SHOULD NOT EXCEED 1 FOOT VERTICAL OVER 10 FEET HORIZONTAL (10%).
3 TOP LANDING SHOULD BE LEVEL AND HAVE A MINIMUM WIDTH OF 48".
SIDEWALK EXISTING ¡ 12" WIDE BORDER WITH 4" GROOVES APPROXIMATELY ¾" ON CENTER. 5 CURB RAMPS WITH SLOPE FLATTER THAN 6.67% SHALL HAVE A
DETECTABLE WARNING SURFACE THAT EXTENDS THE FULL WIDTH OF THE RAMP WITH A 24" MINIMUM LENGTH. DETECTABLE WARNING
SURFACE SHALL CONSIST OF A RAISED TRUNCATED DOME PATTERN WITH A NOMINAL O.9" DIAMETER, A NOMINAL HEIGHT OF 0.2", AND CENTER TO CENTER SPACING OF 1.67".
ECR • FOR CURB RAMP DESIGN DETAILS SEE CALTRANS STANDARD PLAN A88A.
BCR
NOTE
ENTIRE RAMP SHOULD BE BROOMED TO
EXISTING PRODUCE A SLIP-RESISTANT SURFACE.
SIDEWALK
CURB SURFACE
STATE INOSIT 0 TRAFFIC
FIGURE 9
ORANGE COUNTY ADA CURB RAMP
TRANSPORTATION AUTHORITY CHARACTERISTICS
* MINIMUM WIDTH OF
RAISED CENTER MEDIAN D PASSAGEWAY IS 48".
CENTER ISLAND SEE FIGURE 9
WITH PASSAGEWAY FOR CURB
RAMP DETAILS
- IF RAISED MEDIAN IS WIDER THAN 12', CURB RAMPS MAY BE
USED AS LONG AS MINIMUM SLOPE AND LANDING
REQUIREMENTS ARE MET.
- IF NOT USING CURB RAMPS, PASSAGEWAY SHOULD BE FLUSH
WITH PAVEMENT AND FREE OF ABRUPT CHANGES.
- DETECTABLE WARNING SURFACE REQUIRED WHEN RAMP
SLOPES ARE FLATTER THAN 6.67%.
- FOR PASSAGEWAY DESIGN DETAILS SEE CALTRANS - SEE FIGURE 9 STANDARD PLAN A88B. FOR CURB
RAMP DETAILS
MAX 8.33%
SLOPE
48" MIN.
LANDING
MAX 8.33%
SLOPE
TR 1624
CENTER ISLAND WITH CURB RAMPS TRAFFIC
OF CALIFORN
FIGURE 9A
/ ORANGE COUNTY CENTER ISLAND WITH PASSAGEWAY
OCTA TRANSPORTATION AUTHORITY OR CURB RAMPS FOR ACCESSIBILITY 48"
MINA
* 48"MIN.
PASSAGEWAY
SIDEWALK
L CURB RAMP
PASSAGEWAYS SHOULD BE
FLUSH WITH PAVEMENT AND
FREE OF ABRUPT CHANGES
- DETECTABLE WARNING
SURFACES REQUIRED WHEN
RAMP SLOPES ARE FLATTER
THAN 6.67%.
- FOR PASSAGEWAY DESIGN
DETAILS SEE CALTRANS
STANDARD PLAN A88B.
PRESH.
No. TR 1624
TRAFFIC
FIGURE 9B
VA ORANGE COUNTY PASSAGEWAY THROUGH ISLAND
OCTA TRANSPORTATION AUTHORITY AT RIGHT-TURN LANE
Bus Stop Safety and Design Guidelines
March 24, 2004
• Where a sidewalk crosses a driveway there are several techniques to minimize crossing the slope of the driveway:
Construct a wide sidewalk that allows a minimum level area 48 inches in width at the driveway. The overall width of the driveway should be sufficient to avoid an abrupt driveway slope.
Using a planting strip between the street and the sidewalk allows the sidewalk to remain level, with the driveway grade change occurring in the width of the planting strip.
In constrained right-of-way where a planting strip is not feasible the sidewalk may be wrapped around driveway entrance. However, this method may have disadvantages for the vision-impaired who follow the curb line for guidance.
4) When constraints allow for only minimal sidewalks behind the curb, dipping the entire sidewalk at driveways keeps the cross-slope at a constant grade.
2.5 PLACEMENT OF BUS STOPS
Since bus stops provide interface points between the walkway system, the roadway network, and transit routes, proper location is critical. Bus stop locations are usually determined by OCTA, while final approval rests solely with the local jurisdiction.
The location of the bus stop must address both traffic operation issues and passenger accessibility issues. If possible, the bus stop should be located in an area where typical improvements, such as a bench or shelter, can be placed in the public right of way. A bus stop location should consider potential ridership, traffic and rider safety, and bus operation elements that require site-specific evaluation. Significant emphasis should be placed on factors affecting personal security; well-lit open spaces visible from the street create a safer environment for waiting passengers. Elements to consider in bus stop placement include the following:
Use:
• Proximity to major trip generators;
• Presence of sidewalks, marked crosswalks, and curb ramps; • Protected crossings at signalized intersections;
• Connection to nearby pedestrian circulation system;
• Access for people with disabilities;
• Convenient passenger transfers to other routes; and
• Effect on adjacent property owners.
Kimley-Horn and Associates, Inc. Page 27
Bus Stop Safety and Design Guidelines
March 24, 2004
Traffic and Rider Safety:
• Conflict between buses, other traffic, and pedestrians; • Passenger protection from passing traffic;
• Width of sidewalks;
• Pedestrian activity through intersections;
• All weather surface to step to/from the bus;
• Open and visible spaces for personal security and passenger visibility; and • Street illumination.
Bus Operations:
• Restrictive parking;
• Adequate curb space for the number of buses expected at the stop at any one time; • On-street automobile parking and truck delivery zones; • Traffic control devices near the bus stop, such as signals or stop signs; • Volumes and turning movements of other traffic, including bicycles; • Proximity and traffic volumes of nearby driveways;
• Street grade;
• Ease of re-entering traffic stream; and
• Proximity to rail crossings.
Bus stops are generally located at
intersections where they may be placed on
the nearside or farside of an intersection.
This maximizes pedestrian accessibility from
both sides of the street and provides
connection to intersecting bus routes. Photo 4
shows a typical farside bus stop.
Under certain situations, bus stops may also
be placed at a mid-block location. Figures 10
and 10A show several general bus placement
scenarios.
Photo 4: Typical farside bus stop.
Kimley-Horn and Associates, Inc. Page 28
12 - 12-20
NO PARKING . BUS " NO PARKING
SIDEWALK BUS STOP
SIGN
CASE 1: FARSIDE BUS STOP
=
12'
12'-20'
NO PARKING C: BUS NO PARKING
SIDEWALK BUS STOP
SIGN
CASE 2: NEARSIDE BUS STOP
MoP TR 1624
TRAFFIC
FIGURE 10
ORANGE COUNTY PLACEMENT OF
OCTA TRANSPORTATION AUTHORITY ON-STREET BUS STOPS
12'
- -
12 12'-14'
C. BUS
6'-8'
BIKE LANE SIDEWALK — BIKE LANE
CASE 3: BUS STOP IN BIKE LANE
(IF COMBINED WIDTH OF BIKE LANE AND OUTSIDE LANE IS
LESS THAN 20', TURNOUT MAY BE NECESSARY.)
12' 12_
- -
12' → 20'
-
12'
BUS STOP
SIGN
RIGHT TURN NO
ONLY STOPPING
BUS EXEMPTED
CASE 4: BUS STOP IN RIGHT TURN LANE
No TR 1824
TIE OF CALLED A TRAFFIC
FIGURE 10A
VN ORANGE COUNTY PLACEMENT OF
OCTA TRANSPORTATION AUTHORITY ON-STREET BUS STOPS (CONT.) 12'
-
12'
12'
8' T C. BUS.
SIDEWALK - - AUTO
NO PARKING ZONE PARKING
CASE 5: BUS STOP IN PARKING LANE
(IF COMBINED WIDTH OF PARKING AND OUTSIDE TRAVEL
LANES IS LESS THAN 20', TURNOUT MAY BE NECESSARY.)
= 1===============
20' C. BUS : NO PARKING
NO PARKING
SIDEWALK
CASE 6: BUS STOP IN EXTRA-WIDE CURB LANE
(IF CURB LANE IS LESS THAN 20', TURNOUT MAY BE NECESSARY.)
TRAFFIC
FIGURE 10B
ORANGE COUNTY PLACEMENT OF
OCTA TRANSPORTATION AUTHORITY ON-STREET BUS STOPS
Bus Stop Safety and Design Guidelines
March 24, 2004
In general, a nearside stop is preferred on two lane streets where vehicles will not pass around a stopped bus. Photo 5 shows a typical nearside bus stop. In the case of a street with wide shoulders or multiple lanes where vehicular traffic may pass uncontrolled around the bus, a farside stop is preferred for sight distance issues. In the case of a street with wide shoulders or multiple lanes where vehicular traffic is controlled by a signal, the bus stop may be located either nearside or farside.
Stops should be placed to minimize the
difficulties associated with lane changes and
weaving maneuvers of approaching
vehicles. Where it is not acceptable to stop
the bus in traffic and a bus pullout is
warranted, a farside or mid-block stop is
generally preferred. As with other elements
of the roadway, consistency of stop
placement lessens the potential for operator
and passenger confusion.
In locating of a bus stop in the vicinity of a
driveway, the local jurisdiction should be
aware of issues related to sight distance,
blocking access to development, and
potential conflicts between automobiles and
Photo 5: Typical nearside bus stop. buses.
Table 5 compares advantages and disadvantages of nearside, farside, and mid-block bus stop types.
The placement of bus stops at intersections vary from site to site. However general considerations for the placement of bus stops at intersections include:
• When the route alignment requires a left turn, the preferred location for the bus stop is on the farside of the intersection after the left turn is completed (see Example A Figure 11).
• When the route alignment requires a left turn and it is infeasible or undesirable to locate a bus stop farside of the intersection after the left turn, a mid-block location is preferred. A mid-block bus stop should be located at least 500 feet from the intersection so a bus can maneuver into the proper lane to turn left. (see Example B Figure 11).
• If there is a high volume of right turns at an intersection or when the transit route turns right at an intersection, the preferred location for a stop is on the farside of the intersection (see Example C Figure 11).
• In circumstances where the accumulation of buses at a farside stop would spill over into the intersection and additional length is not available, the stop should be placed on the nearside of the intersection. This removes the potential for queuing buses to overflow into the intersection (see Example D Figure 11A).
Kimley-Horn and Associates, Inc. Page 32
Bus Stop Safety and Design Guidelines
March 24, 2004
Table 5
Advantages and Disadvantages of Farside, Nearside, and Mid-block Bus Stops
FARSIDE STOP
Advantages Disadvantages
• Minimizes conflict between buses and If bus stops in travel lane, could result in right turning vehicles traveling in the traffic queued into intersection behind same direction the bus (turnout will allow traffic to pass around the stopped bus)
• Minimizes sight distance problems on
approaches to the intersection • If bus stops in travel lane, could result in rear-end accidents as motorists fail to
• Encourages pedestrians to cross
anticipate stopped traffic
behind the bus
• Minimizes area needed for curbside • May cause passengers to access buses further from crosswalk
ous zone
• May interfere with right turn movement
• If placed just beyond a signalized
from cross street
intersection in a bus turnout, buses may
more easily re-enter the traffic stream
• If a turnout is provided, vehicle
capacity through intersection is
unaffected
NEARSIDE STOP
Advantages Disadvantages
• Minimizes interference when traffic is • Stopped bus may interfere with a heavy on the farside of an intersection dedicated right turn lane • Allows passengers to access buses • May cause sight distance problem for close to crosswalk cross-street traffic and pedestrians • Driver may use the width of the If located at a signalized intersection. intersection to pull away from the curb and if the shoulder width at the stop is such that buses will exit the trattic
• Allows passengers to board and alight stream, a traffic queue at a signal may when the bus is stopped for a red light make it difficult for buses to re-enter • Provides the driver with the opportunity the traffic stream to look for oncoming traffic, including Prohibits through traffic movement with •
other buses with potential passengers green light, similar to farside stop without a bus turnout
• May cause pedestrians to cross in front
of the bus at intersections
Kimley-Horn and Associates, Inc. Page 33
Bus Stop Safety and Design Guidelines
March 24, 2004
Table 5 (Cont.)
Advantages and Disadvantages of Farside, Nearside, and Mid-block Bus Stops
MID-BLOCK STOP
Advantages Disadvantages
• Minimizes sight distance problems for • Requires additional distance for no- vehicles and pedestrians parking restrictions
• May result in passenger waiting areas • Increases walking distance for patrons experiencing less pedestrian crossing at intersection, or requires congestion special features to assist pedestrians
with mid-block crossing
May be closer to passenger origins or
destinations on long blocks • May encourage jay-walking • May result in less interference with
traffic flow
• At complex intersections with multi-phase signals or dual right or left turn lanes, farside stops are preferred because they remove the buses from the area of complicated traffic movements at that intersection (see Example E Figure 11A).
When transfer activity between two lines exhibits a strong direction pairing (i.e., heavy volumes from westbound to northbound) placing one stop nearside and one farside can minimize pedestrian activity within the intersection (see Example F Figure 11A).
When a bus stop must be located at a mid-block location consideration should be given to ways of preventing jay-walking. There may be a tendency for passengers to jay-walk at mid-block bus stops if the nearest intersection crossing point is distant. There are several ways to discourage or prevent jay-walking at mid-block locations. Some possible methods to consider include:
• No-pedestrian crossing signs
• Landscaped raised medians
Fencing, either on the edge of the street or in the median Placement of a mid-block crosswalk (if warranted)
• Pedestrian signals (if warranted)
Table 6 summarizes some common situations encountered when locating bus stops at intersections and indicates which type of stop is usually most appropriate.
