Attachment_11_-_Proposed_Form_of_Agreement.pdf

2. The term of this Agreement is:

Department of Transportation TBD Agreement Number 56A0887 Exhibit A

STATEMENT OF WORK

1. The work to be performed under this Agreement shall be in accordance with Exhibit A – Statement of

Work, Attachment 1 – Cost Sheet and Attachment 2 – Technical Proposal in this Agreement. In the event of any conflicts related to this Agreement, Exhibit C – General Terms and Conditions, DGS PD

402-ITGP (Cloud), Section 3, Order of Precedence, and Section 17, Dispute Resolution, shall apply.

2. The services shall be performed covering Caltrans districts, 1, 2, 3, 4, 5, and 10.

3. This Agreement will commence on August 3, 2026 (estimate), or upon approval by the California

Department of Transportation (Caltrans), whichever is later, and no work shall begin before that time. This

Agreement is of no effect unless approved by Caltrans. The Contractor shall not receive payment for work performed prior to approval of the Agreement and before receipt of notice to proceed by the Caltrans

Contract Manager. This Agreement shall expire on August 2, 2029 (estimate). The services shall be provided during working hours, Monday through Friday from 8:00 a.m. to 5 p.m., Pacific Standard Time

(PST), except State Holidays. The parties may amend this Agreement as permitted by law.

4. Agreement Amendment

A. Subject to the terms and conditions of the original Agreement, and contingent upon the approval of

Caltrans and the Contractor, Caltrans may have the option, prior to the Agreement expiration date, to amend the Agreement. The agreement allows for an amendment for time and/or quantity, for more of the same services.

B. The Agreement Amendment shall be amendable up to an additional three (3) years and an additional

$5,000,000.00.

C. If the Agreement were amended, the Contractor’s rates offered in the “Amendment Pricing” section of

Attachment 1 – Cost Sheet, for the additional work would apply.

D. Any resulting Agreement Amendment will not take effect until it is signed by a Caltrans Contract Officer, and Contractor has received a signed copy of the Agreement Amendment.

5. All inquiries during the term of this Agreement will be directed to the project representatives listed in the

Table 1 – Project Representatives, below:

Table 1 – Project Representatives

Department of Transportation (Caltrans) Contractor: TBD

Contract Manager:

Project Manager:

Address: Address:

Cell: Cell:

Email: Email:

6. Background

This contract will develop an inventory and an associated geodatabase of all traffic safety and control devices including pedestrian and bicycle facilities.

7. Description of Work

The Contractor shall collect, analyze and report on the following assets as described under Appendix A, B, and C:

https://www.calhr.ca.gov/employees/pages/state-holidays.aspx

Exhibit A

• Signs,

• Traffic Safety Devices- Barriers, Guardrails, Crash Cushions & End Treatment

• Pedestrian Facilities

• Bicycle Facilities

Exhibit A

APPENDIX A – STATEMENT OF WORK

Exhibit A

TABLE OF CONTENTS

1. INTRODUCTION

1.1. General

1.2. Coverage

1.3. Weather and Visibility Considerations

1.4. Description of Services

2. KEY CONCEPTS AND NOMENCLATURE

2.1. Units

2.2. Linear Referencing System (LRS)

3. DATA COLLECTION AND ANALYSIS REQUIREMENTS

3.1. Right-of-Way Image Collection

3.2. Data Reference and Synchronization

3.3. Minimum Requirements for Functionality of the Web-Based Interface

3.4. Web-Based Interface

4. QUALITY CONTROL PLAN

4.1. General

4.2. Equipment Calibration and Validation

4.3. Consistent Caltrans ID

4.4. Accuracy and Completeness of Work

4.5. Gap Report

5. ACCEPTANCE CRITERIA

5.1. General

5.2. Image Quality

5.3. Rejection of Data and Termination Criteria

6. DATA DELIVERY

6.1. Contract Data

6.2. Data Format

7. WORK PLAN

7.1. General

7.2. Personnel

7.3. Equipment

8. CONTRACTOR REPORTING REQUIREMENTS

8.1. Data Report

8.2. Point Cloud - Hosting the Data

8.3. Ownership of Extracted Asset/Inventory Data

Exhibit A

LIST OF ACRONYMS

Caltrans California Department of Transportation

CD/DVD Compact Disk/Digital Versatile Disk

DHIPP Digital Highway Inventory Photography Program

FHWA Federal Highway Administration

GB Gigabytes

GIS Geographic Information System

GNSS Global Navigation Satellite System

GPS Global Positioning System

INT Inertial Navigation Technology

INU Inertial Navigation Unit

LRS Linear Reference System

MB Megabytes

Mbps

MUTCD

CA MUTCD

Megabytes per second

Manual on Uniform Traffic Control Devices

California Manual on Uniform Traffic Control Devices

NAD83 North American Datum of 1983

NGS National Geodetic Survey

NHS National Highway System

NTCD Notice to Collect Data

ProVAL Profile Viewing and Analysis software version

QA Quality Assurance

QC Quality Control

QM Quality Management

RAM Random-Access Memory

ROW Right-of-Way

RS Route Suffix

RTK-GPS Real Time Kinematic Global Positioning System

RWP Right Wheel Path

SCV Sacramento Common Verification

SCVD Sacramento Common Verification for Distress

SCVP Sacramento Common Verification for Profile

SI International System of Units

Exhibit A

SOP Standard Operating Procedure

SOW Scope of Work

STD Standard Agreement

TBD To be Determined

TB Terabytes

3D Three Dimensional

TSN Transportation System Network

WGS 84 World Geodetic System established in 1984

IMMS Integrated Maintenance Management System

Exhibit A

1. INTRODUCTION

1.1. General

The purpose of this contract is to develop a statewide inventory and an associated geodatabase of Signs, Barriers, Guardrails, Crash Cushions, End treatments, Pedestrian Facilities, and

Bicycle Facilities. The work product shall identify asset locations, attributes, and conditions

(where applicable) and will support future project planning by Caltrans.

The inventory items are located on, above, and adjacent to the main lanes, interchanges, overcrossings/undercrossings, connectors, entrance and exit ramps. The exit and entrance ramps include the intersection of the ramp with the local road. See Figure A. An interchange is expected to have an on- and off-ramp for each direction of travel.

The list of included highways and their centerline miles is provided in Table 1.

This contract is expected to utilize automated data collection processes to ensure consistency in data collection and documentation. The effort is intended to support overall asset management activities related to roadway safety.

The following is a preliminary estimated timeline for data collection. Please note that the

Caltrans Contract Manager may revise or update this timeline at their discretion at any point during the contract term.

