Agenda packet — Redlands City Council, September 20, 2022 (part 1 of 2)

CITY OF REDLANDS

CITY COUNCIL

FINANCING AUTHORITY

A G E N D A S
SEPTEMBER 20, 2022

PAUL BARICH
Mayor

EDDIE TEJEDA
Mayor Pro Tempore

DENISE DAVIS
Council Member
JENNA

GUZMAN-LOWERY
Council Member

MICK GALLAGHER
Council Member
***

JEANNE DONALDSON
City Clerk

ROBERT DAWES
City Treasurer
CHARLES M. DUGGAN JR.

City Manager
YVETTE M. ABICH GARCIA
City Attorney
5:00 p.m. Open Public Meeting, Public Comment (Closed Session) 6:00 p.m. Open Session (Public Meeting)
* * *
City Council Chambers
Civic Center, 35 Cajon Street, Redlands, California
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A G E N D A
The following information comprises the agenda for the regular meetings of the City Council of the City of Redlands and the Redlands Financing Authority of the City of Redlands at the times noted below in the City Council Chambers, Civic Center, 35 Cajon Street, Redlands, California, on:

TUESDAY, SEPTEMBER 20, 2022
To join via Zoom on a computer, laptop, or smart device Please visit www.zoom.us, click on Join a Meeting
Enter the Meeting ID 824 4618 0187, then run the Zoom launcher To join via Zoom with audio only (cell phone or landline):

Dial 1-877-853-5247
Enter the Meeting ID 824 4618 0187
Should the City lose connectivity on Zoom, we will halt the meeting until it can be restored. To check on the status of remote connectivity in the event of an outage, go to the City’s website at www.cityofredlands.org or to the City’s Facebook page at @CityofRedlands or the Instagram page at @CityofRedlands_CityHall.

In the event the City cannot reestablish Zoom connectivity in a reasonable amount of time, the mayor will adjourn the meeting to a future date.

PLEASE NOTE: Anyone desiring to speak on an agendized item at this meeting may do so during the consideration of that item. Due to time constraints and the number of persons who may wish to give oral testimony, public comments will be limited to three (3) minutes.

To provide comment while participating from Council Chambers:

Although it is not required, speakers are encouraged to submit a "Speaker Sign Up Sheet" before the meeting is convened. Forms are available in the Office of the City Clerk or in Council Chambers.

After the meeting has convened, you may place the speaker form in the basket at the table along the north wall of the Chambers. Please do not disturb the City Clerk while the meeting is in progress.

To provide comment through Zoom (on a computer, laptop, or smart device):

Click the "Raise Hand" button and the moderator will unmute you when it is your turn to speak
To provide comment via audio only (cell phone or landline):

Dial *9 to "Raise Hand". The moderator will identify you by your area code and last 3 numbers of your telephone number when it is your turn to speak.

PLEASE SILENCE CELL PHONES, PAGERS AND OTHER ELECTRONIC

COMMUNICATION DEVICES UPON ENTERING THE CHAMBERS
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5:00 P.M.

A. Call City Council Meeting to Order
B. Public Comment
(Any person wishing to provide public comment on a closed session matter may do so at this time.)
C. Recess City Council Meeting to a Closed Session

1. Conference with labor negotiator - Government Code §54957.6 (Assistant City Manager McConnell)
Agency Negotiator: Laura Kalty, Liebert Cassidy Whitmore; Janice McConnell; Tommi Ng, Danielle Garcia
Employee
Organizations:

Redlands Association of Department Directors
Redlands Association of Management Employees
Redlands Association of Mid-Management Employees
Redlands Association of Safety Management
Employees
Redlands Association of Fire Management Employees
Redlands Police Officers Association
Redlands Professional Firefighters Association
Redlands Civilian Safety Employees
Teamsters Local 1932 Redlands Chapter

2. Conference with labor negotiator - Government Code §54957.6 (Assistant City Manager McConnell)
Agency Negotiators: Mayor Barich and Mayor Pro Tem Tejeda Unrepresented Employee: City Manager
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6:00 P.M.

D. Reconvene City Council Meeting
E. Invocation by Mayor Pro Tem Tejeda- Pledge of Allegiance (In keeping with long-standing traditions of legislative invocations, this City Council meeting may include a brief invocation. Such invocations are not intended to proselytize or advance any one, or to disparage any other, faith or belief. Neither the City nor the City Council endorses any particular religious belief or form of invocation.)
F. Closed Session Report
(No reportable action taken in closed session unless otherwise announced by the City Attorney at this time.)
G. Presentations

1. Redlands Pet Adoption (Redlands Animal Control)

2. Presentation of Proclamation declaring September 25, 2022 as Adult Literacy Day in the City of Redlands to Bill Hatfield, A.K. Smiley Public Library Board Of Trustees President; Diane Shimota, Adult Literacy Coordinator; Darcel Cannady, Volunteer; Briseiry Roque, Volunteer (Mayor Barich)
H. Public Comment - City Council
(At this time, the City Council will provide an opportunity for the public to address them on any subject, within the jurisdiction of the City Council, which is not already scheduled on this agenda. However, any matter that requires action will be referred to staff for a report and possible action at a subsequent meeting. Comments will be limited to three {3} minutes.) I. Consent Calendar
(The following routine items have been recommended for approval and will be acted upon simultaneously unless separate discussion and/or action is requested by a Councilmember or a member of the audience.)

1. Approve minutes of the September 6, 2022 regular meeting (City Clerk Donaldson)

2. Authorize issuance of a Proclamation declaring September 25, 2022 as Adult Literacy Day in the City of Redlands (Mayor Barich)

3. Adopt Resolution No. 8387 authorizing remote teleconference meetings by the Recycled Paper
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3. Adopt Resolution No. 8387 authorizing remote teleconference meetings by the City Council and all Boards, Commissions, and Committees of the City in accordance with Assembly Bill 361 (2021) for a period of 30 days (Council Member Davis)

4. Adopt Resolution No. 8372 Amending the Conflict of Interest Code for the City (Assistant City Manager McConnell)

5. Approve the Intergovernmental Purchase of Network Hardware from Presidio in the amount of $102,390, and an Additional Appropriation of the same from the General Fund's Unassigned Fund Balance (Management Services/Finance Director Garcia)

6. Approve the revised At-Grade Crossing Maintenance Agreement with the Southern California Regional Rail Authority (Municipal Utilities and Engineering Director Harris)

7. Approve the First Amendment to the Public Works Contract with Deark E&C, Inc. for the Orange Blossom Trail Phase 3 Project to extend the time for completion by one-hundred and ten (110) calendar days (Municipal Utilities and Engineering Director Harris)

8. Approve cancelling the existing purchase order with Safe Environment Engineering, and issuing a new purchase order with SKC-West, Inc. for an amount not to exceed $30,000 (Municipal Utilities and Engineering Director Harris)

9. Approve the First Amendment to the Public Works Contract with Baker Electric & Renewables LLC for the HSIP Cycle 8 Emergency Vehicle Preemption System Project to extend the time for completion by one hundred and fifteen (115) calendar days (Municipal Utilities and Engineering Director Harris)

10. Approve the agreement between the City of Redlands and the County of San Bernardino for use of their weapons firing range facilities for an amount not to exceed $20,000 (Police Chief Catren)

11. Approve the agreement between the City and the Department of Alcoholic Beverage Control (ABC) concerning the distribution of an Alcohol Policing Partnership (APP) grant in the amount of $24,790; the additional appropriation of $24,790 in grant funds to the Police Department; and authorize the Chief of Police to sign and execute any agreements concerning the grant (Police Chief Catren)

12. Approve the sole source purchase of a Leica Geosystems Laser Scanner and Software for the amount of $36,664.46 (Police Chief Catren)

13. Approve the request to close East San Bernardino Avenue for the Revel Big Recycled Paper
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13. Approve the request to close East San Bernardino Avenue for the Revel Big Bear Marathon event hosted by the Brooksee Foundation on November 11th and November 12th, 2022; authorize the request for the sale and consumption of alcoholic beverages on East San Bernardino Avenue at Dearborn Street during the Revel Big Bear Marathon to be held on November 12, 2022, and determine that the approval of the request is exempt from environmental review pursuant to Section 15061(b)(3) of the state’s guidelines implementing the California Environmental Quality Act (Assistant City Manager Boatman) J. Communications

1. Video Series: Working for You: Making Redlands a Better Place (Public Information Officer Baker)

2. Conference Report- 2022 League of California Cities Annual Conference and Expo (Council Member Davis)
K. New Business

1. Consideration to reprogram $343,776 in Community Development Block Grant (CDBG) funding from the Sylvan Park Restroom Project to the Joslyn Senior Center Rehabilitation Project (Development Services Director Desatnik) L. Individual Council Member Announcements and/or Reports on Activities
(No collective discussion or action.)
M. Adjournment
The next regular meeting of the City Council will be held on October 4, 2022.

N. Redlands Financing Authority

1. Call regular meeting of the Board of Directors of the Redlands Financing Authority to order

2. Public Comment - Redlands Financing Authority
(At this time, the Redlands Financing Authority will provide an opportunity for the public to address them on any subject, within its jurisdiction, which is not already scheduled on this agenda. However, any matter that requires action will be referred to staff for a report and possible action at a subsequent meeting. Comments will be limited to three {3} minutes.)

3. Approve the regular meeting minutes of May 17, 2022 (Secretary Donaldson)

4. Adjourn Redlands Financing Authority meeting
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4. Adjourn Redlands Financing Authority meeting
The next Redlands Financing Authority meeting will be held on January 17, 2023.

If you challenge any proposed development entitlement listed on this agenda in court, you may be limited to raising only those issues you or someone else raised at the public hearing described in this notice, or in written correspondence delivered to the City Council at or prior to this public hearing.

In compliance with the Americans with Disabilities Act, if you need special assistance to participate in this meeting, please contact Goutam Dobey, of the Municipal Utilities and Engineering Department at (909) 798-7584 ext 2. Notification 48 hours prior to the meeting will enable the City to make reasonable arrangements to ensure accessibility to this meeting.
(28 CFR 35.102-35.104 ADA Title II)
Any writings or documents distributed to a majority of the City Council regarding an open session agenda item less than 72 hours before this meeting are available for public inspection at the City Clerk's Office or at the dais of the City Clerk once the open session meeting begins.

Staff reports or other written documentation relating to items referred to on the agenda are available at the A. K. Smiley Public Library, 125 West Vine Street, Redlands, California, and on the City’s website referenced below.

Regular meetings are televised live on Redlands TV Channel 3 (Spectrum) and Channel 35 (Frontier) and re-broadcast at 7:00 P.M. the following Wednesday, Friday and Sunday; and at 9:00 A.M. Thursday, Saturday and Monday. Meetings are also streamed live and archived for later viewing on demand on the City’s website at www.cityofredlands.org. Agendas, staff reports and minutes of the City Council of the City of Redlands are available online at: www.cityofredlands.org.

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City Council/Financing Authority Meeting I. 1.

DATE: 09/20/2022
TO: Honorable Mayor and City Council Members
SUBJECT: Approve minutes of the September 6, 2022 regular meeting (City Clerk Donaldson)
MOTION:

I move to approve the minutes of the September 6, 2022 regular meeting.

Attachments
Minutes of the September 6, 2022 regular meeting.

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MINUTES
Regular meetings of the City Council and the Board of Directors of the Successor Agency of the former Redevelopment Agency of the City of Redlands held in the Council Chambers, Civic Center, 35 Cajon Street, on September 6, 2022 at 5:00 P.M.

Present: Paul Barich, Mayor
Eddie Tejeda, Mayor Pro Tempore
Denise Davis, Council Member
Jenna Guzman-Lowery, Council Member
Mick Gallagher, Council Member
Staff: Janice McConnell, Assistant City Manager; Yvette M. Abich Garcia, City Attorney; Robert Dawes, City Treasurer; Jeanne Donaldson, City Clerk; Chris Boatman, Assistant City Manager; Carl Baker, Public Information Officer; Chris Catren, Police Chief; Danielle Garcia, Management Services/Finance Director; Brian Desatnik, Development Services Director; John Harris, Municipal Utilities and Engineering Director; Rich Sessler, Fire Chief

Mayor Barich called the meeting to order and explained that comments could be presented in-person, via Zoom, via cell phone or landline. He offered the public an opportunity to provide comment on any item on the agenda for the closed session.

PUBLIC COMMENT
Stephen Rogers listed concerns that he said the Council should consider when reviewing the City Manager's performance. These included environmental documents for the Transit Village Specific Plan, qualifications of city engineering staff and the lasting effects of the policies of the former City Manager.

CLOSED SESSION
Due to ownership of property within 500 feet of the Grove School, Council Member Davis recused herself from this Closed Session Item, C-1.

Conference with real property negotiators - Government Code §54956.8 (Facilities and Community Services Director Boatman)
Property: APN 0292-166-08-0000
Agency Negotiators: Charles M. Duggan, Jr.; Chris Boatman Negotiating Party: Andrew Christopherson, The Grove School Under Negotiation: Terms of payment and price of possible lease amendment or purchase of City property
Conference with real property negotiators - Government Code §54956.8 CC_SA_September 6, 2022

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Conference with real property negotiators - Government Code §54956.8 (Assistant City Manager Boatman)
Property: Vacant Property; APN 0172-013-76-0000
Agency Negotiators: Charles M. Duggan, Jr. and Chris Boatman Negotiating Parties: Shahzad Farukhi and Keisha Baldeosingh Under Negotiation: Terms of payment and price of possible purchase of real property Conference with labor negotiator - Government Code §54957.6 (Assistant City Manager McConnell)
Agency Negotiators: Mayor Barich and Mayor Pro Tem Tejeda Unrepresented Employee: City Manager
RECONVENE CITY COUNCIL MEETING
The meeting reconvened at 6:14 P.M. with an invocation by Mayor Barich followed by the pledge of allegiance to the American flag.

CLOSED SESSION REPORT
City Attorney Abich Garcia announced the closed session report as follows:

C-1: Council Member Davis recused herself due to property ownership within 500 feet of the Grove School, with no reportable action taken. Closed Session C-2 and C-3, no reportable action taken.

PRESENTATIONS
Redlands Pet Adoption – Animal Control Officer Joseph Martinez, introduced “Charming”, a three-year-old male pitbull, who is available for adoption. Chaming has been living at the Shelter since November of 2021 and would love a good home. Mr. Martinez informed the Council that about twenty dogs had been adopted this month.

Police Department Certificate of Recognition
Mayor Barich presented a Certificate of Recognition to Detective Eric Strobaugh of the Redlands Police Department, for his outstanding public service and dedication to serving the community.

Proclamation Redlands a Purple Heart City
Mayor Barich presented a Proclamation designating the City of Redlands as a Purple Heart City to Raymond Wetzel, Adjutant for Chapter #2929 Military Order of the Purple Heart.

Proclamation 135th Anniversary Citrograph Printing
CC_SA_September 6, 2022

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Proclamation 135th Anniversary Citrograph Printing
Council Member Davis and Mayor Barich presented a Proclamation recognizing the 135th Anniversary of Citrograph Printing Co. to Al Hernandez and Ryan Bailey and thanked them for their commitment to excellence while serving the community.

PUBLIC COMMENT
TVSP Environmental Documents - Stephen Rogers reiterated his concerns with the City's General Plan and the environmental documents associated with the Transit Village Specific Plan. He was worried the City had not developed a strong vision to lead and protect the community into the future.

Dog Park - Kathy Havert suggested the Council consider adding protections for humans and dogs alike at the dog park, and she recommended shade sails and bubbling water features be installed. Paul Cashin complained the dog park was filthy and was not being maintained properly.

He added there were often no poop bags, the grass was kept too high, algae was growing in various spots and it was unsafe. He said the Council could consider raising funds to support the park, such as "pay to play", sponsorships, and donations.

Issues - Dennis Bell questioned the state-approved extension to rezone land related to the Housing Element, which he said was an invitation to do nothing. He suggested the Council consider appointing a committee, similar to the General Plan Committee, in order to accomplish the rezoning. He wondered why the current City Hall was undergoing some renovations when City staff would be moving into the new City Hall soon enough.

CONSENT CALENDAR
Minutes
On motion of Mayor Pro Tempore Eddie Tejeda, seconded by Council Member Denise Davis, the City Council unanimously approved, by roll call vote, the special meeting minutes of August 2, 2022, and August 4, 2022.

Vote: 5 - 0 Passed
Proclamation Redlands a Purple Heart City
On motion of Mayor Pro Tempore Eddie Tejeda, seconded by Council Member Denise Davis, the City Council unanimously approved, by roll call vote, the issuance of a Proclamation designating Redlands as a Purple Heart City.

Vote: 5 - 0 Passed
Proclamation Citrograph Printing Co.'s 135th Anniversary On motion of Mayor Pro Tempore Eddie Tejeda, seconded by Council Member Denise Davis, the CC_SA_September 6, 2022

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On motion of Mayor Pro Tempore Eddie Tejeda, seconded by Council Member Denise Davis, the City Council unanimously approved, by roll call vote, the issuance of a Proclamation celebrating Citrograph Printing Co.'s 135th Anniversary.

Vote: 5 - 0 Passed
Resolution No. 8386 Remote Teleconference Meetings
On motion of Mayor Pro Tempore Eddie Tejeda, seconded by Council Member Denise Davis, the City Council unanimously approved, by roll call vote, Resolution No. 8386 authorizing remote teleconference meetings by the City Council and all Boards, Commissions, and Committees of the City in accordance with Assembly Bill 361 (2021) for a period of 30 days.

Vote: 5 - 0 Passed
Ordinance No. 2942 Termination of Residential Tenancies On motion of Mayor Paul Barich, seconded by Mayor Pro Tempore Eddie Tejeda, the City Council adopted, by roll call vote, Ordinance No. 2942, adding Chapter 9.38 to Article 9 of the Redlands Municipal Code regulating the termination of residential tenancies due to demolition or substantial remodel.

Vote: 5 - 0 Passed
Settlement Agreement Disclosure
On motion of Mayor Pro Tempore Eddie Tejeda, seconded by Council Member Denise Davis, the City Council unanimously approved, by roll call vote, the public disclosure of details of a Settlement Agreement and Release of All Claims between the City of Redlands and Lissette Atkinson. Under the terms of the agreement, the City agrees to pay Ms. Atkinson the aggregate sum of $5,000.00 to settle and dispose of disputes and controversies associated with dealings between the parties with respect to a civil action pending in the San Bernardino County Superior Court, Court Case No. CIVSB2206157.

Vote: 5 - 0 Passed
Office of Traffic Safety Grant Award
As public comment, Dennis Bell thought the grant award was a waste of taxpayer's money because, in his estimation, the City was not enforcing the traffic laws.

On motion of Mayor Pro Tempore Eddie Tejeda, seconded by Council Member Denise Davis, the City Council unanimously approved, by roll call vote, the agreement with the Office of Traffic Safety relating to the distribution of a grant award in an amount not-to-exceed $130,000; authorized the Chief of Police to sign and execute agreements implementing the grant; and approved an additional appropriation of the same amount.

Vote: 5 - 0 Passed
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Ordinance No. 2933 Development Agreement "State Street Village" As public comment, Andy Hoder said the public may not be aware that the approved Development Agreement for State Street Village, the mixed-use development at the Redlands Mall, provided for a 5-story parking structure, and he claimed many residents were opposed to something that tall. Stephen Rogers thought the agreement was archaic, did not offer appropriate protections, was worried the City could lose federal funding sources, and he added that public improvements should be funded by the developer and not the City. Development Services Director Desatnik pointed out the 5-story parking structure proposed for State Street Village provides for one level, which is underground.

On motion of Mayor Pro Tempore Eddie Tejeda, seconded by Council Member Mick Gallagher, the City Council unanimously adopted, by roll call vote, Ordinance No. 2933, approving Development Agreement No. 25 for the "State Street Village" mixed use development project located at 101 Redlands Mall (APNs: 0171-251-06-0000, 0171-251-07-0000, 0171-251-08-0000, 0171-251-09-0000, 0171-251-10-0000) and the southeast corner of West Citrus Avenue and Eureka Street (APNs: 0171-251-06-0000, 0171-251-07-0000, 0171-251-08-0000, 0171-251-09-0000, 0171-251-10-0000) in the C-3, General Commercial zoning district.

Vote: 5 - 0 Passed
Outside Water Service Resolution No. 8376 Pre-Annexation Agreement On motion of Mayor Pro Tempore Eddie Tejeda, seconded by Council Member Denise Davis, the City Council unanimously approved, by roll call vote, Resolution No. 8376 relating to Pre-Annexation Agreement No.22-01 for the provision of water service to a vacant lot for irrigation purposes located at 2371 Naples Avenue (APN: 0298-301-33-0000); and determined that approval of the Resolution is exempt from environmental review pursuant to Sections 15319 and 15303(d) of the State's guidelines implementing the California Environmental Quality Act.

Vote: 5 - 0 Passed
Second Amendment Planning, Environmental, and Development Review Services On motion of Mayor Pro Tempore Eddie Tejeda, seconded by Council Member Denise Davis, the City Council unanimously approved, by roll call vote, the Second Amendment to the Professional Services Agreement with Michael Baker International to increase the original agreement from $149,990 by $150,000 to a total aggregate of $299,990 for professional planning, environmental, and development review services, to allow Development Services Department to continue to provide development review services to its customers as the recruitment process continues to fill multiple Department vacancies.

Vote: 5 - 0 Passed
Resolution No. 8382 Annexation No. 27 Intent to Annex Territory CFD 2004-1 On motion of Mayor Pro Tempore Eddie Tejeda, seconded by Council Member Denise Davis, the CC_SA_September 6, 2022

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On motion of Mayor Pro Tempore Eddie Tejeda, seconded by Council Member Denise Davis, the City Council unanimously approved, by roll call vote, Resolution No. 8382 Annexation No. 27 declaring intent to annex territory into Community Facilities District 2004-1; and determined that the proposed project is exempt from environmental review pursuant to Section 15061(b)(3) of the State's guidelines implementing the California Environmental Quality Act.

Vote: 5 - 0 Passed
WWTP Chemicals Price Increase
On motion of Mayor Pro Tempore Eddie Tejeda, seconded by Council Member Denise Davis, the City Council unanimously determined, by roll call vote, that approval of price increases for water and wastewater treatment plant chemicals, the appropriation of additional funds to purchase these chemicals, and the authorization of Municipal Utilities and Engineering Director John R. Harris authority to approve additional chemical price increases as needed, not to exceed 20%, are exempt from environmental review pursuant to Section 15061(b)(3) of the State guidelines implementing the California Environmental Quality Act; and approved the price increases for water and wastewater treatment plant chemicals, appropriate additional funds to purchase these chemicals, and authorize Municipal Utilities and Engineering Director John R. Harris authority to approve additional chemical price increases as needed, not to exceed 20%.

Vote: 5 - 0 Passed
Contract Award Hinckley Water Treatment Plant Roof Replacement On motion of Mayor Pro Tempore Eddie Tejeda, seconded by Council Member Denise Davis, the City Council unanimously determined, by roll call vote, that approval of a Public Works Contract with McDonnell Roofing, Inc. for the Hinckley Water Treatment Plant Roof Replacement Project is categorically exempt from environmental review pursuant to Section 15301(d) of the State's guidelines implementing the California Environmental Quality Act; approved the Public Works Contract with McDonnell Roofing, Inc. for the Hinckley Water Treatment Plant Roof Replacement Project for an amount not-to-exceed $118,003; and approved the additional appropriation of $118,003 for the Hinckley Water Treatment Plant Roof Replacement Project.

Vote: 5 - 0 Passed
Resolution No. 8380 Five-Year Capital Project Needs Analysis As public comment, Stephen Rogers questioned how the projects listed under the Five-Year Capital Project Needs Analysis were prioritized, and he urged the City to install a signal light at University Street and Park Avenue in connection with the Redlands Passenger Rail project.

Municipal Utilities and Engineering Director Harris explained he was aware of the signal request near University Station and his staff had been coordinating efforts with the PUC and planning for some sort of crosswalk to make this area safe for the public.

On motion of Mayor Pro Tempore Eddie Tejeda, seconded by Council Member Denise Davis, the CC_SA_September 6, 2022

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On motion of Mayor Pro Tempore Eddie Tejeda, seconded by Council Member Denise Davis, the City Council unanimously approved, by roll call vote, Resolution No. 8380 adopting a Five-Year Capital Project Needs Analysis for FY 23/24 through FY 27/28 and determining this action is exempt from environmental review pursuant to Section 15061(b)(3) of the State's guidelines implementing the California Environmental Quality Act.

Vote: 5 - 0 Passed
MUED Purchase Order Modifications
On motion of Mayor Pro Tempore Eddie Tejeda, seconded by Council Member Denise Davis, the City Council unanimously determined, by roll call vote, that approval of the Purchase Order modifications with Grainger Industrial Supply and HERC Rentals are exempt from environmental review pursuant to Section 15061(b)(3) of the State's guidelines implementing the California Environmental Quality Act; and approved Purchase Order modifications with Grainger Industrial Supply ($20,000.00) and HERC Rentals ($10,000.00).

Vote: 5 - 0 Passed
HSIP Cycle 8 Pedestrian Countdown Heads Project Contract Amendment On motion of Mayor Pro Tempore Eddie Tejeda, seconded by Council Member Denise Davis, the City Council unanimously approved, by roll call vote, the First Amendment to the Public Works Contract with Econolite Systems, Inc. for the HSIP Cycle 8 Pedestrian Countdown Heads Project to extend the time for completion by two hundred and seventy (270) calendar days.

Vote: 5 - 0 Passed
San Bernardino County MOU Homeless Services
On motion of Mayor Pro Tempore Eddie Tejeda, seconded by Council Member Denise Davis, the City Council unanimously approved, by roll call vote, the Memorandum of Understanding between the County of San Bernardino acting by and through the County of San Bernardino Community Revitalization Group Office of Homeless Services and the City of Redlands for Homeless Management Information System. The HMIS is a local database application used to collect client-level data and data on the provision of housing and services to homeless individuals and families and persons at risk of homelessness in the County.

Vote: 5 - 0 Passed
CRYROP MOU Second Amendment
On motion of Mayor Pro Tempore Eddie Tejeda, seconded by Council Member Denise Davis, the City Council unanimously determined, by roll call vote, that approval of the Second Amendment to the Memorandum of Understanding with Colton-Redlands-Yucaipa Regional Occupational Program for the provision of temporary staffing is exempt from environmental review pursuant to Section 15061(b)(3) of the State's guidelines implementing the California Environmental Quality Act; and approved the Second Amendment to the Memorandum of Understanding with Colton-Redlands-Yucaipa Regional Occupational Program for the provision of temporary staffing services to support the City's Recreation and Senior Services Divisions in an amount not-to-exceed CC_SA_September 6, 2022

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$40,000.

Vote: 5 - 0 Passed
PO Modification Unleaded & Diesel Fuel
On motion of Mayor Pro Tempore Eddie Tejeda, seconded by Council Member Denise Davis, the City Council unanimously approved, by roll call vote, a purchase order modification in the amount of $105,431.81 with Pinnacle Petroleum for delivery and supply of unleaded and diesel fuel.

Vote: 5 - 0 Passed
In-Kind Support Chamber Dog Jog Event
On motion of Mayor Pro Tempore Eddie Tejeda, seconded by Council Member Denise Davis, the City Council unanimously authorized, by roll call vote, the closure of E. State St., 9th St., Olive Ave., Center St., Brookside Ave. and Eureka St., from 9:00 a.m. to 2:00 p.m. on the event day; and approved the expenditure of city resources and in-kind support in the amount of $7,825 related to the Dog Jog event hosted by the Redlands Chamber of Commerce on October 22, 2022, within Ed Hales Park and the downtown area.

Vote: 5 - 0 Passed
2022 Library Gala Consumption of Alcoholic Beverages
On motion of Mayor Pro Tempore Eddie Tejeda, seconded by Council Member Denise Davis, the City Council unanimously determined, by roll call vote, that approval of the request for the consumption of alcoholic beverages within a City park during the 2022 Library Gala is exempt from environmental review pursuant to Section 15061(b)(3) of the State’s guidelines implementing the California Environmental Quality Act; and approved the request for the consumption of alcoholic beverages at Smiley Park during the 2022 Library Gala to be held on October 15, 2022.

Vote: 5 - 0 Passed
SBC Agreement Police Use of Force Trimester Training
On motion of Mayor Pro Tempore Eddie Tejeda, seconded by Council Member Denise Davis, the City Council unanimously approved, by roll call vote, the agreement between the City of Redlands and the County of San Bernardino for police use of force trimester training at a total cost not to exceed $80,040, to obtain mandated POST perishable skills training and firearms qualifications for its officers.

Vote: 5 - 0 Passed
NEW BUSINESS
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MOU for Standby Paramedic Services U of R Football Games Fire Chief Sessler presented a Memorandum of Understanding between the City of Redlands and the University of Redlands for the provision of standby paramedic services for home football games held at the University's stadium.