Kimley-Horn and Associates, Inc. Page 34
(MINIMUM 500' FROM
I INTERSECTION
A. FARSIDE STOP AFTER LEFT TURN B. MID-BLOCK STOP BEFORE LEFT TURN
WHICH WILL ALLOW BUS TO MAKE A
LEFT TURN
C. FARSIDE STOP AT INTERSECTION
WITH A HIGH VOLUME OF RIGHT
TURN MOVEMENTS OR WHEN ROUTE
TURNS RIGHT
ROUTE ALIGNMENT
CARS
BUS STOP
MOP TR 1824
-TRAFFIC
FIGURE 11
ORANGE COUNTY GENERAL CONSIDERATION IN THE
OCTA TRANSPORTATION AUTHORITY PLACEMENT OF BUS STOPS
UNDESIRABLE PREFERRED
D. NEARSIDE STOP WHEN BUS
ACCUMULATION EXCEEDS FARSIDE
BUS ZONE
FARSIDE
NEARSIDE
E. FARSIDE STOPS AT COMPLEX F. FARSIDE/NEARSIDE STOPS TO MINIMIZE
INTERSECTIONS PEDESTRIAN STREET CROSSINGS
BETWEEN TRANSFERS
• BUS STOP
DIRECTION OF TRAVEL
PREDOMINANT TRANSFER
DIRECTION SAMES M. D
BUS No. TR 1624
EXP -
• ROUTE ALIGNMENT SAME BE CAUTI TRAFFIC
FIGURE 11A
MN ORANGE COUNTY GENERAL CONSIDERATION IN THE
OCTA TRANSPORTATION AUTHORITY PLACEMENT OF BUS STOPS (CONT.) Bus Stop Safety and Design Guidelines
March 24, 2004
Table 6
Stop Placement Situations and Preferred Placement
Situation Preferred Placement
Any signalized intersection where bus can stop out of Farside travel lane
If bus turns at intersection Farside
Intersection with many right turns Farside
Complex intersections with multi-phase signals or dual Farside turn lanes
If nearside curb extension prevents autos from trying to Nearside turn right in front of bus
Bus accumulation exceeds farside bus zone Nearside
If two or more consecutive stops have signals Alternate nearside and farside (starting
nearside) to maximize
advantage from
timed signals
If obvious, heavy single-direction transfer activity One nearside; one farside to eliminate
street crossings
required to transfer
If blocks are too long to have all stops at intersections Mid-block Major transit generators not served by stops at Mid-block intersections
Mid-block pedestrian-crossing combined with mid-block Mid-block pedestrian access into block
Transit Center Off-street
Major transit generator that cannot be served by on- Off-street street stop, or where ridership gain will far outweigh
inconvenience to passengers already on-board
Kimley-Horn and Associates, Inc. Page 37
Bus Stop Safety and Design Guidelines
March 24, 2004
In general, bus stops can be accommodated on-street in the parking or curb lane, bike lane, or in the right turn lanes. In cases where there are no parking spaces or right turn lanes or passenger volumes are high, a bus turnout may be necessary. The same is true when vehicular volumes are high. Refer to Figures 12, 12A, 12B, and 13 for placement criteria and dimensions of common on-street stop conditions.
At some bus stops, more than one bus may be at the stop at a given time. The number of bus- loading positions required depends upon 1) the rate of bus arrivals and 2) passenger service time at the stop. In general, bus zones should increase by 50 feet for each additional standard bus and 70 feet for each additional articulated bus that is expected to use the zone simultaneously.
2.6 IDENTIFICATION OF BUS STOP
Bus stop signs are placed to notify the general public where the bus will stop, to provide reference for coach operators, and to assist in marketing the system. To mark the location of all bus stops, the Authority will provide signs as shown on Figure 14 and install them free of charge. Figure 14A illustrates a typical post anchor detail. The Authority's standard bus stop sign is 18 inches wide x 18 inches high, reflective, and double-sided for visibility when approached from either direction. The sign:
• Identifies the location as a designated bus stop.
• Provides route specific information.
• Displays the transit information telephone number.
There are multiple criteria involved in placing a bus stop sign. Concerns for passenger and public safety, ADA requirements, convenience, bus stop visibility and passenger amenities must all be addressed.
The following are general guidelines for bus stop sign locations and clearances:
• In no case should the post be located closer than 24 inches from the curb face. • Whenever possible, the bus stop sign should be located at the front of each bus zone.
• Bus stop signs should be mounted on square unistrut posts. This is particularly useful for visually impaired patrons to locate the exact location where the bus will • Whenever possible bus stop signs should be placed independently of all other street signs to maintain transit stop identity.
• The bottom of the sign should be 7 feet above grade and no higher than 10 feet, consistent with Figure 14.
• The top of the informational cassette should be mounted no higher than 60 inches above grade.
Kimlev-Horn and Associates, Inc. Page 38
(TRANSITION) | 60 40' MIN.*
O' STRAIGH 60' DES.
O' AFTER TUR
PARKING
NO PARKING ZONE • BUS STOP SIGN
FARSIDE STOP
*40 MINIMUM FOR LOW SPEED AND LOW VOLUME STREETS
60' DESIRABLE FOR HIGH SPEED AND HIGH VOLUME STREETS.
SOp TR 1824
TRAFFIC
FIGURE 12
AN ORANGE COUNTY DIMENSIONS FOR ON-STREET BUS STOPS
OCTA TRANSPORTATION AUTHORITY
40' MIN.* 60' DIST. VARIES
60' DES.
PATHING
NO PARKING ZONE- • BUS STOP SIGN
NEARSIDE STOP
*40 MINIMUM FOR LOW SPEED AND LOW VOLUME STREETS
60' DESIRABLE FOR HIGH SPEED AND HIGH VOLUME STREETS.
* ĐOP TR 1824
TRAFFIC
FIGURE 12A
V ORANGE COUNTY DIMENSIONS FOR ON-STREET BUS STOPS (CONT.) оста TRANSPORTATION AUTHORITY
40° MIN.* 60' 40' MIN.*
60" DES. - 60' DES.
PATHING PATTING
BUS,
NO PARKING ZONE - • BUS STOP SIGN
MID-BLOCK STOP
*40 MINIMUM FOR LOW SPEED AND LOW VOLUME STREETS
60 DESIRABLE FOR HIGH SPEED AND HIGH VOLUME STREETS.
SO TR 1824
TRAFFIC
FIGURE 12B
VN ORANGE COUNTY DIMENSIONS FOR ON-STREET BUS STOPS (CONT.)
OCTA TRANSPORTATION AUTHORITY
NO PARKING ZONE
(TRANSITION) . 50' 60' 40 MIN.
40' STRAIGHT SECOND POSITION FIRST POSITION 60' DESIRABLE AUTO PARKING 60' AFTER TURN
ECR * BUS STOP SIGN
NO PARKING ZONE
(TRANSITION) 60' 80' 40' MIN.
40' STRAIGHT FIRST POSITION LAYOVER ZONE 60 DESIRABLE AUTO PARKING 60' AFTER TURN
ECR • BUS STOP SIGN
TO DETERMINE THE DIMENSIONS FOR A BUS STOP WITH MULTIPLE BERTHS:
THE FIRST POSITION SHOULD BE 60 FEET LONG FOR 40 FOOT VEHICLES (80 FEET FOR ARTICULATED VEHICLES)
FOR EACH ADDITIONAL PASS-THROUGH BUS, 50 FEET SHOULD BE ADDED (70 FEET FOR ARTICULATED VEHICLES)
FOR EACH ADDITIONAL LAYOVER BUS, 80 FEET SHOULD BE ADDED (100 FEET FOR ARTICULATED VEHICLES)
STATE LOE CALIFORN TRAFFIC
FIGURE 13
OCTA TRANSPORTATTON AUTHORITY ORANGE COUNTY DIMENSIONS FOR MULTIPLE
BERTH ON-STREET BUS STOPS
OCTA
(MA 636RIDE
7' Minimum
10' Maximum
60"
0000000000060000
AC or Concrete
Sidewalk
90°
Roadway Curb/Gutter
See Post Anchor Detail NOT 1024
TRAFFIC
Damage To Buses OF CALIFO
FIGURE 14
ORANGE COUNTY BUS STOP SIGN
OCTA , TRANSPORTATION AUTHORITY PLACEMENT CRITERIA
Rivet locations 750"
Street side
Direction of traffic flow of post
Universal head
drive rivet
.375"
SECTION A-A
RIVET DETAIL
Sign Post
1¾" square
A Ar
•
6" to 8"
1'-6"
Typical Installation 2-6"
(concrete) Typical Installation (dirt)
Anchor Sleeve
2%" square
Post Anchor
2" square
MORESId
ES W. DANS
TYPICAL SECTION По тР 1824
TRAFFIC
SE OF CALIED
FIGURE 14A
ORANGE COUNTY TYPICAL POST ANCHOR DETAIL
ОСТА • TRANSPORTATION AUTHORITY
Bus Stop Safety and Design Guidelines
March 24, 2004
2.7 BUS STOPS AND PROPERTY OWNERS
To promote good public relations, it is desirable that bus stops be placed at locations where they will minimize the annoyance to the adjacent residents or business owners. Some commercial establishments are interested in having a bus stop placed in front of their establishment, while residents may object to the presence of a bus stop in front of their home.
All efforts should be taken to minimize the impact to each property owner, but vehicle and pedestrian safety should be the over-riding factor in determining the final bus stop location.
2.8 PARKING RESTRICTIONS AT BUS STOPS
It is crucial that parking restrictions (either red curb or "No Parking" signs) be placed at bus zones. The lack of parking restrictions could impact bus operations, traffic movement, safe sight distance, and passenger access. Potential issues include:
• The bus may have to double park when
servicing a stop, which would interfere with
traffic movements.
Passengers would have to maneuver
between parked vehicles when entering or
exiting the bus, which can endanger the
passengers.
• The bus would lack access to the
curb/sidewalk area to board or alight
wheelchair passengers.
Motorists are accustomed to the standard parking
regulations that are used at intersection approaches.
For this reason, parking restrictions at nearside and
farside stop locations can be enforced with
comparatively less difficulty than mid-block locations.
Photo 6: Bus stop in parking lane.
Parking regulations should be legally enforceable for all bus zones. Further, all violations should be fully enforced both in a consistent and expedient manner by the appropriate local jurisdiction. Photo 6 shows a red painted curb as an example of one form of parking restriction at bus stops.
2.9 BUS STOPS AND DRIVEWAYS
Whenever possible, bus stops should not be placed within the proximity of a driveway.
However, if a driveway is unavoidable:
• Attempt to keep at least one exit and entrance open to vehicles accessing the property while a bus is loading or unloading passengers. • Locate bus stops to allow good visibility for vehicles leaving the property and to minimize vehicle/bus conflicts. This is best accomplished by placing bus stops where driveways are behind the stopped bus.
Kimley-Horn and Associates, Inc. Page 45
Bus Stop Safety and Design Guidelines
March 24, 2004
• Never place a bus stop that forces passengers to wait for a bus in the middle of a driveway.
• It is preferable to fully rather than partially block a driveway to prevent vehicles from attempting to squeeze by the bus in a situation with reduced sight distance.
Figure 15 depicts undesirable driveway situations where either visibility is restricted or the only drive into a parking area is blocked. Figure 15 also shows acceptable driveway situations where visibility is enhanced and access is maintained. The best opportunity to eliminate driveway conflicts for passengers and buses is during early planning of development projects. New developments can arrange their access to avoid constructing driveways near existing or proposed bus stop locations if the driveway location would result in inadequate sight distance.
Each developer should contact OCTA for bus stop locations prior to starting the preliminary site plan for the project.
2.10 BUS TURNOUTS
Bus turnouts (a recessed curb area located adjacent to the traffic lane) are desirable under selected conditions because of the delay created when the bus must re-enter traffic. Bus turnouts have advantages and disadvantages:
Advantages:
• Allows traffic to proceed around the bus, reducing delay for general traffic; • Maximizes vehicular capacity of roads;
• Clearly defines the bus stop;
• Passenger loading and unloading can be conducted in a more relaxed manner; and • Eliminates potential rear-end accidents.
Disadvantages:
• More difficult to re-enter traffic, increasing bus delay and increasing average travel time for buses; and
• Uses additional space and may require right-of-way acquisition.
Bus turnouts are desirable where street traffic speeds are 40 mph or more and one of the following conditions exist:
• Peak period boarding average exceeds 20 boardings per hour. • Average peak period dwell time exceeds 30 seconds per bus. • A high frequency of accidents involving buses and/or pedestrians occurred within the past year.
• When traffic in the curb lane exceeds 250 vehicles during the peak hour and the curb lane is less than 20 feet wide or when bus volumes exceed 10 or more per peak hour.
Kimley-Horn and Associates, Inc. Page 46
UNDESIRABLE DRIVEWAY ARRANGEMENTS
SIGHT LOT WITH UNDESIRABLE
RESTRICTED SINGLE DRIVE UNDER ANY
CIRCUMSTANCE
BUS BUS BUS
STOP STOP STOP
BUS IMPEDES SIGHT DISTANCE BUS ENTIRELY BLOCKS BUS PARTIALLY BLOCKS
FROM ADJACENT DRIVEWAY SINGLE DRIVEWAY DRIVEWAY WHERE VEHICLES CAN
ATTEMPT TO SQUEEZE PAST BUS
ACCEPTABLE DRIVEWAY ARRANGEMENTS
LOT LOT WITH
WITH LOT WITH MULTIPLE
SINGLE MULTIPLE DRIVES DRIVES
DRIVE
BUS BUS BUS
STOP STOP STOP
•L ED
TRAFFIC
ORANGE COUNTY FIGURE 15
OCTA TRANSPORTATION AUTHORITY DRIVEWAY LOCATIONS NEAR BUS STOPS Bus Stop Safety and Design Guidelines
March 24, 2004
• Where bus stops in the curb lane are prohibited.
• Where sight distances prevent traffic from stopping safely behind a stopped bus (e.g. hills, curves).
• At stops where there are 2 or more consistent wheelchair lift boardings. • Where buses are expected to layover at the end of a trip.
The farside of an intersection is the preferred
location for warranted turnouts. Nearside
turnouts typically should be avoided because
of conflicts with right turning vehicles, delays
to transit service as buses attempt to re-enter
the travel lane, and obstruction of pedestrian
activity as well as traffic control devices. The
exception would be where buses would use
a right turn lane as a queue jump lane
associated with a bus signal priority
treatment at an intersection (where a farside
pullout is not possible). Turnouts in mid-
block locations are not desirable unless
associated with key pedestrian access to a
major transit-oriented activity center and
subject to the general warrants above. Photo
Photo 7: Typical "mid-block" type turnout on arterial street. 7 shows a typical mid-block turnout on a major arterial street.
Guidelines for bus turnouts
• Turnout should be placed at signalized intersections where the signal can create gaps in traffic allowing the bus to re-enter the street. • Twelve foot width is desirable to reduce sideswipe accidents, ten foot width is minimum.
• On streets with bike lanes and where bus layovers occur, the turnout should be wide enough so that buses do not impede the bike lane.