TASKS DATE

Data Collection Begins One Month from Contract Execution

3% First Full Assets Delivered (the 3% is divided into 1.5% of total Center Line Mileage Urban and 1.5% of total Center Line Mile Rural)

Three Months from the Beginning of Data Collection

Final Remaining Asset Deliverables 18 Months from the Beginning of Data Collection

Cloud (Data) Storage 36 months from the Beginning of Data Collection

Caltrans will issue a task order for 3% of the total center line miles (CLM). Caltrans and the selected consultant will use the 3% delivery to identify any issues with what is being provided and what Caltrans is expecting. The overall project schedule shall consider the coordination anticipated following the submission of the 3% work product. Caltrans will review incoming data on a weekly basis and will strive to complete the 3% review promptly to avoid delays to the final delivery.

Upon completion of all work under this contract, ownership and title to all files, including, but not limited to, reports, documents, databases, and photo logs produced as part of this contract, will automatically be vested in the California Department of Transportation. No further agreement will be necessary to transfer ownership to the California Department of Transportation.

The Consultant shall not begin work before the kick-off meeting.

Exhibit A

1.2. Coverage

The Contractor shall be responsible for collecting and delivering 8,136 CLM of data from the

Caltrans Highway Network (Estimated CLM is 1,814 in the Urban area and 6,322 CLM in the

Rural area). Caltrans will provide Urban and Rural area shapefiles

The Consultant will be required to take measurements using U.S. Customary units—specifically, U.S. Survey feet, where 1 foot equals exactly 1200/3937 meters (or approximately 0.3048006 meters).

Caltrans’ current processes have determined the following approximate centerline miles information:

TABLE 1 - ESTIMATED CENTER LINE MILES (CLM)

DISTRICT

TOTAL

CLM

URBAN

CLM

RURAL

CLM

1 951 51 900

2 1,748 93 1,655

3 1,517 287 1,230

4 1,431 863 568

5 1,158 332 826

10 1,331 188 1,143

TOTAL CENTER LINE MILES 8,136 1,814 6,322

For District Detailed Estimated Center Line Miles, see APPENDIX B

The data shall be collected and analyzed in both directions of the Center Line Miles.

Data shall be collected at a speed not to impede the flow of traffic whenever possible and in conformance with all applicable traffic laws in California.

TABLE 2

DISTRICTS AND COUNTIES

D-01 D-02 D-03 D-04 D-05 D-10

DN LAS BUT ALA MON ALP

HUM MOD COL CC SBT AMA

LAK PLU ED MRN SLO CAL

MEN SHA GLE NAP SB MPA

SIS NEV SF SCR MER

TEH PLA SM SJ

TRI SAC SCL STA

SIE SOL TUO

SUT SON

Exhibit A

YOL

YUB

TABLE 3

HIGHWAY FACILITY TYPES*

1. Freeway

2. Expressway

3. Conventional Highway

4. Off-Ramp

5. On Ramp

6. Connector

7. Gore Point

8. Overcrossing

9. Undercrossing

10. HOV, Toll (includes EXPRESS lanes)

11. Local Bypass

* The highway facility types are defined under Caltrans Highway Design Manual section

62.3 “Highway Types”, section 62.2 “Types of Structures”, section 62.4 “Interchanges and Intersections at Grade”, and section 62.8 “Highway Operations”

1.3. Weather and Visibility Considerations

Contractor shall collect data in the daytime, with clear atmospheric conditions (no rain, smoke, fog, dust, or haze), when pavement is dry, and when snow accumulation on the roadside does not inhibit the visibility of the roadside assets to be collected. Locations where automated data collection is not in compliance with Section 1.4 D (Planimetric Features – Roadway Assets) shall be re-collected at no additional cost to Caltrans.

The Contractor shall use and maintain equipment capable of producing data that meets the performance requirements specified in Section 1.4. All images of Caltrans highway assets collected within Caltrans’ right-of-way must be clear and legible. Note that failure to anticipate the sun angle may negatively impact image quality. Condition assessments will be performed based on these images.

The Consultant shall use and maintain equipment capable of producing data that complies with the requirements outlined in Section 6-Data Delivery. Any unexpected events (e.g., weather, fire, traffic incidents, injuries, and equipment malfunctions) that occur during the execution of this contract must be reported to the Contract Manager as soon as possible.

Exhibit A

1.4. Description of Services

The Consultant shall deliver each asset following the requirements outlined below and provide every asset described in this Scope of Work. The form and method for acquiring and submitting deliverables to Caltrans must be thoroughly detailed in the Technical Proposal and presented to

Caltrans during the selection process

DELIVERABLES AND TASKS

A. Street Level Imagery (The images at the native sensor resolution, which must be at least

3000 x 2000 or higher) in JPG with associated metadata (See data dictionary, APPENDIX

C)

B. Mobile Lidar

C. Point Cloud

D. Planimetric Features – Roadway Assets (See Data Dictionary, including condition assessment, APPENDIX C)

E. Training and Technical Support

Exhibit A

A. STREET LEVEL IMAGERY

a) Contractor shall collect clear digital images of each asset that is free of distortion and sun overexposure, at a minimum interval of 1 image per 6 meters/19.7 feet or less. The camera(s) must be mounted at a height so that no part of the vehicle is visible. The images must be of high resolution and angled to include the complete asset. Each image is to be captured as an individual file (JPG). Images must be coordinated with each other, the delivered point cloud, and the corresponding integrated GPS/Inertial navigation sensor data.

b) Coordinate with Caltrans for image delivery and database management. The database will comply with the data dictionary (see APPENDIX C).

c) Images shall have a minimum resolution sufficient to accurately identify, attribute, and assess the condition of the assets included in this contract. The resolution shall be at least 3000 x 2000 pixels or higher. The horizontal aspect will achieve a minimum 120-degree viewing angle in one viewable image. The Contractor shall compile metadata for each image that identifies highway number, direction, postmile, Latitude, Longitude [NAD83 (2011) horizontal reference frame, Epoch

2010.00], elevation [NAVD88 vertical datum], heading, time, and date. Digital photographs of all assets shall have sufficient resolution to allow a computer operator (human or artificial intelligence) to accurately identify the required attributes and perform condition assessments. The Contractor shall be responsible for extracting and assigning the required asset attributes.

d) If images are determined to be unacceptable by the Department, the Contractor shall be required to provide corrected images within the duration of the corresponding scheduled data collection effort.

e) Data collection will include the use of a multi-camera or 360°-camera system, aligned to the integrated GPS/inertial navigation sensor data, to capture digital photographs of each asset.

f) Asset condition assessment must be able to be determined from the images

(minimum resolution of 3000 x 2000 pixels or higher).

g) The database is designed to hold a link to the image file for each asset.

h) Provide an external portable hard drive that contains all asset images with an additional set of all digital image files captured during the data collection, stored on a cloud storage system. Collected data should be sorted by district, county, route, and direction, and in sequential Postmile order.

i) Multiple passes must be employed in areas where obstructions occur to ensure thorough capture of imagery data. Any data gaps will be identified, and recommended solutions for those gaps will be provided. This excludes major obstructions due to landslides, wildfires, and construction.

j) Images should be collected during daylight hours.