On motion of Mayor Pro Tempore Eddie Tejeda, seconded by Council Member Mick Gallagher, the City Council unanimously approved, by roll call vote, the Memorandum of Understanding with the University of Redlands for the provision of standby paramedic services during the 2022-2023 school year football games held at the University's stadium.

Vote: 5 - 0 Passed
Residential Refuse Bins Supply and Delivery
Assistant City Manager Boatman summarized the Assignment and Assumption Agreement between the City of Redlands, Otto Environmental Systems North America, Inc. and Duramax Holdings LLC, to revise the Contractor's business name and contact information as it relates to the supply and delivery of residential refuse bins.

On motion of Mayor Pro Tempore Eddie Tejeda, seconded by Council Member Denise Davis, the City Council unanimously approved, by roll call vote, an Assignment and Assumption Agreement between the City of Redlands, Otto Environmental Systems North America, Inc. and Duramax Holdings LLC, for supply and delivery of residential refuse bins.

Vote: 5 - 0 Passed
Downtown Parking Study Agreement
Development Services Director Desatnik offered details of the agreement with Walker Consultants, Inc. for the completion of a Downtown Parking Study and explained the last downtown parking study was prepared in-house about five years ago. The scope of work included in the new proposal provided for inventory and mapping of existing parking facilities; parking utilization analysis; parking management recommendations; strategies to improve utilization; and opportunities for new parking facilities. As public comment, Dennis Bell wondered if the public scoping meetings would be open, transparent and encourage public participation. Evan Sanford, representing the Chamber of Commerce, stressed the importance of considering all the many variables affecting parking downtown and requested the City develop a strong public awareness campaign, with a detailed plan of action. He looked forward to being involved in the process.

On motion of Mayor Pro Tempore Eddie Tejeda, seconded by Council Member Denise Davis, the City Council unanimously approved, by roll call vote, the agreement with Walker Consultants, Inc. for the completion of a Downtown Parking Study for an amount not-to-exceed $121,560.

Vote: 5 - 0 Passed
CC_SA_September 6, 2022

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Redlands Regular Meeting of 09-20-2022 17 of 359
Wastewater Bio-Solids Hauling and Disposal
Municipal Utilities and Engineering Department Director Harris reviewed the Non-Professional Services Agreement with Synagro-WWT, Inc. for wastewater bio-solids hauling and disposal.

On motion of Mayor Pro Tempore Eddie Tejeda, seconded by Council Member Mick Gallagher, the City Council unanimously determined, by roll call vote, that approval of the Non-Professional Services Agreement with Synagro-WWT, Inc. is exempt from environmental review pursuant to Section 15061(b)(3) of the State's guidelines implementing the California Environmental Quality Act; and approved the Non-Professional Services Agreement with Synagro-WWT, Inc. for wastewater bio-solids hauling and disposal with an initial one (1) year term value not-to-exceed $350,000 with options to extend for two (2) additional years.

Vote: 5 - 0 Passed
Plumbers Depot Jet/Vac Truck Purchase
Municipal Utilities and Engineering Director Harris provided background on the need for a 2023 GapVax MC1510-3S3S combination Jet/Vac truck purchase from Plumbers Depot, Inc. This purchase will allow city crews to perform preventative maintenance and clean storm drains in advance of a storm but also be an effective tool in emergency situations.

On motion of Mayor Pro Tempore Eddie Tejeda, seconded by Council Member Mick Gallagher, the City Council unanimously approved, by roll call vote, a 2023 GapVax MC1510-3S3S combination Jet/Vac truck purchase from Plumbers Depot, Inc. for $657,806.09.

Vote: 5 - 0 Passed
Stronger Together Now Latina Love Fest Temporary Closure Request Assistant City Manager Boatman introduced the request for commercial vendors and the temporary closure of 5th Street for the Stronger Together Now Latina Love Fest within Ed Hales Park on October 8, 2022. The event is intended to bring the community together to celebrate Latinas and their contributions to the City with an awareness on women and domestic abuse.

On motion of Mayor Pro Tempore Eddie Tejeda, seconded by Council Member Denise Davis, the City Council unanimously determined, by roll call vote, that the event is categorically exempt from environmental review pursuant to Section 15061 (b)(3) of the state's guidelines implementing the California Environmental Quality Act; approved commercial vendors and the temporary closure of 5th Street for the Stronger Together Now Latina Love Fest within Ed Hales Park on October 8, 2022.

Vote: 5 - 0 Passed
CC_SA_September 6, 2022

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Redlands Regular Meeting of 09-20-2022 18 of 359
Agreement for City-Owned Citrus Groves Maintenance and Harvest Assistant City Manager Boatman presented the agreement with Larry Jacinto Farming, Inc., for the care, maintenance and harvest of city-owned citrus groves. He explained the City maintains the groves using internal staff, while this agreement would provide for supplemental specialized contractual services, such as rodent control, brown rot and frost control, hedging and topping, brush chopping, trip spray, ACP Treatment, and PCA reporting. As public comment, Dennis Bell expressed concerns about the availability of water supplies and the irrigation of citrus groves in the future. Andy Hoder pointed out it was noteworthy that only one contractor responded to the bid request, and he said the orange groves in Redlands were a symbol of a bygone era. He thought that once the citrus groves were no longer profitable, the City would need to make tough decisions to justify their continued operations.

On motion of Mayor Pro Tempore Eddie Tejeda, seconded by Council Member Mick Gallagher, the City Council unanimously approved, by roll call vote, the agreement with Larry Jacinto Farming, Inc., for the care, maintenance and harvest of city-owned citrus groves for an amount not-to-exceed $1,017,900 for a period of three years.

Vote: 5 - 0 Passed
COUNCIL MEMBER ANNOUNCEMENTS AND ACTIVITIES
Mayor Barich enjoyed attending an event celebrating 75 years of the independence of India.

Council Member Davis announced September 15, 2022 was the deadline for Redlands high school students to apply to the Youth Council. This will be the second year of the program, initiated to expose students to various aspects of municipal government and provide them with an outlet for advocacy.

ADJOURNMENT

There being no further action required, the meeting adjourned at 7:37 P.M. The next regular meeting of the City of Redlands City Council will be held on September 20, 2022.

SUCCESSOR AGENCY OF THE FORMER REDEVELOPMENT AGENCY OF THE CITY OF REDLANDS
Chairman Barich called the meeting to order and offered anyone present the opportunity to address the Board on any subject, not already on the agenda, within the jurisdiction of the Successor Agency.

PUBLIC COMMENT
None forthcoming
Minutes
CC_SA_September 6, 2022

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Redlands Regular Meeting of 09-20-2022 19 of 359
On motion of Vice Chair Tejeda, seconded by Board Member Davis, the minutes of the regular meeting of July 5, 2022, were unanimously approved by roll call vote.

Vote: 5 - 0 Passed

ADJOURNMENT

There being no further business, the Successor Agency Board of Directors' meeting was adjourned at 7:38 P.M. The next regular meeting of the Agency will be held on October 4, 2022.

CC_SA_September 6, 2022

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Redlands Regular Meeting of 09-20-2022 20 of 359
City Council/Financing Authority Meeting I. 2.

DATE: 09/20/2022
TO: Honorable Mayor and City Council Members
SUBJECT: Authorize issuance of a Proclamation declaring September 25, 2022 as Adult Literacy Day in the City of Redlands (Mayor Barich) MOTION:

I move to authorize the issuance of a Proclamation declaring September 25, 2022, as Adult Literacy Day in the City of Redlands.

SUBMITTED BY:

Jennifer Macias, Management Analyst
REVIEWED BY:

Charles M. Duggan, Jr., City Manager
Janice McConnell, Assistant City Manager
Attachments
Proclamation - Adult Literacy Day
Redlands Regular Meeting of 09-20-2022 21 of 359
Redlands Regular Meeting of 09-20-2022 22 of 359
City Council/Financing Authority Meeting I. 3.

DATE: 09/20/2022
TO: Honorable Mayor and City Council Members
SUBJECT: Adopt Resolution No. 8387 authorizing remote teleconference meetings by the City Council and all Boards, Commissions, and Committees of the City in accordance with Assembly Bill 361 (2021) for a period of 30 days (Council Member Davis)
MOTION:

I move to adopt Resolution No. 8387.

DISCUSSION:

On September 6, 2022, the City Council adopted Resolution No. 8386 authorizing remote teleconference meetings by the City Council and all Boards, Commissions, and Committees of the City in accordance with Assembly Bill 361 (2021) for a period of 30 days ending October 5, 2022. AB 361, signed into law on September 16, 2021, amends Government Code Section 54953 to provide the authority and specific requirements for public agencies to hold virtual meetings during a proclaimed state of emergency and remain in compliance with the Brown Act.

In accordance with Government Code Section 54953 (e)(3), the City Council must review the need and make findings for continuing the teleconferencing as authorized by AB 361 at least once every thirty days until the Governor terminates the state of emergency. With the adoption of Resolution No. 8384, the City Council is reaffirming its findings and compliance with AB 361 for an additional 30 days ending October 19, 2022.

SUBMITTED BY:

Council Member Denise Davis
Redlands Regular Meeting of 09-20-2022 23 of 359
Attachments
Reso. 8387 Teleconference Meeting
Redlands Regular Meeting of 09-20-2022 24 of 359
RESOLUTION NO.8387

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF REDLANDS

AUTHORIZING REMOTE TELECONFERENCE MEETINGS BY THE CITY

COUNCIL AND ALL BOARDS, COMMISSIONS, AND COMMITTEES OF THE CITY IN ACCORDANCE WITH ASSEMBLY BILL 361 (2021) FOR A PERIOD

OF THIRTY DAYS
WHEREAS, COVID-19 (also known as the “Coronavirus Disease”) is a respiratory disease that hasspread acrossthe globe, with thousands of confirmed casesin California, including within the City of Redlands (“City”); and
WHEREAS, on January 31, 2020, the United States Secretary of Health and Human Services declared a public health emergency based on the threat caused by COVID-19, and the President of the United States issued a proclamation declaring a national emergency concerning COVID-19 beginning March 1, 2020; and
WHEREAS, in response to COVID-19, the Governor of the State of California issued a proclamation of a state of emergency on March 4, 2020; and WHEREAS, the City Council of the City adopted a proclamation of a local emergency related to the COVID-19 virus on March 17, 2020; and
WHEREAS, the City is committed to preserving and fostering public access, transparency, observation, and participation in meetings of the City Council and City boards, commissions, and committees(hereafter collectively referred to as “legislative bodies;”) and WHEREAS, all meetings of the City Council and legislative bodies are open and public as required by the Ralph M. Brown Act (“Brown Act”) (Government Code section 54950 et seq.), so that any member of the public may attend, observe, and participate in a meaningful way; and
WHEREAS, Government Code section 54953(b)(3) of the Brown Act allows a local legislative body to hold public meetings by teleconference and to make public meetings accessible telephonically or otherwise electronically to all members of the public seeking to attend and to address the local legislative body, as long as the following requirements are met:

1. Each teleconference location from which a member is participating is noticed on the agenda;

2. Each teleconference location is accessible to the public;

3. Members of the publicmust be able to addressthe body at each teleconference location;

4. At least one member of the legislative body must be physically present at the location specified in the meeting agenda; and

5. During teleconference meetings, at least a quorum of the members of the local body must participate from locations within the local body’s territorial jurisdiction; and
Redlands Regular Meeting of 09-20-2022 25 of 359
WHEREAS, the Brown Act, as amended by AB 361 (2021), at Government Code section 54953(e), allows for remote observation and participation in meetings by members of a legislative body and members of the public without compliance with the requirements of Government Code section 54953(b)(3), subject to certain conditions; and WHEREAS, the initial required condition of Government Code section 54953(b)(3) is a declaration of a state of emergency by the Governor pursuant to the California Emergency Services Act at Government Code section 8625, proclaiming the existence of conditions of disaster or of extreme peril to the safety of persons and property within the state and within the boundaries of the City, caused by conditions as described in Government Code section 8558; and WHEREAS, the Governor’s proclamation of a state of emergency includes area within the jurisdictional boundaries of the City; and
WHEREAS, Government Code section 54953(e)(3)(A-B), added by AB 361, provides an alternative to having public meetings in accordance with Government Code Section 54953(b)(3) when the City Council has reconsidered the circumstances of the COVID-19 state of emergency and that the following circumstances exist:

1. The state of emergency as a result of COVID-19 continuesto directly impact the ability of the members of City Council and the members of the City’s boards, commissions, and committees to meet safely in person; and

2. The State of California and the County of San Bernardino continue to recommend measures to promote social distancing; and
WHEREAS, Government Code Section 54953(e) further requires that state or local officials have imposed, or recommended, measures to promote social distancing, or the legislative body finds that meeting in person would present an imminent risk to the health or safety of attendees; and
WHEREAS, such conditions now exist in the City in that (i) state and local officials do recommend social distancing measures, and (ii) emergency conditions evidenced by COVID-19 and its variants create ongoing COVID-19 cases, hospitalizations, and deaths, such that meeting in person would present imminent risk to health or safety of attendees; and WHEREAS, the City Council affirms that it will allow for observation and participation by City Council members as well as board, commission, and committee members and the public, via Zoom, or other appropriate technology, in an effort to protect the constitutional and statutory rights of all attendees; and
WHEREAS, Government Code Section 54953 (e)(3) further requires that the City Council review the need and make findings for continuing the teleconferencing as authorized by AB 361 at least once every thirty days until the Governor terminates the state of emergency; Redlands Regular Meeting of 09-20-2022 26 of 359

NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF REDLANDS HEREBY RESOLVES AS FOLLOWS:

Section 1. The above recitals are true and correct and are incorporated herein by this reference.

Section 2. The City Council finds that the state of emergency conditions related to COVID-19 as set forth in the Governor’s and City’s proclamations of emergency are on-going.

Section 3. The City Council further finds that State and county officials recommend social distancing conditions causing imminent risk to attendees as described above exist.

Section 4. The City Council hereby recognizes and affirms the existence and conditions of a state of emergency as proclaimed by the Governor, and the City, and affirms, authorizes, and proclaims the existence of a local emergency throughout the City.

Section 5. The City Council finds that the state of emergency as a result of COVID-19 continues to directly impact the ability of members of the City Council and the members of the City’s b oards, c ommissions, and committees to meet safely in person and such fact creates an imminent health risk to such members.

Section 6. The City Council hereby authorizes the City Council, and all of the boards, commissions, and committees of the City, to conduct their meetings without compliance with Government Code section 54953(b)(3), and to instead comply with the remote meeting requirements as authorized by Government Code section 54953(e).

Section 7. The City Manager and City Clerk are authorized and directed to take all actions reasonably necessary to carry out the intent and purpose of this Resolution, including, conducting open and public meetings remotely in accordance with Government Code section 54953(e), and other applicable provisions of the Brown Act, for all City Council meetings, and all boards, commissions, and committee meetings of the City.

Section 8. This Resolution shall take effect immediately upon its adoption and shall be effective until either (i) October 19, 2022, or (ii) such time as the City Council adopts a Subsequent Resolution in accordance with Government Code section 54953(e)(3) to extend the time during which the City Council and all City legislative bodies may continue to meet remotely, without compliance with Government Code section 54953(b)(3), but otherwise as permitted by Government Code section 54953(e).

ADOPTED, SIGNED AND APPROVED this 20th day of September 2022. ________________________
ATTEST: Paul T. Barich, Mayor
____________________________
Jeanne Donaldson, City Clerk
Redlands Regular Meeting of 09-20-2022 27 of 359
I, Jeanne Donaldson, City Clerk of the City of Redlands, hereby certify that the foregoing resolution was duly adopted by the City Council at a special meeting thereof held on the 23rd day of August 2022.

AYES:

NOES:

ABSENT:

ABSTAIN:
______________________________
Jeanne Donaldson, City Clerk
Redlands Regular Meeting of 09-20-2022 28 of 359
City Council/Financing Authority Meeting I. 4.

DATE: 09/20/2022
TO: Honorable Mayor and City Council Members
SUBJECT: Adopt Resolution No. 8372 Amending the Conflict of Interest Code for the City (Assistant City Manager McConnell)
MOTION:

If the City Council determines that staff's recommendation is appropriate, the following motion is provided:

I move to adopt Resolution No. 8372 and acknowledge that this City Council has reviewed its Conflict of Interest Code and finds that the following amendments are necessary: (1) Include new positions that must be designated and (2) Delete positions that no longer make or participate in governmental decisions.

RECOMMENDATION:

Staff recommends that the City Council approve Resolution No. 8372 amending the Conflict of Interest Code for the City and acknowledge that this City Council has reviewed its Conflict of Interest Code and finds that the following amendments are necessary: (1) Include new positions that must be designated and (2) Delete positions that no longer make or participate in governmental decisions.

DISCUSSION:

Government Code Section 87306.5 requires the review of every public agency’s Conflict of Interest Code in each even-numbered year and submission to the City Council of a statement regarding that review. Staff has reviewed the City’s Conflict of Interest Code and finds that amendments are necessary. These amendments include revising the Designated Positions to accurately reflect the relevant classifications currently in place as of the City's most recent Salary Resolution No. 8352 effective July 11, 2022, in addition to minor language revisions to reflect the renumbering of the Fair Political Practices Commission (FPPC) regulations referenced within the Conflicts of Interest Code due to recent Redlands Regular Meeting of 09-20-2022 29 of 359
(FPPC) regulations referenced within the Conflicts of Interest Code due to recent changes made by the FPPC.

SUBMITTED BY:

Janice McConnell, Assistant City Manager
RECOMMENDED BY:

Charles M. Duggan, Jr., City Manager
REVIEWED BY:

Yvette M. Abich Garcia, City Attorney
Tommi Ng, Assistant Human Resources / Risk Management Director Attachments
Resolution No. 8372
Redlands Regular Meeting of 09-20-2022 30 of 359
RESOLUTION NO. 8372

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF REDLANDS

AMENDING ITS CONFLICT OF INTEREST CODE PURSUANT TO THE
POLITICAL REFORM ACT OF 1974, INCLUDING THOSE CITY DESIGNATED

EMPLOYEES IN THEIR CAPACITY AS STAFF FOR THE SUCCESSOR

AGENCY TO THE FORMER REDEVELOPMENT AGENCY OF THE CITY OF REDLANDS AND RESCINDING RESOLUTION NO. 8129
WHEREAS, the Legislature of the State of California enacted the Political Reform Act of 1974, Government Code section 81000 et seq. (the “Act”), which contains provisions relating to conflicts of interest which potentially affect all officers, employees, and consultants of the City of Redlands (the “City”), and requires all public agencies to adopt and promulgate a Conflict of Interest Code; and
WHEREAS, the City adopted a Conflict of Interest Code pursuant to the Political Reform Act of 1974 by Resolution No. 3290 on October 5, 1976; and WHEREAS, the City has amended its Conflict of Interest Code periodically as mandated by law and as deemed necessary by the City Council of the City (this “City Council”); and WHEREAS, this City Council last amended its Conflict of Interest Code by Resolution No. 8129 on September 1, 2020; and
WHEREAS, this City Council wishes to update its Conflict of Interest Code to identify the current designated City employees and consultants that are subject to the Conflict of Interest Code; and
WHEREAS, on November 1, 2011, this City Council approved Resolution No. 7089 electing to serve as the successor agency (“Successor Agency”), pursuant to AB X1 26, to the former Redevelopment Agency of the City of Redlands; and WHEREAS, this City Council, for purposes of carrying out its role as Successor Agency, has amended the City’s Conflict of Interest Code, including those current designated City employees and consultants serving in the capacity as staff to the Successor Agency, and consultants, that are subject to the City’s Conflict of Interest Code; NOW, THEREFORE, be it resolved by the City Council of the City of Redlands that the Conflict of Interest Code as set forth in Resolution No. 8129 is hereby rescinded in its entirety and replaced with the Conflict of Interest Code, attached as Exhibit “1,” which is hereby adopted for the City of Redlands in its capacity as Successor Agency to the former Redevelopment Agency of the City of Redlands.

Redlands Regular Meeting of 09-20-2022 31 of 359
ADOPTED AND APPROVED this 20th day of September, 2022.

Paul T. Barich, Mayor
ATTEST:

Jeanne Donaldson, City Clerk
Redlands Regular Meeting of 09-20-2022 32 of 359
I, Jeanne Donaldson, City Clerk of the City of Redlands, hereby certify that the foregoing Resolution No. 8372 was duly adopted by the City Council at a regular meeting thereof, held on the 20th day of September, 2022, by the following vote:

AYES:

NOES:

ABSENT:

ABSTAIN:

Jeanne Donaldson, City Clerk
Redlands Regular Meeting of 09-20-2022 33 of 359
EXHIBIT “1”

CITY OF REDLANDS AND THE SUCCESSOR AGENCY TO THE FORMER

REDEVELOPMENT AGENCY OF THE CITY OF REDLANDS

CONFLICT OF INTEREST CODE
Adopted: October 5, 1976
Last Amended: September 20, 2022
Redlands Regular Meeting of 09-20-2022 34 of 359

TABLE OF CONTENTS
A. Purpose/Incorporation by Reference

1. Statement of Purpose ........................................................................................ 3

2. Incorporation by Reference .............................................................................. 3 B. Definition of Terms ................................................................................................. 3 C. Disclosure Statements

1. Designated Employees ..................................................................................... 4

2. Disclosure Requirements .................................................................................. 4

3. Statements of Economic Interests: Time of Filing Statements; Contents Thereof .............................................................................................. 4

4. Statement for Persons who Resign 30 Days after Appointment ...................... 4

5. Place of Filing Statements ................................................................................ 4

6. Forms for Statements........................................................................................ 4 D. Manner of Reporting ............................................................................................... 5 E Disqualification ....................................................................................................... 5 F. Opinions of the Commission and Counsel

1. Request for Opinion and Reliance ................................................................... 5

2. Evidence of Good Faith .................................................................................... 5 G. Legislative or Judicial Amendments ....................................................................... 6 H. Force and Effect of Code ........................................................................................ 6 Exhibit “A” - Designated Positions .................................................................................... 7 Exhibit “B” - Disclosure Categories ................................................................................... 9

ADDENDUM
Reference Definitions ........................................................................................... 10 Redlands Regular Meeting of 09-20-2022 35 of 359

CONFLICT OF INTEREST CODE
OF THE

CITY OF REDLANDS, AND OF THE SUCCESSOR AGENCY TO THE FORMER

REDEVELOPMENT AGENCY OF THE CITY OF REDLANDS
A. Purpose/Incorporation by Reference.

1. Statement of Purpose. It is the purpose of this Code to provide for the disclosure of designated employee assets and income which may be materially affected by such employees’ official actions, and, in appropriate circumstances, to provide that designated employees should be disqualified from acting in order that conflicts of interest may be avoided. Nothing contained herein is intended to modify or abridge the provisions of the Political Reform Act of 1974 (Government Code section 81000, et seq.) (the “Act”).

2. Incorporation by Reference. The Act requires state and local government agencies to adopt and promulgate conflict of interest codes. The Fair Political Practices Commission has adopted regulations (2 Cal. Code of Regs., section 18730, et seq.) which contain the terms of a standard conflict of interest code, and which can be incorporated by reference in an agency’s code.

After public notice and hearing, the agency’s conflict of interest code may be amended by the Fair Political Practices Commission to conform to amendments in the Political Reform Act. Therefore, the provisions of 2 California Code of Regulations section 18730, et seq., and any amendments to them duly adopted by the Fair Political Practices Commission, are hereby incorporated by reference. These regulations, and the attached Appendix designating officials and employees and establishing disclosure categories, shall constitute the Conflict of Interest Code of the City of Redlands (“City”).

3. Public Availability. Designated employees shall file their statements with the City, which will then make the statements available for public inspection and reproduction (Government Code section 81008). Statements for designated employees will be retained by the City.

B. Definition of Terms. This Conflict of Interest Code contains a number of key terms, such as "designated employee," "interests in real property within the jurisdiction," "investments in business entities," "income," and decisions "made" or "participated in" by a designated employee, which are defined in the Act and the regulations of the Fair Political Practices Commission (2 Cal.

Code of Regs., section 18110, et seq.). These definitions and regulations, and any amendments to the Act or regulations, are incorporated by reference into this Conflict of Interest Code. Summaries of certain definitions are contained in the attached Addendum, which is provided for convenience of reference only, and are not a part of this Conflict of Interest Code. The definitions of key terms contained in the Act or the regulations are amended and changed from time to time. The summaries of definitions contained in the Addendum will be updated accordingly on a periodic basis.

Redlands Regular Meeting of 09-20-2022 36 of 359
C. Disclosure Statements.

1. Designated Employees. The persons holding positions listed in Exhibit "A" of the Appendix of this Conflict of Interest Code are "designated employees." It has been determined that these officers and employees make or participate in the making of decisions which may foreseeably have a material effect on financial interests.

2. Disclosure Requirements. Each designated employee shall file an annual statement disclosing interests in real property within the City’s jurisdiction, investments in business entities, business positions held or received during the previous calendar year, and income or sources of income which might foreseeably be affected materially by the operations of the City. The City has determined that it is foreseeable that the types of investments, interests in real property, business positions held or received during the previous calendar year, and income, and sources of income listed in Exhibit "B" of the Appendix may be affected materially by decisions made or participated in by the designated employee by virtue of his or her position, and are reportable if held by the designated employee.

3. Statements of Economic Interests: Time of Filing Statements; ContentsThereof. (a) Initial Statements. All designated employees employed on the effective date of this Conflict of Interest Code, as originally adopted, promulgated and approved by the City Council, shall file statements within thirty (30) days after the effective date of this Conflict of Interest Code.

Thereafter, each person already in a position when it is designated by an amendment to this Conflict of Interest Code shall file an initial statement within thirty (30) days after the effective date of the amendment. Initial statements shall disclose any reportable investments, interests in real property, income and business positions held or received during the twelve (12) months prior to the effective date of this Conflict of InterestCode. (b) Assuming Office Statements. All new designated employees who are appointed, promoted or transferred to a designated position after the effective date of this Conflict of Interest Code shall file statements within thirty (30) days after assuming the designated position, disclosing any reportable income, investments, interests in real property and business positions held or received during the twelve (12) months prior to the date of assuming office. (c) Annual Statements. Annual statements shall be filed by all designated employees on or before April 1 of each year, disclosing any reportable investments, interests in real property, income and business positions held or received in the period since the closing date of the employee's previously filed statement and December 31.
(d) Leaving Office Statements. Every designated employee who leaves office and does not assume another designated position for the City shall file a statement within thirty (30) days after leaving office disclosing any reportable investments, interests in real property, income Redlands Regular Meeting of 09-20-2022 37 of 359
and business positions held or received during the period since the last previous statement was filed.
(e) Candidates' Statements. Candidates for election to City positions shall file a statement no later than the final date for filing Declarations of Candidacy, disclosing reportable investments and interests in real property held on the final date for filing Declarations of Candidacy. This subsection shall not apply to candidates who filed statements with the City within the previous twelve (12) months under subsections (a), (b) or (c) of this Section.

4. Statement for Persons who Resign 30 Days after Appointment. Persons who resign within thirty (30) days of initial appointment are not deemed to have assumed office or left office provided they did not make or participate in the making of, or use their position to influence any decision and did not receive or become entitled to receive any form of payment as a result of their appointment. Such persons shall not file either an assuming or leaving office statement.

5. Place of Filing Statements. All designated employees required to submit a statement of economic interests shall file the original with the City Clerk. The City Clerk shall make and retain a copy of all statements filed by members of and candidates for the City Council of the City of Redlands, the City Manager and City officials who manage public investments, and the City Attorney, and forward the original of each such statement to the Fair Political Practices Commission (“FPPC”). The City Clerk shall retain the originals of the statements of all other designated employees.

6. Forms for Statements. Forms for filing disclosure statements will be made available by the City Clerk, and will adhere to the forms prescribed by the FPPC.

D. Manner of Reporting. The designated employee shall report all economic interests as required under California Code of Regulations section 18730.

E. Disqualification. Designated employees must disqualify themselves as required pursuant to California Code of Regulations section 18730 (section 9).

F. Opinions of the Commission and Counsel.

1. Request for Opinion and Reliance. Any designated employee who is unsure of any duty, right, or privilege of participation in any matter under this Code or under the provisions of the Act may request a formal opinion or letter of advice from the FPPC, or an opinion from the City Attorney, provided that nothing in this Conflict of Interest Code requires the City Attorney to issue any formal or informal opinion.

2. Evidence of Good Faith. If an opinion or a letter of advice is rendered by the FPPC stating in full the facts and law upon which the opinion is based, compliance therewith by the designated employee is evidence of good faith in any criminal proceeding and is a presumption affecting the burden of proof of any civil proceeding brought under the Act or this Conflict of Interest Code. The designated employee's good faith compliance with such opinion shall also Redlands Regular Meeting of 09-20-2022 38 of 359
constitute a complete defense to any disciplinary action brought by the authority under section 91000 et seq. of the Act or this Conflict of Interest Code.