Bus turnout designs and cross-sections are illustrated in Figures 16 through 21. A severe physical obstruction or major activity center may require a mid-block bus turnout as discussed above but this design should only be used when the standard farside turnout is infeasible. A farside bus turnout is superior to the mid-block design because it reduces walking distances for bus transfers, encourages patrons to use intersection crosswalks, and reduces right-of-way acquisition.
Kimley-Horn and Associates, Inc. Page 48
8'-10'
SIDEWALK
BUS STOP SIGN
80°*
- 60'• MINIMUM
NOTES: CROSSWALK
1 12' TO 14' WIDE CONCRETE BUS PAD INCLUDING MONOLITHIC CURB - 3000 PSI P.C.C. PAVEMENT, 9" DEEP WITHOUT RE-BAR, OR 8" DEEP WITH #3 RE-BAR AT 18" ON CENTER.
2 PER CALTRANS STANDARD PLANS A24E (OPTIONAL): * DIMENSIONS FOR A BUS TURNOUT USED BY MULTIPLE BUSES:
3 PER CALTRANS STANDARD PLANS A2OD, DETAIL 38A. - ADD 60' FOR EACH ADDITIONAL PASS-THROUGH BUS WHEELCHAIR ACCESS RAMP (LOCATION MAY VARY). - IF TURNOUT WILL BE USED AS A LAYOVER ZONE, ADD AN ADDITIONAL 80' (100' FOR ARTICULATED BUSES).
WHENEVER POSSIBLE DRIVEWAYS SHOULD NOT BE PLACED
WITHIN THE TURNOUT/BUS ZONE.
6 TURN RADIUS VARIES, BUT SHOULD BE A MINIMUM OF 28' (30' DESIRABLE). USE APPROPRIATE TURNING TEMPLATE FOR
DESIGN.
STATE
ORANGE COUNTY FIGURE 16
POTA TRANSPORTATION AUTHORITY FARSIDE TURNOUT DESIGN
CROSSWALK
- 60'- - 60**
MINIMUM
BCR
50' R-
BUS STOP SIGN
g'-10'
SIDEWALK
NOTES:
) 12' TO 14' WIDE CONCRETE BUS PAD INCLUDING MONOLITHIC CURB - 3000 PSI P.C.C. PAVEMENT, 9" DEEP WITHOUT RE-BAR, OR 8" DEEP WITH #3 RE-BAR AT 18" ON CENTER.
2 R18 SIGN WITH "BUS EXEMPT" SIGN. * DIMENSIONS FOR A BUS TURNOUT USED BY MULTIPLE BUSES:
3 PER CALTRANS STANDARD PLANS A2OD, DETAIL 38A. - ADD 60' FOR EACH ADDITIONAL PASS-THROUGH BUS. |: WHEELCHAIR ACCESS RAMP (LOCATION MAY VARY). - IF TURNOUT WILL BE USED AS A LAYOVER ZONE, ADD AN ADDITIONAL 80' (100' FOR ARTICULATED BUSES).
5 WHENEVER POSSIBLE DRIVEWAYS SHOULD NOT BE PLACED
WITHIN THE TURNOUT/BUS ZONE.
TITH IT 10 TRAFFIC
ORANGE COUNTY FIGURE 17
TRANSPORTATION AUTHORITY NEARSIDE TURNOUT DESIGN
- 60' - 60' * 60°•
MINIMUM
N
50' R
8'-10' BUS STOP SIGN
SIDEWALK
NOTES:
| 12' TO 14' WIDE CONCRETE BUS PAD INCLUDING MONOLITHIC CURB - 3000 PSI P.C.C. PAVEMENT, 9" DEEP WITHOUT RE-BAR, OR 8" DEEP WITH #3 RE-BAR AT 18" ON CENTER.
2 PER CALTRANS STANDARD PLANS A24E (OPTIONAL). * DIMENSIONS FOR A BUS TURNOUT USED BY MULTIPLE BUSES:
3 PER CALTRANS STANDARD PLANS A2OD, DETAIL 38A. - ADD 60' FOR EACH ADDITIONAL PASS-THROUGH BUS • WHEELCHAIR ACCESS RAMP (LOCATION MAY VARY). - IF TURNOUT WILL BE USED AS A LAYOVER ZONE, ADD AN ADDITIONAL 80' (100' FOR ARTICULATED BUSES).
* WHENEVER POSSIBLE DRIVEWAYS SHOULD NOT BE PLACED
WITHIN THE TURNOUT/BUS ZONE.
STATE OF CALIFORN TRAFFIC
ORANGE COUNTY FIGURE 18
TRANSPORTATION AUTHORITY TYPICAL MID BLOCK TURNOUT DESIGN (TYPE 1A) OCTA
OCTA BUS STOP SIGN-
7' MINIMUM
TRAVEL LANE - 12' MINIMUM : + 2
14' PREFERRED
•SIDEWALK
2%
2%
FLOW LINE J
6" TO 12" AGGREGATE BASE DEPENDING ON
3000 PSI P.C.C. PAVEMENT, 9" DEEP. LOCAL SOIL CONDITIONS (COMPACT SUB- WITHOUT RE-BAR, OR 8" DEEP WITH #3 BASE TO 95% RELATIVE DENSITY).
RE-BAR @ 18" ON CENTER.
Ma TR 1824
TRAFFIC
ORANGE COUNTY FIGURE 19
остА TRANSPORTATION AUTHORITY MID BLOCK TURNOUT CROSS-SECTION DESIGN (TYPE 1A) 60' *
40' MINIMUM - 40'-
- 50' R
8'-10' - BUS STOP SIGN
SIDEWALK
NOTES:
| 12' TO 14' WIDE CONCRETE BUS PAD INCLUDING MONOLITHIC CURB - 3000 PSI P.C.C. PAVEMENT, 9" DEEP WITHOUT RE-BAR, OR 8" DEEP WITH #3 RE-BAR AT 18" ON CENTER.
2 PER CALTRANS STANDARD PLANS A24E (OPTIONAL): * DIMENSIONS FOR A BUS TURNOUT USED BY MULTIPLE BUSES:
3 PER CALTRANS STANDARD PLANS A2OD, DETAIL 38A. - ADD 60' FOR EACH ADDITIONAL PASS-THROUGH BUS. * WHEELCHAIR ACCESS RAMP (LOCATION MAY VARY). - IF TURNOUT WILL BE USED AS A LAYOVER ZONE, ADD AN ADDITIONAL 80' (100' FOR ARTICULATED BUSES).
5 WHENEVER POSSIBLE DRIVEWAYS SHOULD NOT BE PLACED
WITHIN THE TURNOUT/BUS ZONE.
6) IF TURNOUT WILL BE USED AS A LAYOVER ZONE, THEN TED PROFESTONU RES". DATE
TURNOUT SHOULD BE DESIGNED SO BUSES WILL NOT
OBSTRUCT BIKE LANE. NO. TR 1824
STATE OF CALIFURAL TRAFFIC
ORANGE COUNTY FIGURE 20
TRANSPORTATION AUTHORITY TYPICAL MID BLOCK TURNOUT DESIGN (TYPE 1B) oCTA
OCTA BUS STOP SIGN
12' MINIMUM -
14' PREFERRED *
7 MINIMUM
TRAVEL LANE * BIKE LANE - -2
(WIDTH VARIES)
SIDEWALK
2%
2%
7. FLOW LINE J
L 6" TO 12' AGGREGATE BASE DEPENDING ON
3000 PSI P.C.C. PAVEMENT, 9" DEEP BASE TO 95% RELATIVE DENSITY).
WITHOUT RE-BAR, OR 8" DEEP WITH #3
RE-BAR @ 18" ON CENTER.
* IF TURNOUT WILL BE USED AS A LAYOVER ZONE,
THEN TURNOUT SHOULD BE WIDENED TO 12'-14' SO
BUS WILL NOT OBSTRUCT BIKE LANE.
TRAFFIC
ORANGE COUNTY FIGURE 21
TRANSPORTATION AUTHORITY TYPICAL MID-BLOCK TURNOUT CROSS-SECTION DESIGN (TYPE 1B) OCTA
Bus Stop Safety and Design Guidelines
March 24, 2004
2.11 CONCRETE BUS PADS
Concrete bus pads are recommended for all stops because they can withstand the weight of a bus better than asphalt bus pads. OCTA recommends that bus pads be considered at the earliest phase of project development because it is advantageous to install concrete pads before road construction is complete. For technical specifications and dimensions for concrete bus pads, refer to Figures 22, 22A, and 23. Photo 8 shows a typical concrete pad constructed adjacent to a bus stop.
Photo 8: Concrete pad at bus stop.
2.12 RURAL OR UNDEVELOPED AREA BUS STOP CONSIDERATION AND DESIGN In rural or undeveloped areas where there are no sidewalks and/or roads have open drainage ditches along the sides, care should be taken when locating potential bus stops. Every effort should be made to find a flat level area in which to place the stop. If funding is available, a concrete or asphalt passenger pad, up to 8 feet wide and 35 feet in length, should be placed. In these cases, curb ramps and a compacted and stabilized decomposed granite, asphalt, or concrete pathway to the nearest intersection or development should also be considered. On roads without curbs, the local jurisdiction should consider placing a tactile warning device (such as grooved concrete or truncated domes) between the road's shoulder and the passenger waiting area.
Kimley-Horn and Associates, Inc. Page 55
CROSSWALK.
80' MINIMUM*
ECR
- BUS STOP SIGN
8'-10'
SIDEWALK
NOTES:
1 12' TO 14' WIDE CONCRETE BUS PAD INCLUDING MONOLITHIC * DIMENSIONS FOR A BUS PAD USED BY MULTIPLE BUSES:
CURB - 9" DEEP WITHOUT RE-BAR, OR 8" DEEP WITH #3 RE-BAR AT 18" ON CENTER. EXACT PAD PLACEMENT WILL VARY BY - ADD 60' FOR EACH ADDITIONAL PASS-THROUGH BUS.
LOCATION. CONTACT OCTA BEFORE PLACING PAD.
- IF BUS STOP WILL BE USED AS A LAYOVER ZONE, ADD AN
2 WHEELCHAIR ACCESS RAMP (LOCATION MAY VARY). ADDITIONAL 80' (100' FOR ARTICULATED BUSES). * THIEFE TURNOUT BUS ZONS SHOULD NOT BE PLACED
* NO. TR 1824
STATE OF CAL FORAL TRAFFIC
ORANGE COUNTY FIGURE 22
TRANSPORTATION AUTHORITY STANDARD CONCRETE BUS PAD DESIGN OCTA
CROSSWALK -
100' MINIMUM *
ECR
BUS STOP SIGN
8'-10°
SIDEWALK
NOTES:
1 12' TO 14' WIDE CONCRETE BUS PAD INCLUDING MONOLITHIC * DIMENSIONS FOR A BUS PAD USED BY MULTIPLE BUSES:
CURB - 9" DEEP WITHOUT RE-BAR, OR 8" DEEP WITH #3 RE-BAR AT 18" ON CENTER. EXACT PAD PLACEMENT WILL VARY BY - ADD 60' FOR EACH ADDITIONAL PASS-THROUGH BUS.
LOCATION. CONTACT OCTA BEFORE PLACING PAD.
- IF BUS STOP WILL BE USED AS A LAYOVER ZONE, ADD AN
2 WHEELCHAIR ACCESS RAMP (LOCATION MAY VARY). ADDITIONAL 80' (100' FOR ARTICULATED BUSES). ® VITEIN THE TURNDUTBUS DAYS SHOULD NOT BE PLACED
CANES M. ORDEN
* Mop TR 1824 *
KATE OK CALIFORILA TRAFFIC
ORANGE COUNTY FIGURE 22A
TRANSPORTATION AUTHORITY MODIFIED CONCRETE BUS PAD DESIGN OCTA
OCTA BUS STOP SIGN-
7 MINIMUM
TRAVEL LANE • 12' MINIMUM
14 PREFERRED
SIDEWALK
2%
1.5-2% _ 6%
XXX
FLOW LINE -
- 6" TO 12" AGGREGATE BASE DEPENDING ON
3000 PSI P.C.C. PAVEMENT, 9" DEEP LOCAL SOIL CONDITIONS (COMPACT SUB- WITHOUT RE-BAR, OR 8" DEEP WITH #3 BASE TO 95% RELATIVE DENSITY).
RE-BAR @ 18" ON CENTER.
TRAFFIC
ORANGE COUNTY FIGURE 23
OCTA TRANSPORTATION AUTHORITY TYPICAL CONCRETE BUS PAD CROSS-SECTION DESIGN Bus Stop Safety and Design Guidelines
March 24, 2004
CHAPTER 3
PASSENGER AMENITIES
3.1 INTRODUCTION
The design of bus stop waiting areas and provision of amenities that enhance security and comfort plays a significant role in a person's decision to use transit. Design of bus stops can affect a person's actual or perceived sense of safety, comfort and convenience. The following sections identify the factors to consider, and provide guidelines for locating bus stops and designing passenger waiting areas.
3.2 PASSENGER BOARDING AREA
The bus stop passenger boarding area is that area described as a firm, solid, level platform, standardized by OCTA's rolling stock dimensions (see Tables 1, 2, and 3 for wheelchair lift characteristics). Due to the different sizes
of various buses, all equipped with either
a front door or rear door wheelchair lift,
the boarding area must include a front
and rear loading area free of obstacles.
The boarding area may also be the
pathway, but requires greater clearance
than a standard sidewalk to allow
deployment of the wheelchair lift. See
Figures 24, 24A and 24B for illustrations
of typical boarding area design and
dimensions for various sidewalk
configurations. Photo 9 shows a basic
boarding area.