B. MOBILE LIDAR

a) The field collection for signs and safety devices will utilize Mobile LiDAR. The collection must be completed with a fully integrated mobile LiDAR system. The

Exhibit A

Mobile Terrestrial Laser Scanning (MTLS) equipment specifications and workflows are specified in the Caltrans Surveys Manual (CSM) Chapter 15.

Contractor may omit some or all of the registration point targets listed in Section

15.11-6 if Contractor’s quality control plan ensures the minimum asset georeferenced and local accuracy required by this contract is achieved.

b) Multiple passes must be employed in areas where obstructions occur to ensure thorough capture of point cloud and imagery data. Any data gaps will be identified, and recommended solutions for those gaps will be provided. This excludes major obstructions due to landslides, wildfires, and construction.

c) If the asset is obstructed, down, or its visibility is limited, it should be noted in the comment column to explain the source or reason of obstruction (e.g., overgrown vegetation).

d) Data collection must be completed at or near traffic speeds to avoid impeding traffic while ensuring adequate spacing from surrounding traffic to avoid obstructions.

Exhibit A

C. POINT CLOUD

a) One of the deliverables is to provide a validated, geospatially correct, 3D LiDAR point cloud, stored on a cloud storage system, for Caltrans's current and future utilization.

The point cloud is to be delivered to Caltrans in separate deliverable point cloud files for each LiDAR head unit, containing approximately two centerline miles of coverage.

Each deliverable point cloud file shall be documented in an index containing the county, route and postmile of the beginning and end of coverage, together with a

Shapefile describing the file name, exterior coverage of each point cloud file, and other pertinent metadata such as collection date, datum, epoch, accuracy, contract number, laser ID, etc. The point cloud's network accuracy, local accuracy, and quality must be high enough for extracted assets to meet or exceed the minimum asset georeferenced and dimension accuracies required by this contract.

b) The consultant’s written proposal on LiDAR data collection and delivery should include the following:

1. Method(s) for geo-referencing the LiDAR data, such as using real-time GPS/GNSS correction, post-processing using CORS stations, or a commercial RTN network.

2. Explanation of how complex features, such as overhead signs with catwalks, will be collected so that the network accuracy and dimension accuracy required by this contract are achieved.

3. Horizontal, Vertical Datum, and Epoch (see Section 2.1 C – Units)

4. Mapping frame: California State Plane, with grid coordinates in the appropriate zone based on the location of data being collected, see Figure 4-4 in Caltrans Surveys

Manual (CSM) Chapter 4.

5. Unit: U.S. Survey feet

6. Data file format: LAZ or LAS (broken down to 2-gigabyte or less blocks, with description of archival organization scheme)

7. Data file format: Vehicle trajectories data and estimation of accuracy (Applanix SBET binary format or CSV format), including time, x, y, z, heading, roll, pitch, and estimated error of x, y, z, heading, roll, and pitch.

8. Data file format: LiDAR scanner(s) and camera(s) calibration parameters, including x, y, z, heading, roll, and pitch offset to the system IMU

9. Additional delivery method(s): external hard drive(s), network attached storage, or other.

10. Naming convention of point cloud data files. Include the County, Route, and Postmile information within the naming convention.

11. Metadata of point cloud files, such as intensity, classification, echo number, etc.

Exhibit A

D. PLANIMETRIC FEATURES – ROADWAY ASSETS

D.1 SIGNS and SIGN SUPPORTS

Locate the Signs and Sign Supports and assess the condition of the Signs at the locations described under paragraph 1.2 “Coverage”. The contracted firm shall deliver to Caltrans a database of all signs and sign supports. All references should be based on the Manual on

Uniform Traffic Control Devices (MUTCD) and the California Manual on Uniform Traffic

Control Devices (CA MUTCD) (old and new editions).

• The Sign inventory shall include all regulatory signs, warning signs, guide signs, Left and

Exit plaques as well as Changeable Message Sign (CMS/EMS), and special signs (i.e, signs that have been modified from standard design). Construction signs and Postmile markers are excluded from the inventory.

California Sign Specifications Drawings https://dot.ca.gov/programs/safety-programs/sign-specs

• For measurements (Length and Depth) of standard CA MUTCD/MUTCD signs, provide the overall dimensions for each collected sign.

• Relate Sign ID to Sign Support ID. Sign Support ID must be found in the same record for all sign panels. And the ID of each sign affixed to a particular sign support should be listed within the Sign Support ID record.

• Minimum Deliverable Fields and Attributes (Reference Data Dictionary, APPENDIX C).

SIGN (TAB #1)

(1) SIGN ID - Unique ID assigned to each sign in the database. Each sign must be assigned a different numeric identification (See Example below). This Caltrans unique ID applies to all the other assets.

https://dot.ca.gov/programs/safety-programs/sign-specs

Exhibit A

(2) LONGITUDE – Sign Longitude measured at the bottom center of the sign panel, in decimal degrees format with 8 decimals (Example 37.76100512, -122.47684434). This format applies to all assets.

(3) LATITUDE - Sign Latitude measured at the bottom center of the sign panel, in degree format with 8 decimals (Example 37.76100512, -122.47684434). This format applies to all assets

(4) DISTRICT - Two-digit Caltrans District number denoting the location of the asset (see

Table 2 of Section 1.2 - Coverage)

(5) COUNTY - County abbreviation denoting the location of the asset (see Table 2 of

Section 1.2 - Coverage)

(6) ROUTE - Numeric route designation (see APPENDIX B)

(7) DIRECTION - N, S, E, W. Primary route direction based on increasing postmile value.

The Route Direction attribute should always be the official route direction. For example, for the N or S routes, if the road veers E or W, the direction will always be N or S. (See

Figure B)

(8) CA MUTCD/MUTCD CODE - CA MUTCD and MUTCD designation code or custom designation code for specialized signs.

(9) CA MUTCD/MUTCD DESCRIPTION – Sign description per CA MUTCD/MUTCD.

(10) SIGN LEGEND - Fully captured message of the sign.

(11) SIGN PANEL DEPTH – Vertical dimension of sign panel in inches. Accuracy for measurements is +/- 1 inch.

(12) SIGN PANEL LENGTH – Horizontal dimension of sign panel in inches. Accuracy for measurements is +/- 1 inch.

(13) SIGN MOUNTING HEIGHT – Measured from the bottom of the sign panel to the

Exhibit A pavement/ground surface. Accuracy for measurements is +/- 1 inch.

(14) SIGN PANEL TYPE – Type of sign panel: Roadside or Overhead (Formed or

Laminated) (See TABLE B)

(15) SIGN CONDITION/RETROREFLECTIVITY RATING - GOOD, FAIR, or POOR. Visual assessment of sign condition shall be assigned to each inventoried sign panel based on the images.