G. Legislative or Judicial Amendments. All amendments or changes to the provisions of the Act, occurring as the result of legislative amendment or judicial decision, shall automatically and immediately be incorporated into this Conflict of Interest Code and this Conflict of Interest Code shall, without further action, thereupon be deemed amended and changed to reflect such legislative or judicial amendment or decision.

H. Force and Effect of Code. This Conflict of Interest Code has the force and effect of law.

Designated employees violating any provision of this Conflict of Interest Code are subject to the administrative, criminal and civil sanctions provided by the Act.

Redlands Regular Meeting of 09-20-2022 39 of 359
EXHIBIT “A”

DESIGNATED POSITIONS
The Mayor, Members of the City Council, Board Members of the Successor Agency, the City Manager, the Executive Director of the Successor Agency, and other City officials who manage public investments, and the City Attorney, are included in and governed by this Conflict of Interest Code only with respect to its disqualification provisions. For purpose of disclosure, the Mayor, members of the City Council and Board Members of the Successor Agency, Planning Commissioners, the City Manager, the Executive Director of the Successor Agency, City Attorney, City Treasurer, and the City officials who make public investments are governed by the statutory conflicts of interest provisions of Article 2 of Chapter 7 of the Political Reform Act of 1974 (Government Code section 87200, et seq.).

DESIGNATED EMPLOYEE’S TITLE OR

FUNCTION

DISCLOSURE CATEGORIES

ASSIGNED
CITY CLERK’S OFFCE
City Clerk All Disclosure Categories (1-7)
CITY MANAGER’S OFFICE
Assistant City Manager All Disclosure Categories (1-7)
Project Manager Disclosure Categories (1,3,5,7)
Grants Coordinator Disclosure Categories (1,3,5,7)
Management Analyst All Disclosure Categories (1-7)
Administrative Analyst Disclosure Categories (1,3,5,7)
Public Information Officer All Disclosure Categories (1-7) Multimedia Production Officer Disclosure Categories (1,3,5,7) Procurement Manager All Disclosure Categories (1-7)

DEVELOPMENT SERVICES
Development Services Director All Disclosure Categories (1-7) Management Analyst All Disclosure Categories (1-7)
Administrative Analyst Disclosure Categories (1,3,5-7)
One Stop Permit Center Manager All Disclosure Categories (1-7) Asst/Assoc/Civil/Sr. Civil Disclosure Categories (1,3,5-7) Chief Building Official All Disclosure Categories (1-7) Sr. Plans Examiner Disclosure Categories (1,3,5-7)
Economic Development Manager All Disclosure Categories (1-7) City Planner All Disclosure Categories (1-7)
Principal Planner Disclosure Categories (1,3,5-7)
Senior Planner Disclosure Categories (1,3,5-7)
FIRE
Fire Chief All Disclosure Categories (1-7)
Fire Marshal All Disclosure Categories (1-7)
Deputy Fire Chief All Disclosure Categories (1-7)
Deputy Fire Marshal All Disclosure Categories (1-7)
Battalion Chief Disclosure Categories (1-3, 5-7)
EMS Coordinator Disclosure Categories (1,3,5-7)
Redlands Regular Meeting of 09-20-2022 40 of 359
Management Analyst All Disclosure Categories (1-7)
Emergency Operations Specialist Disclosure Categories (1,3,5-7) DESIGNATED EMPLOYEE’S TITLE OR

FUNCTION

DISCLOSURE CATEGORIES

ASSIGNED

HUMAN RESOURCES/RISK
Assistant Director, HR/Risk Management All Disclosure Categories (1-7) HR/Risk Manager All Disclosure Categories (1-7)
HR Analyst Disclosure Categories (1,3,5-7)
Risk Management Specialist Disclosure Categories (1,3,5-7) Human Resource Specialist Disclosure Categories (1,3,5-7)

LIBRARY
Library Director All Disclosure Categories (1-7)
Archivist Curator All Disclosure Categories (1-7)
Principal Librarian Disclosure Categories (1,3,5-7)
Systems Administrator Disclosure Categories (1,3,5-7)
Management Analyst All Disclosure Categories (1-7)
Senior Librarian Disclosure Categories (1,3,5-7)
Special Collections Manager Disclosure Categories (1,3,5-7) Adult Literacy Coordinator Disclosure Categories (1,3,5-7) Technical Services Coordinator Disclosure Categories (1,3,5-7)

MANAGEMENT SERVICES/FINANCE
Director, Management Services/Finance All Disclosure Categories (1-7) IT Manager All Disclosure Categories (1-7)
Network Engineer Disclosure Categories (1,3,5-7)
GIS Supervisor All Disclosure Categories (1-7)
IT Systems Supervisor All Disclosure Categories (1-7)
Database Administrator Disclosure Categories (1,3,5-7)
System Administrator Disclosure Categories (1,3,5-7)
GIS Analyst Disclosure Categories (1,3,5-7)
Network Specialist Disclosure Categories (1,3,5-7)
Assistant Finance Director All Disclosure Categories (1-7) Finance Manager All Disclosure Categories (1-7)
Senior Accountant Disclosure Categories (1,3,5-7)
Management Analyst All Disclosure Categories (1-7)
Accountant Disclosure Categories (1,3,5-7)
Revenue Supervisor All Disclosure Categories (1-7)
Utilities Customer Service Supervisor All Disclosure Categories (1-7) Accountant Disclosure Categories (1,3,5-7)
Payroll Coordinator All Disclosure Categories (1-7)

MUNICIPAL UTILITIES & ENGINEERING
Director of Municipal Utilities and Public Works
Engineering/City Engineer
All Disclosure Categories (1-7)
City Engineer All Disclosure Categories (1-7)
Construction Manager All Disclosure Categories (1-7)
Asst/Assoc/Civil/Sr. Civil Engineer Disclosure Categories (1,3,5-7) Field Services Coordinator Disclosure Categories (1,3,5-7) Utilities Operations Manager All Disclosure Categories (1-7) Redlands Regular Meeting of 09-20-2022 41 of 359
Laboratory Manager All Disclosure Categories (1-7)
Water Production/Maintenance Superintendent All Disclosure Categories (1-7) Water Distribution Superintendent All Disclosure Categories (1-7) Water Production Operations Supervisor All Disclosure Categories (1-7) Water Productions Maintenance Supervisor All Disclosure Categories (1-7) Water Distribution Supervisor All Disclosure Categories (1-7) Wastewater Operations Superintendent All Disclosure Categories (1-7) Wastewater Operations Supervisor All Disclosure Categories (1-7) Wastewater Collection System Supervisor All Disclosure Categories (1-7) POLICE
Chief of Police All Disclosure Categories (1-7)
Deputy Police Chief All Disclosure Categories (1-7)
Police Commander All Disclosure Categories (1-7)
Police Operations Manager All Disclosure Categories (1-7) Management Analyst All Disclosure Categories (1-7)
Police Operations Coordinator Disclosure Categories (1,3,5-7) Police Customer Service Supervisor All Disclosure Categories (1-7)

FACILITIES AND COMMUNITY SERVICES
Assistant Director, FCS All Disclosure Categories (1-7) Sr. Manager, FCS All Disclosure Categories (1-7)
Manager, FCS All Disclosure Categories (1-7)
Field Services Superintendent All Disclosure Categories (1-7) Field Services Project Supervisor All Disclosure Categories (1-7) Homeless Solutions Coordinator Disclosure Categories (1,3,5-7) Administrative Analyst Disclosure Categories (1,3,5-7)
Airport Supervisor All Disclosure Categories (1-7)
Solid Waste Manager All Disclosure Categories (1-7)
Solid Waste Collections Supervisor All Disclosure Categories (1-7) Solid Waste Route Coordinator Disclosure Categories (1,3,5-7) Recycling Coordinator Disclosure Categories (1,3,5-7)
Fleet Services Coordinator Disclosure Categories (1,3,5-7) Cemetery Manager All Disclosure Categories (1-7)
Animal Control Supervisor All Disclosure Categories (1-7) Recreation Supervisor All Disclosure Categories (1-7)

COMMISSIONS
Historic and Scenic Preservation Commissioners Disclosure Categories (1,2,3,7) Library Board of Trustees All Disclosure Categories (1-7) Consultants *
* Consultants, who provide services under contract to fill one of the above-referenced designated positions, shall be included in the list of designated employees and shall disclose pursuant to the broadest disclosure category in this Code subject to the following limitation: The City Manager may determine in writing that a particular consultant, although a "designated position," is hired to perform a range of duties that are limited in scope and thus is not required to fully comply with the disclosure requirements described in this section. Such written determination shall include a description of the consultant's duties and, based upon that description, a statement of the extent of Redlands Regular Meeting of 09-20-2022 42 of 359
disclosure requirements. The City Manager’s determination is a public record and shall be retained for public inspection in the same manner and location as this Conflict of Interest Code.

Redlands Regular Meeting of 09-20-2022 43 of 359
EXHIBIT "B"

DISCLOSURE CATEGORIES
The disclosure categories listed below identify the types of investments, business entities, sources of income, or real property, which the designated employee must disclose for each disclosure category for each disclosure category to which he or she is assigned.

Category 1: All investments and business positions in, and sources of income from, business entities that do business or own real property within the jurisdiction of the City, plan to do business or own real property within the jurisdiction of the City within the next year, or have done business or owned real property within the jurisdiction of the City within the past two (2) years.

Category 2: All interests in real property which is located in whole or in part within, or not more than two (2) miles outside, the jurisdiction of the City.

Category 3: All investments and business positions in, and sources of income from, business entities that are engaged in land development, construction, or the acquisition or sale of real property within the jurisdiction of the City, plan to engage in such activities within the jurisdiction of the City within the next year, or have engaged in such activities within the jurisdiction of the City within the past two (2) years.

Category 4: All investments and business positions in, and sources of income from, business entities that are banking, savings and loan, or other financial institutions.

Category 5: All investments and business positions in, and sources of income from, business entities that provide services, supplies, materials, machinery, vehicles or equipment of a type purchased or leased by the City.

Category 6: All investments and business positions in, and sources of income from, business entities that provide services, supplies, materials, machinery, vehicles or equipment of a type purchased or leased by the Designated Employee’s Department.

Category 7: All investments and business positions in, and sources of income from, business entities subject to the regulatory, permit, or licensing authority of the Designated Employee’s Department, will be subject to such authority within the next year, or have been subject to such authority within the past two (2) years.

Redlands Regular Meeting of 09-20-2022 44 of 359

ADDENDUM

REFERENCE DEFINITIONS

FOR THE

CONFLICT OF INTEREST CODE
OF THE

THE CITY OF REDLANDS
Redlands Regular Meeting of 09-20-2022 45 of 359

TABLE OF CONTENTS

DEFINITIONS

1. "Public Official"...............................................................................Addendum – 12

2. "Member".........................................................................................Addendum – 12 3 "Consultant" .....................................................................................Addendum – 12

4. "Designated Employee" ...................................................................Addendum – 13

5. "Making Governmental Decisions" .................................................Addendum – 13

6. "Participating in the Making of Governmental Decisions" .............Addendum – 13

7. "Financial Interest" ..........................................................................Addendum – 14

8. "Material Financial Effect" ..............................................................Addendum – 15

9. "Business Entity" .............................................................................Addendum – 15

10. "City" ...............................................................................................Addendum – 15

11. "Act" ................................................................................................Addendum – 15 Redlands Regular Meeting of 09-20-2022 46 of 359

DEFINITIONS

1. "Public Official" means every member, officer, employee or consultant of a state or local government agency, but does not include judges and court commissioners in the Judicial branch of government. "Public official" also does not include members of the Board of Governors and designated employees of the State Bar of California, members of the Judicial Council and members of the Commission on Judicial Performance, provided that they are subject to the provisions of Article 2.5 (commencing with section 6035) of Chapter 4 of Division 3 of the Business and Professions Code as provided in section 6038 of that Article. Government Code section 82048.

2. "Member" shall include, but not be limited to, salaried or unsalaried members of committees, boards or commissions with decision making authority.

A. A committee, board or commission possesses decision making authority whenever:
i. It may make a final governmental decision, or
ii. It may compel a governmental decision; or it may prevent a governmental decision either by reason of an exclusive power to initiate the decision or by reason of a veto that may not be overridden; or
iii. It makes substantive recommendations that are, and over an extended period of time have been, regularly approved without significant amendment or modification by a public official or the City Council. 2 CCR section 18700.

B. A committee, board, or commission does not possess decision making authority of it is formed for the sole purpose of researching a topic and preparing a report of recommendation for submission to another governmental body that has final decision-making authority.

3. "Consultant" means an individual who, pursuant to a contract with a state or local government agency:

A. Makes a governmental decision whether to:
i. Approve a rate, rule or regulation;
ii. Adopt or enforce a law;
iii. Issue, deny, suspend, or revoke any permit, license, application, certificate, approval, order, or similar authorization or entitlement; Redlands Regular Meeting of 09-20-2022 47 of 359
iv. Authorize the agency to enter into, modify, or renew a contract provided it is the type of contract that requires agency approval;
v. Grant agency approval to a contract that requires agency approval and to which the agency is a party, or to the specifications for such a contract; vi. Grant agency approval to a plan, design, report, study, or similar item; vii. Adopt, or grant agency approval of, policies, standards, or guidelines for the agency, or for any subdivision thereof; or
B. Serves in a staff capacity with the agency and in that capacity participates in making a governmental decision as defined in Regulation section 18704 or performs the same or substantially all the same duties for the agency that would otherwise be performed by an individual holding a position specified in the agency’s Conflict of Interest Code under Government Code section 87302. 2 CCR section 18700.3.

4. "Designated Employee" means any official of the Agency whose position is so designated in the Appendix of the Agency's Conflict of Interest Code. The Appendix sets forth those positions which entail the making or participation in the making of decisions which may foreseeably have a material financial effect on any financial interest, but does not include any unsalaried member of any board or commission which serves a solely advisory function.

Government Code section 82019.

5. "Making a Governmental Decision." A public official “makes a governmental decision,” except as provided in 2 California Code of Regulations section 18704, when the official, acting within the authority of his or her office or position:
(1) Votes on a matter;
(2) Appoints a person;
(3) Obligates or commits his or her agency to any course of action; (4) Enters into any contractual agreement on behalf of his or her agency; (5) Determines not to act, within the meaning of subdivisions 1, 2, 3, 4, above, unless such determination is made because of his or her financial interest. When the determination not to act occurs because of the official’s financial interest, the official’s determination may be accompanied by an oral or written disclosure of the financial interest. 2 CCR section 18707

6. "Participating in the Making of Governmental Decisions": A public official “participates in making a governmental decision,” except as provided in Title 2, Code of Regulations section 18704, when, acting within the authority of his or her position, the official:

Redlands Regular Meeting of 09-20-2022 48 of 359
(a) Negotiates, without significant substantive review, with a governmental entity or private person regarding a governmental decision referenced in Title 2, California Code of Regulations section 18700(c)(4); or
(b) Advises or makes recommendations to the decision maker either directly or without significant intervening substantive review, by:
(1) Conducting research or making any investigation which requires the exercise of judgment on the part of the official and the purpose of which is to influence a governmental decision referenced in Title 2, California Code of Regulations section 18704; or (2) Preparing or presenting any report, analysis, or opinion, orally, or in writing, which requires the exercise of judgment on the part of the official and the purpose of which is to influence a governmental decision referenced in Title 2, California Code of Regulations section 18700(c)(4); 2 CCR section 18704

7. "Financial Interest": A public official has a financial interest in a decision within the meaning of Government Code section 87100 if it is reasonably foreseeable that the decision will have a material financial effect, distinguishable from its effect on the public generally, on the official, a member of his or her immediate family, or on any of the following:
(a) Any business entity in which the public official has a direct or indirect investment worth two thousand dollars ($2,000) or more.
(b) Any real property in which the public official has a direct or indirect interest worth two thousand dollars ($2,000) or more.
(c) Any source of income, except gifts or loans by a commercial lending institution made in the regular course of business on terms available to the public without regard to official status, aggregating five hundred dollars ($500) or more in value provided or promised to, received by, the public official within 12 months prior to the time when the decision is made. (d) Any business entity in which the public official is a director, officer, partner, trustee, employee, or holds any position of management. (e) Any donor of, or any intermediary or agent for a donor of, a gift or gifts aggregating two hundred fifty dollars ($250) or more in value provided to, received by, or promised to the public official within 12 months prior to the time when the decision is made.

The amount of the value of gifts specified by this subsection shall be adjusted biennially by the commission to equal the same amount determined by the commission pursuant to subdivision (f) of Government Code section 89503.

For purposes of this section, indirect investment or interest means any investment or interest owned by the spouse or dependent child of a public official, by an agent on behalf of a public official, or by a business entity or trust in which the official, the official's agents, spouse, Redlands Regular Meeting of 09-20-2022 49 of 359
and dependent children own directly, indirectly, or beneficially a 10-percent interest or greater.

Government Code § 87103; 2 CCR section 18700(c)(6).

8. "Material Financial Effect" means the financial effect of a governmental decision on a financial interest of a public official is material if, at the time the official makes or participates in making the decision, the decision will have a significant effect on the official or a member of the official's immediate family, or on the source of income, the source of gifts, the business entity, or the real property, which is an economic interest of the official. In determining whether it is reasonably foreseeable that the effects of a governmental decision will be significant, consideration should be given to the factors defined in Title 2 CCR sections 18702, 18702.1, 18702.2, 18702.3, 18702.4 and 18702.5. 2 CCR section 18702.

9. "Business Entity" means any organization or enterprise operated for profit, including but not limited to a proprietorship, partnership, firm, business trust, joint venture, syndicate, corporation or association. Government Code section 82005.

10. "Act" means the Political Reform Act of 1974, Government Code section 81000, et seq.

Redlands Regular Meeting of 09-20-2022 50 of 359
City Council/Financing Authority Meeting I. 5.

DATE: 09/20/2022
TO: Honorable Mayor and City Council Members
SUBJECT: Approve the Intergovernmental Purchase of Network Hardware from Presidio in the amount of $102,390, and an Additional Appropriation of the same from the General Fund's Unassigned Fund Balance (Management Services/Finance Director Garcia) MOTION(S):

If the City Council determines that staff’s recommendation is appropriate, the following motion is provided:

I move to approve an Intergovernmental Purchase of Network Hardware from Presidio in the amount of $102,390.

1. I further move that the City Council approve an additional appropriation of $102,390 from the General Fund's unassigned fund balance.

2. RECOMMENDATION:

Staff recommends that City Council approve an Intergovernmental Purchase of Network Hardware from Presidio in the amount of $102,390, and approve an additional appropriation of $102,390 from the General Fund's unassigned fund balance.

DISCUSSION:

With the recent purchase of 300 E. State Street, there is a need for network infrastructure equipment to provide all communication resources for staff within the building. Without a network infrastructure within the building, staff would not have the ability to utilize email, voice over IP phone service or use various enterprise applications.

The network hardware proposed is the current industry standard for network infrastructure offered by Cisco. This equipment will provide ultra high speed Redlands Regular Meeting of 09-20-2022 51 of 359
(10Gbps) connectivity between each floor of the building. There are also Cisco Meraki wireless access points (WiFi) included that will provide optimal wireless network coverage for mobile devices in office spaces. All equipment will be purchased to include five years of software maintenance and hardware support to cover security upgrades or hardware replacements.

Staff followed the City's procurement guidelines by examining and selecting an existing competitively-bid cooperative contract agreement within NASPO (National Association of State Procurement Officials). NASPO is a cooperative purchasing program facilitating public procurement solicitations and agreements using a lead-state model. NASPO provides the highest standard of excellence in public cooperative contracting. By leveraging the leadership and expertise of all states and the purchasing power of their public entities, NASPO ValuePoint delivers the highest valued, reliable and competitively sourced contracts - offering public entities outstanding prices.

ALTERNATIVES:

City Council may choose to reject, modify or table the proposed purchase.

However, the purchase is recommended in order to provide network connectivity to the recently purchased building at 300 E. State Street.

STRATEGIC PLAN:

N/A
SUBMITTED BY:

Danielle Garcia, Management Services/Finance Director
RECOMMENDED BY:

Charles M. Duggan Jr., City Manager
REVIEWED BY:

Janice McConnell, Assistant City Manager
Christopher Boatman, Assistant City Manager
Dana Abramovitz-Daniel, Procurement Manager
PREPARED BY:

Eric Owens, Network Engineer
Redlands Regular Meeting of 09-20-2022 52 of 359
Fiscal Impact
Fiscal Year: FY 2022-23
Revenue Generating: No
Appropriation Required Y/N: Y
Amount: $102,390
Budgeted Y/N: N
Account No.: 101310
Discussion:

The total cost of the required network hardware and associated software is $102,390. These costs were unknown at the time of budget planning and have therefore been omitted from the budget. Staff is recommending an additional appropriation of the amount, $102,390, from the General Fund's unassigned fund balance. The unassigned fund balance in the General Fund is projected to be approximately $21.4 million at June 30, 2022.

Attachments
Additional Appropriation Form - 300 E. State St. network hardware NASPO Award summary
Presidio Quote
Cooperative and Intergovernmental Form
NASPO Contract
Redlands Regular Meeting of 09-20-2022 53 of 359
DATE OF REQUEST:

An additional appropriation is hereby requested as follows:

Department:

JUSTIFICATION:

Requested By:

Recommended By Finance Director: Recommended:

Yes No Signed
Comments: Approved by City Council:

Date:

Signed:

City Clerk
REVENUE APPROPRIATION INCREASE (if applicable)
EXPENDITURE APPROPRIATION INCREASE (if applicable)
$ -
$ -
TRANSACTION NO:

ACCOUNTING PERIOD:

Account Description Orgkey Object Code Job Ledger (If
applicable) Amount
Job Ledger (If
applicable) Account Description Orgkey Object Code Amount Department Head
City Manager

CITY OF REDLANDS

REQUEST FOR ADDITIONAL APPROPRIATION

FINANCE USE ONLY

Page 1 of 1 ends

Redlands Regular Meeting of 09-20-2022 54 of 359
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Contract Start Date: 06/01/2021
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NVP State of Utah RFP/Solicitation #SK18001
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Award Notification (PDF - 902.8 KB)
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Redlands Regular Meeting of 09-20-2022 56 of 359
QUOTE: 2003222211242-01
DATE: 07/29/2022
PAGE: 1 of 3
FROM: Presidio Networked Solutions Group, LLC
Joe Bowman
5000 Hopyard Rd
Suite 188
Pleasanton, CA 94588
[email protected]
TO: City of Redlands
Eric Owens
35 Cajon Street
Redlands, CA 92373
[email protected]
(p) (909) 798-7600
(f) (909) 335-4762
SHIP TO: City of Redlands
35 Cajon St
Redlands, CA 92373
BILL TO: City of Redlands
Accounts Payable
PO BOX 3005
Redlands, CA 92373
[email protected]
(p) (909) 335-4789
Joe Dykhuis
Joe Bowman
Title:

Inside Sales Rep:

Account Manager:

City of Redlands - Project 1 – 300 State St. 6 Story Building Contract Vehicle: California NASPO ValuePoint Cisco AR3227 CA# 7-20- 70-47-01
Customer#: CITYO785
# Part # Description Unit Price Qty Ext Price
C9500-16X-E
1 C9500-16X-E Catalyst 9500 16-port 10Gig switch, Essentials $10,464.52 2 $20,929.04 2 CON-SNT-C95016EX SNTC-8X5XNBD Catalyst 9500 16-port 10Gig switch, Netw 2 for 60 mo(s)
$1,199.56 $11,995.60
3 C9500-NW-E C9500 Network Stack, Essentials $0.00 2 $0.00 4 S9500UK9-176 Cisco Catalyst 9500 XE 17.6 UNIVERSAL $0.00 2 $0.00 5 C9500-NM-8X Cisco Catalyst 9500 8 x 10GE Network Module $2,495.89 2 $4,991.78 6 PWR-C4-950WAC-R 950W AC Config 4 Power Supply front to back cooling $0.00 2 $0.00 7 PWR-C4-950WAC-R/2 950W AC Config 4 Power Supply front to back cooling $1,415.91 2 $2,831.82 8 CAB-TA-NA North America AC Type A Power Cable $0.00 4 $0.00 9 C9500-DNA-16X-E C9500 DNA Essentials, Term licenses $0.00 2 $0.00 10 C9500-DNA-L-E-5Y DNA Essential 5 Year License $987.71 2 $1,975.42 11 NETWORK-PNP-LIC Network Plug-n-Play Connect for zero-touch device deployment $0.00 2 $0.00 Total: $42,723.66
C9300L-48PF-4X-E
12 C9300L-48PF-4X-E Catalyst 9300L 48p Full PoE, Network Essentials,4x10G Uplink $5,843.45 1 $5,843.45 13 CON-SNT-C9300PFE SNTC-8X5XNBD Catalyst 9300L 48p Full PoE, Network Ess 1 for 60 mo(s)
$669.60 $3,348.00
14 C9300L-NW-E-48 C9300L Network Essentials, 48-port license $0.00 1 $0.00 15 C9300L-STACK-BLANK Catalyst 9300L Blank Stack Module $0.00 2 $0.00 16 FAN-T2 Cisco Type 2 Fan Module $0.00 3 $0.00
Redlands Regular Meeting of 09-20-2022 57 of 359
QUOTE: 2003222211242-01
DATE: 07/29/2022
PAGE: 2 of 3
17 S9300LUK9-176 Cisco Catalyst 9300L XE 17.6 UNIVERSAL $0.00 1 $0.00 18 PWR-C1-1100WAC-P 1100W AC 80+ platinum Config 1 Power Supply $0.00 1 $0.00 19 PWR-C1-1100WAC-P/2 1100W AC 80+ platinum Config 1 Secondary Power Supply $1,281.06 1 $1,281.06 20 CAB-TA-NA North America AC Type A Power Cable $0.00 2 $0.00 21 C9300L-SSD-NONE No SSD Card Selected $0.00 1 $0.00
22 C9300L-DNA-E-48 C9300L Cisco DNA Essentials, 48-port license $0.00 1 $0.00 23 C9300L-DNA-E-48-5Y C9300L Cisco DNA Essentials, 48-port, 5 Year Term license $1,105.99 1 $1,105.99 24 NETWORK-PNP-LIC Network Plug-n-Play Connect for zero-touch device deployment $0.00 1 $0.00 Total: $11,578.50
SFP-10G-SR=
25 SFP-10G-SR= 10GBASE-SR SFP Module $610.26 12 $7,323.12 Total: $7,323.12
C9300L-48PF-4X-E
26 C9300L-48PF-4X-E Catalyst 9300L 48p Full PoE, Network Essentials,4x10G Uplink $5,843.45 2 $11,686.90 27 CON-SNT-C9300PFE SNTC-8X5XNBD Catalyst 9300L 48p Full PoE, Network Ess 2 for 60 mo(s)
$669.60 $6,696.00
28 C9300L-NW-E-48 C9300L Network Essentials, 48-port license $0.00 2 $0.00 29 FAN-T2 Cisco Type 2 Fan Module $0.00 6 $0.00
30 S9300LUK9-176 Cisco Catalyst 9300L XE 17.6 UNIVERSAL $0.00 2 $0.00 31 PWR-C1-1100WAC-P 1100W AC 80+ platinum Config 1 Power Supply $0.00 2 $0.00 32 PWR-C1-1100WAC-P/2 1100W AC 80+ platinum Config 1 Secondary Power Supply $1,281.06 2 $2,562.12 33 CAB-TA-NA North America AC Type A Power Cable $0.00 4 $0.00 34 C9300L-SSD-NONE No SSD Card Selected $0.00 2 $0.00
35 C9300L-DNA-E-48 C9300L Cisco DNA Essentials, 48-port license $0.00 2 $0.00 36 C9300L-DNA-E-48-5Y C9300L Cisco DNA Essentials, 48-port, 5 Year Term license $1,105.99 2 $2,211.98 37 NETWORK-PNP-LIC Network Plug-n-Play Connect for zero-touch device deployment $0.00 2 $0.00 38 C9300L-STACK-KIT Cisco Catalyst 9300L Stacking Kit $857.59 2 $1,715.18 39 C9300L-STACK Catalyst 9300L Stack Module $0.00 4 $0.00 40 STACK-T3-50CM 50CM Type 3 Stacking Cable for C9300L $0.00 2 $0.00 Total: $24,872.18
SFP-10G-SR=
41 SFP-10G-SR= 10GBASE-SR SFP Module $610.26 2 $1,220.52 Total: $1,220.52
MR57-HW
42 MR57-HW Meraki MR57 Wi-Fi 6E Indoor AP $1,601.12 4 $6,404.48 Total: $6,404.48
Redlands Regular Meeting of 09-20-2022 58 of 359
QUOTE: 2003222211242-01
DATE: 07/29/2022
PAGE: 3 of 3
LIC-MR-ADV-5Y
43 LIC-MR-ADV-5Y Meraki MR Advanced License and Support, 5YR $605.92 4 $2,423.68 Total: $2,423.68
Sub Total: $96,546.14
Estimated Tax: $5,844.08 *** Any Tax & Freight Charges will be added/amended at time of billing, as applicable. Sales tax and shipping are estimated and subject to change.