The following criteria for boarding areas
should be used to ensure compliance
Photo 9: Typical passenger boarding area.
with ADA:
• Front door clearance minimum 5 feet by 8 feet
Rear door clearance minimum 10 feet by 8 feet
• Distance between front and rear boarding area is 18 feet • Surface material is stable, firm, and slip resistant
• Slope does not exceed 1 foot vertical over 20 feet horizontal (5%) • Cross slope does not exceed 1 foot vertical over 50 feet horizontal (2%) • Horizontal clearance of 48 inches maintained in boarding area • Vertical clearance of 84 inches maintained in boarding area Kimley-Horn and Associates, Inc. Page 59
Minimum Boarding Area
Bus Stop Sign
8' minimum
10' minimum
Curbface 18' 16' preferred
5' minimum Sidewalk Width Varies
6' Preferred
Preferred Boarding Area
Bus Stop Sign
8' minimum
34' minimum
40' preferred * Sidewalk Width Varies
Curbface
Note:
1) The minimum sidewalk/pathway width should be 48" wide, with a 84" vertical clearance. 2) When the existing sidewalk is less than 8 feet wide, it should be widened accordingly to meet current ADA standards for TERED PROFESION LES M. DATE
accommodating both a front and rear door wheelchair lift. Wheelchair boarding areas should be constructed with either P.C.C. or A.C. pavement. Above grade obstacles, or street furniture should be placed in such a manner as to not interfere with the designated front No. TR 1624
OF CALIFORN
FIGURE 24
ORANGE COUNTY PASSENGER BOARDING AREA -
OCTA TRANSPORTATION AUTHORITY SIDEWALK ATTACHED TO CURB Bus Stop Sign Minimum Boarding Area
8' minimum
Parkway
10' minimum
Curbface 18' 16' preferred Sidewalk Width Varies
5' minimum
6' Preferred
Bus Stop Sign Preferred Boarding Area
1 8' minimum
Parkway
Curbface 34' minimum
40' preferred Sidewalk Width Varies
Note:
1) The minimum sidewalk/pathway width should be 48" wide, with a 84" vertical clearance. 2) When the existing sidewalk is less than 8 feet wide, it should be widened accordingly to meet current ADA standards for accommodating both a front and rear door wheelchair lift. Wheelchair boarding areas should be constructed with either P.C.C. or A.C. ONES M. DATEN pavement. Above grade obstacles, or street furniture should be placed in such a manner as to not interfere with the designated front of rear door boarding areas. No. TR 1624
MATE BY CAL PRE TRAFFIC
FIGURE 24A
ORANGE COUNTY PASSENGER BOARDING AREA -
OCTA TRANSPORTATION AUTHORITY SIDEWALK DETACHED FROM CURB Preferred Boarding Area
Varies
Parkway Parkway
Sidewalk
Width
Bus Stop Sign Varies
34' minimum
Curbface
40' preferred
Note:
1) The minimum sidewalk/pathway width should be 48" wide, with a 84" vertical clearance. 2) At locations with large parkways, it will be necessary to construct an ADA compliant wheelchair boarding area to accommodate both a front and rear door wheelchair lift. The wheelchair boarding area should be constructed with either P.C.C. or A.C. pavement. Above grade obstacles, or street furniture should be placed in such a manner as to not interfere with the designated front of rear door boarding areas.
3) In addition to constructing the boarding area, a 5 foot wide pathway should be constructed connecting the boarding area to the existing BAES M. DR sidewalk. As with the boarding area, it should be constructed with either P.C.C. or A.C. pavement.
No. TR 1624
EXP
STATE OF CALIFORN TRAFFIC
FIGURE 24B
ORANGE COUNTY PASSENGER BOARDING AREA -
ОСТА TRANSPORTATION AUTHORITY MEANDERING SIDEWALK
Bus Stop Safety and Design Guidelines
March 24, 2004
3.3 PASSENGER AMENITIES WARRANTS
A sheltered, paved waiting area outside the flow of pedestrian traffic and secure from automobile traffic is important to the transit patron. The goal is to provide this protection at all bus stops to encourage transit ridership. However, since resources are limited, a system to set priorities for bus stop improvements is needed. Table 7 shows one way of establishing priorities for placement of bus stop amenities. It is recognized that the limiting of criteria and ordering of priorities are artificial boundaries, however it is an attempt to bring order to the selection process.
Table 7
Bus Stop Amenities Warrants Sample
Bus stops that accumulate 10 points or more may be considered for shelter placement: 6 points or more may warrant a bench and trash receptacle. • 7 points High boarding count or transfer location - Number of patrons getting on the bus at this stop exceeds 20 people per day.
(Variations can include 3 points for 10 people per day, 10 points for 100 people per day, 15 points for 200 people per day)
• 4 points Special needs - Includes small facilities or people with special requirements for shelter that might not qualify for attention based on win certain arbies. boarding counts (senior citizen centers, medical offices, libraries, persons • 4 points Activity Location - Locations with high density of people and thus high potential for ridership (apartments, high rise office building, shopping center, schools, hospitals.)
• 3 points Exposure to elements - Locations with no landscape or buildings to offer shade/rain protection, no seat walls, no area to stand outside of sidewalk, and 2-3 lanes of traffic of 40 mph or more, giving patron no feeling of security at stop.
• 2 points Long waiting time for bus - stops at which patrons wait 30 minutes or more between buses.
• 1 point Request for improvement - Citizen requests improvements at stop.
Note: The warrants serve to direct an agency's limited resources when not every location can be improved. Ideally, every bus stop should have at least one bench and/or shelter, and a trash receptacle. Due to the lack of room at most bus stops, no more than two (2) pieces of furniture should be placed at each stop.
If a bus stop meets the amenities criteria it may be considered for a shelter or bench and trash receptacle placement by the local agency. Meeting these criteria does not guarantee shelter installation. Existing site conditions and pedestrian infrastructure, public right-of-way availability, accessibility and safety issues, and other concerns must be reviewed and addressed before future shelter or bench placements are confirmed. OCTA does not own, install, or maintain benches or shelters so the decision to place street furniture lies solely with the local jurisdiction.
Before a shelter, bench, or trash receptacle is placed, it is recommended that the local agency provide OCTA with site plans. This will give the Authority an opportunity to review all proposed amenities placement to ensure ADA clearance and/or operational requirements are maintained.
This will avoid costly relocations if the amenities are not placed per the criteria suggested in these guidelines.
Kimley-Horn and Associates, Inc. Page 63
Bus Stop Safety and Design Guidelines
March 24, 2004
3.4 BENCH AND TRASH RECEPTACLE DESIGN AND PLACEMENT
The following are criteria for providing passenger benches and trash receptacles at bus stops:
• Benches should be placed facing the street.
• Design and colors should respond to architectural character of street furniture and adjacent development in the area.
• Artistic and aesthetic elements may be incorporated into the street furniture design as part of a streetscape effort to enhance the urban environment. • Trash receptacles should be designed compatible with other bus stop components and with removable plastic liner with a 35 gallon minimum capacity. • Avoid installing trash receptacles
with design features that permit
liquids to pool or remain near the
receptacle and attract insects.
• If possible, install trash
receptacles in shaded areas a
minimum of 3 feet from a bench.
When installed in areas that
receive direct sunlight most of
the day, the heat may cause foul
odors to develop.
Both benches and trash
receptacles should be anchored
to prevent unauthorized
movement.
• Construct furniture for easy Photo 10: Typical bench and trash receptacle layout. relocation to allow for bus route
changes, street improvement projects, etc.
• Materials, coatings, and surfaces should be graffiti resistant. Furniture should be readily replaceable.
• Benches should be placed on the back side of sidewalk a minimum of six to nine feet from the bus sign post, to allow pedestrians to move past people sitting on the bench. In addition, local jurisdictions may have special standards for physical clearance which must be satisfied.
• Seating areas should be well shaded, if possible, either using shade trees preferably planted at the back of the sidewalk, or existing buildings.
Photo 10 shows a typical bench and trash receptacle layout. Install trash receptacles at bus stops when:
• There is a request for placement of a receptacle;
There is evidence of a litter problem at the bus stop;
Kimley-Horn and Associates, Inc. Page 64
Bus Stop Safety and Design Guidelines
March 24, 2004
• A sponsor (such as a business or community group, or local jurisdiction) steps forward to take maintenance responsibility, and;
• The receptacle can be located within close proximity to the bus stop.
The Authority relies on the private sector and local jurisdictions to provide benches and, in some cases, trash receptacles. Developers and local jurisdictions may design a special style of bench to fit into the landscape and complement the architectural style of their project or streetscape.
They can also contact private bench advertising companies which will provide benches for free.
Figures 25, 25A, and 25B show typical bench and trash receptacle placements in relation to the passenger boarding area. Placement of benches and receptacles must maintain proper clearances for passage and wheelchair boarding areas.
While bench designs vary among manufacturers, some standards do exist. Benches usually seat three (3) to four (4) people and may have an upright back support. Some bench design come with a D metal bar in the center of the bench to discourage sleeping on the bench for prolonged period of time. Figure 26 illustrates a "park" style bench with a back support.
3.5 SHELTER DESIGN
Passenger shelters are provided to enhance the safety, security and comfort of transit patrons.
Shelters can be provided in many ways and can take almost any form or appearance since local agencies typically select and install their own shelters. Most often, passenger shelters are free standing structures (see Photo 9), but
sometimes they are incorporated into
adjacent buildings.
The guidelines presented in this section are
most applicable to free standing structures.
When considering the placement of
passenger shelters, each jurisdiction should
evaluate the following:
• Type and intensity of adjacent
land uses.
• Sidewalk condition at the bus
stop and access to and from the
stop.
Photo 11: Bus stop with shelter.
• Location of doors/wheelchair lifts on OCTA buses.
• Visibility of the shelter and visibility impacts of the shelter. Ensuring shelter is located where it will not impede sight lines from nearby streets and driveways. • Location of other street furniture, avoiding crowding of street furniture and ensuring ample waiting space around shelter.
Ensure location has appropriate drainage and water does not pool near shelter.
Kimley-Horn and Associates, Inc. Page 65
7' to 9' 3' to 4'
Trash Receptacle
Bench
Bus Stop Sign Front Door
Rear Door
Wheelchair 8' Sidewalk
Wheelchair
Boarding Boarding Area
Area 5' Minimum
5' minimum 18' 10' minimum
6' preferred 16' perferred
Curb Face
34' minimum
40' preferred
NOTE:
1) The bench should be placed between 7' to 9' from the bus stop sign, on the back side of the sidewalk. Two benches can be placed as along as they do not obstruct the front and rear wheelchair boarding areas. 2) Both front door and rear door wheelchair boarding areas need to be free of all above ground obstacles. This includes street furniture (benches/shelters), trash receptacles, treewells, utility poles, light standards, mail boxes, miscellaneous signs, newsracks, etc.
My. TR 1624
3) Trash receptacles can be placed on either side of the bench, but should be placed at least 3' - 4' from the bench. TRAFFIC A ORANGE COUNTY FIGURE 25
TYPICAL BENCH PLACEMENT - 8 FOOT WIDE SIDEWALK
остА TRANSPORTATION AUTHORITY
→ 3'to 4'+
/ Trash Receptacle
Bench Bench
Bus Stop Sign Front Door:
Wheelchair Rear Door
Wheelchair 8' Sidewalk
Boarding Boarding Area
Area 5' Minimum
5' minimum. 18' 10' minimum
6' preferred 16' perferred
Curb Face
34' minimum
40' preferred
NOTE:
1) Two benches can be placed as along as they do not obstruct the front and rear wheelchair boarding areas. 2) Both front door and rear door wheelchair boarding areas need to be free of all above ground obstacles. This includes street furniture (benches/shelters), trash receptacles, treewells, utility poles, light standards, mail boxes, miscellaneous signs, newsracks, etc.
STATE OE CALIFORALT TRAFFIC
3) Trash receptacles can be placed on either side of the bench, but should be placed at least 3' to 4' from the bench.
FIGURE 25A
VN ORANGE COUNTY TYPICAL MULTIPLE BENCH PLACEMENT - 8 FOOT WIDE SIDEWALK остА TRANSPORTATION AUTHORITY
34' minimum
40' preferred
5' minimum 10' minimum
- 6' preferred ** 18'
16' perferred
4' Minimum
Bus Stop Sign Front Door
Wheelchair Rear Door
Wheelchair 8' Sidewalk
Boarding
Area Bench Boarding Area
- 2' Minimum
Curb Face
7' to 9' 3' to 4' Trash Receptacle
NOTE:
1) Two benches can be placed as aun a tey do not burtone on and rear whelfar boarding are urb face. 2) Both front door and rear door wheelchair boarding areas need to be free of all above ground obstacles. This includes street furniture (benches/shelters), trash receptacles, treewells, utility poles, light standards, mail boxes, miscellaneous signs, newsracks, etc.
3) Trash receptacles can be placed on either side of the bench, but should be placed at least 3' to 4' from the bench. OR CALIFORITA TRAFFIC FIGURE 25B
ORANGE COUNTY MODIFIED BENCH PLACEMENT - 8 FOOT WIDE SIDEWALK
OCTA TRANSPORTATION AUTHORITY
8'
2'8"
FRONT VIEW - BENCH WITHOUT CENTER ARM
8'
2' 8"
4'
FRONT VIEW - BENCH WITH CENTER ARM
2'8"
2'
SIDE VIEW Map TR 1824
TRAFFIC
FIGURE 26
VA ORANGE COUNTY TYPICAL BUS BENCH DESIGN
OCTA TRANSPORTATION AUTHORITY WITH BACK SUPPORT
Bus Stop Safety and Design Guidelines
March 24, 2004
• The availability of electrical service.
• The availability of necessary right-of-way and/or the ability of adjacent property owner to dedicate the necessary right-of-way.
• Accessibility for elderly and mobility impaired persons (See Chapter 7 for ADA requirements).
The following design and placement criteria will assist local agencies after it has been determined a shelter will be placed at an existing bus stop:
• All requirements under "General
Site Design" (see below) and
"Bench and Trash Receptacle
Design" should be met.
• Minimum overhead canopy of 72
square feet with a minimum
width of 6 feet is desired.
• Minimum 7.5 feet clearance
between underside of roof and
sidewalk surface is desired.
• Minimum two feet clearance
between overhead canopy and
curb face is required.
Photo 12: Multiple shelter bus stop.
• Shelter canopy should be
waterproof with provisions for drainage away from waiting passengers and boarding area.
• Shelter should have owner's name and 24-hour telephone number displayed for emergency purposes.
• Seating for at least four people located under the shelter canopy is desired.
A minimum space of 36 inches by 48 inches of clear floor space for people in wheelchairs is required within the shelter per ADA regulations. • For passenger comfort and convenience, a minimum lighting level of two footcandles is required throughout the shelter.
• Accessories to be added to the transit shelter and passenger boarding area (such as telephone, water fountain, additional information panels, etc.) are a decision for the individual agency responsible for the shelter. Each item can be weighed to balance the concerns for greater passenger comfort and convenience versus concerns for security, maintenance and cost.
• The shelter should be located in reasonably close proximity to where the front door of the bus will open to facilitate timely passenger loading.
Kimley-Horn and Associates, Inc. Page 70
Bus Stop Safety and Design Guidelines
March 24, 2004
• Shelter screens should keep a
minimum 6 inches vertical
clearance from sidewalk to
avoid collection of trash and
debris.
The back of the shelter should
be located at least 12 inches
from a building face, wall, or
other broad vertical surfaces to
facilitate trash removal and
panel cleaning.
• Shelters should not be placed
between a regularly used
building exit and the curb so
that pedestrians retain direct
access to the street from the
building.
Photo 13: Typical shelter design on narrow sidewalk.