The reviewer will provide a daytime condition rating of the signs based on the following benchmarks:

• Poor– No longer functional. Faded, missing, knocked down, vandalized (paintball, gunshot, eggs, graffiti), button copy on a non-reflective background panel, or not legible. Extreme physical damage or deterioration; significant improper use of the sign. In need of prompt repair or replacement.

• Fair – Visible physical defects but otherwise serviceable within acceptable parameters. tree sap, dirty, weathering, cracking. Expected remaining service life of

1 – 5 years.

• Good – No apparent physical defects and deemed in satisfactory condition.

Expected remaining service life greater than 5 years.

(16) COLLECTION DATE – Date of sign asset collection

(17) SIGN ASSESSMENT DATE- Last date that the condition status was determined.

(18) SIGN EDITOR - User name of last editor of record

(19) HIGHWAY FACILITY TYPE - Type of highway facility the sign is referenced to (See

Table 3)

(20) SIGN COMMENT – any additional notes

(21) SIGN PHOTO – Photo of each sign panel

(22) SIGN SUPPORT ID UNIQUE IDENTIFIER – List related Sign Support IDs with a clickable link to the Sign Support (See Example listed under (1) Sign ID)

(23) Datum epoch

(24) Network accuracy and Dimension accuracy

(25) Contract ID number

SIGN SUPPORT (TAB #2)

(26) SIGN SUPPORT ID -- Unique ID assigned to each sign support in the database. Each support ID must be assigned a different numeric identification

(27) SIGN ID – List all the related sign IDs with a clickable link to the Sign

(28) LONGITUDE – Sign Support Longitude based on increasing postmile direction, in decimal degrees format with 8 decimals (Example 37.76100512, -122.47684434). This format applies to all assets.

(29) LATITUDE - Sign Support Latitude based on increasing postmile direction, in degree format with 8 decimals (Example 37.76100512, -122.47684434). This format applies to all assets.

Exhibit A

(30) POSTMILE OF SIGN SUPPORT: Caltrans will provide the contractor with a tool to convert all Latitudes/Longitudes into Postmiles. This applies to all assets.

(31) RELATIVE POSITION - Location of the support/post relative to the roadway

a) Left

b) Right

c) Overhead

d) Median

e) Gore

(32) SUPPORT TYPE – Type of sign support associated with a particular sign (See Table A).

See SIGN SUPPORT TYPE EXAMPLES below.

(33) IMMS SUPPORT CATEGORY- based on support type (see Table A)

(34) COLLECTION DATE – Date of sign support asset collection

(35) EDIT DATE – Date asset was last edited

(36) SIGN SUPPORT EDITOR - User name of last editor of record

(37) SIGN SUPPORT PHOTO - Photo of each sign support, including the signs

(38) SIGN SUPPORT COMMENT – Any additional notes.

(39) Datum epoch

(40) Network accuracy

(41) Contract ID number

Exhibit A

SIGN ATTRIBUTES

TABLE A - SUPPORT TYPE IMMS SUPPORT CATEGORY

1. One Post Truss Cantilever OPSS One Post Sign Structure

2. One Post Truss Butterfly OPSS One Post Sign Structure

3. One Post Truss Unbalanced Butterfly OPSS One Post Sign Structure

4. Two Post Truss TPSS Two Post Sign Structure

5. One Post Tubular Cantilever OPSS One Post Sign Structure

6. One Post Tubular Butterfly OPSS One Post Sign Structure

7. Two Post Tubular TPSS Two Post Sign Structure

8. One Post Box Beam Cantilever OPSS One Post Sign Structure

9. One Post Box Beam Butterfly OPSS One Post Sign Structure

10. Two Post Box Beam TPSS Two Post Sign Structure

11. One Post Light Weight Type B-1 (Single Mast Arm Series)

OPSS One Post Sign Structure

12. One Post Light Weight Type B-2 (Double Mast Arm Series)

OPSS One Post Sign Structure

13. One Post Light Weight Type C-1 (Double Mast Beam Series)

OPSS One Post Sign Structure

14. One Post Light Weight Type C-2 (Trussed Mast Arm Series)

OPSS One Post Sign Structure

15. Two Post Light Weight Type A-1 (Single Cross Beam Series)

TPSS Two Post Sign Structure

16. Two Post Light Weight Type A-2 (Trussed Cross Beam Series)

TPSS Two Post Sign Structure

17. Bridge Mounted Sign BM Bridge Mount

18. Roadside One Post OPS One Post Support

19. Roadside Two Post TPS Two Post Support

20. Barrier Rail Mounted Other

21. Barrier Mounted (Flush) Strap and Saddle Bracket

Other

22. Strap and Saddle Bracket Method Other

23. Mast Arm (On Signal Arm or Flashing Beacon)

Other

24. Guardrail Mounted Other

TABLE B - PANEL TYPE

1. Overhead Formed

2. Overhead Laminated

3. Roadside Sign

Exhibit A

SIGN SUPPORT TYPE EXAMPLES

1) ONE POST TRUSS CANTILEVER

Exhibit A

2) ONE POST TRUSS BUTTERFLY

Exhibit A

3) ONE POST TRUSS UNBALANCED BUTTERFLY

Exhibit A

4) TWO POST TRUSS

Exhibit A

5) ONE POST TUBULAR CANTILEVER

Exhibit A

6) ONE POST TUBULAR BUTTERFLY

Exhibit A

7) TWO POST TUBULAR

Exhibit A

Exhibit A

8) ONE POST BOX BEAM

Exhibit A

9) ONE POST BOX BEAM BUTTERFLY

Exhibit A

Exhibit A

10) TWO POST BOX BEAM

Exhibit A

11) ONE POST LIGHT WEIGHT TYPE B-1 (SINGLE MAST ARM SERIES)

Exhibit A

Exhibit A

12) ONE POST LIGHT WEIGHT TYPE B-2 (DOUBLE MAST ARM SERIES)

Exhibit A

13) ONE POST LIGHT WEIGHT TYPE C-1 (DOUBLE MAST BEAM SERIES)

Exhibit A

14) ONE POST LIGHT WEIGHT TYPE C-2 (TRUSSED MAST ARM SERIES)

Exhibit A

15) TWO POST LIGHT WEIGHT TYPE A-1 (SINGLE CROSS BEAM SERIES)

Exhibit A

16) TWO POST LIGHT WEIGHT TYPE A-2 (TRUSSED CROSS BEAM SERIES)

Exhibit A

Exhibit A

17) BRIDGE MOUNTED SIGN

Exhibit A

18) ROADSIDE ONE POST

Exhibit A

19) ROADSIDE TWO POST

Exhibit A

20) BARRIER RAIL MOUNTED

Exhibit A

21) BARRIER MOUNTED (FLUSH) STRAP AND SADDLE BRACKET

Exhibit A

22) STRAP AND SADDLE BRACKET

Exhibit A

23) MAST ARM (ON SIGNAL ARM)

Exhibit A

D.2 GUARDRAILS

Locate guardrails in the Caltrans ROW. The contractor shall deliver to Caltrans a database of all guardrails.