Grand Total: $102,390.22
THIS QUOTE IS GOVERNED BY THE TERMS AND CONDITIONS OF NAPSO VALUEPOINT CISCO CONTRACT AR3227 CALIFORNIA 7-20-70-47-01 QUOTE IS VALID FOR 30 DAYS FROM DATE SHOWN ABOVE.

PURSUANT TO THIS CONTRACT YOUR PO MUST REFLECT THE FOLLOWING CONTRACT:

NAPSO VALUEPOINT CISCO CONTRACT AR3227 CALIFORNIA 7-20-70-47-01 Tax ID# 76-0515249; Size Business: Large; CAGE Code: 639L4; DUNS#11-436-9671 Credit: Net 30 days (all credit terms subject to prior Presidio credit department approval) Delivery: FOB Terms Destination
Customer hereby authorizes and agrees to make timely payment for products delivered and services rendered, including payments for partial shipments
Customer Signature Date
Redlands Regular Meeting of 09-20-2022 59 of 359
Intergovernmental/ Piggyback
Contract Use Request (Attach to PR form)
The Department requests the purchase of the following item(s) from:

Original Contracting Entity:

Contract#:

Contract Term:

Method of original contract award:

Competitive
Non-Competitive, based on: Preferred source Sole Single source Emergency Other:

Does the original contract contain language contemplating contract extension to additional users? Yes No
Description of Product/Service intend to acquire Unit Price Total Tax
Grand Total
Please attach: vendor agreement to sale to the City AND Entity agreement/contract language allowing Piggyback Redlands Regular Meeting of 09-20-2022 60 of 359
Purchasing Agent Approval: Date:

City Manager Approval: ______________________________ Date: ____________________ Vendor:

Contact:

Address 1:

Address 2:

City/State/Zip:

Telephone:

Fax:

Web/E-Mail:

Delivery/Service Location
Contact:

Telephone:

Department:

Address 1:

Address 2:

Additional
Comments
rev. 10.31.18
Redlands Regular Meeting of 09-20-2022 61 of 359
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Redlands Regular Meeting of 09-20-2022 63 of 359
City Council/Financing Authority Meeting I. 6.

DATE: 09/20/2022
TO: Honorable Mayor and City Council Members
SUBJECT: Approve the revised At-Grade Crossing Maintenance Agreement with the Southern California Regional Rail Authority (Municipal Utilities and Engineering Director Harris)
MOTION(S):

If City Council determines that staff's recommendation is appropriate, the following motion is provided:

I move City Council approve a revised At-Grade Crossing Maintenance Agreement with the Southern California Regional Rail Authority RECOMMENDATION:

Staff recommends City Council approve a revised At-Grade Crossing Maintenance Agreement with the Southern California Regional Rail Authority.

DISCUSSION:

On February 3, 2015, City Council approved a Memorandum of Understanding (MOU) with the San Bernardino County Transportation Authority (SBCTA) to define the Redlands Passenger Rail Project (RPRP) engineering, construction, and maintenance roles and responsibilities of each party. Generally, SBCTA assumed responsibility for constructing all RPRP elements, and the City agreed to provide project support and funding for project enhancements. City Council approved MOU Amendment No. 1 on June 7, 2016, to include project enhancements for the Downtown Redlands Station. On February 20, 2018, City Council approved MOU Amendment No. 2 to include planning and engineering for additional project enhancements.

RPRP construction began in 2018, and is substantially complete. It is anticipated that passenger service will begin in the fall. Recently, SBCTA, Southern California Regional Rail Authority (SCRRA), and City staff developed a Redlands Regular Meeting of 09-20-2022 64 of 359
California Regional Rail Authority (SCRRA), and City staff developed a Maintenance Agreement for Redlands Passenger Rail Project ("Arrow" Service) At-Grade Crossings Agreement to define the roles of each party related to ongoing maintenance of public streets and rails within the SBCTA right-of-way at each rail crossing. Generally, the City's maintenance obligation is limited to the following:

Railroad Crossing Warning Signals - 50% Cost-Share;
Street Improvements - 100% of the cost to maintain and repair pavement, street lighting, sidewalks, curb and gutters, raised medians, delineators, pavement striping and markings, raised pavement markers, and signage; Weed Control - 100% of the cost to control or remove weeds or vegetation within public street easements;
Quiet Zones - Equal cost-share with all parties to maintain Quiet Zone status at each crossing location.

The limits of these maintenance obligations begin two feet (2') beyond the outside rails at each crossing location, the cost of which is included in the Municipal Utilities and Engineering Department Streets and Inspections Division operating budget each year. City Council approved this Agreement on July 19, 2022. Soon after, SCRRA identified the following three (3) necessary revisions:

1. Update Mile Posts;

2. Update Right-of-Way Coordinator Contact Information;

3. Update Exhibit D-3 Link
SCRRA identified these issues prior to executing the original Agreement. Since the original Agreement was not formally executed by both Parties, staff recommends City Council approve a revised Agreement rather than an Amendment to the original Agreement.

ALTERNATIVES:

City Council may deny the staff recommendation, although the City agreed to maintain these at-grade crossings with approval of the original MOU.

STRATEGIC PLAN:

N/A
SUBMITTED BY:

John R. Harris, Municipal Utilities and Engineering Director RECOMMENDED BY:

Charles M. Duggan Jr., City Manager
Redlands Regular Meeting of 09-20-2022 65 of 359
REVIEWED BY:

Yvette M. Abich Garcia, City Attorney
Janice McConnell, Assistant City Manager
Danielle Garcia, Management Services/Finance Director
PREPARED BY:

John R. Harris, Municipal Utilities and Engineering Director Fiscal Impact
Discussion:

There is no fiscal impact associated with this action.

Attachments
Revised RPRP At-Grade Crossing Maintenance Agreement
Redlands Regular Meeting of 09-20-2022 66 of 359

MAINTENANCE AGREEMENT
for

REDLANDS PASSENGER RAIL PROJECT
(“ARROW” SERVICE) AT-GRADE

CROSSINGS

BETWEEN

SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY

AND THE

CITY OF REDLANDS

COVERING THE

MAINTENANCE
OF ALL
At-Grade Crossings within
SCRRA MILE POST 61.87 to 66.48 - SAN GABRIEL SUBDIVISION IN

CITY OF REDLANDS,

CALIFORNIA
Redlands Regular Meeting of 09-20-2022 67 of 359
Maintenance Agreement
for
All At-Grade Crossings within
SCRRA MILE POST 61.87 to 66.48 - SAN GABRIEL SUBDIVISION

CITY OF REDLANDS,

SAN BERNARDINO COUNTY,

CALIFORNIA
THIS Maintenance Agreement ("AGREEMENT") is made and entered into as of the __________ day of __________, 2022, by and between the SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY, a joint powers authority existing under the laws of the State of California (hereinafter referred to as "SCRRA"), to be addressed at 900 Wilshire Blvd, Suite 1500, Los Angeles, CA 90017 and the CITY OF REDLANDS, a general law city and a municipal corporation duly organized and existing under the laws of the State of California (hereinafter referred to as “CITY”), to be addressed at 35 Cajon Street, Suite 15-A, Redlands, CA 92373.

SCRRA and the CITY may be referred to singly as “PARTY” and collectively as “PARTIES.” Redlands Regular Meeting of 09-20-2022 68 of 359
RECITALS:

SCRRA is a five-county joint powers authority, created pursuant to California Public Utilities Code Section 130255 and California Government Code Section 6500 et seq., to build, maintain, administer, and operate the “METROLINK” commuter train system on railroad rights-of-way owned by the member agencies and through other shared use and joint operation agreements. The five-county member agencies are comprised of the following: Los Angeles County Metropolitan Transportation Authority (“METRO”), Ventura County Transportation Commission (“VCTC”), Orange County Transportation Authority (“OCTA”), San Bernardino County Transportation Authority (“SBCTA”), and Riverside County Transportation Commission (“RCTC”).

The CITY OF REDLANDS, a general law city and municipal corporation organized and existing under the laws of the State of California, hereinafter referred to as "CITY"; SCRRA controls, administers, operates, and maintains the railroad track, structures, signals, communication systems, and appurtenances on the rail line known as the San Gabriel Subdivision in the area covered by multiple Multiple At-Grade Crossings. SCRRA and the “Operating Railroads” [as used herein “Operating Railroads" means any passenger or freight-related railroad company(s) operating on SCRRA track(s), including the National Railroad Passenger Corporation (AMTRAK), and the Burlington Northern and Santa Fe Railway Company (BNSF)] operate trains and rail equipment through multiple at-grade highway railroad crossing locations on right-of-way owned by the SBCTA, in accordance with the Shared Use Agreement dated October 30, 1992, and the Agreement between SCRRA, its Member Agencies, and the National Railroad Passenger Corporation (Amtrak) and known as the “Intercity Agreement”.

Presently, the CITY occupies the railroad right-of-way for multiple at-grade highway railroad crossings that carry vehicular traffic across the following:

Crossing Name Mile Post CPUC # DOT #
Mountain View Avenue 61.87 101SG-61.87 027228D
California St. 63.02 101 SG-63.02 027231L
Nevada St. 63.51 101 SG-63.51 027232T
Alabama St. 64.03 101 SG-64.03 027233A
W. Colton Ave. 64.21 101 SG-64.21 027234G
Redlands Regular Meeting of 09-20-2022 69 of 359
Crossing Name Mile Post CPUC # DOT #
Tennessee St. 64.56 101 SG-64.56 027235N
Redlands - Esri Ped 64.82 101 SG-64.82-D 027237C
Texas St. 65.07 101 SG-65.07 027239R
N. Eureka St. 65.36 101 SG-65.36 027240K
Redlands - Downtown Ped 65.46 101SG-65.46-D 933892D
Orange St. 65.58 101 SG-65.58 027242Y
6th St. 65.71 101 SG-65.71 027245U
7th St. 65.77 101 SG-65.77 027246B
Church St. 66.08 101 SG-66.08 027248P
N. University St. 66.48 101 SG-66.48 027250R
SCRRA and the CITY desire to cooperate and maintain the at-grade highway railroad CROSSINGS listed herein with the least amount of disruption to vehicle and rail traffic.

As part of the SBCTA led Redlands Passenger Rail Project (RPRP), all the aforementioned CROSSINGS have been improved to current California Public Utilities Commission (CPUC) and SCRRA Standards for Quiet Zone Implementation. The CITY has petitioned for a Quiet Zone within their jurisdictional boundaries pursuant to Federal Railroad Administration (FRA) Regulation Title 49 Part 222 of the Code of Federal Regulations (49 CFR Part 222) requirements and SCRRA’s Design Criteria Manual – Section 25 Quiet Zone Implementation, Exhibit D-5. The Notice of Intent to Create a New Quiet Zone for these crossings was issued by the City on August 24th, 2020 (Exhibit C-1). At a future date the PARTIES agree that the AGREEMENT will be amended to include the Notice of New Quiet Zone Establishment.

The general arrangement, and location of the at-grade highway railroad crossings proposed are shown on the location print marked as Exhibit B-1. The detailed plans of the at-grade-highway railroad crossings currently being reconstructed under SBCTA’s Redlands Passenger Rail Project are included in this AGREEMENT under Exhibit B-2.

SCRRA and the CITY are entering into this AGREEMENT to establish the maintenance responsibilities at the CROSSINGS described above, and as contained in the Exhibits attached to and made a part of this AGREEMENT.

Redlands Regular Meeting of 09-20-2022 70 of 359

AGREEMENT
NOW, THEREFORE, it is mutually agreed by and between the PARTIES hereto as follows:

ARTICLE 1 - LIST OF EXHIBITS
The exhibits below are attached to and made a part of this AGREEMENT as if set forth in their entirety:

Exhibit A Standard Terms and Conditions
Exhibit B-1 Crossing Location Print
Exhibit B-2 Crossing Plans
Exhibit C-1 Quiet Zone Notice of Intent
Exhibit D-1 SCRRA Form 6 - Right-of-Entry Agreement & SCRRA Insurance Requirements
Exhibit D-2 SCRRA Form 37 - Rules and Requirements for Construction on Railway Property
Exhibit D-3 SCRRA General Safety Regulation for Third Party Construction and Utility Workers on SCRRA Property
Exhibit D-4 SCRRA Highway - Rail Grade Crossing Manual
Exhibit D-5 SCRRA Design Criteria Manual - Section 25 Quiet Zone Implementation
ARTICLE 2 - EFFECTIVE DATE AND TERMINATION

2.1 This AGREEMENT shall become effective when signed by both PARTIES and shall continue in full force and effect for as long as the at-grade highway railroad crossing area exists.

The effective date of this AGREEMENT will be the date signed by the last signatory.

ARTICLE 3 - MAINTENANCE BY SCRRA

3.1 Pursuant to California Public Utilities Commission (CPUC) General Order 72-B, SCRRA shall maintain, at its expense, the area between lines two (2) feet outside the rails of each track and between the tracks where the distance between the center lines of tracks is fifteen (15) feet or less measured at the center line of the highway, normal to the tracks.

3.2 SCRRA shall maintain the railroad crossing automatic warning equipment for the crossing Redlands Regular Meeting of 09-20-2022 71 of 359
to ensure that they are kept in working order. The maintenance cost for the automatic railroad warning devices shall be shared by the CITY and SCRRA as described in Article 4.

ARTICLE 4 - MAINTENANCE COST SHARING OF AUTOMATIC RAILROAD

WARNING DEVICES

4.1 CITY shall share equally with SCRRA the maintenance cost of the railroad crossing warning signals and signal controls in accordance with California Public Utilities Code (CPU Code) §1202.2, except that CITY’s liability thereof shall be limited to such funds as may be set aside for allocation through the CPUC, pursuant to CPU Code §1231.1. SCRRA shall submit annual invoices to the CPUC for CITY’s share of the maintenance costs of the railroad crossing warning signals and signal controls. This results in no direct cost to the CITY for the maintenance of the automatic warning devices.

ARTICLE 5 - MAINTENANCE BY CITY

5.1 CITY shall maintain, repair and renew the at-grade highway railroad crossing area within their respective boundaries starting at two (2) feet outside of the rails of each track. When two or more tracks are involved, SCRRA shall maintain the area between the tracks as described in Section 3.1. CITY shall maintain and repair, at CITY’s expense, any street improvements, including street lighting, sidewalks, curb and gutters, raised medians, channelizers/delineators, pavement striping and markings (traffic and pedestrian), raised pavement markers, and signage within or on the approaches to the crossing area. This work shall be done pursuant to CPUC General Order 72-B.

5.2 CITY shall control or remove, at CITY’s expense, weeds or vegetation located within the CITY crossing easement or within public street right of way on or about the crossing so that it does not become a fire hazard; obstruct visibility of railroad signs and signals along the right-ofway and at highway-rail crossings; obstruct visibility of trains or rail equipment; interfere with railroad employees performing normal trackside duties; prevent proper functioning of signal and communication lines or impede railroad employees visually inspecting moving equipment. If CITY will not lawfully perform the control or removal work, CITY shall reimburse SCRRA for the cost of performing such control or removal.

Redlands Regular Meeting of 09-20-2022 72 of 359

5.3 CITY and/or its contractor(s) shall obtain a Right of Entry Permit from SCRRA, as detailed in Article 6, prior to performing any maintenance of a roadway, sidewalk or median islands, if that maintenance activity is to occur within the railroad right-of-way.

5.4 CITY shall incorporate the requirements of Exhibit D-1, through and including, Exhibit D-4 into each prime contract for maintenance through and adjacent to the crossing area. CITY shall exercise its authority as a party to any contract for maintenance into which it enters to ensure its contractor(s) conforms with the requirements listed in Exhibit D-1, through and including Exhibit D-4, and to ensure that operations, right-of-way, property, or other facilities of SCRRA or the operations, property or facilities of others occupying or using the railroad right-of-way, are protected at all times. All work done by CITY, or its contractor(s), on the railroad right-of-way shall be done in a manner satisfactory to SCRRA.

5.5 CITY shall provide assistance, at CITY’s expense, in support of SCRRA annual testing of railroad / traffic signal preemption equipment and facilities in accordance with FRA Regulation Title 49 Part 234 Subpart D of the Code of Federal Regulation (49 CFR Part 234). CITY shall provide qualified personnel to assist with testing of those traffic signal interconnect features outside of the Railroad right of way at a date and time acceptable to both parties.

5.6 CITY shall participate, at CITY’s expense, with SCRRA, CPUC, and other affected parties to conduct a periodic review of the Crossings, where a Quiet Zone has been implemented, to evaluate the Crossings and affirm that the Crossings continue to conform to the requirements of FRA 49 CFR Part 222, as required by § 222.47, and SCRRA’s Quiet Zone Implementation Guidelines and Procedures. Periodic review of the Crossings between four and one half (4 and 1/2) to five (5) years after the last affirmation. CITY will be responsible to affirm in writing to the FRA to maintain the quiet zone status of the Crossings based on the findings of the periodic review.

Should any additional improvements be required in order to maintain the quiet zone status of the Crossings, then any cost of said improvements of the Crossings shall be borne by the CITY.

Redlands Regular Meeting of 09-20-2022 73 of 359
ARTICLE 6 - CONTRACTOR'S RIGHT OF ENTRY PERMIT AND INSURANCE

6.1 Entry onto the railroad right-of-way by the CITY or its contractors shall at all times be subject to the current (at time of entry) requirements for entering the railroad right-of-way and the SCRRA procedures and requirements for securing railway flagging or other protective services.

6.2 If the CITY retains a Contractor(s) to perform any work within the crossing area or on any other portion of the railroad right-of-way (including any future improvement or maintenance and repair work), the CITY shall require the Contractor(s) to:
a) Execute SCRRA "Form 6 – Right of Entry Agreement" or similar form of agreement as adopted by SCRRA at the time that any future work is performed without modification. A copy of SCRRA’s Form 6, as currently adopted by SCRRA, is included with this AGREEMENT as Exhibit D-1.
b) Furnish and provide the bonds, insurance policies, certificates, binders, endorsements or combinations thereof in accordance with the insurance requirements accompanying SCRRA "Form 6 – Right of Entry Agreement" and as described in Exhibit D-1.

6.3 The CITY shall not allow any contractor or contractors to commence any work in the crossing area or on any other portion of the railroad right-of-way until the contractor(s) have provided the required insurance and the right-of-entry is approved and signed by SCRRA.

6.4 All insurance correspondence, binders, policies, certificates and/or endorsements shall be sent to:

Right-of-Way Encroachments Coordinator
SCRRA - Pomona Office
2700 Melbourne Ave
Pomona, CA 91767
Email: [email protected]

6.5 The CITY may self-insure any portion of the insurance coverage for work performed by the employees of the CITY unless and until SCRRA provides written notice to CITY based on Redlands Regular Meeting of 09-20-2022 74 of 359
either an unacceptable material adverse change in the assets available to CITY to satisfy selfinsured claims or the CITY’s unacceptable performance in the administration of prior claims under this AGREEMENT.

6.6 Under no circumstances will personnel, equipment, or material of a contractor or the CITY be allowed on the railroad right-of-way without providing the insurance required by this article and arranging for flagging or other protective services.

ARTICLE 7 - FUTURE CROSSING MODIFICATION

7.1 If in the future, CITY elects to modify the existing crossing(s) by widening or replacement of crossing surface(s), then any SCRRA costs of reasonably necessary modifications caused by CITY’s modifications to the crossing, including material and/or repair or rehabilitation of the railroad tracks shall be borne by the CITY.

7.2 If in the future, CITY elects or is required by competent authority to raise or lower the grade of all or any portion of the street or highway located on the crossing area that requires the track(s) to be modified, the cost of the design and construction and all associated cost to modify the tracks shall be borne by the CITY if the modification is elected by the CITY or by the competent authority if the competent authority is requiring the modifications to the roadway.

7.3 The estimated costs for any future work to be performed by SCRRA will be quantified and included in an amendment to this AGREEMENT.

7.4 CITY shall incorporate the requirements of Exhibit D-1, through and including, Exhibit D-4 into each prime contract for construction through and adjacent to the crossing area. CITY shall exercise its authority as a party to any contract for construction into which it enters to ensure its contractor(s) conforms with the requirements listed in Exhibit D-1, through and including Exhibit D-4, and to ensure that operations, right-of-way, property, or other facilities of SCRRA or the operations, property or facilities of others occupying or using the railroad right-of-way, are protected at all times. All work done by CITY, or its contractor(s), on the railroad right-of-way shall be done in a manner satisfactory to SCRRA.

Redlands Regular Meeting of 09-20-2022 75 of 359
ARTICLE 8 - INDEMNIFICATION

8.1 Neither SCRRA, nor the Operating Railroads, nor any of SCRRA’s board members, member agencies, officers, agents, volunteers, contractor(s), or employees shall be responsible for any damage or liability occurring by reason of any acts or omissions on the part of the CITY under or in connection with any aspect of the CITY’s maintenance work, authority, or obligation agreed to by the CITY under this AGREEMENT. The CITY shall indemnify, defend and hold harmless SCRRA, any Operating Railroads, as identified by SCRRA, as well as their respective board members, member agencies, officers, agents, volunteers, contractor(s,) and employees (“SCRRA Indemnitees”) from any and all liability, loss, expense (including reasonable attorneys’ fees and other defense costs), demands, suits, liens, damages, costs, claims, including but not limited to, claims for bodily injury, death, personal injury, or property damage, that are incurred by or asserted against the SCRRA Indemnitees arising out of or connected with any negligent acts or omissions on the part of the CITY, its council, officers, agents, contractor(s), or employees under or in connection with any aspect of the CITY’s maintenance work, authority, or obligation agreed to by the CITY under this AGREEMENT. This indemnity shall survive the termination of this AGREEMENT.

8.2 Neither the CITY, nor its council, officers, agents, contractor(s), or employees shall be responsible for any damage or liability occurring by reason of any acts or omissions on the part of SCRRA under or in connection with any SCRRA maintenance work, authority, or obligation agreed to by SCRRA under this AGREEMENT. SCRRA shall indemnify, defend and hold harmless the CITY, as well as their respective council, officers, agents, contractor(s), and employees (“CITY Indemnitees”) from any and all liability, loss, expense (including reasonable attorneys’ fees and other defense costs), demands, suits, liens, damages, costs, claims, including but not limited to, claims for bodily injury, death, personal injury, or property damage, that are incurred by or asserted against the CITY Indemnitees arising out of or connected with any negligent acts or omissions on the part of SCRRA, its board members, officers, agents, volunteers, contractor(s) or employees under or in connection with any aspect of any SCRRA Maintenance work, authority, or obligation agreed to by SCRRA under this AGREEMENT. This indemnity shall survive the termination of this AGREEMENT.

Redlands Regular Meeting of 09-20-2022 76 of 359

8.3 In contemplation of the provisions of Government Code §895.2 imposing certain tort liability jointly upon public entities solely by reason of such entities being PARTIES to an agreement, as defined in Government Code §895, each of the PARTIES hereto, pursuant to the authorization contained in Government Code §895.4 and §895.6, will assume the full liability imposed upon it or any of its officers, agents or employees by law for injury caused by any negligent or wrongful act or omission occurring in the performance of this AGREEMENT to the same extent that such liability would be imposed in the absence of §895.2 of such code. To achieve this purpose, each other agrees to indemnify and hold harmless each other for any cost or expense that may be imposed upon each other solely by virtue of said §895.2. The provisions of Civil Code §2778 are made a part hereof as if incorporated herein.

ARTICLE 9 - GENERAL PROVISIONS

9.1 This AGREEMENT shall continue in force and effect unless otherwise provided herein, until mutual termination by the PARTIES or the elimination or removal of this at-grade highway railroad crossing, whichever occurs first. The covenants and provisions of this AGREEMENT shall be binding upon and inure to the benefit of the successors and assigns of the CITY and SCRRA.

9.2 This AGREEMENT may be modified or amended only in writing. All modifications, amendments, changes and revisions of this AGREEMENT, in whole or part and from time to time, shall be binding upon the PARTIES, so long as the same shall be in writing and executed by the CITY and SCRRA.

9.3 This AGREEMENT and the exhibits attached hereto contain the entire understanding between the PARTIES and supersede any prior written or oral understanding and AGREEMENT between them regarding the subject matter of this AGREEMENT. There are no representations, agreements, arrangements or understandings, oral or written, between the PARTIES relating to the subject matter of this AGREEMENT, which are not fully expressed herein.

9.4 The execution and delivery of this AGREEMENT by each PARTY and the consummation of the transactions contemplated hereby are within the power of each PARTY and have been duly authorized by all necessary actions of each respective PARTY.

Redlands Regular Meeting of 09-20-2022 77 of 359

9.5 In the event any part of this AGREEMENT is declared by a court of competent jurisdiction to be invalid, void or unenforceable, such part shall be deemed severed from the remainder of this AGREEMENT and the balance of this AGREEMENT shall remain in effect.

9.6 This AGREEMENT shall be construed and interpreted under the laws of the State of California.

9.7 The article and section headings in this AGREEMENT are for convenience only and shall not be used in its interpretation or considered part of this AGREEMENT.

9.8 Any notice sent by first class mail, postage paid, to the address and addressee, shall be deemed to have been given when in the ordinary course it would be delivered. The representatives of the PARTIES who are primarily responsible for the administration of this AGREEMENT, and to whom notices, demands and communications shall be given, are as follows:

To CITY: To SCRRA:

John Harris
Director, Municipal Utilities & Engineering
Justin Fornelli, P.E.

Chief, Program Delivery
City of Redlands Southern California Regional Rail
Authority
35 Cajon Street, Suite 15-A 2558 Supply Street, Building A Redlands, CA 92373 Pomona, CA 91767
E-mail: [email protected]
Telephone: 909-798-7658
E-mail: [email protected]
Telephone: (909) 593-4291

9.9 This AGREEMENT may be executed in counterparts, each of which is an original, but all of which constitutes one and the same document. The PARTIES shall sign a sufficient number of counterparts, so that each PARTY will receive a fully executed original of this AGREEMENT.

Redlands Regular Meeting of 09-20-2022 78 of 359
IN WITNESS WHEREOF, the PARTIES have caused this AGREEMENT to be duly executed in by their duly qualified and authorized officials.

SOUTHERN CALIFORNIA REGIONAL CITY OF REDLANDS

RAIL AUTHORITY

By: ________________________________ By: ______________________________ Darren M. Kettle Paul T. Barich
Chief Executive Officer Mayor
Date: ________________________________ Date: ______________________________ APPROVED AS TO FORM: APPROVED AS TO FORM:

By: ______________________________ By: ______________________________ Don O. Del Rio Yvette M. Abich Garcia
General Counsel City Attorney
Date: ________________________________ Date: ______________________________ Redlands Regular Meeting of 09-20-2022 79 of 359

EXHIBIT A
Maintenance Agreement
for All At-Grade Crossings within MP 61.87 to 66.48
of the San Gabriel Subdivision
Standard Terms and Conditions
Redlands Regular Meeting of 09-20-2022 80 of 359

EXHIBIT A
To Maintenance Agreement for all At-Grade Crossings within MP 61.87 to 66.48 of the San Gabriel Subdivision

TERMS AND CONDITIONS
SECTION 1 - CONDITIONS AND COVENANTS
a) SCRRA makes no covenant or warranty of title for quiet possession or against encumbrances. Any lines constructed on the railroad right-of-way by or under authority of the City of Redlands for the purpose of conveying electric power or communications incidental to the City of Redlands's use of the right-of-way for highway purposes shall be constructed in accordance with specifications and requirements of SCRRA, and in such manner as not adversely to affect communication or signal lines of SCRRA or its licensees now or hereafter located upon said right-of-way. No non-party shall be admitted by the City of Redlands to use or occupy any part of the railroad right-of-way without SCRRA's written consent. Nothing herein shall obligate SCRRA to give such consent. b) The right hereby granted is subject to any existing encumbrances and rights (whether public or private), recorded or not, and also to any renewals thereof. The City of Redlands shall not damage, destroy or interfere with the right-of-way or rights of nonparties in, upon or relating to the railroad right-of-way, unless the City of Redlands at its own expense settles with and obtains releases from such nonparties.
c) SCRRA and its member agencies reserve the right to use and to grant to others the right to use the Crossing for any purpose not inconsistent with the right hereby granted, including, but not by way of limitation, the right to construct, reconstruct, maintain, operate, repair, alter, renew and replace tracks, facilities and appurtenances on the right-of-way; also the right to cross the Crossing with all kinds of equipment. SCRRA further reserves the right to attach signal, communication or power lines to any highway facilities located upon the right-of-way, provided that such attachments shall comply with City of Redlands 's specifications and will not interfere with the use of the Crossing. d) So far as it lawfully may do so, the City of Redlands will assume, bear and pay all taxes and assessments of whatsoever nature or kind (whether general, local or special) levied or assessed upon or against the Crossing, excepting taxes levied upon and against the right-of-way as a component part of SCRRA's operating right-of-way.