• Whenever possible, do not place shelters in front of building windows used for commercial purposes (e.g. advertising, display, business names, etc.).
Shelters should be located to avoid exposing persons to splashing water from passing vehicles and runoff from adjacent buildings and landscaping. • Shelters should be located so that their orientation provides as much protection as possible from wind and rain, and with consideration of the sun's angles to allow maximum shade during peak use in the morning and afternoon.
Photo 12 shows illustrates the layout of a multiple shelter bus stop, while Photo 13 shows how a shelter can be installed on a narrow sidewalk. See Figures 27, 27A and 27B for typical placement of a shelter at a bus stop under various shelter and bench configurations, and Figure 28 for a typical passenger shelter design.
3.6 GENERAL SITE DESIGN
Every bus stop should include the following minimum elements for passenger safety and comfort:
• A farside bus stop sign should be located between 80 feet and 100 feet from point of angency of the intersection. A nearside bus stop sign should have a minimur learance of 40 feet from point of tangency of the intersection. The greater th distance between the bus stop and the intersection crossing, the greater the possibility of jay-walking.
Kimley-Horn and Associates, Inc. Page 71
36" wide x 48" deep floor space
for persons in wheelchairs
Trash Receptacle
Drip Line
...
Ad
Panel Bench
Bus Stop Sign Front Door
Rear Door
Wheelchair Wheelchair 8' Sidewalk
Boarding Boarding Area
Area
4' Minimum
5' minimum_ 18' 10' minimum
6' preferred * 16' perferred Curb Face
34' minimum
40' preferred
NOTE:
1) The shelter should be placed between the front and rear wheelchair boarding areas, 6' to 24' from the bus stop sign. 2) The shelter should be placed on the back side of the sidewalk, with a minimum clearance of 4' between the shelter and the curb face.
3) Both front door and rear door wheelchair boarding areas need to be free of all above ground obstacles. This includes street furniture (benches/shelters), trash receptacles, treewells, utility poles, light standards, mail boxes, miscellaneous NO. TR 1624 signs, newsracks, etc. TRAFFIC
FIGURE 27
TYPICAL SHELTER PLACEMENT - 8 FOOT WIDE SIDEWALK
OCTA
36" wide × 48" deep floor space
for persons in wheelchairs
Bus Stop Sign
Trash Receptacle
Drip Line
Ad
Panel Bench Bench
Front Door Rear Door
Wheelchair
Wheelchair 8' Sidewalk
Boarding Boarding Area
Area
4' Minimum
Curb Face
5' minimum 18' 10'
6' preferred
NOTE:
1) The shelter should be placed between the front and rear wheelchair boarding areas, 6' to 24' from the bus stop sign. 2) The shelter should be placed on the back side of the sidewalk, with a minimum clearance of 4' between the shelter and the curb face.
3) If a bench is placed in addition to the shelter, it should be placed on the back side of the sidewalk at least 34' from the bus stop sign.
4) Both front door and rear door wheelchair boarding areas need to be free of all above ground obstacles. This includes street furniture (benches/shelters), trash receptacles, treewells, utility poles, light standards, mail boxes, miscellaneous signs, newsracks, etc. CALIFORN
FIGURE 27A
TYPICAL SHELTER/BENCH PLACEMENT - 8 FOOT WIDE SIDEWALK
OCTA
36" wide × 48" deep floor space
Bus Stop Sign for persons in wheelchairs
Trash Receptacle
Drip Line
Ad
Panel Bench Bench Bench
Front Door
Wheelchair Rear Door
Wheelchair
Boarding Boarding Area 8' Sidewalk
Area:
4' Minimum
Curb Face
18' 10'
NOTE:
1) The shelter should be placed between the front and rear wheelchair boarding areas, 6' to 24' from the bus stop sign. 2) The shelter should be placed on the back side of the sidewalk, with a minimum clearance of 4' between the shelter and the curb face.
3) "us stop i placed in adition to the shelter it should be placed on the back side of the sidewalk at least 34 from the No. TR 1624
4) Both front door and rear door wheelchair boarding areas need to be free of all above ground obstacles. This includes * street furniture (benches/shelters), trash receptacles, treewells, utility poles, light standards, mail boxes, miscellaneous TRAFFIC signs, newsracks, etc.
FIGURE 27B
TYPICAL SHELTER/MULTIPLE BENCH PLACEMENT - 8 FOOT WIDE SIDEWALK OCTA
16'-7"
000
8'-2"
SEE NOTE- BENCH
ERONT ELEVATION RIGHT SIDE ELEVATION
SEE NOTE- - BENCH
NOTE: LEFT-MOST REAR GLASS PANEL MAY BE
4'-8° THE SHELTER IS RESURE THE REAR OF
PROFESSIONN
PLAN VIEW OVERHANG OF ROOF
* BOP TR 1824
TRAFFIC
OF CAL EURAN
ORANGE COUNTY FIGURE 28
TRANSPORTATION AUTHORITY TYPICAL PASSENGER SHELTER
OCTA
Bus Stop Safety and Design Guidelines
March 24, 2004
• In a separated sidewalk situation (e.g. parkway between curb and sidewalk):
1. Provide a landing area adjacent to the curb for a minimum distance of 34 feet in length and a minimum of 8 feet in depth (see Figure 24A); and
2. Provide a connecting pathway from sidewalk to landing area (see Figure 24B).
Provide convenient pedestrian pathways/access ways to and from adjacent buildings.
• Locate the bus stop to allow coach operators clear visibility of passengers and to allow passengers a view of the
oncoming bus.
• Driveways should be kept at a
minimum in and adjacent to the
bus stop area.
. Street furniture over 2-1/2 feet
high should be located in such a
way to provide motorists exiting
nearby driveways clear visibility
of the street.
Passenger boarding area: Pads
must have a smooth broom
finished surface to accommodate
high heels and wheelchairs and
must have high strength capacity
to bear the weight of a shelter. Photo 14: Typical shelter and trash receptacle layout.
Approved pavers
(textured/decorative tiles) can be used in combination with the concrete pad to provide a pleasing aesthetic and architectural balance. Slope of pad should match slope of adjacent sidewalk and allow drainage of pad (2% maximum per ADA regulations).
Landscaping near the passenger boarding area is encouraged to maximize passenger comfort, but far enough back from curb face as not to interfere with the bus. All landscaping should be carefully located so as not to obstruct the shelter canopy or obscure sight lines at the stop. Shade trees are desirable and the preferred location is at back of sidewalk.
• All street furniture should maintain a minimum of 48 inches of horizontal clearance wherever possible for access and maintenance between components and switch boxes, mail boxes, etc. Photo 14 illustrates a typical layout of a shelter and other street furniture.
• Maintain minimum 5 feet clearance between components and fire hydrants.
Locate bus stops where there is a standard curb in good condition. Bus stops are designed with the assumption that the bus is the first step. It is more difficult for the elderly and mobility impaired passengers if the curb is absent or damaged.
Kimley-Horn and Associates, Inc. Page 76
Bus Stop Safety and Design Guidelines
March 24, 2004
• Ensure a minimum clearance distance of 10 feet between a pedestrian crosswalk and the front or rear of a bus at a bus stop.
• Whenever possible, avoid placing a bus stop such that the bus' wheels will cross over a catch basin as it pulls to the curb causing the bus to lurch and possibly throw off passenger balance. Additionally, it could eventually cause excessive settlement of the catch basin's structure.
• In rural or undeveloped areas, avoid placing bus stops adjacent to drainage ditches or uneven slopes. In these areas, every effort should be made to find a flat level area in which to place the stop. If funding is available, a concrete or asphalt passenger pad, up to 8 feet wide and 35 feet in length, should be placed. Curb ramps and a compacted and stabilized decomposed granite, asphalt, or concrete pathway to the nearest intersection or development should also be considered. If possible, construct an appropriate platform over drainage ditches to serve as a waiting area (see Section 2.12 on rural bus stops).
Whenever possible, a bus stop should not be located adjacent to a long term construction zone. The local jurisdiction should ensure that a proper platform and access way is maintained or be required to move the bus stop temporarily to a nearby location that allows safe boarding and deboarding (see Chapter 5 for construction zone guidelines).
Passenger Security
Pedestrian security is one of the primary issues associated with the design of bus stops.
Personal security is consistently mentioned in transit studies as a major concern among transit users. The following guidelines should be considered to improve passenger security:
• Place bus stop in locations providing between two to five footcandles of illumination within the bus stop area. If street lighting does not exist, solar lighting could be considered to enhance security at night.
• If possible, ensure adjacent shrubbery is trimmed low and thinned so passengers can view over and behind hedges. Consider using plants that are open and do not form solid hedges of vegetation.
• Ensure clear visibility of, through, and around the bus stop for both passenger surveillance of environment and for police surveillance. Provide adequate lines of sight as passengers and police approach the bus stop.
• If possible, ensure that the pedestrian circulation routes through bus stops and waiting areas are not blocked from view by walls or other structures. • In placing bus stops avoid nearby edges and corners of walls that create blind spots.
If possible, avoid design features that degrade access and security including sound- walls or similar structures that isolate passengers from surrounding neighborhoods.
In general, there is no reason to locate bus stops adjacent to sound walls or tall fences, as these locations preclude direct access from adjacent land uses. If unavoidable, provide a pedestrian access-way through the wall.
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Bus Stop Safety and Design Guidelines
March 24, 2004
• If possible, provide a public telephone, or place bus stop in view of a public telephone. Consider installation of emergency call boxes at isolated locations. • Provide secure bicycle parking and ensure proper clearances are maintained when bikes are parked.
• If possible, provide multiple exits for bus shelters. • Remove all evidence of vandalism and regularly repair and maintain benches and shelters to provide passengers a sense of security.
3.7 DEVELOPER RESPONSIBILITIES
When a development is constructed adjacent to an existing or proposed bus stop location, the developer should be responsible for providing amenities as described in Section 3.4, "General Site Design." Developers are encouraged to place shelters that conform to local standards for passenger recognition and ease of maintenance. Local cities may elect to submit a copy of all street improvement or re-development plans to the Authority to ensure proper placement of transit amenities (turnouts, bus pad, etc.).
3.8 BUS STOP MAINTENANCE
Well maintained bus stops are crucial to the image of the transit system. Damaged street furniture and trash build-up should be tended to immediately to create a positive impression for transit patrons and the general public.
OCTA does not own nor maintain shelters or benches systemwide. The owners of the street furniture have the obligation to maintain their furniture, and the political jurisdiction should be responsible for monitoring these items for compliance. Maintenance frequency of not less than once per week should include:
• Full wash down of shelter and accessories.
• Removal of all dirt, graffiti, and pasted material.
• Wipe down of glass surfaces.
• Removal and replacement of trash bags.
• Litter pick up around stop or shelter/accessories to a distance of 10 feet. • Manual or chemical removal of weeds.
• Pruning of obstructing foliage.
Touch up of marred paint.
• Verify shelter lighting levels and replace bad bulbs and ballasts.
Repair of items that pose a safety problem should be performed promptly or at least within 24 hours of notification. Repairs that do not pose safety problems should be completed within three (3) days.
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Bus Stop Safety and Design Guidelines
March 24, 2004
3.9 BUS STOP LIGHTING DESIGN
Lighting affects transit patron's sense of security and safety at bus stops as well as on routes to bus stops. Good lighting can enhance a passenger's comfort and security. Poor lighting can encourage unintended use of the facility by non-patrons as well as criminal activity. Illumination standards are often a policy of the local jurisdiction that installs and maintains street lighting, but OCTA recommends lighting which provides between 2 and 5 footcandles at bus stops.
Availability of power is a key factor in providing bus stop illumination. Direct lighting, while ideal, is often difficult to implement at remote locations. If installing direct pedestrian-scaled lighting at bus stops, the fixtures should be vandal proof but easily maintained. For example, avoid using exposed bulbs or elements that can be easily tampered with or destroyed.
A cost-effective approach to providing indirect lighting is to locate bus stops near existing street lights. When locating bus shelters and benches near existing street lights, ensure the minimum clearances discussed elsewhere in this manual are met and that a minimum of two footcandles of light reaches inside the shelter if the location of the light standard meets the OCTA stop placement standards.
3.10 BICYCLE PARKING
Bicycle parking facilities, such as securement devices (bike racks and storage lockers), may be provided at bus stops by local jurisdictions or adjacent property owners for the convenience of bicyclists using transit.
Bicycle parking facilities discourage the practice of locking bicycles onto bus facilities or onto adjacent property. By confining bicycles to one area, securement devices can reduce visual clutter and maintain appropriate pedestrian clearances. Below are guidelines for the placement of bicycle parking facilities.
• Locate securement devices or bicycle lockers away from other pedestrian or bus patron activities to improve safety and reduce congestion. • Coordinate the location of bicycle parking facilities with existing on-site or street lighting.
• Ensure parked bikes are visible at all times. Do not locate bicycle parking where views are restricted by a bus shelter, landscaping, or existing site elements, such as walls.
Design and placement of bicycle parking facilities should complement other transit furniture at bus stop.
Covered or weather protected parking locations is an important bonus to bicyclists.
When selecting bicycle securement devices, consider the following:
Provide ability to lock bicycle frame and at least one wheel. • Support bicycle without pinching or bending the wheel. If the wheel slot is too narrow, a mountain bike tire will not fit.
Avoid scratching the paint on the frame of the bike.
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Bus Stop Safety and Design Guidelines
March 24, 2004
• Provide a place to lean the bike while locking the bike. • Locking procedure should be quick and easy to identify. • Require minimal space.
• Design of securement device should not trap debris.
• Device should be easy to install but difficult to steal.
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Bus Stop Safety and Design Guidelines
March 24, 2004
CHAPTER 4
CONSTRUCTION IMPACTS TO BUS OPERATIONS
Public Works and private development construction activities often impact bus operations and bus stops. Construction impacts caused by private development can be avoided through stipulations applied to the development. The following information attempts to reduce construction contlicts, provide information for the contractor, and guide local agency staff coordinating both design and construction work with the private development community. OCTA considers construction coordination a local function, but is available to provide assistance if necessary.
There are two predominant mechanisms for communicating transit needs to construction contractors. The first available and commonly used mechanisms are standard plans and specifications. They usually contain language requiring contractors to maintain access and signage, etc. Notes on the construction plans provide the second and often the most followed instructions to contractors and construction inspectors.
The Goal: Provide safe access to and from the bus stop for both passengers and buses.
Typical standard plans and specifications may include the following notes:
• A minimum four (4) feet wide walkway shall be provided to maintain passenger access to and from bus stops during construction.