• Minimum Deliverable Fields and Attributes (Reference Data Dictionary, APPENDIX C)

• If a guardrail crosses a District boundary, the barrier shall be split into its corresponding

District.

• If a guardrail is less than 50’ long and one side is higher than the other, report the shorter barrier height.

(1) GUARDRAIL ID – Unique ID assigned to each guardrail in the database. Each guardrail run must be assigned a different numeric identification

(2) DISTRICT – Two-digit Caltrans District number denoting the location of the asset (see

Table 1)

(3) COUNTY -County abbreviation denoting the location of the asset (see Table 2)

(4) ROUTE - Numeric route designation (see APPENDIX B)

(5) DIRECTION - N, S, E, W. Primary route direction based on increasing postmile value.

The Route Direction attribute should always be the official route direction. For example, for the N or S route, if the road veers E or W, the direction will always be N or S.

(6) HIGHWAY FACILITY TYPE - Type of highway facility the guardrail is referenced to

(See Table 3)

(7) LONGITUDE BEGIN - Beginning of guardrail based on increasing postmile direction

(8) LATITUDE BEGIN - Beginning of guardrail based on increasing postmile direction

(9) LONGITUDE END – End of guardrail based on increasing postmile direction

(10) LATITUDE END – End of guardrail based on increasing postmile direction

(11) POSTMILE BEGIN- Beginning of guardrail based on increasing postmile direction

(12) POSTMILE END - End of guardrail based on increasing postmile direction

(13) GUARDRAIL TYPE – Type of guardrail installed at location (see below for Product

Information)

• Metal Beam Guardrail (MBGR) (STEEL POST or WOOD POST)

• Midwest Guardrail System (MGS) (STEEL POST or WOOD POST)

• Steel Backed Timber Guardrail (SBTG) (STEEL POST or WOOD POST)

• Others

(14) GUARDRAIL HEIGHT (inches) - Guardrail height is measured at +/- 50' intervals.

Accuracy for measurements is +/- 1 inch. Where a guardrail is located within 2 feet from the edge of pavement, the guardrail height shall be measured from the top of the guardrail to the edge of pavement. Otherwise, guardrail height shall be taken from the

Exhibit A top of the guardrail to the ground surface directly in front of the guardrail. Where the ground conditions or debris prevent accurate measurements, guardrail heights shall be adjusted so that measurements reflect the actual guardrail heights.

(15) GUARDRAIL HEIGHT-SECONDARY (inches) - Guardrail heights measured to the pavement/ground on the other side of the guardrail, at 50’ intervals (+/-). Applicable only if both sides of the guardrail face vehicle lanes. If ground conditions or debris prevent accurate measurements, guardrail heights shall be adjusted to represent their actual heights.

(16) RELATIVE POSITION- Location of the guardrail relative to the roadway

a) Shoulder

b) Median

(17) GUARDRAIL PHOTO- Provide a digital image of each guardrail linked to the data set and geo-referenced for location.

(18) COLLECTION DATE – Date of guardrail asset collection

(19) EDIT DATE - Date asset was last edited

(20) EDITOR – Username of last editor of record

(21) COMMENT – Any additional notes

(22) Datum epoch

(23) Network accuracy and Dimension accuracy

(24) Contract ID number

Exhibit A

GUARDRAILS TYPE EXAMPLES

GUARDRAIL MBGR (Metal Beam Guard Railing)

GUARDRAIL MGS (Midwest Guardrail System) http://www.google.com/url?sa=i&rct=j&q=&esrc=s&source=images&cd=&cad=rja&uact=8&ved=0ahUKEwje_cq2jJjVAhWjxlQKHeI4BAAQjRwIBw&url=http://www.dot.ca.gov/dist07/Publications/Inside7/story.php?id%3D524&psig=AFQjCNFHaiyT0Vu-Pn1zUeOHvOCenoUiQA&ust=1500648226630582

Exhibit A

GUARDRAIL SBTG (Steel Backed Timber Guardrail)

Exhibit A

D.3 BARRIERS

Locate barriers in the Caltrans ROW. The contracted firm shall deliver to Caltrans a database of all the barriers.

• If a barrier crosses a District boundary, the barrier shall be split into its corresponding

District.

• If a barrier is less than 50’ long and one side is higher than the other, report the shorter barrier height.

• If a barrier is part of a wall, height measurements shall be taken to the top of the barrier.

• The Type 50 to Type 60 transition shall be extracted as part of Type 50. The Type 60 to

Type 60M transition shall be extracted as part of Type 60.

• Where the barrier is located within 2 feet from the edge of the pavement, the barrier height shall be measured from the top of the barrier to the edge of the pavement.

Otherwise, barrier height shall be taken from the top of the barrier to the ground surface directly in front of the barrier.

• Barrier asset should stop and start at a bridge and a sign pedestal. The pedestal shall be extracted separately.

• Cable barrier heights shall be taken from the top cable to the ground surface directly in front of the barrier.

• Minimum Deliverable Fields and Attributes (Reference Data Dictionary, APPENDIX C)

(1) BARRIER ID UNIQUE IDENTIFIER - Unique ID assigned to each barrier in the database. Each barrier must be assigned a different numeric identification

(2) DISTRICT - Two-digit Caltrans District number denoting the location of the asset

(see Table 1)

(3) COUNTY - County abbreviation denoting the location of the asset (see Table 2)

(4) ROUTE - Numeric route designation (see APPENDIX B)

(5) DIRECTION - N, S, E, W.

The primary route direction is defined by the route increasing postmile value. The

Route Direction attribute must always reflect the official route direction; for example, on a north–south route, it remains N or S even if the roadway temporarily shifts east or west.

(6) HIGHWAY FACILITY TYPE - Type of highway facility the barrier is referenced to

(See Table 3)

(7) LONGITUDE BEGIN - Beginning of barrier based on increasing postmile direction

(8) LATITUDE BEGIN - Beginning of barrier based on increasing postmile direction

(9) LONGITUDE END – End of barrier based on increasing postmile direction

(10) LATITUDE END – End of barrier based on increasing postmile direction

(11) POSTMILE BEGIN – Begin of barrier based on increasing postmile direction

Exhibit A

(12) POSTMILE END – End of barrier based on increasing postmile direction

(13) BARRIER TYPE - Type of guardrail installed at location. Barrier examples include, but are not limited to:

• BARRIER GUARD 800

• THRIE BEAM

• CABLE

• BRIFEN TL-3 and TL-4 WRSF SYSTEM

• CASS AND CABLE TERMINAL SYSTEM

• CASS TL-3 and TL-4 CABLE BARRIER SYSTEM

• CONCRETE REACTIVE TENSION SYSTEM (CRTS)

• NUCOR NU-CABLE TL-3 and TL-4

• SAFENCE TL-3 and TL-4

• STEEL REACTIVE TENSION SYSTEM (SRTS)

• CONCRETE BARRIER TYPE – TYPE 50, TYPE 60, 60M, 60MS, 60MD, Type

K (in Non-Construction Zone), and other types listed under the Standard Plans

• CONCRETE BARRIER WILDLIFE PASSAGEWAY – TYPE MS, MM, AND ML

• OTHERS

(14) BARRIER HEIGHTS (inches) - Barrier height is measured at +/- 50’ intervals.