SECTION 2 - WORK
a) All work contemplated in this AGREEMENT must be performed in a good and workmanlike manner and each portion must be promptly commenced by the PARTY obligated by this AGREEMENT to perform the work. All work must be diligently prosecuted to conclusion in its logical order and sequence. All changes or modifications proposed which affect SCRRA or the interests of SCRRA will be subject to SCRRA's approval prior to the commencement of work on all such changes or Redlands Regular Meeting of 09-20-2022 81 of 359
modifications.
b) For public infrastructure and facilities owned and maintained by the City of Redlands, at its expense, will apply for and obtain all public authority required by law, ordinance, rule or regulation for the work, and will furnish to SCRRA upon request with satisfactory evidence that such authority has been obtained. The City of Redlands shall act as the lead agency on all planning, zoning, environmental approval and permitting activities required by State or Federal law and shall obtain and pay for all other permits and licenses required by law or regulation for the work. c) All work of the City of Redlands upon the railroad right-of-way shall be performed and completed in a manner satisfactory of SCRRA’s Minimum Requirements set forth in Exhibit D-1, D-2, D-3, D-4, D-5, and other guidelines or standards furnished by SCRRA.
d) SCRRA will have the right to stop work if any of the following events take place:
i) City of Redlands (or any of its Contractor(s)) performs the work in a manner contrary to the plans and specifications approved by SCRRA on the Right-of-Entry Permit; ii) City of Redlands (or any of its Contractor(s)), in SCRRA’s opinion, prosecutes the work in a manner which is hazardous to the railroad right-of-way, facilities or the safe and expeditious movement of railroad traffic; iii) the insurance required by the AGREEMENT is canceled during the course of the work or does not meet the minimum requirements specified herein.
e) The work stoppage may continue until all necessary actions are taken by City of Redlands or its Contractor(s) to rectify the conditions to the satisfaction of SCRRA or until additional insurance has been delivered to and accepted by SCRRA, or the obligations are brought current.

SECTION 3 - INJURY AND DAMAGE TO PROPERTY
If the City of Redlands, in the performance of any work contemplated by this AGREEMENT or by the failure to do or perform anything for which the City of Redlands is responsible under the provisions of this AGREEMENT, shall injure, damage or destroy any property of the railroad or of any other person lawfully occupying or using the right-of-way of the railroad, such property shall be replaced or repaired by the City of Redlands at the City of Redlands 's own expense, or by SCRRA at the expense of the City of Redlands, and to the satisfaction of SCRRA.

SECTION 4 - SAFETY MEASURES; PROTECTION OF SCRRA OPERATIONS It is understood and recognized that safety and continuity of SCRRA's operations and communications are of the utmost importance; and in order that the same may be adequately safeguarded, protected and assured, and in order that accidents and/or incidents may be prevented and avoided, it is agreed with respect to all of said work of the City of Redlands that the work will be performed in a safe manner and in conformity with the following standards:

Redlands Regular Meeting of 09-20-2022 82 of 359
a) City of Redlands and Contractor. All references in this AGREEMENT shall also include the Contractor(s), its subcontractors of any tier, and their respective officers, agents and employees, and others acting under its or their authority; and all references in this AGREEMENT to work of the City of Redlands shall include work within the railroad right-of-way, as well as work outside and adjacent to the railroad right-of-way, such as temporary traffic control, that has the potential to impact the railroad right-of-way..
b) Compliance with Laws. The City of Redlands shall comply with all applicable federal, state and local laws, regulations and enactments affecting the work. The City of Redlands shall use only such methods as are consistent with safety, both as concerns the City of Redlands, the City of Redlands’ agents and employees, the officers, agents, employees and property of SCRRA and the public in general. The City of Redlands (without limiting the generality of the foregoing) shall comply with all applicable state and federal occupational safety and health acts, labor laws, laws governing trade, travel and use of material, and similar laws or regulations. All Federal Railroad Administration regulations shall be followed when work is performed on the railroad right-of-way. If any failure by the City of Redlands to comply with any such laws, regulations, and enactments, shall result in any fine, penalty, cost or charge being assessed, imposed or charged against SCRRA, the City of Redlands shall reimburse and indemnify SCRRA for any such fine, penalty, cost, or charge, including without limitation attorney's fees, court costs and expenses. The City of Redlands further agrees in the event of any such action, upon notice thereof being provided by SCRRA, to defend such action free of cost, charge, or expense to SCRRA. c) No Interference or Delays. The City of Redlands shall not do, suffer or permit anything which will or may obstruct, endanger, interfere with, hinder or delay maintenance or operation of SCRRA's tracks or facilities, or any communication or signal lines, PTC system and critical features, installations or any appurtenances thereof, or the operations of others lawfully occupying or using the railroad right-of-way or facilities. d) Supervision. The City of Redlands, at its own expense, shall adequately supervise and inspect all work to be performed by the City of Redlands’ Contractor, and shall not inflict injury to persons or damage to property for the safety of whom or of which SCRRA may be responsible, or to property of SCRRA. The responsibility of the City of Redlands for safe conduct and adequate policing and supervision of the work shall not be lessened or otherwise affected by SCRRA's approval of plans and specifications, or by SCRRA's collaboration in performance of any work, or by the presence at the work site of SCRRA's representatives, or by compliance by the City of Redlands with any requests or recommendations made by such representatives. If a representative of SCRRA is assigned to the work, the City of Redlands will give due consideration to suggestions and recommendations made by such representative for the safety and protection of SCRRA's property, right-of-way, and operations.
e) Suspension of Work. If at any time the City of Redlands or SCRRA shall be of the opinion that any work of the City of Redlands is being or is about to be done or prosecuted without due regard and precaution for safety and security, the City of Redlands shall immediately suspend the work until suitable, adequate and proper protective measures are adopted and provided.

Redlands Regular Meeting of 09-20-2022 83 of 359
f) Removal of Debris. The City of Redlands shall not cause, suffer or permit material or debris to be deposited or cast upon, or to slide or fall upon any railroad right-of-way or facilities of SCRRA; and any such material and debris shall be promptly removed from the railroad right-of-way by the City of Redlands at the City of Redlands' own expense or by SCRRA at the expense of the City of Redlands. The City of Redlands shall not cause, suffer or permit any water to be drained or pumped onto the railroad right-of-way during any dewatering from the Crossing without the prior permission of SCRRA. This obligation is limited to debris deposited by City of Redlands maintenance personnel and/or its contractors, sub-contractors, and consultants.
g) Explosives. The City of Redlands shall not discharge any explosives on or in the vicinity of the railroad right-ofway without the prior consent of SCRRA, which will not be given if, in the sole discretion of SCRRA, such discharge would be dangerous or would interfere with the railroad right-of-way, property or facilities. For the purposes hereof, the "vicinity of the railroad right-of-way" shall be deemed to be any place on the railroad right-of-way or in such close proximity to the railroad right-of-way that the discharge of explosives could cause injury to SCRRA's employees or other persons, or cause damage to or interference with the facilities or operations on the railroad right-of-way. SCRRA reserves the right to impose such conditions, restrictions or limitations on the transportation, handling, storage, security and use of explosives as SCRRA, in SCRRA's sole discretion, may deem to be necessary, desirable or appropriate. h) Excavation. The CITY shall not excavate from existing slopes nor construct new slopes which are excessive and may create hazards of slides or falling rock, or impair or endanger the clearance between existing or new slopes and the tracks of SCRRA. The City of Redlands shall not do or cause to be done any work which will or may disturb the stability of any area or adversely affect SCRRA's tracks or facilities. The City of Redlands, at its own expense, shall install and maintain adequate shoring and cribbing for all excavation and/or trenching performed by the City of Redlands in connection with maintenance or other work. Systems for the support of any excavation must conform to the requirements of SCRRA Excavation Support Guidelines and/or CalOSHA, whichever is more comprehensive. The shoring and cribbing shall be constructed and maintained with materials and in a manner approved by SCRRA to withstand all stresses likely to be encountered, including any stresses resulting from railroad surcharges or vibrations caused by SCRRA's operations in the vicinity.
i) Falsework. No falsework may be erected over the track or on the railroad right-of-way except as approved by SCRRA. All falsework must conform to the requirements of the Caltrans Falsework Manual for traffic openings and any additional provisions provided by SCRRA.
j) Fiber Optic Cables. Fiber optic and other cable systems may be buried on SCRRA's right-of-way. Protection of the fiber optic cable systems is of extreme importance since any break could disrupt service to users resulting in business interruption and loss of revenue and profits. The City of Redlands and its consultants and contractors shall telephone the Underground Service Alert of Southern California toll-free at (800) 227-2600 a minimum of two (2) workings days before performing any excavation for work within the railroad right-of-way.

Redlands Regular Meeting of 09-20-2022 84 of 359
k) SCRRA Signal and Communication Facilities. SCRRA is not a member of Underground Service Alert of Southern California. The City of Redlands, and its consultants and contractors, shall call SCRRA Signal Department at (909) 592-1346 to request marking of signal and communication cables or conduits or both a minimum of 72-hours prior to performing any excavation on the railroad right-of-way. No work may proceed until City of Redlands has been provided with an SCRRA dig number in addition to that provided by Underground Service Alert. In case of signal emergencies or grade crossing problems, the contractor shall call SCRRA's 24-hour signal emergency number at (888) 446-9721.

SECTION 5 - OTHER RAILROADS AND AGENCIES
All protective and indemnifying provisions of this AGREEMENT shall inure to the benefit of SCRRA and any other Operating Railroad company lawfully using the railroad right-of-way or facilities. On any certificate of insurance furnished pursuant to this AGREEMENT, SCRRA must be named as the Certificate holder or the insured. The following must be named as an additional insured:

Los Angeles County Metropolitan Transportation Authority (METRO) Orange County Transportation Authority (OCTA)
Riverside County Transportation Commission (RCTC)
San Bernardino County Transportation Authority (SBCTA)
Ventura County Transportation Commission (VCTC)
Burlington Northern Santa Fe Corporation (BNSF)
National Railroad Passenger Corporation (Amtrak)
Union Pacific Railroad Company (UPRR)
SECTION 6 - REMEDIES FOR BREACH OR NONUSE
The City of Redlands will surrender peaceable possession of the Crossing upon termination of this AGREEMENT.

Termination of this AGREEMENT shall not affect any rights, obligations or liabilities of the PARTIES, accrued or otherwise, which may have arisen prior to termination.

END EXHIBIT A
Redlands Regular Meeting of 09-20-2022 85 of 359
EXHIBIT B-1
To Maintenance Agreement
for
All At-Grade Crossings within MP 61.87 to 66.48 of
the San Gabriel Subdivision
Crossing Location Print
Redlands Regular Meeting of 09-20-2022 86 of 359
EXHIBIT B-1
Crossing Location Print
Figure 1: Location Map
Redlands Regular Meeting of 09-20-2022 87 of 359
Figure 2: Vicinity Map
Redlands Regular Meeting of 09-20-2022 88 of 359
Figure 3: Site Map
Figure 4: Site Map
Redlands Regular Meeting of 09-20-2022 89 of 359
EXHIBIT B-2
To Maintenance Agreement
for
All At-Grade Crossings within MP 61.87 to 66.48 of
the San Gabriel Subdivision
Crossing Plans
Redlands Regular Meeting of 09-20-2022 90 of 359
CONTRACT No.

APPROVED BY: DATE:

SUBMITTED BY: DATE:

LOCATION

PROJECT

REDLANDS PASSENGER RAIL PROJECT

NO SCALE

VICINITY MAP
Chatsworth
Camarillo
Northridge
Princessa
Sun
Valley
Lancaster
Palmdale
Newhall
San Fernando
Sylmar /
Burbank
Airport
Burbank
Glendale
Santa Clarita
Oxnard
Moorpark
SimiValley
ElMonte
Fontana
San Bernardino
Rialto
Upland
Montclair
Claremont
Pomona
Covina
Baldwin Park
CalState L.A.

Downtown
Riverside
Pedley
East Ontario
Ontario
Downtown
Pomona
Downtown
Industry
Montebello
Commerce
Norwalk
Anaheim
Oceanside
San Clemente
San Juan Capistrano
Mission
Viejo
Laguna Niguel/
Irvine
Tustin
Santa Ana
Orange
Fullerton
Buena Park
Union Station
Los Angeles
Coron
C
a
anyon
Anaheim
West Corona
La Sierra
Riverside -
Cucamonga
Rancho
405
10 5
605
405
5 15
215
15 215
15 10
210
210
5 5
105
22 57
60 134
2 23
14 60
91 73
1 1
1 91 91
55 241
710
71 241
10 PACIFIC
OCEAN
COUNTY

LOS ANGELES
COUNTY

VENTURA
COUNTY

SAN BERNARDINO
COUNTY

RIVERSIDE
COUNTY
ORANGE
COUNTY

SAN DIEGO
15 Montalvo
Vincent
Redlands
210
118
101
Van Nuys
170
101
110
110
126
101
133
Colton

ROB KLOVSKY, PROJECT MANAGER
VOLUME 1

SAN BERNARDINO COUNTY TRANSPORTATION AUTHORITY
17-1001705

ISSUED FOR BID
MAY 18, 2018

ROBERT C KLOVSKY
No. C62996
6/30/18
CAROLYN SCHINDLER, P.E., SBCTA
8/29/2018 9:06:14 PMpw:\\pwappsac01:California_Sacram ento\Docum ents\351426\CON0102831\000000000268339\6.0_CAD_BIM\6.2_W ork_In_Progress\6.2.2 ContractFiles\RPRP_02-Contract_Files-Bid_Addendum _01\_PlotDRV\SANBAG_BW .tblc:\pwworking\sac\d0761459\SANBAG-11x17bw_pdf.pltcfgpw:\\pwappsac01:California_Sacram ento\Docum ents\351426\CON0102831\000000000268339\6.0_CAD_BIM\6.2_W ork_In_Progress\6.2.2 ContractFiles\RPRP_02-Contract_Files-Bid_Addendum _01\SheetFiles - Mainline PostIFB\01a_GENERAL\26495-00-GI00000v1.dgn

MGRANADO
5-18-2018
Redlands Regular Meeting of 09-20-2022 91 of 359
REV. DATE APP. 5-18-2018 BY SUB.

DESIGNED BYDRAWN BYCHECKED BYAPPROVED BYDATE
CONTRACT NO.

REVISION SHEET NO.

DRAWING NO.

SCALE
8/23/2018 12:00:51PM
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REDLANDS PASSENGER RAIL PROJECT
R. KLOVSKY
San Bernardino County Transportation Authority
2280 Market Street, Suite 100Riverside, CA 92501-2110(951) 320-7300HDR 17-1001705
J. SONG
No. 71849
CIVIL

RO P F ON ESSI AL
ER E
NE
IG N
ER G
SI

D RET E
T
TA E
S

OF CALIFORNIA
Exp. 12/31/19
GN SO HENG SNIAJ J. KUO
J. BROWN
M
M
R
R
R
R
M
A
sph
.

A
sph
.

Conc
.
319
320
321
322
318
319
320
321
322
7 8 9 10 11 12
N
20 0 20 40
SCALE: 1"=20'

MOUNTAIN VIEW AVENUE
STA > MOUNTAIN VIEW AVE = 9+77.31
1"=20'
CR51101

ROADWAY IMPROVEMENT
CONSTRUCTION NOTES:
> MT-1
(93'R/W)
(41'R/W)
(52'R/W)
CONSTRUCTION REMOVAL NOTES:
9'
LAYOUT
(93'R/W)
(41'R/W)
(52'R/W)
14'X10'
> MT-2

EX CITY R/W

EX SBCTA R/W

EX CITY R/W
100'
100'
STA > MT-2 = 320+33.64
STA > MOUNTAIN VIEW AVE = 9+97.40MP 61.87 (5.14)STA > MT-1 = 320+31.37 MOUNTAIN VIEW AVENUE - MP 61.87 (5.14)

RAILROAD ANTENNA
DOT 027228D, CPUC 101 SG-61.87

BY OTHERSCONSTRUCTED BRIDGE TO BE

PLANS (TYP)SEE FENCING

R/WSBCTA PROP

IDVA PROJECT - BY OTHERSMOUNTAIN VIEW AVENUE

IDVA PROJECT - BY OTHERSMOUNTAIN VIEW AVENUE
W = 12'> DWYSTA 10+90.00
FOR DETAILSIGNAL PLANS CR51102 SEE ELEV PER SHEET PROP PB (TYP)

PROP EASEMENT
15 .4' FENCE
POLE
BEG C&G, SWK42.00' LTSTA 9+69.91

33.97' LTSTA 9+80.52
1107.64 TCEND C&G, SWK33.97' LTSTA 9+92.96
34 .
9 '

MEDIAN - BY OTHERS
1 REMOVE EXISTING AC PAVEMENT
49 49 INSTALL SIGNAL HOUSE
3 4
3 4 3
4 3
4 SAWCUT EXISTING PAVEMENT
4 COLD MILL 0.12' EXISTING PAVEMENT AND CONSTRUCT 0.12' ASPHALT CONCRETE OVERLAY3 1 1
25 25 CONSTRUCT DRIVEWAY FOR MAINTENANCE ACCESS PER SCRRA ENGINEERING STD ES4011 1 PROTECT IN PLACE
1 1
16 CONSTRUCT 8" HIGH TYPE A2-8 CURB AND GUTTER PER SPPWC STD PLAN NO. 120-2 16 21
21 21
21 21
18 REMOVE EXISTING RAIL EQUIPMENT PER SIGNAL PLANS
1 18
1 1 08-28-18 ADDENDUM 1 EA CC
SHEET CR00006CONSTRUCT 4" PCC SIDEWALK PER SPPWC STD PLAN NO. 112-2 AND 113-2, AND PER DETAIL A 1 1 No. RE
G
IS
TERED

PROFESSIONAL
ENG
IN
E
E
R

STATE OF CALIFORNIA CIVIL

CHRISTOPLIS

CHARLES
045570
406 OF 2425
Redlands Regular Meeting of 09-20-2022 92 of 359
REV. DATE APP. 5-18-2018 BY SUB.

DESIGNED BYDRAWN BYCHECKED BYAPPROVED BYDATE
CONTRACT NO.

REVISION SHEET NO.

DRAWING NO.

SCALE
8/23/2018 12:05:38PM
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REDLANDS PASSENGER RAIL PROJECT
R. KLOVSKY
San Bernardino County Transportation Authority
2280 Market Street, Suite 100Riverside, CA 92501-2110(951) 320-7300HDR 17-1001705
J. SONG
No. 71849
CIVIL

RO P F ON ESSI AL
ER E
NE
IG N
ER G
SI

D RET E
T
TA E
S

OF CALIFORNIA
Exp. 12/31/19
GN SO HENG SNIAJ J. KUO
J. BROWN
M
M
R R
R R
9 10 11
319+50
320+00
320+50
321+00
321+50
319+50
320+00
320+50
321+00
321+50

MOUNTAIN VIEW AVENUE
1"=10'
CR51102

ROADWAY IMPROVEMENT
10 0 10 20
SCALE: 1"=10'
N
CONSTRUCTION NOTES:
> MT-2
> MT-1
> MT-2
> MT-1
10'
15'
10'
CR51402SEE DRAWING

GRADE CROSSING LAYOUT
CR51401

SEE DRAWING
CR51402

SEE DRAWING

EX SBCTA R/W

EX CITY R/W

EX CITY R/W
15'
15'
15'
15'

1. ES4011 AND ES4012, WHICHEVER IS APPLICABLE.SHALL COMPLY WITH SCRRA ENGINEERING STANDARDSPEDESTRIAN FACILITIES AT VEHICLE CROSSINGS NOTE:
10'
10'
15'
CR51401SEE DRAWING
MP 61.87 (5.14)STA > MT-1 = 320+31.37STA > MOUNTAIN VIEW AVE = 9+97.40 STA > MT-2 = 320+33.64STA > MOUNTAIN VIEW AVE = 9+77.31

38.47' LTSTA 10+45.69

0.00' LTSTA 10+45.69

46.50' RTSTA 9+18.29

0.00' LTSTA 9+18.29
MOUNTAIN VIEW AVENUE - MP 61.87 (5.14)

R/WSBCTA EX
50 50
50 50
48 48 34
34 34
34 3448
50 SCRRA ENGINEERING STD ES8300INSTALL CPUC STD NO. 9 ACTIVE WARNING DEVICE PER ENGINEERING STD ES4201, LAYOUT PER TRACK PLANSINSTALL PRECAST CONCRETE PANELS PER SCRRA PER SCRRA ENGINEERING STD ES4201CONSTRUCT ASPHALT CONCRETE PAVEMENT AND RAMP ELEV=1103.9'LIDPROP PB
ELEV=1102.1'PROP PB LID
ELEV=1100.9'LIDPROP PB
ELEV=1107.5'PROP PB LID
12'
1 1 08-28-18 ADDENDUM 1 EA CC
1 No. RE
G
IS
TERED

PROFESSIONAL
ENG
IN
E
E
R

STATE OF CALIFORNIA CIVIL

CHRISTOPLIS

CHARLES
045570
407 OF 2425
Redlands Regular Meeting of 09-20-2022 93 of 359
REV. DATE APP. 5-18-2018 BY SUB.

DESIGNED BYDRAWN BYCHECKED BYAPPROVED BYDATE
CONTRACT NO.

REVISION SHEET NO.

DRAWING NO.

SCALE
8/23/2018 12:05:55PM
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REDLANDS PASSENGER RAIL PROJECT
R. KLOVSKY
San Bernardino County Transportation Authority
2280 Market Street, Suite 100Riverside, CA 92501-2110(951) 320-7300HDR 17-1001705
J. SONG
No. 71849
CIVIL

RO P F ON ESSI AL
ER E
NE
IG N
ER G
SI

D RET E
T
TA E
S

OF CALIFORNIA
Exp. 12/31/19
GN SO HENG SNIAJ J. KUO
J. BROWN
M
M
R R
319+25
319+50
319+75
320+00
319+25
319+50
319+75
320+00

WEST SIDE
CONSTRUCTION NOTES:

CR51401
1"=5'

ROADWAY IMPROVEMENT
5 0 5 10
SCALE: 1"=5'-0"
N
> MT-2
> MT-1
5'

4. 95' 2.5'
45°
3'X3'
13'
5 .70'
3'X3'
L=5'

46.97' LT
STA 9+91.07
MOUNTAIN VIEW AVENUE - MP 61.87 (5.14)
GRADE CROSSING DETAILS (SHEET 1 OF 2)
6'X3'
L=5'

47.47' LT
STA 10+57.24
6'X3'
40 41
40 41
40 40
38 38
38 39
40 41 INSTALL METAL HAND RAILING PER SCRRA ENGINEERING STD ES4005 PLANWITH GATE ARM PER SCRRA ENGINEERING STD ES8300, LENGTH PER INSTALL CPUC STD NO. 9 PEDESTRIAN AUTOMATIC WARNING DEVICE

DOME), DIMENSIONS PER PLANINSTALL ADA DETECTABLE WARNING SURFACE (RAISED TRUNCATED 45°
5'
NOTE:
19 .65'
2 .89
'

23.44'

9. 2'

8.77'
1107.12 BW

56.76' LT
STA 10+58.55
1107.41 BW

54.51' LT
STA 10+10.35
3'
39 1
1 08-28-18 ADDENDUM 1 EA CC
39 1 1

3. 2.

1. 1
ES4002, LAYOUT PER PLAN AND AS MODIFIED BY NOTE 3.
1 INSTALL PEDESTRIAN SWING GATE PER SCRRA ENGINEERING STD OTHERWISE.

CENTER OF PEDESTRIAN GATE ARM POLE, UNLESS NOTED
ACCOMPANYING HAND RAILINGS AT 3 FEET FROM

BEGIN/END PEDESTRIAN SWING GATE ASSEMBLY/
SEE ROADWAY LAYOUT SHEET FOR STATIONING.

AND ES4012, WHICHEVER IS APPLICABLE.

COMPLY WITH SCRRA ENGINEERING STANDARDS ES4011

PEDESTRIAN FACILITIES AT VEHICLE CROSSINGS SHALL
1 No. RE
G
IS
TERED

PROFESSIONAL
ENG
IN
E
E
R

STATE OF CALIFORNIA CIVIL

CHRISTOPLIS

CHARLES
045570
408 OF 2425
Redlands Regular Meeting of 09-20-2022 94 of 359
REV. DATE APP. 5-18-2018 BY SUB.

DESIGNED BYDRAWN BYCHECKED BYAPPROVED BYDATE
CONTRACT NO.

REVISION SHEET NO.

DRAWING NO.

SCALE
8/23/2018 12:05:58PM
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C:\ProgramFiles(x86)\Com m onFiles\InterPlot\IPLOT\bin\iplotdrvm.plt \\OMAP-INPICS01\ICSforPDF\2515\883953_111\26495-06-CR51402.DGN OMAP-INPICS02$

REDLANDS PASSENGER RAIL PROJECT
R. KLOVSKY
San Bernardino County Transportation Authority
2280 Market Street, Suite 100Riverside, CA 92501-2110(951) 320-7300HDR 17-1001705
J. SONG
No. 71849
CIVIL

RO P F ON ESSI AL
ER E
NE
IG N
ER G
SI

D RET E
T
TA E
S

OF CALIFORNIA
Exp. 12/31/19
GN SO HENG SNIAJ J. KUO
J. BROWN
R R
sph
.
320+50
320+75
321+00
321+25
321+50
320+50
320+75
321+00
321+25
321+50

EAST SIDE
CR51402
1"=5'

ROADWAY IMPROVEMENT
5 0 5 10
SCALE: 1"=5'-0"
N
> MT-2 > MT-1
3'

1.485' ' 4
.95'
5'
45° 45°

4. 95'
5'
5'
3'X3' 3'X3'
6 .
5 '
6 .
5 '
9 '
L=5'

55.50' RT
STA 9+76.41
L=5'

55.50' RT
STA 9+10.67

EX SBCTA R/W

EX CITY R/W
MOUNTAIN VIEW AVENUE - MP 61.87 (5.14)
GRADE CROSSING DETAILS (SHEET 2 OF 2)
41 40
40 40
40 38
38 6'X3'
6'X3'
39 24.27'

18. 36'
1108.47 BW

62.00' RT
STA 9+58.01

5.7'
16 .94'
1108.73 BW

62.00' RT
STA 9+11.72
1 1
08-28-18 ADDENDUM 1 EA CC
39 1
1 CONSTRUCTION NOTES:
38 39
40 41 INSTALL METAL HAND RAILING PER SCRRA ENGINEERING STD ES4005 PLANWITH GATE ARM PER SCRRA ENGINEERING STD ES8300, LENGTH PER INSTALL CPUC STD NO. 9 PEDESTRIAN AUTOMATIC WARNING DEVICE

DOME), DIMENSIONS PER PLANINSTALL ADA DETECTABLE WARNING SURFACE (RAISED TRUNCATED NOTE:

3. 2.

1. 1
ES4002, LAYOUT PER PLAN AND AS MODIFIED BY NOTE 3.
1 INSTALL PEDESTRIAN SWING GATE PER SCRRA ENGINEERING STD OTHERWISE.

CENTER OF PEDESTRIAN GATE ARM POLE, UNLESS NOTED
ACCOMPANYING HAND RAILINGS AT 3 FEET FROM

BEGIN/END PEDESTRIAN SWING GATE ASSEMBLY/
SEE ROADWAY LAYOUT SHEET FOR STATIONING.

AND ES4012, WHICHEVER IS APPLICABLE.

COMPLY WITH SCRRA ENGINEERING STANDARDS ES4011

PEDESTRIAN FACILITIES AT VEHICLE CROSSINGS SHALL
1 No. RE
G
IS
TERED

PROFESSIONAL
ENG
IN
E
E
R

STATE OF CALIFORNIA CIVIL

CHRISTOPLIS

CHARLES
045570
409 OF 2425
Redlands Regular Meeting of 09-20-2022 95 of 359
10 11
5865 AVENIDA ENCINAS, #142-BCARLSBAD, CA 92008PH: 760-602-4290WWW.STCTRAFFIC.COM San Bernardino County Transportation Authority
HDR2280 Market Street, Suite 100Riverside, CA 92501-2110(951) 320-7300 Redlands Regular Meeting of 09-20-2022 96 of 359
REV. DATE APP. 5-18-2018 BY SUB.