• Temporary access to bus stop zones during construction shall be approved by OCTA in advance of construction activities.
• The contractor shall notify OCTA at least 14 days in advance for all street closures affecting transit operations regardless of the duration of the closure. This will allow OCTA sufficient time to plan detours and notify the general public. • The contractor shall work with OCTA to establish an approved temporary bus stop location.
• OCTA will provide and post the appropriate temporary bus sign signage. • The contractor shall notify OCTA at least 14 days in advance of construction completion so that permanent bus stop signs can be re-installed by OCTA.
Recommended construction plan notes include:
• Contact OCTA for coordination and review requirements.
Contractor may not remove any bus stop signs without prior authorization from OCTA.
• All work shall conform to the requirements of the Americans with Disabilities Act (ADA) including provisions for temporary access to and from bus stops.
Temporary access to bus stop zones during construction shall be approved by OCTA at least 14 days in advance of construction activities.
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• The contractor is responsible for all costs incurred for loss or damage to bus stop signs and hardware and street furniture. Project acceptance will be delayed at the request of the local agency for any damaged street furniture or non-payment of • Temporary removal of street furniture to avoid damage and conflict during construction requires a 30 day advance notice to both the city and the owner of the street furniture.
• The contractor is responsible for construction of the passenger boarding pad on which street furniture will be placed. The pad must be designed and located in conformance with local agency standard details. Any necessary deviations from standard details require the written approval of the local agency. • The contractor shall receive approval from the local agency for the location of street furniture placement prior to construction of the passenger boarding area. • Prior to final acceptance or release of certificate of occupancy, the focal agency must be notified to inspect and approve all bus stop related improvements. • A minimum of 48 hours advance notice to local agency and OCTA for final inspections is required.
In addition, the construction plans need to show existing and proposed bus stop locations. The following special provisions may be included in the permitting process, the inspection process, pre-construction conferences, or wherever it is most appropriate:
• Contractor shall provide OCTA with the name and telephone number of the contractor's construction manager prior to the commencement of all construction projects involving bus stops or bus route detours.
• Contractors shall make every effort to schedule their work to minimize impacts and the duration of impacts to transit operations and the general public. • The contractor is responsible for the construction of the passenger boarding area. • A representative of OCTA should be invited to the project's pre-construction conference.
Contact: OCTA Detour Coordinator
550 South Main Street
P.O. Box 14184
Orange, CA 92613-1584
Ph. No. 714/265.4331
Fax No. 714/265.4317
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CHAPTER 5
STREET PRIORITY TREATMENTS
5.1 TYPES OF TRANSIT PRIORITY MEASURES
There are several concepts and technologies widely used today to improve bus service and reduce travel time. Collectively these measures are part of what makes a Bus Rapid Transit (BRT) system. Transit priority measures seek to improve bus service by reducing travel time.
The components of travel time include getting to and from bus stops, time waiting for the bus to arrive, and the time spent traveling on the bus. Additional time is required if a transfer is necessary. Transit priority measures primarily seek to reduce the in-vehicle component of travel time by giving buses priority over other types of vehicles on streets. These measures include reserved bus lanes and priority treatment for buses at traffic signals. The planning and implementation of bus priority measures works best in urban areas with a high concentration of bus services, high levels of traffic congestion, and good community support for transit service.
To be successful, transit priority measures must be coordinated with the local jurisdictions responsible for traffic control and roadway planning and operations.
Transit priority measures should effectively:
• Alleviate existing bus service deficiencies,
• Achieve attractive and reliable bus service,
• Serve demonstrated existing demands for transit,
• Provide reserve capacity for future growth in bus trips, and • Attract auto drivers to transit.
The following sections generally describe some of the transit priority measures either in use in Orange County today, or that may be implemented in the future.
5.2 QUEUE JUMPERS
Queue jumpers provide priority treatment for buses along arterial streets by allowing buses to bypass traffic queued at congested intersections. Queue jumpers evolved from the need to solve problems not answered by bus turnouts. In the past, traffic engineers constructed bus turnouts to move buses out of the traffic stream while they are stopped for passengers.
Unfortunately, bus turnouts introduce significant travel time penalties to bus patrons because buses are delayed while attempting to reenter the traffic stream. Queue jumpers are able to provide the double benefit of removing stopped buses from the traffic stream to benefit the general traffic and getting buses through congested intersections so as to benefit bus operations.
Queue jumpers consist of nearside right turn lane and farside bus stop and/or acceleration lane.
Buses are allowed to use the right turn lane to bypass traffic congestion and proceed through the intersection. Additional enhancements to queue jumpers could include an exclusive bus only lane upstream from the traffic signal, an extension of the right turn lane to bypass traffic queued at the intersection, or an advanced green indication allowing the bus to pass through the Kimley-Horn and Associates, Inc. Page 83
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intersection before general traffic does. Several options for queue jumpers are illustrated in Figures 29 and 30.
A. Queue Jumper with Acceleration Lane
This option includes a nearside right turn lane (buses excepted), a nearside bus stop, and an acceleration lane for buses with a taper back to the general purpose lanes (Figure 29). The length of the acceleration lane is based on speed and should be designed by an experienced engineer.
B. Queue Jumper with Farside Bus Stop
This option may be used when there is a heavy directional transfer to an intersecting transit route. Buses can bypass queues either using a right turn lane (buses excepted) or an exclusive bus queue-jump lane. Since the bus stop is located farside, a standard transition can be used for buses to re-enter the traffic lane (Figure 30).
C. Queue Jumper with Continuous Bus Lane
This option includes a nearside right turn lane or an exclusive bus queue-jump lane, a farside bus stop and a continuous bus lane extending to the next block or further, depending on bus circulation patterns. Right turns are allowable by general traffic from the bus lane (Figure 30).
Queue jumpers at arterial street intersections should be considered when:
• High-frequency bus routes have an average headway of 15 minutes or less. • Forecasted traffic volumes exceed 500 vehicles per hour in the curb lane during the peak hour and right turn volumes exceed 250 vehicles per hour during the peak hour.
• Intersection operates at an unacceptable level of service (defined by local jurisdiction).
• Cost and land acquisition are feasible.
An exclusive nearside bus only lane in addition to the nearside right turn lane should be considered when the right turn volumes exceed 400 vehicles per hour during the peak hour.
Further analysis should be conducted to determine specific warrants for the implementation of queue jumpers. The analysis should consider travel time benefits for bus passengers given varying levels of traffic congestion. A benefit/cost analysis should be included to weigh the justification of purchasing added right-of-way for this bus priority treatment. Updated information will be added to this document as it becomes available.
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QUEUE JUMPER WITH NEARSIDE BUS STOP
AND ACCELERATION LANE
TAPER ACCELERATION LANE LENGTH VARIES
- BUS STOP
s00 * RIGHT TURN LANE,
(BUSES EXCEPTED)
7 s00
BUS STOP C
LENGTH VARIES "
RIGHT TURN LANE, ACCELERATION LANE TAPER
(BUSES EXCEPTED)
MP TR 1624
TRAFFIC
OF CALIFORN
FIGURE 29
A ORANGE COUNTY QUEUE JUMPER OPTIONS
OCTA TRANSPORTATION AUTHORITY
QUEUE JUMPER WITH FARSIDE BUS STOP
TAPER BUS STOP
RIGHT TURN LANE
(BUSES EXCEPTED)
* BUS USES RIGHT
TURN LANE
BUS USES EXCLUSIVE SO0000
QUEUE JUMP LANE 009
LENGTH VARIES BUS STOP TAPER
QUEUE JUMPER WITH CONTINUOUS BUS
LANE AND FARSIDE BUS STOP
BUS STOP LENGTH VARIES *
CONTINUOUS BUS LANE
2000000000 BUS USES EXCLUSIVE
00000 QUEUE JUMP LANE
BUS USES RIGHT
TURN LANE OOOO000000
RIGHT TURN LANE
(BUSES EXCEPTED) * BUS STOP
MEER
No. TR 1624
* EXTEND QUEUE JUMP LANE AS NECESSARY TO
TRAFFIC BYPASS TRAFFIC QUEUE
FIGURE 30
ORANGE COUNTY QUEUE JUMPER OPTIONS (CONT.)
OCTA TRANSPORTATION AUTHORITY
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5.3 TRAFFIC SIGNAL PRIORITY
Traffic signal priority measures are designed to eliminate delays in bus service due to excessive waits at intersection signals. There are two general types of systems. In the first, depending on the program algorithm, a bus approaching a downstream traffic signal extends the green light or advances the cycle to green, either through transponders or other electronic communications means, to proceed through the intersection. The bus operator determines when signal priority is needed to maintain the bus schedule. In the second, a bus system equipped with an automatic vehicle location (AVL) system and advanced radio communications gives signal priority control to the operations center, where typically a computerized system determines bus adherence to schedule and automatically triggers traffic signals when needed.
5.4 BUS RAPID TRANSIT
Conventional urban bus operations often are characterized by sluggish vehicles inching their way through congested streets, delayed not only by other vehicles and traffic signals, but also by frequent and time-consuming stops to pickup and discharge passengers. Buses travel on average at only around 60 percent of the speeds of automobiles using the same streets due to the cumulative effects of traffic congestion, traffic signals, and passenger boarding.
Low cost investments in infrastructure, equipment, operational improvements, and technology can provide the foundation for Bus Rapid Transit systems that substantially upgrade bus system performance. Conceived as an integrated, well-defined system, Bus Rapid Transit would provide for significantly faster operating speeds, greater service reliability, and increased convenience, matching the quality of rail transit when implemented in appropriate settings.
Improved bus service would give priority treatment to buses on urban roadways and would be expected to include some or all of the following features:
• Bus lanes: a lane on an urban arterial or city street is reserved for the exclusive or near-exclusive use of buses.
• Bus streets and busways: A bus street or transit mall can be created in an urban center by dedicating all lanes of a city street to the exclusive use of buses. • Bus signal preference and preemption: Preferential treatment of buses at intersections can involve the extension of green time or actuation of the green light at signalized intersections upon detection of an approaching bus. Intersection priority can be particularly helpful when implemented in conjunction with bus lanes or streets, because general-purpose traffic does not intervene between buses and traffic signals.
Traffic management improvements: Low-cost infrastructure elements that can increase the speed and reliability of bus service include bus turnouts, bus boarding islands, and curb realignments.
Faster boarding: Conventional on board collection of fares slows the boarding process, particularly when a variety of fares are collected for different destinations and/or classes of passengers. An alternative would be the collection of fares upon entering an enclosed bus station or shelter area prior to bus arrivals. This system would allow passengers to board through all doors of a stopped bus. A self-service or "proof-of-payment" system also would allow for boarding through all doors, but poses significant enforcement challenges. Prepaid "smart" cards providing for Kimley-Horn and Associates, Inc. Page 87
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automated fare collection would speed fare transactions, but would require that boarding remain restricted to the front door of the bus. Changes in bus or platform design that could provide for level boarding through the use of low-floor buses, raised platforms, or some combination thereof. This would expedite the boarding/alighting process.
5.5 AUTOMATIC VEHICLE LOCATING SYSTEMS
One of the advanced technologies used in Bus Rapid Transit and in conventional bus operations is Automatic Vehicle Location systems (AVL). These systems track transit vehicles against their designated route schedules. AVL is often integrated with other systems including:
• Automatic vehicle monitoring and control.
• Emergency vehicle locating.
• Fleet management including performance monitoring.
• Data collection.
• Fare collection, and
• Transit signal priority.
AVL can be integrated with a local jurisdiction's central traffic control center and used to dynamically adjust signal timing to maintain route schedules.
5.6 TRAVELER/CUSTOMER INFORMATION
Upon arrival to a bus stop or transit center, passenger orientation and wayfinding is a critical element of the convenience of using the transit system. Minimum information that should be splayed on bustop signs includes route our role tame trans a k ariable information such as operatina times.
is also very important. In addition to basic signs, schedules and maps provide valuable information, particularly to new users. Specific guidance information to provide at bus stops includes:
• Hours of services and routes.
• Schedules/headways and waiting times.
• Locations of terminals, transfer points, and stops with routes served. • Maps showing transit system and local area.
• Fare schedule.
In addition to basic signs, route maps, and schedules, another technology that OCTA may implement in the future is real time bus arrival information. This information utilizes AVL systems to notify passengers when the next bus will arrive. Real time displays are typically only installed at bus stops with shelters or at transit centers. The primary criteria for implementing this technology is:
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• At bus stops with relatively low frequency service.
• At bus stops with a high rate of transfers.
• At bus stops with poor on-time performance or poor headway adherence.
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CHAPTER 6
TRANSIT CENTERS AND PARK-AND-RIDE LOTS
Sidewalks, transit stops, and transit amenities are not the only transit-related issues that should be considered in project development. Other facilities such as transit centers and park-and-ride facilities should be considered for larger commercial or industrial developments.
6.1 TRANSIT CENTERS
Transit centers are major bus facilities that
are designed to accommodate a variety of
transit functions, including passenger
loading, unloading, and transferring. In
addition, transit centers can serve as park- ROUTE
and-ride lots. Photo 15 shows an OCTA
transit center.
Transit centers are only appropriate for
large scale developments such as shopping
centers, planned communities and major
office or commercial developments. The
design of transit centers is based on two
variables: The individual characteristics of a
location and operation needs. Since transit
needs and functions vary from location to
location, no universal criteria can be Photo 15: OCTA transit center. developed. It is recommended, however,
that transit centers be located as close as possible to the core of activity centers.
A typical transit center layout is shown on Figure 31. Depending on the level of service and demand, transit centers could include enclosed buildings and a variety of amenities such as shelters, benches, bus bays, telephones, restrooms, food services, bicycle parking or bike stations, and trash receptacles. Some transit centers may be combined with retail and service establishments and provide shared parking facilities. When planning and designing transit centers there are six key considerations:
• Location - Where are the buses going to stop within the activity center? • Identity - How will the transit center location be communicated and how will transit patrons be directed to it?
Size - How may buses will the center serve, and will bus staging be required? • Function - What kinds of service will be provided? Will the center serve only destination-oriented service or will the center be a hub for transfers and express services? Will other modes of public transportation use the center (e.g. Metrolink, taxis, shuttles, other agency vehicles).
• Pedestrian connections - How will patrons access the center on safe routes? Pedestrians should be discouraged from crossing bus roadways.
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RETAIL RETAIL TRANSIT
CENTER
SHARED USE PARKING SHARED USE PARKING
OR PARK AND RIDE LOT
-
BUS STAGING
AREA
NOT TO SCALE
STATE OK CALIFORILY TRAFFIC
FIGURE 31
ORANGE COUNTY CONCEPTUAL TRANSIT CENTER LAYOUT
OCTA TRANSPORTATION AUTHORITY WITH SHARED USE PARKING
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• Vehicle access - How will buses and automobiles, if the center is also a park-and- ride facility, access the center? Can buses and autos be separated? Will vehicle access conflict with pedestrians?