Accuracy for measurements is +/- 1 inch. Where the ground conditions or debris prevent accurate measurements, barrier heights shall be adjusted so that measurements reflect the actual barrier heights.

(15) BARRIER HEIGHT-SECONDARY (inches) - Barrier heights measured to the pavement/ground on the other side of the barrier, at 50’ intervals (+/-). Applicable only if both sides of the barrier face vehicle lanes. Where the ground conditions or debris prevent accurate measurements, barrier heights shall be adjusted so that measurements reflect the actual barrier heights.

(16) RELATIVE POSITION - Location of the barrier relative to the roadway

a) Shoulder

b) Median

(17) BARRIER PHOTO - Provide a digital image of each barrier linked to the data set and geo-referenced for location.

(18) COLLECTION DATE – Date of barrier asset collection

(19) EDIT DATE – Date asset was last edited

(20) EDITOR – Username of last editor of record

(21) COMMENT – Any additional notes (such as any additional items on top of the barrier)

(22) Datum epoch

Exhibit A

(23) Network accuracy and Dimension accuracy

(24) Contract ID number

Exhibit A

BARRIERS TYPE EXAMPLES

PRODUCT NAME Barrier Guard 800 MANUFACTURER QMB Barrier

PRODUCT NAME Thrie Beam MANUFACTURER Gregory

Exhibit A

PRODUCT NAME TL-4 Three Cable MANUFACTURER Gibraltar Cable Barrier Systems, L.P.

PRODUCT NAME Brifen TL-4 WRSF System MANUFACTURER Brifen USA INC.

Exhibit A

PRODUCT NAME CASS TL3

MANUFACTURER Trinity Highway Products.

PRODUCT NAME CASS TL4

Exhibit A

PRODUCT NAME CASS S3

PRODUCT NAME Concrete Reactive Tension System (CRTS) MANUFACTURER LINDSAY Transportation Solutions

Exhibit A

PRODUCT NAME Safence TL-3 and TL-4 MANUFACTURER Gregory Industries, Inc.

PRODUCT NAME Steel Reactive Tension System (SRTS) MANUFACTURER Barrier Systems Inc.

Exhibit A

PRODUCT NAME CONCRETE BARRIER TYPE 60

PRODUCT NAME CONCRETE BARRIER TYPE 50

Exhibit A

D.4 CRASH CUSHIONS

Locate crash cushions in Caltrans ROW. The contractor shall deliver to Caltrans a database of all crash cushions.

(1) CRASH CUSHION ID UNIQUE IDENTIFIER-- Unique ID assigned to each crash cushion in the database. Each crash cushion must be assigned a different numeric identification

(2) DISTRICT - Two-digit Caltrans District number denoting the location of the asset (see

Table 1)

(3) COUNTY - County abbreviation denoting the location of the asset (see Table 2)

(4) ROUTE - Numeric route designation (see APPENDIX B)

(5) DIRECTION - N, S, E, W. Primary route direction based on increasing postmile value.

The Route Direction attribute should always be the official route direction; for example, for N or S routes, if the road veers E or W, the direction will always be N or S.

(6) HIGHWAY FACILITY TYPE - Type of highway facility the crash cushion is referenced to (See Table 3)

(7) LONGITUDE - crash cushion beginning location based on increasing postmile

(8) LATITUDE - crash cushion beginning location based on increasing postmile

(9) POSTMILE

(10) CRASH CUSHION TYPE – Type of Crash Cushion installed at location (See below for

Product Information)

• ADIEM

• COMPRESSOR (TL-3)

• CRASHGARD CC-48 SAND BARRELS

• ENERGITE III System

• FITCH BARRELS

• N-E-A-T (NON-REDIRECTING ENERGY ABSORBING TERMINAL)

• QUADGUARD Family (69")

• QUADGUARD Family (90")

• QUADGUARD Elite (TL-2 and TL-3) 8-bay System

• QUADGUARD (TL-2 and TL-3) 6-bay System

• QuadGuard LMC

• QUEST CRASH CUSHION

• REACT 350 WIDE (96" and 120")

Exhibit A

• REACT 350 NARROW (CCB or SCBS)

• SCI70GM/SCI100GM (70GM-TL2 and 100GM-TL3)

• TAU ll (Universal TAU-II and TAU II Wide)

• TAU llR (Universal TAU-IIR and TAU IIR Wide)

• TRACC

• TRAFFIC BARRELS

• OTHERS

(11) RELATIVE POSITION - Location of the crash cushion relative to the roadway

a) Shoulder

b) Median

c) Gore

(12) CONDITION - “Good”, “Damaged”

(13) PHOTO - Provide a digital image of each crash cushion linked to the data set and geo-referenced for location.

(14) COLLECTION DATE – Date of crash cushion asset collection

(15) EDIT DATE – Date asset was last edited

(16) EDITOR – Username of last editor of record

(17) COMMENT – Any additional notes

(18) Datum epoch

(19) Network accuracy

(20) Contract ID number

Exhibit A

CRASH CUSHIONS TYPE EXAMPLES

PRODUCT NAME ADIEM

MANUFACTURER VALTIR

PRODUCT NAME COMPRESSOR (TL-3)

MANUFACTURER TrafFix Devices Inc.

Exhibit A

PRODUCT NAME CrashGard CC-48 Sand Barrels MANUFACTURER Capital Barricade Safety & Sign.

PRODUCT NAME ENERGITE III System MANUFACTURER Energy Absorption Systems Inc.

Exhibit A

PRODUCT NAME Fitch Barrels

PRODUCT NAME N-E-A-T (NON-REDIRECTING ENERGY ABSORBING TERMINAL)

Exhibit A

PRODUCT NAME QUADGUARD Family (69 inch)

PRODUCT NAME QUADGUARD Family (90")

Exhibit A

PRODUCT NAME QUADGUARD Elite (TL-2 and TL-3) 8-bay System

PRODUCT NAME QUADGUARD (TL-2 and TL-3) 6-bay System

Exhibit A

PRODUCT NAME QuadGuard LMC

PRODUCT NAME QUEST CRASH CUSHION

Exhibit A

PRODUCT NAME REACT 350 WIDE (96” and 120”)

PRODUCT NAME REACT 350 NARROW (CCB or SCBS)

Exhibit A

PRODUCT NAME SCI70GM/SCI100GM (70GM-TL2 and 100GM-TL3) MANUFACTURER SCI Products, Inc.