DESIGNED BYDRAWN BYCHECKED BYAPPROVED BYDATE
CONTRACT NO.

REVISION SHEET NO.

DRAWING NO.

SCALE
1/31/20192:55:02PM
p:\pwworking\sac\d0756163\SANBAG-ICS-HALF.tbl
C:\ProgramFiles(x86)\Com m onFiles\InterPlot\IPLOT\bin\iplotdrvm.plt \\OMAP-INPICS01\ICSforPDF\3077\990937_74\26495-06-CR63101.DGN OMAP-INPICS02$

REDLANDS PASSENGER RAIL PROJECT
R. KLOVSKY
San Bernardino County Transportation Authority
2280 Market Street, Suite 100Riverside, CA 92501-2110(951) 320-7300HDR 17-1001705
J. SONG
No. 71849
CIVIL

RO P F ON ESSI AL
ER E
NE
IG N
ER G
SI

D RET E
T
TA E
S

OF CALIFORNIA
Exp. 12/31/19
GN SO HENG SNIAJ J. KUO
J. BROWN
0 02-06-19 CONFORMED TJ SG
M
MM
MM
MM

R R R R
R R
R
R
A
sph
.

A
sph
.

Conc
.

W
W
P
W
T
WW
Off 14.213 (4.33')
Sta 380+02.150
E 6796019.357 Lon=117°13'34.327"W
N 1847209.652 Lat=34°3'56.678"N
379 380
3 8
1 3
82 3
79 3
80 381
3 82
3 79
3 80
381
3 82
7 8 9 10 11 12
N
5'
REMOVAL NOTES:

CONSTRUCTION NOTES:
12'

CALIFORNIA STREET
32 ' 57' 2'4'
5'
20 0 20 40
SCALE: 1"=20'
1"=20'
CR63101

ROADWAY IMPROVEMENT
> MT-2
> MT-1
N89°
34 1'4
"E
N89°
3414'
"E
(44'R/W)(63'R/W)
WV 5.63' LT
9+69.47 EC

MHSEWER
SWK
6'
No. R

CURVE DATA
T L
1 167.46 14°05'00" 41.16
2 20.69
167.46 10°13'07" 14.97 29.87
1 2
LAYOUT

EX SBCTA R/W

EX CITY R/W

EX SBCTA R/W

EX SBCTA R/W
1 PROTECT IN PLACE
23 ADJUST TO GRADE, ITEM PER PLANSAWCUT EXISTING PAVEMENT 45 10
14 16
21 24 CONSTRUCT DRIVEWAY PER SPPWC STD PLAN NO. 110-2, TYPE B 26 29 CONSTRUCT CROSS GUTTER PER SPPWC STD PLAN NO. 122-2 21 3 4
5 2
4 2
14 2
5 16
29 29
21 5
10 24 24
1 REMOVE EXISTING AC PAVEMENT
34 REMOVE EXISTING CURB & GUTTER
6 5 REMOVE EXISTING SIDEWALK7 REMOVE CROSS GUTTER
10 5
4 3
1 7
4 5
1 1
4 10
10 5 21
2 2
10 26
26 6 6
49 INSTALL SIGNAL HOUSE
49 REMOVE EXISTING RAILROAD SIGNAL

TREE TREE
3 N00°23'00"W
3 40.00 90°29'40" 40.35 63.184 25.00 90°31'32" 25.23 39.50 STA > CALIFORNIA ST = 9+95.33MP 63.00 (6.27)STA > MT-1 = 380+12.53

EX SBCTA R/W
W=24
'
>
DRWY
STA
9+3
8 COLORMATCH
CONSTRUCT 8" HIGH TYPE A1-8 CURB PER SPPWC STD PLAN NO. 120-2 16 REMOVE EXISTING CONCRETE PANEL
16 16
1 1
1 1
1 18
18 44
18 18
JOIN EXISTBEG MEDSTA 8+40.00, 4.00' RT
JOIN EXISTBEG MEDSTA 8+40.00, 6.00' RT
LPL

SIGNMON

PROP SBCTA R/W
WM
>
DRWY,
W=36
'
STA
8+62
3 (50' R/W)
(50' R/W)

1.00' LT9+40.00 PRC

4.00' RT8+99.25 BC
4 RELOCATE FLAG POLE. TO BE COORDINATED WITH PROPERTY OWNER 2 R/WSBCTA PROP

FOR DETSEE FENCING PLAN
10 CALIFORNIA STREET - MP 63.00 (6.27)
DOT 027231L, CPUC 101 SG-63.00
3 TOTAL
4 3
JOIN EXISTBEG C&G, SWK & PVMTSTA 8+40.00, 32.00' LT

REMOVE EXISTING CURBREMOVE EXISTING DRIVEWAY

REMOVE EXISTING RAIL EQUIPMENT PER SIGNAL PLANS
INSTALL NON-REMOVABLE BOLLARDS PER SHEET CR00006CONSTRUCT FULL AC PAVEMENT SECTION, DEPTHS OF AC AND AB PER SHEET CR00006CONSTRUCT 8" HIGH TYPE A2-8 CURB AND GUTTER PER SPPWC STD PLAN NO. 120-2CONSTRUCT 6" HIGH TYPE A2-6 CURB AND GUTTER PER SPPWC STD PLAN NO. 120-2 1 6
1 6
6 44

PROP TCE

56.34'
STA > CALIFORNIA ST = 9+80.00STA > MT-2 = 380+12.92MP 63.00 (6.27)

EASEMENTPROP

SEE FENCING PLANS
5'
2 JOIN EXISTBEG C&G, SWK & PVMTSTA 8+40.00, 57.00' RT
18 1
CB
2 SIGN
MHSD
SEE SIGNAL PLANS (TYP)ELEV PER SHEET CR63102PROP PB (TYP) 1 CB
2 PB

VAULTSCE
LPL GUY 1
PP &
2 SIGN
WM
WELLMONITORING 1
PLACE6" ABANDON IN REMOVED TO TOP WELLS TO BE MONITORING BFP 1
SEE SHT CR63301DETAIL B
SEE SHT CR63301DETAIL A

CITY INSPECTOR'S APPROVALIN FUNCTIONING ORDER TO ADJUSTED AS NEEDED AND BE PROTECTED IN PLACE OR EXISTING IRRIGATION TO BE

DISPOSITION PLANSSEE UTILITY APPURTENANCESWEIR AND IRRIG LIMITS SEE SHEET CR63103IN CALTRANS ACCESS CONTROL FOR PROPOSED CONSTRUCTION 1161.5'PAD = 10'x14'
1 16
52 .44
'
LPL
24 REMOVE AND SALVAGE EXISTING SIGN
24 24
24 95% COMPACTED NATIVE MATERIAL CONSTRUCT STAMPED CONCRETE MEDIAN PAVEMENT, 4" PCC OVER 4" SAND FILL OVER ES4001, DETAIL BCONSTRUCT 8" AC PAVEMENT WITH GLASS GRID PER SCRRA ENGINEERING STD 111-5, CASE A, TYPE 1CONSTRUCT CURB RAMP AND DETECTABLE WARNING SURFACE PER SPPWC STD PLAN NO.

CALTRANS R/W

CALTRANS R/W
CITY, ELECTRICAL AND COMMUNICATIONS TEAMTO BE COORDINATED WITH PROPERTY OWNER, REMOVE AND SALVAGE SIGN AND LIGHT FIXTURE. 2 FH
DETAIL A SHEET CR00006CONSTRUCT 4" PCC SIDEWALK PER SPPWC STD PLAN NO. 112-2 AND 113-2, AND PER No. RE
G
IS
TERED

PROFESSIONAL
ENG
IN
E
E
R

STATE OF CALIFORNIA CIVIL

CHRISTOPLIS

CHARLES
045570
COLD MILL 2" EXISTING PAVEMENT AND CONSTRUCT 2" ASPHALT CONCRETE OVERLAY Redlands Regular Meeting of 09-20-2022 97 of 359
M
M
M

R R R R

R R R R
W
P
W
T
PP
o
le
no
t
a
lane
in outs
ide
Vcan
is
W
e
ir
RR I
RR I
-
B
F
?
po
le?
RR
m
eter
o
ld
REV. DATE APP. 5-18-2018 BY
SUB.

DRAWN BY

CHECKED BY

APPROVED BY
DATE
CONTRACT NO.

REVISION SHEET NO.

DRAWING NO.

SCALE
1/31/2019 5:04:40 PMpw:\\pwappsac01:California_Sacram ento\Docum ents\SANBAG\SANBAG_RPRP_Final_Design\SANBAG_RPRP_Final_Design\6.0_CAD_BIM\6.2_W ork_In_Progress\6.2.2 ContractFiles\RPRP_02-Contract_Files-Bid_Addenda\_PlotDRV\SANBAG_BWc:\pwworking\sac\d0761459\SANBAG-11x17bw_pdf.pltcfgpw:\\pwappsac01:California_Sacram ento\Docum ents\SANBAG\SANBAG_RPRP_Final_Design\SANBAG_RPRP_Final_Design\6.0_CAD_BIM\6.2_W ork_In_Progress\6.2.2 ContractFiles\RPRP_03-Contract_Files-Conform ed\SheetFiles - Mainline Conform ed\06a_CIVIL\ROADW AY\

TJACQUES

ESSI AL
ER E

NE IG N

ER G SI

D RET E
T TA E
S

OF CALIFORNIA
Exp. 12/31/19
GN SO
HENG
SNIAJ
J. KUO
J. BROWN
0 02-06-19 CONFORMED TJ SG
9 10 11
379+50 380+00 380+50 381+00
379+50 380+00 380+50 381+00
1"=10'
CR63102

ROADWAY IMPROVEMENT
10 0 10 20
SCALE: 1"=10'
N

CALIFORNIA STREET
51' 12' 26'
CONSTRUCTION NOTES:
> MT-2
> MT-1
51' 2' 36'
SWK
6'
SW

6.5'
12'
12' 15'

GRADE CROSSING LAYOUT

EX SBCTA R/W

EX SBCTA R/W
12'

EX SBCTA R/W

EX CITY R/W

EX SBCTA R/W
SW
6'
36 50
50 50
50 48 48
50 48
50 NOTES:

CR63401

SEE SHT
CR63401

SEE SHT

EX CITY R/W
15'
12'
12'
15'

0.00' LT
STA 10+10.31

0.00' LT
STA 9+68.00

61.50' RT
STA 9+68.00

GLASS GRID PVMT SECTION
STA 9+65 BEGIN
CALIFORNIA STREET - MP 63.00 (6.27)

1. 2.

ENGINEERING STANDARDS ES4001 AND ES8405

INSTALL VEHICLE DETECTION LOOPS PER SCRRA

3. UTILITY LINE

PROTECT UTILITY - HAND DIG OR POTHOLE EXISTING
ES4011 AND ES4012, WHICHEVER IS APPLICABLE

SHALL COMPLY WITH SCRRA ENGINEERING STANDARDS

PEDESTRIAN FACILITIES AT VEHICLE CROSSINGS
INSTALL CPUC STD NO. 9E ACTIVE WARNING DEVICE PER SCRRA ENGINEERING STD ES8300 CONSTRUCT ASPHALT CONCRETE PAVEMENT AND RAMP PER SCRRA ENGINEERING STD ES4201 34 34
36 34 INSTALL CPUC STD NO. 9 ACTIVE WARNING DEVICE PER SCRRA ENGINEERING STD ES8300 6 CONSTRUCT 8" AC PAVEMENT WITH GLASS GRID PER SCRRA ENGINEERING STD ES4001, DETAIL B 6 6
34 6
34 INSTALL PRECAST CONCRETE PANELS PER SCRRA ENGINEERING STD ES4201, LAYOUT PER TRACK PLANS ELEV = 1163.0'

PROP PB LID
ELEV = 1165.0'

PROP PB LID
1162.9'
ELEV =
LID

PROP PB
SEE NOTE 3

36.50' LT
STA 10+10.31
(TYPICAL)
SEE NOTE 2

PVMT SECTION

END GLASS GRID
STA 10+10
SEE NOTE 3

36.50' LT
STA 9+68.00
ELEV = 1166.0'

PROP PB LID

15.33'

15.33'
STA > MT-1 = 380+12.53
STA > CALIFORNIA STREET = 9+95.33
MP 63.00 (6.27)
STA > MT-2 = 380+12.92
STA > CALIFORNIA STREET = 9+80.00
Redlands Regular Meeting of 09-20-2022 98 of 359
REV. DATE APP. 5-18-2018 BY SUB.

DESIGNED BYDRAWN BYCHECKED BYAPPROVED BYDATE
CONTRACT NO.

REVISION SHEET NO.

DRAWING NO.

SCALE
1/31/2019 3:00:37 PM
p:\pwworking\sac\d0756163\SANBAG-ICS-HALF.tbl
C:\Program Files (x86)\Com m on Files\InterPlot\IPLOT\bin\iplotdrvm .plt \\OMAP-INPICS01\ICSforPDF\3077\990937_77\26495-06-CR63201.DGN OMAP-INPICS02$

ESSI AL
ER E

NE IG N

ER G SI

D RET E
T TA E
S

OF CALIFORNIA
Exp. 12/31/19
GN SO
HENG
SNIAJ J. KUO
J. BROWN
0 02-06-19 CONFORMED TJ SG
9+80.00
9+95.33
(-0.93%)
8+40.00 BVC
9+40.00 EVC
1165.18 FS
9+70.00 GB
1165.48 FS
10+05.33 GB
1165.48 FS
10+64.00 GB

1.00% 0.00% -0.45%

JOIN EXIST

JOIN EXIST
(-1.51%) 0.00%
10+05.31 GB

JOIN EXIST
8+40.00 GB
1164.75 TC
8+50.00 GB
1164.91 TC
8+75.00 GB
1165.33 TC
9+00.00 GB
1165.72 TC
9+25.00 GB
1165.98 TC
9+50.00 GB
1166.09 TC
9+70.00 GB
1166.09 TC
10+05.33 GB
1166.09 TC
10+64.00 GB
1166.00 TC

1.60% 1.68% 1.56% 1.04% 0.44% 0.00% 0.00% -0.15%
1165.42 FS
1165.42 FS
8+40.00 GB
1164.76 TC
8+50.00 GB
1164.91 TC
8+75.00 GB
1165.28 TC
9+00.00 GB
1165.66 TC
9+25.00 GB
1165.98 TC
9+50.00 GB
1166.17 TC
9+70.00 GB
1166.22 TC
10+05.33 GB
1166.22 TC
10+64.00 GB
1166.07 TC

1.50% 1.48% 1.52% 1.28% 0.76% 0.25% 0.00% -0.26%
1165.55 FS
1165.55 FS
(-1.75%)
1164.56 TC
1164.36 TC
8+52.01 PVI
8+40.00-57.00' RT
BVC
8+64.03-57.00'RT

EVC,BCR
1164.90 TC
8+79.42-60.08'RT
1165.23 TC
8+92.44-68.84'RT
1165.56 TC
9+01.08-81.93'RT

JOIN EXIST
(1165.89 TC)
ECR 9+04.03-97.35'RT
1166.50 TC
9+41.56-72.59'RT
1166.42 TC
9+46.96-64.40'RT
(1166.59 TC) JOIN EXIST
BCR 9+39.72-82.23'RT
L/4
L/4

0.00%
L = 24'
G1 = 1.00%
G2 = 1.70%
9+70.04-57.00'RT GB
10+05.37-57.00'RT GB
1166.11 FL

2.17%

2.24%

1.72%

1.88%

JOIN EXIST
CL1160 RT1170
10+00 11+00
RT1170
CL1160 CL1170
LT1160
CL1170 LT1160
1163.90 FL

57.00'RT
8+64.03
1164.77 FL

57.00'RT
9+04.03
1165.57 FL

57.00'RT
9+39.72

57.00'RT
9+70.04
7+00 8+00 9+00
PROPOSED GRADE AT >
EXISTING GRADE AT >
9+40.00 EVC
1165.15 TC
0" CF
1165.15 TC
0" CF
1166.11 TC
0" CF
1166.11 TC
(0.70%)
(1.46%)
(0.86%)
10+64.00 GB
1164.85 TC
-1.09%
10+19.81 GB

1.35%
6" CF
1165.33 TC

1.36%
10+24.70 GB
1166.36 TC
10+37.50 GB
1166.22 TC
-1.11% -1.70%
8" CF
0" TO 8"

TRANSITION

CURB HEIGHT

19.33'
1166.11 TR
380+69.52 (MT-1)
9+95.37
1166.11 TR
380+69.92 (MT-2)
9+80.04
10+64.00 GB

JOIN EXIST
1165.49 TR
380+12.92 (MT-2)
1165.49 TR
380+12.53 (MT-1)
G1 = 1.57% G2 = 1.00%
VC = 100'
PVI = 1164.68 @ 8+90.00
1164.27FS
8+65.00
1164.92FS
9+15.00
1164.61FS
8+90.00
1164.61FS
8+90.00
1164.23 TC
8+95.00
1164.63 TC
9+10.00
1164.63 TC
9+10.00
1164.94 TC
9+25.00
G1 = 0.00% G2 = 3.62%
VC = 40'
G1 = 3.62% G2 = 1.11%
VC = 60'
PVI = 1164.82 @ 9+10.00
PVI = 1163.01 @ 8+60.00
1163.73 TC
8+80.00 PRVC

1.11% -1.30%
9+55.48 GB
9+69.98 G6" TO 0"B

TRANSITION

CURB HEIGHT

14.50'
9+79.98
9+95.31
1165.15 TR
379+80.53 (MT-1)
1165.15 TR
379+80.92 (MT-2)
0" CF
1165.15 TC
6" CF
1165.32 TC
1166.24 TC, 0" CF
ECR 9+64.72-57.00'RT

PROP FL
1166.00 FL

57.00' RT
9+64.72
0" TO 6"

TRANSITION

CURB HEIGHT

15.20'
1166.33 TC, 6" CF
9+55.10-58.93'RT
8+40.00 BVC
8+50.00
8+60.00
8+70.00
1163.42 TC

PROPOSED GRADE AT TOP OF WEST MEDIAN CURB

PROPOSED GRADE AT TOP OF EAST MEDIAN CURB
1162.42 FL
(1163.01 TC)
1162.69 FL
1163.19 TC
1162.56 FL
1163.06 TC
8+99.25 BC
9+40.00 PRC
9+69.47 EC
1165.71 TC

4.00' RT
1166.05 TC

1.00' LT
1166.09 TC

5.63' LT

EXISTING GRADE AT TOP OF EAST CURB

EXISTING GRADE AT TOP OF WEST CURB

PROPOSED GRADE AT TOP OF WEST CURB

PROPOSED GRADE AT TOP OF EAST CURB

EXISTING GRADE AT EAST MEDIAN CURB

EXISTING GRADE AT WEST MEDIAN CURB
0" TO 6"

TRANSITION

14.50' CURB HEIGHT
(1163.90 FS)
(1165.22 FS)
(1164.24 TC)
(1165.77 TC)
CR63201

ROADWAY IMPROVEMENT
HORIZ 1"=20'
PROFILE VERT 1"=4'
CALIFORNIA STREET - MP 63.00 (6.27)
Redlands Regular Meeting of 09-20-2022 99 of 359
REV. DATE APP. 5-18-2018 BY SUB.

DESIGNED BYDRAWN BYCHECKED BYAPPROVED BYDATE
CONTRACT NO.

REVISION SHEET NO.

DRAWING NO.

SCALE
1/31/20193:00:47PM
p:\pwworking\sac\d0756163\SANBAG-ICS-HALF.tbl
C:\ProgramFiles(x86)\Com m onFiles\InterPlot\IPLOT\bin\iplotdrvm.plt \\OMAP-INPICS01\ICSforPDF\3077\990937_78\26495-06-CR63301.DGN OMAP-INPICS02$

REDLANDS PASSENGER RAIL PROJECT
R. KLOVSKY
San Bernardino County Transportation Authority
2280 Market Street, Suite 100Riverside, CA 92501-2110(951) 320-7300HDR 17-1001705
J. SONG
No. 71849
CIVIL

RO P F ON ESSI AL
ER E
NE
IG N
ER G
SI

D RET E
T
TA E
S

OF CALIFORNIA
Exp. 12/31/19
GN SO HENG SNIAJ J. KUO
J. BROWN
0 02-06-19 CONFORMED TJ SG
CL
32'
12'
57' 6'

CALIFORNIA STREET

NORTH OF CROSSING
6' 6'

6.5'
5 21
21 16
16 14 14 10
2:1
2:1 2:1
2:1
5 1'
TO 1.1%
-1.6% -TO -1.1% 5.5%
2%
2%

41.25' 63'

2.75'

EX R/W

CITY OF REDLANDS

EX R/W

CITY OF REDLANDS

EXISTING PAVEMENT LIMITS EXISTING PAVEMENT LIMITS
PB
381
+00
PB

R/W R/W CL
-
TO -1.1% 4.3%
44'
12'
63'
6'
6'

CALIFORNIA STREET

SOUTH OF CROSSING
32' 57'
5 21
16 16
14 14
10 21
2:1
2:1
TO 1.1%
-0.8%
5 2%
2%

PVMTPROP

EX EX
NTS
VAR 2' TO 11.6'
CONSTRUCTION NOTES:
1"=10'
CR63301

TYPICAL SECTION & CONSTRUCTION DETAILS

ROADWAY IMPROVEMENTS
1164.89 FS37.67' LT9+26.00
6" CF1165.31 TC32.00' LT9+54.00
6" CF1164.89 TC32.00' LT9+22.00
1165.37 FS37.67' LT9+50.00
1163.13 FS37.70' LT8+44.00
1163.25 BW44.00' LT8+40.00
1163.26 BW44.00' LT8+44.97
1163.84 FS37.67' LT8+80.00

6.33'
1165.48 FS75.82' RT8+88.03
1165.39 FS72.99' RT8+85.20
1165.07 TC63.91' RT8+86.50
1165.37 TC74.52' RT8+97.11
1165.60 TC84.46' RT9+02.01
8'
8'
4'

5.67'

6.33'5.67'
1164.85 BW63.55' RT8+70.10
10 14
16 21
1165.75 BW87.35' RT8+93.91
W=36'
STA8+62.00
10 '
5 5'
5 '
JOIN EXIST(1165.22 FL)(1165.89 TC)97.35' RT9+04.03 ECR
BEG CROSS GUTTER1163.90 FL1164.56 TC57.00' RT8+64.03 BCR 1164.77 FL57.00' RT9+04.03
1165.57 FL57.00' RT9+39.72
N
N
4'X3'
4'X3'
W=24'
STA9+38.00
2%
2%
2'
JOIN EXIST(1165.12 FS)56.00' LT9+50.00
JOIN EXIST(1164.54 FS)56.00' LT9+16.83
1166.34 BW78.00' RT9+70.04

PROTECT IN PLACEEXISTING CATCH BASIN
CONSTRUCTION REMOVAL NOTES:
2'
5'
6" CF1163.38 FL1163.88 TC32.00' LT8+84.00
END A1-61164.77 BW9+16.11, 44.00' LT
BEGIN A1-6END A2-61164.85 TC49.00' LT9+11.61 EC
JOIN EXIST(1163.98 FS)51.00' LT8+91.58
CONSTRUCT 8" HIGH TYPE A1-8 CURB PER SPPWC STD PLAN NO. 120-2 CONSTRUCT 8" HIGH TYPE A2-8 CURB AND GUTTER PER SPPWC STD PLAN NO. 120-2 CONSTRUCT FULL AC PAVEMENT SECTION, DEPTHS OF AC AND AB PER SHEET CR00006 3 4
4 3 24
24 4
4 3
5 16
21 21 26
26 34

SAWCUT EXISTING PAVEMENT
24 CONSTRUCT DRIVEWAY PER SPPWC STD PLAN NO. 110-2, TYPE B 26 21
21 40
40 40
1 PROTECT IN PLACE
3 3
67 676869
CONSTRUCT 6" PCC PAVEMENT
69 68
18 18 CONSTRUCT 6" HIGH TYPE A2-6 CURB AND GUTTER PER SPPWC STD PLAN NO. 120-2 PCC

SUBGRADE

COMPACTED
2'
1'
1"
8"
1'
R=3/4" R=3/4"
1166.36 FS69.89' RT9+52.74
0" CF1166.11 TC57.00' RT9+70.04
1166.37 TC61.40' RT9+50.55
JOIN EXIST(1166.10 FL)(1166.59 TC)82.23' RT9+39.72 BCR
1166.36 FS73.01' RT9+50.24
1166.50 TC72.74' RT9+41.50
JOIN EXIST6" CF(1163.01 TC)32.00' LT8+40.00
18 68
68 PAVEMENT PAVEMENT
7"
18 CONSTRUCT 2' PCC RIBBON GUTTER PER DETAIL ON SHEET CR63301 18 73 CONSTRUCT 6" HIGH TYPE A1-6 CURB PER SPPWC STD PLAN NO. 120-2 73 73
AC BERM 1
1165.25 BW44.00' LT9+53.95
BEGIN A2-61164.31 TC49.00' LT8+91.58
NOT TO SCALE2' PCC RIBBON GUTTER 1
CR63301
2 CR63301
SEE DETAIL 2
DETAIL 2
R=1.5'
7'
JOIN EXIST(1163.86)51.00' LT8+82.67
JOIN EXIST(1164.52 FS)51.00' LT9+11.61
END A1-61164.21 TC49.00' LT8+88.57 BC
END CROSS GUTTER1166.24 TC57.00' RT9+64.72 ECR
6" CF1166.33 TC58.93' RT9+55.10
BEGIN A1-61164.12 BW8+84.00, 44.00'LT
1 BOLLARDS
3 DETAIL B
1163.76 FL
1163.70 FL

1.5'

1.5'
3'
48 LF

DETAIL A
CALIFORNIA STREET - MP 63.00 (6.27)
INSTALL CURB DRAIN PER SPPWC STD PLAN NO.150-3, CASE PER PLANINSTALL ADA DETECTABLE WARNING SURFACE (RAISED TRUNCATED DOME), DIMENSIONS PER PLAN 3 REMOVE EXISTING CURB
3 PROP TCE

PROP TCE

PROP EASEMENT

PROP TCE

PROP EASEMENT

PROP TCE

PROP TCE
JOIN EXIST(1163.88 FS)51.00' LT8+88.57

PLANTER AREAELECTRICAL WITHIN PROTECT EXISTING
NTS
67 COMPACTED NATIVE MATERIAL CONSTRUCT STAMPED CONCRETE MEDIAN PAVEMENT, 4" PCC OVER 4" SAND FILL OVER 95% 111-5, CASE A, TYPE 1CONSTRUCT CURB RAMP AND DETECTABLE WARNING SURFACE PER SPPWC STD PLAN NO.

JOIN EXIST(1163.52)51.00LT8+45.02
N=3CASE 3
SHEET CR00006CONSTRUCT 4" PCC SIDEWALK PER SPPWC STD PLAN NO. 112-2 AND 113-2, AND PER DETAIL A No. RE
G
IS
TERED

PROFESSIONAL
ENG
IN
E
E
R

STATE OF CALIFORNIA CIVIL

CHRISTOPLIS

CHARLES
045570
COLD MILL 2" EXISTING PAVEMENT AND CONSTRUCT 2" ASPHALT CONCRETE OVERLAY Redlands Regular Meeting of 09-20-2022 100 of 359
M
R R
R R
REV. DATE APP. 5-18-2018 BY
SUB.

DRAWN BY

CHECKED BY

APPROVED BY
DATE
CONTRACT NO.

REVISION SHEET NO.

DRAWING NO.