Authority staff is available to discuss a site's suitability for a transit center and to assist in addressing the planning and design issues described above.
6.2 PARK-AND-RIDE LOTS
Two types of park-and-ride programs exist in Orange County: 1) Shared use lot; 2) Permanent lot program. The following is a brief description of each type of park-and-ride program.
Shared Use Park-and-Ride Program
The shared-use program is administered by the California Department of Transportation (Caltrans). The Authority works closely with Caltrans to recruit new participants. Shared-use lots are portions of other parking lots where space has been dedicated for use by commuters.
Caltrans offers a three million dollar liability policy to protect property owners who make a portion of their parking lots available for shared-use park-and-ride facilities. In addition, Caltrans posts signs with the name of the participants to guide commuters to the lots. Caltrans also makes minor improvements to the park-and-ride section of the lot when necessary.
Considering the growing demand for park-and-ride lots and the limited amount of space for constructing new ones, it is recommended that shared-use lots be provided at sites such as shopping centers and planned communities. These parking lots, which are intended for use by residents of the immediate community, help mitigate the traffic impacts of the development and conserve energy resources.
Permanent Park-and-Ride Facility Program
The permanent park-and-ride program is administered by OCTA. The Authority identifies areas where the demand for park-and-ride lots is on the rise and seeks to have new facilities built or dedicated. Often the construction of permanent park-and-ride lots is a cooperative effort involving OCTA, Caltrans, and local government and developers.
6.3 DESIGN & PLACEMENT CRITERIA FOR PARK-AND-RIDE FACILITIES Park-and-ride lots should be designed according to standard parking lot criteria. Occasionally, it makes sense to provide bus loading and auto drop-off areas at the lot. Depending on demand, covered passenger waiting areas or shelters, benches, bicycle storage facilities, restrooms, and pay phones should be included at park-and-ride lots. Adequate lighting should always be provided to enhance safety.
The actual design of a shared-use facility varies due to existing constraints. Common shared- use park-and-ride applications are shown on Figures 32 and 33.
Placement Criteria
The general guidelines for placement of park-and-ride lots are:
• Accessible to freeways and arterials.
• Close proximity to major traffic generators.
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Near other transportation facilities such as train stations, transportation centers, or other park-and-ride lots.
Provide at least 25 parking spaces.
For more information on these park-and-ride programs, please contact OCTA at (714) 636- RIDE or 1-800-636-RIDE if you are in South Orange County. For more information regarding the shared-use park-and-ride program, call Caltrans at (714) 724-2240.
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FREEWAY ON-RAMP
PARK-AND-RIDE
PARKING
FREEWAY
SHORT TERM PARKING|
BUS TURNOUT OPTION DISABLED PARKING
SHELTER
MAJOR STREET BUS TURNOUT
FREEWAY INTERCHANGE AREA
PARK-AND-
RIDE
I PARKING
EXISTING SHOPPING CENTER BUS TURNOUT
NTER
RKING
BUS STOP AND SHELTER → -
MAJOR STREET MAJOR STREET
PASSENGER
DROP-OFF
AREA NOT TO SCALE
SHARED USE PARKING LOT
0P 71024
ATE OF CALLED
VN ORANGE COUNTY FIGURE 32
CONCEPTUAL PARK-AND-RIDE APPLICATIONS
OCTA TRANSPORTATION AUTHORITY
RIDE KISS-AND- PARK-AND-RIDE
PARKING DISABLED AND-RIDE PARKING HORT TERM/KISS
PARKING,
DISABLED
PARKING
MAJOR STREET BUS ONLY
BUS
LONG TERM ONLY ONLY
PARKING
MAJOR STREET
NOT TO SCALE
ONE ADJACENT STREET TWO ADJACENT STREETS
STATE OF CALIFORN TRAFFIC
ORANGE COUNTY FIGURE 33
TRANSPORTATION AUTHORITY CONCEPTUAL PARK-AND-RIDE APPLICATIONS OCTA /
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CHAPTER 7
ACCESSIBLE BUS STOP DESIGN
The contents of this manual emphasize guidelines that improve the ADA accessibility and safety of bus stops and pedestrian access to bus stops. This chapter summarizes relevant transportation facility and accessibility design requirements for bus stops and accessways as specified in the Americans with Disabilities Act. The following sections refer to sections in the ADA regulations which can be viewed at www.access-board.gov.
7.1 GENERAL REQUIREMENTS OF ADA
Every station, bus stop, bus stop pad, terminal, building or other transportation facility, shall comply with the applicable provisions of 4.1 through 4.35, section 5 through 9 of the "ADA Standards for Accessible Design", and the applicable provision of this section. The exceptions for elevators in 4.1.3.(5) exception 1 and 4.1.6 (1)(k) of the "ADA Standards for Accessible Design" do not apply to a terminal, depot, or other station used for specified public transportation, or an airport passenger terminal, or facilities subject to Title II.
7.2 BUS STOPS AND TERMINALS
7.2.1 NEW CONSTRUCTION
1. Where new bus stop pads are constructed at bus stops, bays or other areas where a lift or ramp is to be deployed, they shall have a firm, stable surface; a minimum clear length of 96 inches (measured from the curb or vehicle roadway edge) and a minimum clear width of 60 inches (measured parallel to the vehicle roadway) to the maximum extent allowed by legal or site constraints; and shall be connected to streets, sidewalks or pedestrian paths by an accessible route complying with Section 2.2 of this manual. The absolute minimum passage width for wheelchairs is 48 inches. If an accessible route has less than 60 inches clear width, then passing spaces at least 60 inches by 60 inches shall be located at reasonable intervals not to exceed 200 ft. The slope of the pad parallel to the roadway shall, to the extent practicable, be the same as the roadway. For water drainage, a maximum slope of 1:50 (2%) perpendicular to the roadway is allowed.
2. Where provided, new or replaced bus shelters shall be installed or positioned so as to permit a wheelchair or mobility aid user to enter from the public way and to reach a location, having a minimum clear floor area of 36 inches by 48 inches, entirely within the perimeter of the shelter. Such shelters shall be connected by an accessible route to the boarding area provide under paragraph (1) of this section.
3. Where provided, all new bus route identification signs shall comply with Section 4.30.5 of the "ADA Standards for Accessible Design." In addition, to the maximum extent practicable, all new bus route identification signs shall comply with 4.30.2 and 4.30.3 of the "ADA Standards for Accessible Design." Signs that are sized to the maximum dimensions permitted under legitimate local, state or federal regulations or ordinances shall be considered in compliance with 4.30.2 and 4.30.3 of the "ADA Standards for Accessible Design", for the purposes of this section
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EXCEPTION: Bus schedules, timetables, or maps that are posted at the bus stop or bus bay are not required to comply with this provision.
7.2.2 Bus STOP SITING AND ALTERATIONS
1. Bus stop sites shall be chosen such that, the maximum extent practicable, the areas where lifts or ramps are to be deployed comply with Section 7.2.1 (1) and (2).
2. When new bus route identification signs are installed or old signs are replaced, they shall comply with the requirements of 7.2.1.
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GLOSSARY
Accessibility - The extent to which facilities are barrier free and useable by persons with disabilities, including wheelchair users.
Activity center - A small geographic area with a high concentration of employment and retail activity. High demand of services, including transportation, is characteristic of activity centers Orange County is a multi-nucleated county, with activity centers scattered throughout Association of American State Highway Transportation Officials (AASHTO) - A national organization that develops and publishes planning and engineering design guidelines for streets and highways.
Alighting - Exiting a bus.
Americans with Disabilities Act (ADA) - An act passed by the United States Senate in 1990 to provide a clear and comprehensive national mandate for the elimination of discrimination against individuals with disabilities. Provides consistent, enforceable standards addressing discrimination against individuals with disabilities.
Articulated bus - A high capacity (60-70 seated passengers) transit vehicle consisting of two sections hinged together.
Attached sidewalk - A sidewalk which is directly attached to the back of curb.
Automatic Vehicle Location (AVL) - A type of technology that uses Global Positioning Systems to identify where transit vehicles are located, and the speed they are traveling, and transmits this information to a centralized control center.
BCR - Beginning of Curb Return. Where tangent of the curve meets with the curb. It is at this point that measurements are taken to determine the distance between the intersection and the bus stop location and/or turnout.
Boarding - Entering a bus.
Boarding area - See Transit accessory pad.
Bus bench - A bench that can accommodate three or more persons and is placed at a bus stop for use by waiting passengers.
Bus pad - Concrete pad constructed in the street, adjacent to a bus zone, that can accommodate the weight of a bus.
Bus Rapid Transit (BRT) - Bus transit service operating either completely separate from all modes of transportation on an exclusive right-of-way or operating within corridors with transit priority features such as queue-jump lanes, transit signal pre-emption, etc.
Bus signal preemption - Application of technology which allows a bus to trigger a green indication at a traffic signal as the bus approaches a signalized intersection.
Bus shelter - A covered passenger waiting area, often semi-enclosed with benches, that provide protection from the elements.
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Bus stop - A linear curbside area that is specially designated for bus passenger boarding and alighting. It is identified by a bus stop sign and is accompanied by a red curb zone and/or "No Parking" sign. Bus stops can be located nearside, farside or between intersections (mid-block).
Bus turnout - A bus stop located in a recessed curb area, separated from moving lanes of traffic.
Bus zone - An length of curb designated as a bus stop where parking is prohibited.
Catch basin - A stormwater storage device usually associated with an inlet grate located in the gutter pan of a street.
Concrete bus pad - See Bus pad.
Curb lane - A travel, parking, or bike lane adjacent to the curb.
Curb ramps - A ramp constructed to allow persons with disabilities and wheelchairs to travel from a sidewalk to the street level.
Curb return radius - The radius of the curve of an intersection from the BCR to ECR.
Detached sidewalk - A sidewalk separated from the back of curb by a planting strip.
Detectable warning - a distinctively textured surface detectable by cane and foot, on the surface of curb ramps to provide a tactile cue for persons with vision impairments of their approach to streets.
ECR - Ending of Curb Return. Where tangent of the curve meets with the curb. It is at this point that measurements are taken to determine the distance between the intersection and the bus stop location and/or turnout.
Farside bus stop - A bus stop located at the farside of an intersection. At a farside bus stop, buses cross the intersection before stopping to serve passengers.
Fixed route - Transit service provided on a repetitive, fixed-schedule basis along a specific route with vehicles stopping to pick up and deliver passengers to specific locations; each fixed- route trip serves the same origins and destinations, unlike demand responsive service.
Footcandles - a standard measurement of lighting intensity.
Horizontal or Vertical Clearance - The distance between the grade level and any obstacle such as a sign, tree branch, overcossing, etc.
Informational cassette - A device affixed to a transit sign pole that provides transit information such as route schedules or maps.
Landing - A level area of a sidewalk, or raised island, where wheelchair users may stop before proceeding down a curb ramp.
Large bus - a standard 40-foot long coach.
Layover - Time built into a schedule between arrivals and departures, used for the recovery of delays and preparation for the return trip.
Mid-block bus stop - A bus stop located between two adjacent intersections.
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Mixed-use development - A development which has a variety of land uses placed together in one project area (commercial, residential, industrial). Mixed-use developments are different from activity centers because mixed-use developments are concentrated in relatively compact areas whereas activity centers have separate but complementary uses.
Nearside bus stop - A bus stop located at the approach side of an intersection. At a nearside bus stop, buses stop to serve passengers before crossing the intersection.
Park and Ride Lot - Designated parking areas for automobile drivers who then board transit vehicles from these locations.
Parking lane - A curb lane that is used for on-street parking.
Parkway - A strip of landscaped area located between the back of curb and the sidewalk.
Passenger boarding area - see Boarding area.
Pedestrian accessway - A lighted, paved, and disabled accessible walkway that provides convenient access to transit facilities and bus stops from adjacent land uses.
Pedestrian scaled lighting - Street lights designed to illuminate the pedestrian area. Usually lower and less intense than standard street lights, and frequently uses attractive or historic designs.
Planting strip - See Parkway.
Protected crossings - a pedestrian crosswalk controlled with a traffic signal.
Queue jump lane - A short section of preferential lane that allows transit vehicles to bypass an automobile queue or a congested section of roadway. Usually located at approaches to intersections.
Shared use or joint parking - A parking lot that serves multiple uses such as a retail center and a transit center or bus stop.
Sight distance - The distance between a driver's eye and some object allowing the driver to react to a hazard or decision.
Transfer - A passenger's change from one transit vehicle to another transit vehicle.
Transfer Center - A fixed location where passengers interchange from one route or vehicle to another.
Transit accessory pad - A concrete slab located at a bus stop. Its function is to both provide pavement to secure transit furniture and to allow an accessible landing area for passengers.
Transit center - A bus facility which acts as a hub for transit routes with a region.
Transit furniture - May consist of a transit shelter, bench, trash receptacle or other components provided at a bus stop for the comfort and convenience of waiting passengers.
These may be provided by the local jurisdiction and/or private firms. OCTA does not provide transit furniture.
Travel lane - A lane devoted exclusively to vehicular travel.
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Van stop - A linear curbside area that is specially designed for van passenger boardings and alightings.
Wheelchair boarding area - A paved area, or sidewalk, adjacent to the front and rear loading areas of a bus that allow the extension of a wheelchair lift and safe boarding or alighting of a person in a wheelchair.
Wheelchair lift - A device used to raise and lower a platform to transport a person in a wheelchair from the sidewalk area or paved landing area to the interior of the bus or vice versa.
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BIBLIOGRAPHY AND REFERENCES
Access Board. www.access-board.gov/adaag/html/adaag.htm. Accessibility Guidelines and Standards.
Access Compliance Reference Manual (New California 2003), California Division of the State Architect, www.dsa.dgs.ca.gov
ADA Standards for Accessible Design. Department of Justice, Code of Federal Regulations, 28 CFR Part 36, July 1994. www.usdoi.qov/crt/ada/adastd94.pdf.
Alberta Infrastructure. June 1996. Guidelines for Design of Safe Accessible Pedestrian Environments.
Part B - Accessible Bus Stops and Bus Transfer Stations.
Bus Rapid Transit. http://www.fta.dot.gov/brt/guide/. BRT Reference Guide.
Bus Stop Inventory Task Force. Transit Standards Consortium, Inc. August 2000. Bus Stop Inventory - Best Practices and Recommended Procedures.