PRODUCT NAME TAU ll (Universal TAU-II and TAU II Wide)

Exhibit A

PRODUCT NAME TAU ll-R (Universal TAU-II-R and TAU II-R Wide)

PRODUCT NAME TRACC

MANUFACTURER Valtir

Exhibit A

PRODUCT NAME TrafFix Barrels MANUFACTURER TrafFix Devices Inc.

Exhibit A

D.5 END TREATMENTS

Locate end treatments in Caltrans ROW. The contractor shall deliver to Caltrans a database of all end treatments.

(1) END TREATMENT ID UNIQUE IDENTIFIER-- Unique ID assigned to each end treatment in the database. Each end treatment must be assigned a different numeric identification

(2) DISTRICT - Two-digit Caltrans District number denoting the location of the asset (see

Table 1)

(3) COUNTY - County abbreviation denoting the location of the asset (see Table 2)

(4) ROUTE - Numeric route designation (see APPENDIX B)

(5) DIRECTION - N, S, E, W.

The primary route direction is defined by the route increasing postmile value. The Route

Direction attribute must always reflect the official route direction; for example, on a north–south route, it remains N or S even if the roadway temporarily shifts east or west.

(6) HIGHWAY FACILITY TYPE - Type of highway facility the end treatment is referenced to

(See Table 3

(7) LONGITUDE LOCATION – End treatment beginning location based on increasing postmile direction

(8) LATITUDE LOCATION - End treatment beginning location based on increasing postmile direction

(9) POSTMILE - based on increasing postmile direction

(10) END TREATMENT TYPE – Type of end treatment installed at location (See below for

Product Information)

• CAT-350

• FLARED ENERGY ABSORBING TERMINAL, FLEAT 350 (WOOD/STEEL

POST)

• FLARED ENERGY ABSORBING TERMINAL, FLEAT-MT (WOOD POST)

• QUADTREND 350 SYSTEM

• SEQUENTIAL KINKING TERMINAL, SKT-350 (WOOD POST)

• MASH SEQUENTIAL KINKING TERMINAL, MSKT-MGS (STEEL POST)

• SEQUENTIAL KINKING TERMINAL, SKT-MGS (WOOD POST or STEEL

POST)

• SEQUENTIAL KINKING TERMINAL, SKT-SP-350 (STEEL POST)

• SLOTTED RAIL TERMINAL, SRT 27

Exhibit A

• SLOTTED RAIL TERMINAL, SRT 31

• SLOTTED RAIL TERMINAL, SRT 350 (27” WOOD)

• SOFT STOP GUARDRAIL TERMINAL

• ET-2000

• ET PLUS 31

• X-TENSION INLINE – STEEL POST OR WOOD POST

• X-TENSION FLAREDL - WOOD POST OR STEEL POST

• X-TENSION GUARDRAIL TERMINAL (X-MAS) STEEL POST

• MAX TENTION TL-3 (STEEL POST)

• MODIFIED ECCENTRIC LOADER TERMINAL (MELT)

• END ANCHOR ASSEMBLY (SFT-M)

• END ANCHOR ASSEMBLY

• X-LITE END TREATMENT

(11) RELATIVE POSITION-Location of the end treatment relative to the roadway

a) Shoulder

b) Median

(12) CONDITION - “Good”, “Damaged”

(13) PHOTO - Provide a digital image of each end treatment linked to the data set and geo-referenced for location.

(14) COLLECTION DATE – Date of barrier asset collection

(15) EDIT DATE – Date asset was last edited

(16) EDITOR – Username of last editor of record

(17) COMMENT – Any additional notes

(18) Datum epoch

(19) Network accuracy

(20) Contract ID number

Check the following websites for more references:

Caltrans Standard Plans, Standard Specifications https://dot.ca.gov/programs/design/ccs-standard-plans-and-standard-specifications

Traffic Safety Devices – New Products (Caltrans) Highway Safety Features https://dot.ca.gov/programs/safety-programs/safety-devices/new-products https://dot.ca.gov/programs/design/ccs-standard-plans-and-standard-specifications https://dot.ca.gov/programs/safety-programs/safety-devices/new-products

Exhibit A

END TREATMENT TYPE EXAMPLES

PRODUCT NAME CAT-350

Prominent Features:

• 27” Guardrail Only

• Parallel Installation

• Double Faced Guardrail

• 6–Steel Tube Foundations

• 2 –Anchorage Cables

Exhibit A

PRODUCT NAME Flared Energy Absorbing Terminal, FLEAT 350 MANUFACTURER Roads Systems, Inc (RSI)

UNIQUE FEATURES:

• 27” & 31” Guardrail

• Steel & Wood Option

• Flared Treatment

• Rectangular Head

• Rail Extrudes Towards Traffic Lanes

• Dual Struts on Head Unit

Exhibit A

PRODUCT NAME Flared Energy Absorbing Terminal, FLEAT-MT (Wood Post)

Exhibit A

PRODUCT NAME QuadTrend 350 System

Exhibit A

PRODUCT NAME Sequential Kinking Terminal, SKT-350 (Wood Post)

PRODUCT NAME MASH Sequential Kinking Terminal, MSKT-MGS (Steel Post)

Exhibit A

PRODUCT NAME Sequential Kinking Terminal, SKT-SP-350 (Steel Post)

UNIQUE FEATURES:

• Slotted anchor rail

• Square Impact head

• Bolted hinged posts

• Steel line posts

• Anchor bracket and cable assembly

Exhibit A

PRODUCT NAME Slotted Rail Terminal, SRT 27 (27” High) - Wood & Steel Options

PRODUCT NAME Slotted Rail Terminal, SRT 31 (31” High) - Wood & Steel Options

Unique Feature: Slotted Rail Product, Wood & Steel Options

Exhibit A

PRODUCT NAME Slotted Rail Terminal, SRT 350

NOTE: The Slotted Rail Terminal (SRT-350®) is a gating, flared-end terminal and is available in a 6-Post and 8-Post system. The SRT-350® HBA® 6-Post system has 2 steel breakaway posts, 4 wood CRT posts, and is assembled in a straight-line flare.