SCALE
2/4/2019 1:43:24 PMpw:\\pwappsac01:California_Sacram ento\Docum ents\SANBAG\SANBAG_RPRP_Final_Design\SANBAG_RPRP_Final_Design\6.0_CAD_BIM\6.2_W ork_In_Progress\6.2.2 ContractFiles\RPRP_02-Contract_Files-Bid_Addenda\_PlotDRV\SANBAG_BWc:\pwworking\sac\d0761459\SANBAG-11x17bw_pdf.pltcfgpw:\\pwappsac01:California_Sacram ento\Docum ents\SANBAG\SANBAG_RPRP_Final_Design\SANBAG_RPRP_Final_Design\6.0_CAD_BIM\6.2_W ork_In_Progress\6.2.2 ContractFiles\RPRP_04-Contract_Files-Construction_Revisions\SheetFiles - Construction Revisions\06a_C

TJACQUES

ESSI AL
ER E

NE IG N

ER G SI

D RET E
T TA E
S

OF CALIFORNIA
Exp. 12/31/19
GN SO
HENG
SNIAJ
J. KUO
J. BROWN
0 02-06-19 CONFORMED TJ SG
379+75
379+75
380+75 381+00
380+75 381+00
CR63401
GRADE CROSSING DETAIL 1"=5'

ROADWAY IMPROVEMENT
N
5 0 5 10
SCALE: 1"=5'-0"
1165.15 TC

32.00' LT
STA 9+69.98
1066.11 TC

57.00' RT
STA 9+70.04
1166.11 TC

57.00' RT
STA 10+05.37

WEST SIDE

EAST SIDE
3'X3'
3'X3'
3'X3' 3'X3'
10' 10'
15'
15' 20'
5' 5'
5'
1' 1'
6'
10' 10'

4.95'

2.5'

4.95'
5'

2.5'
> MT-2 > MT-1
> MT-2 > MT-1

7.5' 7.5'
10'

2.5'

16.97'
45°

20.51'

34.6'
CONSTRUCTION NOTES:

4.5'

12.73'
7'

6.15'

1165.15 TC

32.00' LT
STA 10+05.31

CURB FACE

GUTTER LIP
3'
3'

CURB FACE

GUTTER LIP

EX SBCTA R/W

EX CITY R/W

EX SBCTA R/W

89'
39 41
38 39
41 39
40 40
40 40
40 40
38 39
40 40
41 41
38 45°
20'
5' 5'

4.5'

6.5'
6'X3'

7.5'

7.5'
10'
6'X3'
6'X3'
1164.92 BW

53.00' LT
STA 9+69.97
1164.92 BW

53.00' LT
STA 10+05.30
1165.22 BW

38.50' LT
STA 10+29.80
L=5'

45.50' LT
STA 9+67.98
1166.55 TC

78.00' RT
STA 9+40.04
L=5'

70.50' RT
STA 9+68.00
1166.34 BW

78.00' RT
STA 9+70.04 1160.30 BW

75.00' RT
STA 10+05.38
1166.05 BW

63.00' RT
STA 10+30.38

CALIFORNIA STREET

CALIFORNIA STREET
8'
30'
1160.32 BW

75.00' RT
STA 10+15.38
1165.02 BW

53.00' LT
STA 10+15.30

EX SBCTA R/W
1165.04 BW

53.00' LT
STA 9+62.95
6'X3'
38 L=5'

67.50' RT
STA 10+10.38
38 L=5'

45.50' LT
STA 10+10.33
CALIFORNIA STREET - MP 63.00 (6.27)

PROP TCE

LENGTH PER PLAN
DEVICE WITH GATE ARM PER SCRRA ENGINEERING STD ES8300,
INSTALL CPUC STD NO. 9 PEDESTRIAN AUTOMATIC WARNING

15.33'

25.33'

5.33'

15.33'

5.33'

25.33'

15.33'
1165.25 BW

44.00' LT
STA 9+53.96
1166.29 BW

63.00' RT
STA 10+27.38
1166.36 BW

63.55' RT
STA 10+26.83
1166.36 FS

62.10'' RT
STA 10+25.38
1165.92 BW

63.00' RT
STA 10+40.38
12'
8" CF
1166.36 TC

57.00' RT
STA 10+25.38
4" CF
1165.97 TC

57.00' RT
STA 10+30.38
4" CF
1165.84 TC

57.00' RT
STA 10+40.38
8" CF
1166.09 TC

57.00' RT
STA 10+45.38
1166.17 BW

63.00' RT
STA 10+45.38
1165.21 BW

38.50' LT
STA 10+31.00
1164.91 BW

38.50' LT
STA 10+36.00
1164.78 BW

38.50' LT
STA 10+48.00
1165.06 BW

38.50' LT
STA 10+53.00
8" CF
1164.21 TC

32.00' LT
STA 10+31.00
4" CF
1164.82 TC

32.00' LT
STA 10+36.00
4" CF
1164.69 TC

32.00' LT
STA 10+48.00
8" CF
1164.97 TC

32.00' LT
STA 10+53.00

1. AND ES4012, WHICHEVER IS APPLICABLE.

COMPLY WITH SCRRA ENGINEERING STANDARDS ES4011

PEDESTRIAN FACILITIES AT VEHICLE CROSSINGS SHALL
NOTE:

2. SEE ROADWAY LAYOUT SHEET FOR STATIONING.

3. 39
40 41

DOME), DIMENSIONS PER PLAN

INSTALL ADA DETECTABLE WARNING SURFACE (RAISED TRUNCATED ES4002, LAYOUT PER PLAN AND AS MODIFIED BY NOTE 3.

INSTALL PEDESTRIAN SWING GATE PER SCRRA ENGINEERING STD ES4005

INSTALL METAL HAND RAILING PER SCRRA ENGINEERING STD
OTHERWISE.

GATE ARM POLE, UNLESS NOTED
AT 3 FEET FROM CENTER OF PEDESTRIAN

ASSEMBLY/ACCOMPANYING HAND RAILINGS

BEGIN/END PEDESTRIAN SWING GATE
No. REG ISTERED PROFESSIONAL ENG INEER

STATE OF CALIFORNIA
CIVIL

CHRISTOPLIS

CHARLES
045570

4.5'
9' 9'
9'
Redlands Regular Meeting of 09-20-2022 101 of 359
5865 AVENIDA ENCINAS, #142-B
CARLSBAD, CA 92008PH: 760-602-4290WWW.STCTRAFFIC.COM
San Bernardino County Transportation Authority
HDR2280 Market Street, Suite 100Riverside, CA 92501-2110(951) 320-7300 Redlands Regular Meeting of 09-20-2022 102 of 359

CONDUCTOR SCHEDULE POLE AND EQUIPMENT SCHEDULE
5865 AVENIDA ENCINAS, #142-BCARLSBAD, CA 92008PH: 760-602-4290WWW.STCTRAFFIC.COM San Bernardino County Transportation Authority
HDR2280 Market Street, Suite 100Riverside, CA 92501-2110(951) 320-7300

EXISTING POLES TO BE
Redlands Regular Meeting of 09-20-2022 103 of 359
5865 AVENIDA ENCINAS, #142-B
CARLSBAD, CA 92008PH: 760-602-4290WWW.STCTRAFFIC.COM
San Bernardino County Transportation Authority
HDR2280 Market Street, Suite 100Riverside, CA 92501-2110(951) 320-7300

PROPOSED PHASE DIAGRAM

RAILROAD PREEMPTION

TRACK CLEAR

EXISTING PHASE DIAGRAM POLE LOCATION DETAIL

RAILROAD PREEMPTION

LIMITED SERVICE

DETECTOR ASSIGNMENT
Redlands Regular Meeting of 09-20-2022 104 of 359
REV. DATE APP. 5-18-2018 BY SUB.

DESIGNED BYDRAWN BYCHECKED BYAPPROVED BYDATE
CONTRACT NO.

REVISION SHEET NO.

DRAWING NO.

SCALE
1/15/2019 11:08:53AM
p:\pwworking\sac\d0756163\SANBAG-ICS-HALF.tbl
C:\ProgramFiles(x86)\Com m onFiles\InterPlot\IPLOT\bin\iplotdrvm.plt \\OMAP-INPICS01\ICSforPDF\3039\990937_80\26495-06-CR68101.DGN OMAP-INPICS02$

REDLANDS PASSENGER RAIL PROJECT
R. KLOVSKY
San Bernardino County Transportation Authority
2280 Market Street, Suite 100Riverside, CA 92501-2110(951) 320-7300HDR 17-1001705
J. SONG
No. 71849
CIVIL

RO P F ON ESSI AL
ER E
NE
IG N
ER G
SI

D RET E
T
TA E
S

OF CALIFORNIA
Exp. 12/31/19
GN SO HENG SNIAJ J. KUO
J. BROWN
0 02-06-19 CONFORMED TJ SG
A
sph
.

A
sph
.

Conc
.

W
WW
T
P
T
W W
406
407
408
7 8 9 10 11
N
20 0 20 40
SCALE: 1"=20'
CONSTRUCTION NOTES:
23'
30'
REMOVAL NOTES:
24'
5'

NEVADA STREET

NEVADA STREET
>
> MT
1"=20'
CR68101

ROADWAY IMPROVEMENT
(32'R/W)
No. R T L
1 1.00 180°00'00" 3.14
2 1.00 180°00'00" 3.14
1 2
LAYOUT

EX CITY R/W

EX SBCTA R/W

EX SBCTA R/W
(50'R/W)
23 '

28.6'
(44'R/W)
3 24.00 51°51'10" 11.67 21.72
N0°25'29"W
5 '
SWK 5.5
'

0.5'R

PROP EASEMENT

PROP SBCTA R/W

FOR DETSEE DRAINAGE PLANS

FOR DETSEE FENCING PLANS
5'
6 .
5 '
5 '
(50'R/W)
4 2
'
2 '

PROP TCE

PROP EASEMENT

LINE/CURVE DATA
4 - - 11.65 (30'R/W) (30'R/W)
15'
9'
6 5
5 - - 48.67
6 - - 22.65
N09°56'37"E
N45°00'00"W -- NEVADA STREET - MP 63.50 (6.77) 3 SEE SIGNAL PLANS FOR DET (TYP) ELEV PER SHEET CR68102 PROP PB (TYP) N06°09'13"E 60.7' FOR DISPOSITION SEE UTILITY PLANS BLOWOFF VALVE No. REG ISTERED PROFESSIONAL ENG INEER STATE OF CALIFORNIA CIVIL CHRISTOPLIS CHARLES 045570 SWK 5.5' WV 49 MH FOR DETAIL A SEE SHT CR68301 SWK SIGN DRWY PP PPGUY DRWY TEL PAD = 1195.8' 10'x8' SEE SHT CR68102 AC RAMP DOT 027232T, CPUC 101 SG-63.50 GRATE & GUY POLE MH SCE SEE SHT CR68102 AC RAMP STA > NEVADA STREET = 9+79.97 STA > MT = 406+55.10 MP 63.50 (6.77) 345 SAWCUT EXISTING PAVEMENT 4 3 1621 16 21 5 16 3 14 14 5 14 1 REMOVE EXISTING AC PAVEMENT 4 REMOVE EXISTING CURB & GUTTER 5 REMOVE EXISTING SIDEWALK 15 4 5 1 15 10 1 10 4 2 10 2 ADJUST TO GRADE, ITEM PER PLAN 2549 INSTALL SIGNAL HOUSE REMOVE EXISTING RAILROAD SIGNAL 3 4 5 21 3 5 5 21 16 1 JOIN EXIST BEG PVMT STA 8+59.00, 2.00' LT JOIN EXIST BEG PVMT STA 8+59.00, 2.00' RT JOIN EXIST BEG CURB STA 9+28.81, 43.55' RT, BCR 1.00' RT 8+61.00 EC 1.00' LT 8+61.00 BC CONSTRUCT 8" HIGH TYPE A1-8 CURB PER SPPWC STD PLAN NO. 120-2 7 REMOVE CROSS GUTTER 710 10 10 4 18 REMOVE EXISTING RAIL EQUIPMENT PER SIGNAL PLANS 18 1 3 JOIN EXIST PVMT END PVMT STA 11+01.00, 2.00' LT 1 3 35 1.00' LT 10+99.00 EC JOIN EXIST CURB END DIKE STA 11+28.50, 18.61' RT 4 JOIN EXIST BEG C&G, SWK, PVMT STA 8+80.00, 24.00' LT JOIN EXIST BEG PARTIAL DRWY STA 9+28.81, 30.00' RT JOIN EXIST BEG PVMT STA 8+80.00, 30.00' RT JOIN EXIST PVMT END PVMT STA 11+06.00, 16.00' RT 1 2 2 1 1 1 1 PROTECT IN PLACE 18 37 37 CONSTRUCT DRIVEWAY PER SPPWC STD PLAN NO. 110-2, TYPE C 1 18 JOIN EXIST PVMT END PVMT STA 11+01.00, 2.00' RT JOIN EXIST PVMT END C&G, SWK & PVMT STA 10+50.00, 24.00' RT BEG DIKE STA 10+58.00, 24.00' RT 1 15 SEE ELEC PLANS STA 10+37.16 32.71' RT STA 9+46.45 ECR SEE ELEC PLANS STA 9+45.31 CONSTRUCT FULL AC PAVEMENT SECTION, DEPTHS OF AC AND AB PER SHEET CR00006 CONSTRUCT 8" HIGH TYPE A2-8 CURB AND GUTTER PER SPPWC STD PLAN NO. 120-2 CONSTRUCT 6" HIGH TYPE A2-6 CURB AND GUTTER PER SPPWC STD PLAN NO. 120-2 CONSTRUCT DRIVEWAY FOR MAINTENANCE ACCESS PER SCRRA ENGINEERING STD ES4011 REMOVE/RELOCATE EXISTING POWER POLE, SEE UTILITY DISPOSITION PLANS 7 CONSTRUCT HOT MIX ASPHALT DIKE PER CALTRANS STD PLAN NO. A87B, TYPE A 7 55 55 55 95% COMPACTED NATIVE MATERIAL CONSTRUCT STAMPED CONCRETE MEDIAN PAVEMENT, 4" PCC OVER 4" SAND FILL OVER DETAIL A SHEET CR00006 CONSTRUCT 4" PCC SIDEWALK PER SPPWC STD PLAN NO. 112-2 AND 113-2, AND PER COLD MILL 2" EXISTING PAVEMENT AND CONSTRUCT 2" ASPHALT CONCRETE OVERLAY BEG TRANSITION SWK STA 8+80.00, 31.50' LT END TRANSITION SWK STA 8+90.00, 30.50' LT INSTALL STREET LIGHT PER ELECTRICAL PLANS 21 25 > DRWY, W=12' STA 10+24.16 1.00' RT 10+99.00 BC JOIN EXIST PVMT END C&G, SWK, PVMT STA 10+50.00, 24.00' LT 21 Redlands Regular Meeting of 09-20-2022 105 of 359
REV. DATE APP. 5-18-2018 BY SUB.

DESIGNED BYDRAWN BYCHECKED BYAPPROVED BYDATE
CONTRACT NO.

REVISION SHEET NO.

DRAWING NO.

SCALE
1/15/2019 11:09:44AM
p:\pwworking\sac\d0756163\SANBAG-ICS-HALF.tbl
C:\ProgramFiles(x86)\Com m onFiles\InterPlot\IPLOT\bin\iplotdrvm.plt \\OMAP-INPICS01\ICSforPDF\3039\990937_81\26495-06-CR68102.DGN OMAP-INPICS02$

REDLANDS PASSENGER RAIL PROJECT
R. KLOVSKY
San Bernardino County Transportation Authority
2280 Market Street, Suite 100Riverside, CA 92501-2110(951) 320-7300HDR 17-1001705
J. SONG
No. 71849
CIVIL

RO P F ON ESSI AL
ER E
NE
IG N
ER G
SI

D RET E
T
TA E
S

OF CALIFORNIA
Exp. 12/31/19
GN SO HENG SNIAJ J. KUO
J. BROWN
0 02-06-19 CONFORMED TJ SG
WW
P
T
W
RR I
B
F
M
H
G
T
9 10
406+00
406+50
407+00
1"=10'
CR68102

ROADWAY IMPROVEMENT

NEVADA STREET
10 0 10 20
SCALE: 1"=10'
N
CONSTRUCTION NOTES:

GRADE CROSSING LAYOUT
> MT
10' 10'

EX SBCTA R/W

EX CITY R/W

EX CITY R/W
23 '
2 '
23 '
15'

12.5'
15'
2'
SWK

5.5'
34 34
34 50
48 50
50 50
48 50
NOTES:

1. ES4011 AND ES4012, WHICHEVER IS APPLICABLE.SHALL COMPLY WITH SCRRA ENGINEERING STANDARDSPEDESTRIAN FACILITIES AT VEHICLE CROSSINGS MP 63.50 (6.77)STA > MT = 406+55.10STA > NEVADA STREET = 9+79.97 CR68401SEE SHT
CR68401SEE SHT

PROP TCE

PROP EASEMENT

4.5'

28.50' LTSTA 9+98.67

28.50' RTSTA 9+59.90
NEVADA STREET - MP 63.50 (6.77)
ELEV = 1196.4'PROP PB LID
ELEV = 1195.85'PROP PB LID
1197.6'ELEV = PROP PB LID
ELEV = 1199.8'PROP PB LID

JOIN EXISTING
1198.60

29.50'RT
10+58.00

PROP SBCTA R/W

2. PROTECT UTILITY - HAND DIG OR POTHOLE EXISTING UTILITY LINE.

SEE NOTE 2
ENGINEERING STD ES8300INSTALL CPUC STD NO. 9 ACTIVE WARNING DEVICE PER SCRRA ES4201, LAYOUT PER TRACK PLANSINSTALL PRECAST CONCRETE PANELS PER SCRRA ENGINEERING STD ENGINEERING STD ES4201CONSTRUCT ASPHALT CONCRETE PAVEMENT AND RAMP PER SCRRA 1198.80 BW

29.50'RT
10+50.00
SWK

5.5'
1198.70 TC

24.00'RT
10+50.00
No. RE
G
IS
TERED

PROFESSIONAL
ENG
IN
E
E
R

STATE OF CALIFORNIA CIVIL

CHRISTOPLIS

CHARLES
045570
15'
CR68401SEE SHT CR68401

SEE SHT
3 '
3 '

13.91'
SWK

5.5'
1198.10 TC

24.00'RT
10+58.00
1198.83 TC

24.00' LT
10+50.00
1198.94 BW

29.50' LT
10+50.00

JOIN EXIST
(1198.70 FS)

24.00' LT
10+58.00

JOIN EXIST
(1198.91 FS)

29.50' LT
10+58.00
8'
Redlands Regular Meeting of 09-20-2022 106 of 359
REV. DATE APP. 5-18-2018 BY SUB.

DESIGNED BYDRAWN BYCHECKED BYAPPROVED BYDATE
CONTRACT NO.

REVISION SHEET NO.

DRAWING NO.

SCALE
1/15/2019 11:12:56AM
p:\pwworking\sac\d0756163\SANBAG-ICS-HALF.tbl
C:\ProgramFiles(x86)\Com m onFiles\InterPlot\IPLOT\bin\iplotdrvm.plt \\OMAP-INPICS01\ICSforPDF\3039\990937_82\26495-06-CR68201.DGN OMAP-INPICS02$

REDLANDS PASSENGER RAIL PROJECT
R. KLOVSKY
San Bernardino County Transportation Authority
2280 Market Street, Suite 100Riverside, CA 92501-2110(951) 320-7300HDR 17-1001705
J. SONG
No. 71849
CIVIL

RO P F ON ESSI AL
ER E
NE
IG N
ER G
SI

D RET E
T
TA E
S

OF CALIFORNIA
Exp. 12/31/19
GN SO HENG SNIAJ J. KUO
J. BROWN
0 02-06-19 CONFORMED TJ SG
8+80.00BVC
9+40.00EVC
1198.49TC
9+53.59GB
9+72.92GB
9+93.07GB
10+12.40GB
10+50.00GB
1198.83TC
J1.36% -1.29% 0.71% 2.28% -0.42% OINEXIST
8+80.00BVC
9+40.00EVC
1198.30 FS
9+69.88GB
1198.65 FS
9+90.05GB
1198.79 FS
10+50.00GB

1.19% 0.71% -0.92%
1198.73TR
406+55.10(MT)
9+79.97
(-0.96%) J

OINEXIST

JOINEXIST
10+00 12+00
RT1200 CL1195
PROPOSED GRADE AT RECORD >
EXISTING GRADE AT RECORD >
7+00 8+00 9+00
LT1195 LM1195 LM1200 LT1200 RM1200 RM1195 RT1195
Lc = 21.72'
CL1200
0"CF
1198.41TC
0"CF
1198.55TC
8"CF
1198.99TC
8"CF
1198.67TC

ENDCURB
1198.48TR
406+30.91(MT)
9+83.00
1198.00TC
8+95.00
1198.14TC
9+10.00
1198.30TC
9+25.00
G1 = 0.60% G2 = 1.36%
VC = 60'
PVI = 1198.08 @ 9+10.00
8" TO 0"

TRANSITION

CURB HEIGHT

19.33'
0" TO 8"

TRANSITION

CURB HEIGHT
G1 = 0.60% G2 = 1.19%
VC = 60'
PVI = 1197.94 @ 9+10.00
1197.86FS
8+95.00
1197.98FS
9+10.00
1198.13FS
9+25.00
8+60.00GB
1198.35TC
8+61.00 BC
1198.44TC
8+80.00BVC
1198.53TC
8+95.00
1198.65TC
9+10.00
1198.65TC
9+10.00
1198.79TC
9+25.00
1198.95TC
9+40.00EVC
9+70.00GB
9+89.18GB
1199.26TC
10+50.00GB
1198.98TC
10+99.00 BC
11+00.00GB

1.00%

0.50%

1.19% -0.57%
-1.00%
G1 = 0.50% G2 = 1.19%
VC = 60'
PVI = 1198.59 @ 9+10.00 -0.32%
8+60.00GB
1198.35TC
8+61.00EC
1198.44TC
8+80.00BVC
1198.53TC
8+95.00
1198.65TC
9+10.00
1198.65TC
9+10.00
1198.79TC
9+25.00
1198.95TC
9+40.00EVC
9+69.76GB
9+89.93GB
1199.26TC
10+50.00GB
1198.98TC
10+99.00EC
11+00.00GB

1.00%

0.50%

1.19% -0.57%
-1.00%
G1 = 0.50% G2 = 1.19%
VC = 60'
PVI = 1198.59 @ 9+10.00 -0.32%
1198.34TC

0.00' LT
1199.31TC

1.00' LT
1199.46TC

1.00' LT
1198.97TC

0.00' LT
1198.34TC

0.00'RT
1199.33TC

1.00'RT
1199.45TC

1.00'RT
1198.97TC

0.00'RT
RT1200 RT1195 RM1195 RM1200 CL1195 CL1200 LM1195 LM1200 LT1195 LT1200 (0.45%)
(0.43%)

19.33'

PROPOSED GRADE AT TOP OF EAST MEDIAN CURB

PROPOSED GRADE AT TOP OF WEST MEDIAN CURB
1198.17TC
9+33.22
1198.36TC
9+37.63
1198.56TC
9+42.04
9+66.75GB
9+76.84
9+86.92GB
10+06.25GB
1199.16TC
10+14.42GB
10+50.00GB

0.48% 0.84% 0.69% 1.14% -1.10% -1.29%

3.59%
1198.97TR
406+79.31(MT)
0"CF
1199.03TC
0"CF
1198.89TC
8"CF
1199.25TC

ENDCURB
1198.70TC
1198.79TC
9+54.75GB, 24.00'RTAP
9+46.45GB, 32.18'RTECR
1198.75TCL/4
0" TO 8"

TRANSITION

CURB HEIGHT

19.33'
9+28.81GB, 43.88'RT BCR

JOINEXIST

EXISTING GRADE AT TOP OF WEST CURB

EXISTING GRADE AT TOP OF EAST CURB PROPOSED GRADE AT TOP OF EAST CURB

PROPOSED GRADE AT TOP OF WEST CURB

EXISTING GRADE AT WEST MEDIAN CURB

EXISTING GRADE AT EAST MEDIAN CURB
(1198.24 FS)
(1197.90TC)(1197.76 FS)
(1197.97TC), 0"CF
CR68201

ROADWAY IMPROVEMENT
HORIZ 1"=20'
PROFILE VERT 1"=4'
NEVADA STREET - MP 63.50 (6.77)
Redlands Regular Meeting of 09-20-2022 107 of 359
REV. DATE APP. 5-18-2018 BY SUB.

DESIGNED BYDRAWN BYCHECKED BYAPPROVED BYDATE
CONTRACT NO.

REVISION SHEET NO.

DRAWING NO.

SCALE
1/15/2019 11:13:04AM
p:\pwworking\sac\d0756163\SANBAG-ICS-HALF.tbl
C:\ProgramFiles(x86)\Com m onFiles\InterPlot\IPLOT\bin\iplotdrvm.plt \\OMAP-INPICS01\ICSforPDF\3039\990937_83\26495-06-CR68301.DGN OMAP-INPICS02$

REDLANDS PASSENGER RAIL PROJECT
R. KLOVSKY
San Bernardino County Transportation Authority
2280 Market Street, Suite 100Riverside, CA 92501-2110(951) 320-7300HDR 17-1001705
J. SONG
No. 71849
CIVIL

RO P F ON ESSI AL
ER E
NE
IG N
ER G
SI

D RET E
T
TA E
S

OF CALIFORNIA
Exp. 12/31/19
GN SO HENG SNIAJ J. KUO
J. BROWN
0 02-06-19 CONFORMED TJ SG

R/W R/W
TO -1.1% -1.4% TO 1.1%
-1.9%
30'

NEVADA STREET

EX EX
5 5
16 MAX
2%
21 16
2'
14 10
14 R/W CL R/W
8' 24'
32' 44'

NEVADA STREET
MAX
2%
21 VAR 24' TO 30'
14 10
14 2'
2:1
2:1
2:1 2:1
2:1
TO 1.1%
-2.5%
5 5
1'
1'
CL R/W
10 14
14 R/W
2'
TO -1.1%
-1.4%

EXIST GROUND EXIST GROUND

NEVADA STREET
30'
23' 23' 5.50'

EX EX
VAR 12' TO 20'
5 5
3 3
1' 1'

CITY CITY

EX EX

CITY CITY

IT OCCURS

MEDIAN WHERE

IT OCCURSMEDIAN WHERE

NORTH OF CROSSING

SOUTH OF CROSSING
4 4
VAR 30' - 32' VAR 30' - 44'
18 21
18 VAR

6.5'
TO

7.5'
MAX
2%
21 2:1
PB
CONSTRUCTION NOTES:
1"=10'
CR68301

ROADWAY IMPROVEMENT

TYPICAL SECTION & CONSTRUCTION DETAILS
5 CONSTRUCT FULL AC PAVEMENT SECTION, DEPTHS OF AC AND AB PER SHEET CR00006 16 21
10 14
1198.90 FL
1198.90 TC

24.00'RT
9+66.75
1198.62 LIP

22.00'RT
9+53.93
1198.38 LIP

29.73'RT
9+46.08
1198.49 FL
1198.79 TC

24.00'RT
9+54.75

CURVE DATA
3 R T L
3 24.00' 11.67 21.72
1198.96 BW

44.00'RT
9+49.48
1199.10 FS

44.00'RT BW
9+64.05
N

DETAIL A

BEG CURB AND GUTTER

END PARTIAL DRWY
1198.31 FL
1198.75 TC

32.18'RT ECR
9+46.45
1198.87 LIP

22.00'RT
9+67.00
1198.38 BW

50.19'RT
9+37.86
CONSTRUCT 8" HIGH TYPE A2-8 CURB AND GUTTER PER SPPWC STD PLAN NO. 120-2 CONSTRUCT 8" HIGH TYPE A1-8 CURB PER SPPWC STD PLAN NO. 120-2 34 SAWCUT EXISTING PAVEMENT
3 21
4 - - 11.65
NEVADA STREET - MP 63.50 (6.77)

JOIN EXIST PARTIAL DRWY

BEG PARTIAL DRWY
(1197.44 LIP)

32.17' RT
9+28.81
18 18 CONSTRUCT 6" HIGH TYPE A2-6 CURB AND GUTTER PER SPPWC STD PLAN NO. 120-237 CONSTRUCT DRIVEWAY PER SPPWC STD PLAN NO. 110-2, TYPE C 37 COMPACTED NATIVE MATERIAL CONSTRUCT STAMPED CONCRETE MEDIAN PAVEMENT, 4" PCC OVER 4" SAND FILL OVER 95% NTS
STA. 9+25.44 TO 9+66.75 RT

JOIN EXIST
(1197.33 FL)

31.17'RT
9+28.81
4 JOIN EXIST

BEG PARTIAL DRWY
(1198.04 FS)

50.19'RT
9+28.81
A SHEET CR00006CONSTRUCT 4" PCC SIDEWALK PER SPPWC STD PLAN NO. 112-2 AND 113-2, AND PER DETAIL No. RE
G
IS
TERED

PROFESSIONAL
ENG
IN
E
E
R

STATE OF CALIFORNIA CIVIL

CHRISTOPLIS

CHARLES
045570
COLD MILL 2" EXISTING PAVEMENT AND CONSTRUCT 2" ASPHALT CONCRETE OVERLAY Redlands Regular Meeting of 09-20-2022 108 of 359
REV. DATE APP. 5-18-2018 BY SUB.

DESIGNED BYDRAWN BYCHECKED BYAPPROVED BYDATE
CONTRACT NO.

REVISION SHEET NO.

DRAWING NO.