Caltrans, 2002 Dual Units Standard Plan A88A, Curb Ramp Details including design details for detecable surfaces, and Standard Plan A88B curb ramp details for passageways through raised islands.
Eugene, City of. Department of Public Works. November 1999. Arterial Collector Street Plan - Design of Transit Facilities.
Grand Junction / Mesa County Metropolitan Planning Organization. Transit Design Standards and Guidelines.
Institute of Transportation Engineers. February 1992. The Location and Design of Bus Transfer Facilities.
Institute of Transportation Engineers. Technical Council Informational Report. 1980. Transit Station Access. Committee No. 5C-6. Rapid Transit Facility Design.
Institute of Transportation Engineers. 1986. Proper Location of Bus Stops: A Recommended Practice.
KFH. April 2001. Draft Arlington County Bus Stop Design Standards.
Metropolitan Transit Commission. Short-Elliott-Hendrickson, Inc. 1983. Guidelines for the Design of Transit Related Roadway Improvements.
Metropolitan Transit Development Board. July 1993. Designing for Transit - A Manual for Integrating Public Transportation and Land Development in the San Diego Metropolitan Area.
Orange County Transportation Authority. August 2002. Technical Data Memorandum: OCTA Fleet General Specification Chart.
Orange County Transportation Authority. Damell & Associates, Inc. April 1996. Bus Facilities Handbook.
Orange County Transportation Authority. Darnell & Associates, Inc. February 1996. Bus Stop Survey Results.
Orange County Transportation Authority. Darnell & Associates, Inc. July 1994. Bus Stop Facilities and Amenities Performance Study.
Orange County Transportation Authority. June - Sept. 2003. Bus System Map.
Orange County Transportation Authority. June - Sept. 2003. Bus System Book.
Kimley-Horn and Associates, Inc. Page 102
Bus Stop Safety and Design Guidelines
March 24, 2004
Orange County Transportation Authority. Operations Planning and Scheduling. June 2003.
Memorandum: Bus System Boardings for May 2003.
Oregon Department of Transportation. 2002.
www.odot.state.or.us/techserv/engineer/pdu/PDFs/Highway%20Design%20Manual/2002Chp12- TransitGuidelines.pdf. Highway Design Manual. Chapter 12 - Design Guidelines for Public Transportation.
Portland Office of Transportation. Pacific Rim Resources. The Portland Pedestrian Access to Transit Project.
San Francisco Municipal Railway. Service Planning Department. December 1997 updated. Bus Stop Standards.
Santa Clara Valley Transportation Authority. July 2003. Bus Stop Pavement Details.
Texas Transportation Institute. Guidelines for Planning, Designing, and Operating Bus-related Street Improvements.
Transit Cooperative Research Program. Transportation Research Board - National Research Council.
Texas Transportation Institute. July 1996. Location and Design of Bus Stops.
Transit Cooperative Research Program. Transportation Research Board - National Research Council. 2001. Report 65 - Evaluation of Bus Bulbs.
Transit Cooperative Research Program. Transportation Research Board - National Research Council. 1996. http://gulliver.trb.org/publications/tcrp/tcrp rpt 19-a.pdf. Report 19: Guidelines for the Location and Design of Bus Stops.
Transit Cooperative Research Program. Transportation Research Board - National Research Council. 1999. Report 45 - Passenger Information Services: A Guidebook for Transit Systems.
Transit Cooperative Research Program. Transportation Research Board - National Research Council.
Synthesis 24 - AVL Systems for Bus Transit.
Tri-Met. October 2002. Bus Stops Guidelines 2002.
Tyler, Nick. Caiaffa, Martha. University College London. Passenger Facilities at Fully Accessible Bus Stops.
Valley Metro. December 1993. Bus Stop Handbook: Street Improvements for Transit.
Valley Metro. June 1995. Passenger Facilities Handbook: Off-Street Improvements for Transit.
Volinski, Joel. Tucker, Lisa. Center for Urban Transportation Research. March 2003 www.dot.state.fl.us/research-center/Completed Proj/ Summary PTO/FDOT BC137 38 SS.pdf.
Safer Stops for Vulnerable Customers.
Kimley-Horn and Associates, Inc. Page 103
City of Laguna Niguel Benches and Trash Receptacles
Sitescapes Cityview Bench, Steel Bar Ends. 6' CV1-1001 and 8' CV1-2001 options with center armrest. Colors: Forest or RAL 7003.
Sitescapes Cityview Single Receptacle Trash with Dome Top, CV2-1001. Colors: Forest or RAL 7003
jun 20, 2022 10:02:20 AM
25004 La Plata Drive
LadLine Niguel
ATTACHMENT C
Proposals Evaluation Summary
PROPOSALS EVALUATION
SUMMARY SHEET
RFP Title: BUS SHELTER DESIGN SERVICES
RFP Issue Date: June 27, 2024
RFP Due Date: July 25, 2024
Number of Proposals: 4
Evaluation Summary
Evaluation
Consultant Name Average Evaluation Ranking
Kimley Horn 95 1
RJM 89
David Volz Design 87
Nuvis 75
ATTACHMENT D
Amendment No. 4 to the On-Call Professional Services Agreement with Kimley-Horn and Associates, Inc.
AMENDMENT NO. 4 TO AGREEMENT FOR ON-CALL PROFESSIONAL SERVICES
BETWEEN CITY OF LAGUNA NIGUEL AND
KIMLEY-HORN AND ASSOCIATES, INC.
THIS AMENDMENT NO. 4 TO AGREEMENT FOR ON-CALL PROFESSIONAL SERVICES ("Amendment") is made and entered into by and between CITY OF LAGUNA NIGUEL, a California municipal corporation ("City") and Kimley-Horn and Associates, Inc., a North Carolina Corporation ("Consultant"). City and Consultant may be referred to individually as "Party" or collectively as "Parties."
RECITALS
City and Consultant entered into an on-call professional services agreement on July 1, 2023 ("Agreement"). The initial term of the Agreement terminates on June 30, 2026.
2. City has requested Bus Shelter Replacement Project design services pursuant to the terms of the Agreement.
Consultant submitted a written proposal for the above requested services ("Project Proposal") on August 15, 2024.
4. Consultant has the qualifications and experience to render the requested services.
City and Consultant have entered into amendments) to the Agreement as detailed in "Prior Amendments to Agreement" attached hereto as Exhibit E-4.
6. City and Consultant now desire to enter into Amendment No. 4 to the Agreement for the performance by Consultant of the requested services for City.
AGREEMENT
In consideration of the mutual promises and covenants made by the Parties and contained herein and other consideration, the value and adequacy of which are hereby acknowledged, the Parties agree as follows:
Project Term. This Amendment shall become effective as of the date stated above and, unless earlier terminated in accordance with Article 7 of the Agreement, shall continue in full force and effect until the services have been completed.
Consultant Project Proposal. The Project Proposal from Consultant, for this Amendment to the Agreement, shall be incorporated herein by this reference as though fully set forth herein. The Scope of Services shall include the scope of services or work included in the Project Proposal. In the event of any inconsistency or any conflict between the terms of the Project Proposal, and the Agreement or this Amendment, the terms of the Agreement or this Amendment, respectively, shall govern. No other terms and conditions from the Project Proposal, other than description of scope of services or work, shall apply to this Amendment or the Agreement, unless specifically agreed to by City in writing.
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Project Scope of Services. In compliance with all terms and conditions of the Agreement and this Amendment, Consultant shall provide on an as-needed basis those services specified in the "Scope of Services" attached hereto as Exhibit A-4 and incorporated herein by this reference, which may be referred to herein as the "services" or "work" hereunder.
4. Project Special Requirements. Additional terms and conditions of this Amendment, if any, which are made a part hereof are set forth in the "Special Requirements" attached hereto as Exhibit B-4 and incorporated herein by this reference. In the event of a conflict between the provisions of Exhibit B-4, and any other provisions of this Amendment or the Agreement, the provisions of Exhibit B-4 shall govern.
5. Project Compensation and Aggregate Contract Sum. Subject to any limitations set forth in the Agreement and this Amendment, City agrees to pay Consultant the amounts specified in the "Schedule of Compensation" attached hereto as Exhibit C-4 and incorporated herein by this reference. The total compensation (excluding the Contingency Sum), including reimbursement for actual expenses, shall not exceed Ninety-Nine Thousand Nine Hundred Eighty- Five Dollars ($99,985) ("Compensation Sum"). This Amendment includes a contingency amount equal to Fourteen Thousand Nine Hundred Ninety-Eight Dollars ($14,998) ("Contingency Sum") to account solely for additional work, or unforeseen conditions, related to the services. The total compensation (including the Contingency Sum), including reimbursement for actual expenses, shall not exceed One Hundred Fourteen Thousand Nine Hundred Eighty-Three Dollars ($114,983) ("Contract Sum"), unless additional compensation is approved pursuant to Section 1.5 of the Agreement. The Consultant shall obtain written approval from the City for any use of the Contingency Sum. Compensation may include reimbursement, for actual and necessary expenditures, if both specified in either the Schedule of Compensation (Exhibit C-4 to this Amendment) or the Schedule of On-Call Compensation (Exhibit C to the Agreement), as well as approved by City in advance. The Contract Sum shall include the attendance of Consultant at all project meetings reasonably deemed necessary by City. Consultant agrees that if Consultant becomes aware of any facts, circumstances, techniques, or events that may or will materially increase or decrease the cost of the work or services, Consultant shall promptly notify the City Representative of said fact, circumstance, technique or event and the estimated increased or decreased cost related thereto.
6. Project Schedule of Performance. Consultant shall commence the services pursuant to this Amendment upon receipt of a written notice to proceed pursuant to Exhibit A-3 and shall perform all services within the time period(s) established in the "Schedule of Performance" attached hereto as Exhibit D-4 and incorporated herein by this reference (and as applicable the "Schedule of Performance" attached as Exhibit D to the Agreement).
Prior Amendments to Agreement. Prior amendments to the Agreement, if any, are itemized in "Prior Amendments to Agreement," attached hereto as Exhibit E-4 and incorporated herein by this reference.
8. Consultant Representative for Project. The Consultant Representative for the work or services under this Amendment is Mr. Sri Chakravarthy, Contract Manager, 213-261- 4037, [email protected], who is authorized to act on Consultant's behalf with -2-
respect to the work or services specified herein and to make all decisions in connection therewith.
It is expressly understood that the experience, knowledge, capability and reputation of the representative was a substantial inducement for City to enter into this Amendment to the Agreement. Therefore, the representative shall be responsible during the term of this Amendment for directing all activities of Consultant and devoting sufficient time to personally supervise the services hereunder. For purposes of this Amendment, the representative may not be replaced nor may their responsibilities be substantially reduced by Consultant without the express written approval of City.
9. Continuing Effect of the Agreement. Except as amended by this Amendment No. 4 and Amendment Nos. 1 through 3, all provisions of the Agreement shall remain unchanged and in full force and effect. From and after the date of this Amendment, whenever the term "Agreement" appears in the Agreement, it shall mean the Agreement, as amended by this Amendment No. 4
Affirmation of the Agreement. City and Consultant each ratify and reaffirm each and every one of the respective rights and obligations arising under the Agreement. Each Party represents and warrants to the other that the Agreement is currently an effective, valid, and binding obligation.
11. Adequate Consideration. The Parties hereto irrevocably stipulate and agree that they have each received adequate and independent consideration for the performance of the obligations they have undertaken pursuant to this Amendment.
12. Authority. The persons executing this Amendment 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 Amendment on behalf of said Party, (iii) by so executing this Amendment, such Party is formally bound to the provisions of this Amendment, and (iv) entering into this Amendment does not violate any provision of any other agreement to which said Party is bound. [SIGNATURES ON FOLLOWING PAGEJ
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IN WITNESS WHEREOF, the Parties hereto have executed this Amendment on the date and year first-above written.
CITY:
CITY OF LAGUNA NIGUEL, a California
municipal corporation
Tamara S. Letourneau, City Manager
ATTEST:
Marissa J. Asistin, City Clerk
CONSULTANT:
Kimley-Horn and Associates, Inc., a North Carolina
Corporation
By:
Name:
Title:
By:
Name:
Title:
Address:
Two corporate officer signatures required when Consultant is a corporation, with one signature required from each of the following groups: 1) Chairperson of the Board, President or any Vice President; and 2) Secretary, any Assistant Secretary, Chief Financial Officer or any Assistant Treasurer. (Cal. Corp. Code 313.) APPROPRIATE ATTESTATIONS SHALL BE INCLUDED AS MAY BE REQUIRED BY THE
BYLAWS, ARTICLES OF INCORPORATION, OR OTHER RULES OR REGULATIONS APPLICABLE TO CONSULTANT'S BUSINESS ENTITY.
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EXHIBIT A-4
SCOPE OF SERVICES
I. All work product is subject to review and acceptance by City, and must be revised by Consultant without additional charge to City until found satisfactory and accepted by City.
II. Consultant will perform Bus Shelter Replacement Project design services described in the Project Proposal dated August 15, 2024 (refer to Section 1.2 of the Agreement for conflicts).
A-4(1)
EXHIBIT B-4
SPECIAL REQUIREMENTS
(Superseding Amendment Template)
NOT APPLICABLE
B-4(1)
EXHIBIT C-4
SCHEDULE OF COMPENSATION
I. City will compensate Consultant for the services performed upon submission of a valid invoice, as described in Section 2.2 of the Agreement.
II. The total compensation for the services provided pursuant to this Amendment shall not exceed the Contract Sum, as provided in Section 5 of this Amendment.
III. Consultant will be compensated for services provided pursuant to this Amendment pursuant to the fees and rates in Exhibit C of the Agreement and in accordance with the Project Proposal.
C-4(1)
EXHIBIT D-4
SCHEDULE OF PERFORMANCE
Consultant shall perform all services and deliver all work products timely in accordance with the Project Proposal and shall not receive additional compensation for work completed after the term of this Amendment.
D-4(1)
EXHIBIT E-4
PRIOR AMENDMENTS TO AGREEMENT
Amendment No. 1 to Agreement, executed on July 1, 2023, provides Traffic Engineering services from Consultant to City for a not-to-exceed Aggregate Contract Sum of $660,000.
2. Amendment No. 2 to Agreement, executed on July 1, 2023, provides Laguna Niguel Summer Trolley Program Project V services (Year 2) from Consultant to City for a not-to- exceed Contract Sum of $10,000
Amendment No. 3 to Agreement, executed on December 4, 2023, provides OCTA Project V Grant Application support from Consultant to City for a not-to-exceed Contract Sum of $49,999.
E-4(1)