Exhibit A

PRODUCT NAME SOFT STOP Guardrail Terminal (8" block & 12” block)

Exhibit A

PRODUCT NAME ET-2000

MANUFACTURER Trinity Industries Inc

Unique Features:

A. Square Head B. C-Chanel Post

Strut C. Single Strut on

Extrusion Head

Exhibit A

PRODUCT NAME ET PLUS

MANUFACTURER Trinity Industries Inc

ET-Plus Unique Features:

a) Rectangular Head

b) Flanges on Both Sides of Head Only

c) Single Angle Strut

d) Single Strut on Extrusion Head

Exhibit A

PRODUCT NAME X-TENSION Inline – Steel Post or Wood Post

PRODUCT NAME X-TENSION Flared – Steel Post or Wood Post

Lindsay Transportation Solutions/Barrier Systems

27” & 31” Guardrail

Flared & Parallel Installations

Steel & Wood Posts

UNIQUE FEATURE:

• Direct Mounted Head

• Forward Anchorage

• Slider Bracket

• Dual Tension Cables

Exhibit A

PRODUCT NAME X-TENSION Guardrail Terminal (X-MAS) Steel Post with Plastic Block Post OR Wood Post

PRODUCT NAME Modified Eccentric Loader Terminal (MELT) MANUFACTURER Ingal Civil Products.

Exhibit A

PRODUCT NAME Breakaway Cable Terminal (BCT Terminal)

Exhibit A

PRODUCT NAME Type A Anchor

Exhibit A

MAX-Tension TL-3, TL-2 & median end treatments (lindsay.com)

End Anchor Assembly (SFT-M) https://www.lindsay.com/usca/en/infrastructure/brands/barrier-systems/solutions/end-treatments/max-tension/#:~:text=MAX-Tension%20TL-3%2C%20TL-2%20%26%20median%20end%20treatments%20-,an%20energy-absorbing%20coupler%20fitted%20with%20a%20patent-pending%20Sabertooth.

Exhibit A

End Anchor Assembly

E-LITE END TREATMENT

Exhibit A

D.6 PEDESTRIAN FACILITIES

Identify the presence and location of all pedestrian facilities within Caltrans ROW.

• MINIMUM Deliverable Fields and Attributes (Reference Data Dictionary, APPENDIX C)

(1) PEDESTRIAN ID– Unique ID assigned to each pedestrian facility in the database. Each pedestrian asset must be assigned a different numeric identification

(2) DISTRICT - Two-digit Caltrans District number denoting the location of the asset (see

Table 1)

(3) COUNTY - County abbreviation denoting the location of the asset (see Table 2)

(4) ROUTE - Numeric route designation (see APPENDIX B)

(5) DIRECTION – N, S, E, W.

The primary route direction is defined by the route increasing postmile value. The Route

Direction attribute must always reflect the official route direction; for example, on a north–south route, it remains N or S even if the roadway temporarily shifts east or west.

(6) HIGHWAY FACILITY TYPE - Type of highway facility the pedestrian facilities are referenced to (See Table 3)

(7) LONGITUDE BEGIN - Beginning of pedestrian facility based on increasing postmile direction. Continuous pedestrian assets (sidewalks) would require beginning and end longitude and latitude locations, whereas other pedestrian features are points and would require a single longitude and latitude location. The location of measurement for sidewalks is the edge furthest from vehicle lanes.

(8) LATITUDE BEGIN - Beginning of pedestrian facility based on increasing postmile direction. Continuous pedestrian assets (sidewalks) would require beginning and end longitude and latitude locations, whereas other pedestrian features are points and would require a single longitude and latitude location. The location of measurement for sidewalks is the edge furthest from vehicle lanes.

(9) LONGITUDE END – End of pedestrian facility based on increasing postmile direction

(10) LATITUDE END – End of pedestrian facility based on increasing postmile direction

(11) POSTMILE BEGIN – Begin of pedestrian facility based on increasing postmile direction

(12) POSTMILE END – End of pedestrian facility based on increasing postmile direction

(13) PEDESTRIAN FACILITY TYPE – Type of pedestrian facilities installed at location (See below)

• Crossing Islands

• High Visibility Crosswalks

• Standard Crosswalks

• Curb Extensions

Exhibit A

• Sidewalks

• Pedestrian Activated Traffic Control Devices o Rectangular Rapid Flash Beacons (RRFB) o Pedestrian Hybrid Beacons

(14) COLOR TREATMENT – Field that indicates if there is a colorized treatment associated with a pedestrian facility (applies to crossings only - yellow for school crossings [CVC

21368]) as part of the asset.

(15) RELATIVE POSITION – Location of the pedestrian asset relative to the roadway

(a) Shoulder

(b) Median

(c) Crossing

(16) PHOTO – Provide a digital image of each pedestrian asset linked to the data set and geo-referenced for location. For continuous assets (sidewalks), photos should be taken at 50’ intervals.

(17) COLLECTION DATE – Date of pedestrian asset collection

(18) EDIT DATE – Date asset was last edited

(19) EDITOR – Username of last editor of record

(20) COMMENT – Any additional notes

(21) Datum epoch

(22) Network accuracy

(23) Contract ID number

Exhibit A

PEDESTRIAN FACILITIES TYPE EXAMPLES

1) Crossing Islands Pedestrian crossing islands are raised concrete structures located in the center of a street, either at intersections or midblock, to protect pedestrians crossing the roadway. A crosswalk may pass through the island, dividing it into sections (as shown in the photos below); however, for the contract, it should be considered as one asset.

Exhibit A

2) Crosswalks (High Visibility) The 2009 MUTCD allows for two basic types of crosswalk designs - traditional parallel lines, or a high-visibility crosswalk pattern, such as a ladder, continental design, or diagonal marking. The graphic below shows the four most common types of high-visibility crosswalks that may be present on the state highway.

Exhibit A

The graphic above shows four of the most common types of high-visibility crosswalks.

Exhibit A

3) Crosswalks (Standard) Standard crosswalks consist of solid white transverse lines marking both edges of the crosswalk.

This is the most common type of crosswalk striping seen on the state highway system.

Exhibit A

4) Curb Extensions (“Bulb-Outs”)

Curb extensions, also known as “bulb-outs”, extend the sidewalk or curb line out into the parking lane, which reduces street width and shortens crossing distance for pedestrians. Bulb-outs are most commonly seen at intersections and midblock crossings and may include landscaping and other features.

Exhibit A

5) Sidewalks

Exhibit A

6) Pedestrian Activated Control Devices

Rectangular Rapid Flashing Beacon (RRFB)/ Pedestrian hybrid beacon

Exhibit A

Exhibit A

D.7 BICYCLE FACILITIES

Identify the presence and location of all bicycle facilities within Caltrans ROW.

(1) BICYCLE ASSET ID UNIQUE IDENTIFIER - Unique ID assigned to each bicycle facility in the database. Each bicycle asset must be assigned a different numeric identification

(2) DISTRICT - Two-digit Caltrans District number denoting the location of the asset (see

Table 1)

(3) COUNTY - County abbreviation denoting the location of the asset (see Table 2)

(4) ROUTE - Numeric route designation (see APPENDIX B)

(5) DIRECTION – N, S, E, W.

The primary route direction is defined by the route…