SCALE
1/15/2019 11:13:42AM
p:\pwworking\sac\d0756163\SANBAG-ICS-HALF.tbl
C:\ProgramFiles(x86)\Com m onFiles\InterPlot\IPLOT\bin\iplotdrvm.plt \\OMAP-INPICS01\ICSforPDF\3039\990937_84\26495-06-CR68401.DGN OMAP-INPICS02$

REDLANDS PASSENGER RAIL PROJECT
R. KLOVSKY
San Bernardino County Transportation Authority
2280 Market Street, Suite 100Riverside, CA 92501-2110(951) 320-7300HDR 17-1001705
J. SONG
No. 71849
CIVIL

RO P F ON ESSI AL
ER E
NE
IG N
ER G
SI

D RET E
T
TA E
S

OF CALIFORNIA
Exp. 12/31/19
GN SO HENG SNIAJ J. KUO
J. BROWN
0 02-06-19 CONFORMED TJ SG
406+00
406+25
406+75
407+00
1198.90 TC24.00' RT STA 9+66.75
1199.04 TC24.00' RT STA 9+86.92

EAST SIDE
CR68401
GRADE CROSSING DETAILS 1"=5'

ROADWAY IMPROVEMENT
5 0 5 10
SCALE: 1"=5'-0"
N
CONSTRUCTION NOTES:

WEST SIDE
L=5'37.50' RT STA 9+88.51
1199.26 BW29.50' RT STA 10+10.12
1198.38 BW50.19' RT STA 9+37.86
1199.10 BW44.00' RT STA 9+64.05
3'X3'
3'X3'
1199.24 BW44.00' RT STA 9+84.23

EX CITY R/W
39 40
40 38
41 40
40 38
41 38
L=5'37.50' RT STA 9+59.89
6'X3'
39 6'X3'

NEVADA STREET

NEVADA STREET
1199.27 BW34.62' RT STA 10+05.00
1199.30 BW44.00' RT STA 10+05.00
1198.96 BW44.00' RTSTA 9+49.48
40 6'X3'
0" CFJOIN EXIST(1197.97 FS)43.55' RTSTA 9+28.81
JOIN EXIST(1197.33 FL)32.17' RTSTA 9+28.81
NEVADA STREET - MP 63.50 (6.77)
JOIN EXIST(1197.44 LIP)27.77' RTSTA 9+28.81
1198.79 TC24.00' RT STA 9+54.75
1198.31 FL1198.75 TC32.18' RT STA 9+46.45
GATE ARM PER SCRRA ENGINEERING STD ES8300, LENGTH PER PLANINSTALL CPUC STD NO. 9 PEDESTRIAN AUTOMATIC WARNING DEVICE WITH 1199.19 BW29.50' RT STA 10+20.12
1198.04 FS50.19' RT STA 9+28.81
39 40
41 INSTALL METAL HAND RAILING PER SCRRA ENGINEERING STD ES4005 DIMENSIONS PER PLANINSTALL ADA DETECTABLE WARNING SURFACE (RAISED TRUNCATED DOME), LAYOUT PER PLAN AND AS MODIFIED BY NOTE 3.INSTALL PEDESTRIAN SWING GATE PER SCRRA ENGINEERING STD ES4002, No. RE
G
IS
TERED

PROFESSIONAL
ENG
IN
E
E
R

STATE OF CALIFORNIA CIVIL

CHRISTOPLIS

CHARLES
045570
0" CF1198.56 TC24.00' LT STA 9+93.07
0" CF1198.42 TC24.00' LT STA 9+72.92
41 CURB FACE

GUTTER LIP

CURB FACE

GUTTER LIP

CURB FACE

GUTTER LIP

CURB FACE
45°
5'

4. 95'
7'

2.5'

4. 95'
135°
2 .5'

6.5'

6.5'
3 '
> MT
> MT

14.58'

4.5'

EX SBCTA R/W

EX SBCTA R/W
9'

9.38'
6'

PROP SBCTA R/W

20.77'

7. 24'

4.49'

PROP TCE

EASEMENTPROP

FLOW LINE

1.9%
NOTES:

19. 09'

11.78'

9.1'
4 .46
'
3 '

6.5'
5'

3.6'

2.5'
25' '
4 .95'
45°
9EX CITY R/W'
41 39
38 L=5'37.50' LT STA 9+98.67

3.6'
3'X3'
40 40
6'X3'
1198.61 BW44.00' LTSTA 10+04.62
1198.36 BW44.00' LTSTA 9+95.51
1'
5'
45°
40 6'X3'
3'X3'
40 1198.04 BW44.00' LTSTA 9+63.59

EX SBCTA R/W
1198.22 BW44.00' LTSTA 9+75.37
38 L=5'37.50' LT STA 9+69.54
39 OTHERWISE. CENTER OF PEDESTRIAN GATE ARM POLE, UNLESS NOTEDACCOMPANYING HAND RAILINGS AT 3 FEET FROM BEGIN/END PEDESTRIAN SWING GATE ASSEMBLY/SEE ROADWAY LAYOUT SHEET FOR STATIONING.AND ES4012, WHICHEVER IS APPLICABLE.COMPLY WITH SCRRA ENGINEERING STANDARDS ES4011PEDESTRIAN FACILITIES AT VEHICLE CROSSINGS SHALL

3.2.1. EX CITY R/W
1198.75 BW30.50' LTSTA 9+50.09

3. 16'
6 .
5 '
8" CF1198.67 TC24.00' LT STA 9+53.59
1198.70 BW39.59' LTSTA 10+14.16
1198.88 BW30.00' LTSTA 10+14.161198.87 TC24.00' LTSTA 10+14.16 8" CF1198.99 TC24.00' LTSTA 10+14.16
10 .29'
3 .2'
Redlands Regular Meeting of 09-20-2022 109 of 359
5865 AVENIDA ENCINAS, #142-B
CARLSBAD, CA 92008PH: 760-602-4290WWW.STCTRAFFIC.COM
San Bernardino County Transportation Authority
HDR2280 Market Street, Suite 100Riverside, CA 92501-2110(951) 320-7300 Redlands Regular Meeting of 09-20-2022 110 of 359
5865 AVENIDA ENCINAS, #142-B
CARLSBAD, CA 92008PH: 760-602-4290WWW.STCTRAFFIC.COM
San Bernardino County Transportation Authority
HDR2280 Market Street, Suite 100Riverside, CA 92501-2110(951) 320-7300 Redlands Regular Meeting of 09-20-2022 111 of 359
REV. DATE APP. 5-18-2018 BY SUB.

DESIGNED BYDRAWN BYCHECKED BYAPPROVED BYDATE
CONTRACT NO.

REVISION SHEET NO.

DRAWING NO.

SCALE
5/24/2018 10:16:31AM
p:\pwworking\sac\d0756163\SANBAG-ICS-HALF.tbl
C:\ProgramFiles(x86)\Com m onFiles\InterPlot\IPLOT\bin\iplotdrvm.plt \\OMAP-INPICS01\ICSforPDF\2278\883953_102\26495-06-CR73101.DGN OMAP-INPICS01$

REDLANDS PASSENGER RAIL PROJECT
R. KLOVSKY
San Bernardino County Transportation Authority
2280 Market Street, Suite 100Riverside, CA 92501-2110(951) 320-7300HDR 17-1001705
J. SONG
No. 71849
CIVIL

RO P F ON ESSI AL
ER E
NE
IG N
ER G
SI

D RET E
T
TA E
S

OF CALIFORNIA
Exp. 12/31/19
GN SO HENG SNIAJ J. KUO
J. BROWN
W
W
W
W
W
W
T
T
W
H
H
H
H
A
sph
.

A
sph
.

Conc Conc ConcConc
Conc
Conc
433
434
435
436
433
434
435
436
8 9 10 11 12 13
72 73
74 N

ALABAMA STREET
20 0 20 40
SCALE: 1"=20'
CONSTRUCTION NOTES:
> MT
1"=20'
CR73101

ROADWAY IMPROVEMENT
5'
5'
5'

MHSEWER

0. 5
'R

0. 5
'R
LAYOUT

EX CITY R/W

EX SBCTA R/W

EX SBCTA R/W
(50'R/W)
(50'R/W)
1 PROTECT IN PLACE
3 SAWCUT EXISTING PAVEMENT45
14 16
21 4
3 16
1 21
3 4
16 5
5 5
4 14
5 16
14 3
4 16
21 1 REMOVE EXISTING AC PAVEMENT
34 REMOVE EXISTING CURB & GUTTER5 REMOVE EXISTING SIDEWALK 4 1
1 1
1 2
11 REMOVE EXISTING TREE
11 4
4 49 INSTALL SIGNAL HOUSE
49 MH
3 1
S71
°47
'41
"E
N0°24'54"W
1 15
1 65
.
3 '
AC
AC
3 1
'
WEST

REDLANDS

BOULEVARD
PP
DRWYEX

PROP EASEMENT
JOIN EXISTBEG C&G, PVMTSTA 9+60.00, 36.50' RT
JOIN EXISTBEG C&G, PVMTSTA 9+80.00, 43.00' LT
JOIN EXISTEND C&G, SWK & PVMTSTA 10+55.85, 43.00' LT
JOIN EXISTEND PVMTSTA 10+30.46, 4.00' RT
DRWYEX
REMOVAL NOTES:
20'

INDUSTRIAL

PARK AVENUE
6 '
CONSTRUCT 8" HIGH TYPE A1-8 CURB PER SPPWC STD PLAN NO. 120-2

REMOVE EXISTING CURB
5 5
18 18
18 1
2 ADJUST TO GRADE, ITEM PER PLAN
1 21
AC
3 EX CITY R/W
1 PLANTER
2 PB
1 WALL
1 1
WALL
(50
'
R/W)
(50
'
R/W)
(53
.75
'
R/W)
(50
'
R/W)
PP
CURB
DIKEAC

EX CITY R/W

EX CITY R/W
21 5
3 15
1 1 1
1 1
3 PROP EASEMENT
1 LINE DATA
L
1 14.32'

PROP TCE

PROP TCE
STA > ALABAMA STREET = 10+00.00STA > MT = 434+02.05MP 64.02 (7.29) ALABAMA STREET - MP 64.02 (7.29)
PAD = 1235.9'14'x10'
ELEV = 1236.1'PROP PB LID
ELEV = 1235.0'PROP PB LID
DOT 027233A, CPUC 101 SG-64.02
1 LPL
1 CURB
CURB

REMOVE EXISTING RAIL EQUIPMENT PER SIGNAL PLANS
25 25 REMOVE EXISTING PCC PAVEMENT
26 26
26 26 REMOVE EXISTING AC CURB
1 CURB
1 PP
JOIN EXISTEND SWKSTA 10+31.18, 49.00' RT

MEDEXIST
JOIN EXISTEND CURBSTA 10+44.12, 16.00' LT
JOIN EXISTBEG CURB, PVMT STA 9+80.00, 13.86' LT

MEDEXIST
JOIN EXISTEND CURB, END PAVERSSTA 10+50.83, 3.00' RT
JOIN EXISTBEG CURB, PVMT, PAVERSSTA 9+60.00, 3.00' RT
CB

SEE FENCE PLANSBLOCK WALL

SEE DRAINAGE PLANSEX DRAINAGE INLET
WELL
5'

SEE FENCING PLANS (TYP)

SEE SIGNAL PLANS

SEE ELEC PLANSEXIST PB
SEE SIGNAL PLANS (TYP)ELEV PER SHEET CR73101 AND CR73102PROP PB (TYP)

SEE FENCING PLANS
9 INSTALL BRICK PAVER, MATCH EXISTING STYLE, SIZE, COLOR & PATTERN 9 9
15 15
24 REMOVE AND SALVAGE EXISTING SIGN
24 CONCRETE OVERLAYCOLD MILL 0.12' EXISTING PAVEMENT AND CONSTRUCT 0.12' ASPHALT PER SHEET CR00006CONSTRUCT FULL AC PAVEMENT SECTION, DEPTHS OF AC AND AB PLAN NO. 120-2CONSTRUCT 8" HIGH TYPE A2-8 CURB AND GUTTER PER SPPWC STD WIDTH PER PLANCONSTRUCT 4" PCC SIDEWALK PER SPPWC STD PLAN NO. 113-2,

DISPOSITION PLANSREMOVE/RELOCATE EXISTING POWER POLE, SEE UTILITY 24 JOIN EXISTBEGIN PARTIAL DRWYEND C&G, SWKSTA 10+33.82, 38.00' RT Redlands Regular Meeting of 09-20-2022 112 of 359
REV. DATE APP. 5-18-2018 BY SUB.

DESIGNED BYDRAWN BYCHECKED BYAPPROVED BYDATE
CONTRACT NO.

REVISION SHEET NO.

DRAWING NO.

SCALE
5/24/2018 10:19:33AM
p:\pwworking\sac\d0756163\SANBAG-ICS-HALF.tbl
C:\ProgramFiles(x86)\Com m onFiles\InterPlot\IPLOT\bin\iplotdrvm.plt \\OMAP-INPICS01\ICSforPDF\2278\883953_103\26495-06-CR73102.DGN OMAP-INPICS02$

REDLANDS PASSENGER RAIL PROJECT
R. KLOVSKY
San Bernardino County Transportation Authority
2280 Market Street, Suite 100Riverside, CA 92501-2110(951) 320-7300HDR 17-1001705
J. SONG
No. 71849
CIVIL

RO P F ON ESSI AL
ER E
NE
IG N
ER G
SI

D RET E
T
TA E
S

OF CALIFORNIA
Exp. 12/31/19
GN SO HENG SNIAJ J. KUO
J. BROWN
Conc
W
pum
p??
h
istoric
10 11
433+50
434+00
434+50
435+00
1"=10'
CR73102

ROADWAY IMPROVEMENT
10 0 10 20
SCALE: 1"=10'
N

ALABAMA STREET
CONSTRUCTION NOTES:

GRADE CROSSING LAYOUT
> MT
> MT
10'
10'

EX SBCTA R/W

EX CITY R/W

EX CITY R/W
15' 15'
34 50
48 50
50 50
48 10'
NOTE:

1. ES4011 AND ES4012, WHICHEVER IS APPLICABLE.SHALL COMPLY WITH SCRRA ENGINEERING STANDARDSPEDESTRIAN FACILITIES AT VEHICLE CROSSINGS 50 MP 64.02 (7.29)STA > MT = 434+02.05STA > ALABAMA STREET = 10+00.00 CR73401

SEE SHT
CR73401SEE SHT
CR73401SEE SHT
CR73401SEE SHT

4.5'

5.75' 13.25'

4.5'

PROP EASEMENT

47.50' LTSTA 10+31.83

10.25' LTSTA 10+31.83

41.00' RTSTA 9+70.36

1.50' LTSTA 9+70.36
ALABAMA STREET - MP 64.02 (7.29)
ELEV = 1238.9'PROP PB LID
ELEV = 1237.3'PROP PB LID
15'
10'
12'

PROP TCE

PROP TCE
34 34
34 ENGINEERING STD ES8300INSTALL CPUC STD NO. 9 ACTIVE WARNING DEVICE PER SCRRA ES4201, LAYOUT PER TRACK PLANSINSTALL PRECAST CONCRETE PANELS PER SCRRA ENGINEERING STD ENGINEERING STD ES4201CONSTRUCT ASPHALT CONCRETE PAVEMENT AND RAMP PER SCRRA 34 Redlands Regular Meeting of 09-20-2022 113 of 359
REV. DATE APP. 5-18-2018 BY SUB.

DESIGNED BYDRAWN BYCHECKED BYAPPROVED BYDATE
CONTRACT NO.

REVISION SHEET NO.

DRAWING NO.

SCALE
5/24/2018 10:20:03AM
p:\pwworking\sac\d0756163\SANBAG-ICS-HALF.tbl
C:\ProgramFiles(x86)\Com m onFiles\InterPlot\IPLOT\bin\iplotdrvm.plt \\OMAP-INPICS01\ICSforPDF\2278\883953_1981\26495-06-CR73201.DGN OMAP-INPICS01$

REDLANDS PASSENGER RAIL PROJECT
R. KLOVSKY
San Bernardino County Transportation Authority
2280 Market Street, Suite 100Riverside, CA 92501-2110(951) 320-7300HDR 17-1001705
J. SONG
No. 71849
CIVIL

RO P F ON ESSI AL
ER E
NE
IG N
ER G
SI

D RET E
T
TA E
S

OF CALIFORNIA
Exp. 12/31/19
GN SO HENG SNIAJ J. KUO
J. BROWN
11+00 12+00
CL1135
RT1240 CL1235
CL1245
RT1240
PROPOSED GRADE AT RECORD >
EXISTING GRADE AT RECORD >
8+00 9+00
9+89.45GB
1237.85 FS
10+10.55GB
1237.77 FS

0.74% -0.37% 0.59%
LT1235
10+00
1238.30TC

0.75%
10+16.30GB
1238.24TC
10+44.12GB

0.61%

JOINEXIST
9+80.00
9+94.13GB
9+60.00GB
9+75.00GB
1238.43TC
9+88.07GB
1238.54TC

1.64% 0.90%

JOINEXIST

3.00'RT
10+10.23GB
1238.48TC
10+25.00GB
1238.68TC
10+30.48GB
1238.74TC
10+50.83GB

1.38% 1.15% 0.07%

3.00'RT
10+00.00
1237.81TR
434+02.05(MT)
1237.29TR
433+56.68(MT)
10+14.49
9+87.70
9+75.00GB

JOINEXIST
10+50.00GB

JOINEXIST
9+84.60GB
10+03.93GB
10+25.04GB
10+44.37GB

0.64%-2.09% -0.37% 2.68% -0.13%
0" TO 8"

TRANSITION

CURB HEIGHT

19.33'
8" TO 0"

TRANSITION

CURB HEIGHT

19.33'
9+80.00GB

JOINEXIST
10+55.84GB

JOINEXIST
8"CF
1237.73TC
0"CF
1237.32TC
0"CF
1237.25TC
8"CF
1237.76TC
9+97.75GB
10+17.08GB
1238.68TC
10+29.82GB
10+33.82GB

2.39% -0.07%
-15
.33%
9+77.15GB
-2.68% -0.37%
9+60.00GB

JOINEXIST
0" TO 8"

TRANSITION

CURB HEIGHT

19.33'
8"CF
1238.69TC

13.86' LT

16.20' LT BC

16.00' LT

3.00'RT

3.00'RT
LM1240
LT1237
LM1240
CL1245 RM1235
RM1235

PROPOSED GRADE AT TOP OF EAST MEDIAN CURB

PROPOSED GRADE AT TOP OF WEST MEDIAN CURB
0"CF
1238.29TC

36.50'RT

17.15'
8" TO 0"

TRANSITION

CURB HEIGHT
0"CF
1238.23TC

38.00'RT

37.25'RT, 1238.25TR
434+40.57(MT)

EXISTING GRADE AT TOP OF WEST CURB

EXISTING GRADE AT TOP OF EAST CURB

PROPOSED GRADE AT TOP OF EAST CURB

PROPOSED GRADE AT TOP OF WEST CURB

EXISTING GRADE AT WEST MEDIAN CURB

EXISTING GRADE AT EAST MEDIAN CURB
(1237.70TC)
(1237.75TC)

JOINEXIST
(1238.41TC)
(1238.19TC)
(1238.00 FS)
(1237.74 FS)
(1238.18TC)
(1238.76TC)
0"CF

JOINEXIST
(1238.07 FS)
8"CF
(1238.75TC)

36.50'RT
CR73201

ROADWAY IMPROVEMENT
HORIZ 1"=20'
PROFILE VERT 1"=4'
ALABAMA STREET - MP 64.02 (7.29)
Redlands Regular Meeting of 09-20-2022 114 of 359
REV. DATE APP. 5-18-2018 BY SUB.

DESIGNED BYDRAWN BYCHECKED BYAPPROVED BYDATE
CONTRACT NO.

REVISION SHEET NO.

DRAWING NO.

SCALE
5/24/2018 10:15:53AM
p:\pwworking\sac\d0756163\SANBAG-ICS-HALF.tbl
C:\ProgramFiles(x86)\Com m onFiles\InterPlot\IPLOT\bin\iplotdrvm.plt \\OMAP-INPICS01\ICSforPDF\2278\883953_105\26495-06-CR73401.DGN OMAP-INPICS02$

REDLANDS PASSENGER RAIL PROJECT
R. KLOVSKY
San Bernardino County Transportation Authority
2280 Market Street, Suite 100Riverside, CA 92501-2110(951) 320-7300HDR 17-1001705
J. SONG
No. 71849
CIVIL

RO P F ON ESSI AL
ER E
NE
IG N
ER G
SI

D RET E
T
TA E
S

OF CALIFORNIA
Exp. 12/31/19
GN SO HENG SNIAJ J. KUO
J. BROWN
433+25
433+50
434+50
434+75
CR73401
GRADE CROSSING DETAILS 1"=5'

ROADWAY IMPROVEMENT
5 0 5 10
SCALE: 1"=5'-0"
N

EAST SIDE
CONSTRUCTION NOTES:

CURB FACE

GUTTER LIP

CURB FACE

GUTTER LIP

CURB FACE

GUTTER LIP
1237.25 TC43.00' LT STA 10+25.04

CURB FACE

GUTTER LIP
> MT
> MT

2.5'
45°

3.17'
L=5'50.00' RT STA 10+01.16

6.5'
1238.72 BW56.50' RT STA 10+16.84
1238.45 BW56.50' RT STA 9+91.52

6. 5
'
1238.22 TC38.00' RT STA 9+97.75
1238.30 BW56.50' RT STA 9+60.91
1238.53 BW56.50' RT STA 9+70.41
L=5'63.36' LT STA 10+05.52
1237.13 BW67.05' LT STA 9+93.07
1237.10 BW71.44' LT STA 10+01.91
1236.98 BW65.31' LT STA 10+32.56
1237.40 BW49.00' LT STA 10+48.66
3 '
3 '

9.87' 11'

6. 5
'
3'
45°
5'

4.03'
10 .61'

9.5'

25.33'

7. 91
'

2. 82'
5'
14 .73'

4.5'

4.5'
3'X3'
1237.02 BW67.93' LT STA 10+12.33
3'X3'
1237.14 BW62.16' LT STA 10+42.05
3'X3'
1238.70 BW49.00' RT STA 10+19.37

EX SBCTA R/W

EX CITY R/W

EX CITY R/W
L=5'57.57' LT STA 10+35.23

WEST SIDE
6'X3'
3'X3'
39 41
38 39
40 41
39 38
40 40
40 40
38 39
40 40
41 40
3839
40 41 INSTALL METAL HAND RAILING PER SCRRA ENGINEERING STD ES4005 38 41
11 .76'

2.5'
2'
JOIN EXIST(1238.73)49.00' RTSTA 9+49.38
JOIN EXIST(1238.88)49.00' RT STA 10+31.18

6. 5
'
10'

7.3'
6'X3'

8.1'
11 .93'

5.85'

8.5' 8'
5'
6'X3'
6'X3'

11.81'

2.1. SEE ROADWAY LAYOUT SHEET FOR STATIONING.AND ES4012, WHICHEVER IS APPLICABLE.COMPLY WITH SCRRA ENGINEERING STANDARDS ES4011PEDESTRIAN FACILITIES AT VEHICLE CROSSINGS SHALL NOTES:

ALABAMA STREET

ALABAMA STREET
JOIN EXIST(1237.11)67.50' LT STA 9+92.21
1237.22 TC61.73' LT STA 9+89.21
1237.19 TC54.18' LT STA 10+07.70
1237.27 TC58.00' LT STA 9+96.40
1237.88 BW49.00' LT STA 10+55.94
1237.22 GB45.00' LT STA 10+25.71
1237.30 GB45.00' LT STA 10+32.55
1237.45 GB45.00' LT STA 10+48.66
JOIN EXIST(1237.80)45.00' LT STA 10+55.85
6 .
5 '
L=5'50.00' RT STA 9+70.36
1238.29 GB39.45' RTSTA 9+61.12
1237.93 BW49.00' RTSTA 9+53.41
JOIN EXIST(1237.20)62.76' LT STA 9+89.75
6'

5.5'
2 '
JOIN EXIST(1237.86) 48.12' LT STA 10+55.94
1237.32 TC43.00' LT STA 10+03.93
1238.29 TC36.50' RT STA 9+77.15
JOIN EXIST(1238.07) 0" CF38.00' RT STA 10+33.82
JOIN EXIST (1237.72)41.50' RTSTA 9+49.41 BC
JOIN EXIST(1238.63)36.50' RTSTA 9+54.41 EC
JOIN EXIST(1237.75)43.00' LT STA 10+55.85
JOIN EXIST(1237.70)43.00' LT STA 9+80.00

PROP EASEMENT

EX CITY R/W
41 0.97'
8" CF1237.73 TC43.00' LT STA 9+84.60
8" CF1237.76 TC43.00' LT STA 10+44.37
8" CF1238.69 TC38.00' RT STA 10+17.08
8" CFJOIN EXIST(1238.75)36.50' RTSTA 9+60.00
ALABAMA STREET - MP 64.02 (7.29)

PROP TCE

LINE (TYP)GRADE BREAK
5'

6.50'
45°
ARM PER SCRRA ENGINEERING STD ES8300, LENGTH PER PLANINSTALL CPUC STD NO. 9 PEDESTRIAN AUTOMATIC WARNING DEVICE WITH GATE LAYOUT PER PLANINSTALL PEDESTRIAN SWING GATE PER SCRRA ENGINEERING STD ES4002, DIMENSIONS PER PLANINSTALL ADA DETECTABLE WARNING SURFACE (RAISED TRUNCATED DOME), 9 '
5'
4'
8" CF1238.68 TC38.00' RT STA 10+29.79
1238.33 BW39.73' RTSTA 9+76.06
1238.28 BW42.50' RTSTA 9+96.23
1238.42 BW42.50' RTSTA 10+01.34
1238.51 BW42.50' RTSTA 10+07.86
1238.56 BW40.52' RTSTA 10+09.87
1238.65 BW40.52' RTSTA 10+14.87
Redlands Regular Meeting of 09-20-2022 115 of 359
5865 AVENIDA ENCINAS, #142-B
CARLSBAD, CA 92008PH: 760-602-4290WWW.STCTRAFFIC.COM
San Bernardino County Transportation Authority
HDR2280 Market Street, Suite 100Riverside, CA 92501-2110(951) 320-7300 Redlands Regular Meeting of 09-20-2022 116 of 359
5865 AVENIDA ENCINAS, #142-B
CARLSBAD, CA 92008PH: 760-602-4290WWW.STCTRAFFIC.COM
San Bernardino County Transportation Authority
HDR2280 Market Street, Suite 100Riverside, CA 92501-2110(951) 320-7300 Redlands Regular Meeting of 09-20-2022 117 of 359

POLE AND EQUIPMENT SCHEDULE
5865 AVENIDA ENCINAS, #142-BCARLSBAD, CA 92008PH: 760-602-4290WWW.STCTRAFFIC.COM San Bernardino County Transportation Authority
HDR2280 Market Street, Suite 100Riverside, CA 92501-2110(951) 320-7300 Redlands Regular Meeting of 09-20-2022 118 of 359

EXISTING PHASE DIAGRAM

PROPOSED PHASE DIAGRAM
5865 AVENIDA ENCINAS, #142-BCARLSBAD, CA 92008PH: 760-602-4290WWW.STCTRAFFIC.COM San Bernardino County Transportation Authority
HDR2280 Market Street, Suite 100Riverside, CA 92501-2110(951) 320-7300

CONDUCTOR SCHEDULE

RAILROAD PREEMPTION

TRACK CLEAR

RAILROAD PREEMPTION

LIMITED SERVICE

DETECTOR ASSIGNMENT
Redlands Regular Meeting of 09-20-2022 119 of 359

PROPOSED PHASE DIAGRAM

NB ALABAMA ST QUEUE CUTTER
5865 AVENIDA ENCINAS, #142-BCARLSBAD, CA 92008PH: 760-602-4290WWW.STCTRAFFIC.COM San Bernardino County Transportation Authority
HDR2280 Market Street, Suite 100Riverside, CA 92501-2110(951) 320-7300

NB ALABAMA ST QUEUE CUTTER ALABAMA ST & INDUSTRIAL PARK AVE

CONDUCTOR SCHEDULE

DETECTOR ASSIGNMENT DETECTOR ASSIGNMENT
Redlands Regular Meeting of 09-20-2022 121 of 359
REV. DATE APP. 12-20-2017 BY SUB.

DESIGNED BYDRAWN BYCHECKED BYAPPROVED BYDATE
CONTRACT NO.

REVISION SHEET NO.

DRAWING NO.

SCALE
12/19/20179:19:22AM
p:\pwworking\sac\d0756163\SANBAG-ICS-HALF.tbl
C:\ProgramFiles(x86)\Com m onFiles\InterPlot\IPLOT\bin\iplotdrvm.plt \\OMAP-INPICS01\ICSforPDF\923\883953_121\26495-06-CR74101.DGN OMAP-INPICS02$

NOT FOR CONSTRUCTION

SUBMITTAL
100%
Obscured
Obscured
Asph.

Asph. Asph.

Asph.

Conc
Conc
STOP
W W
T
W
T
TEL COND. TELCOND.

TEL COND.

SCE
SCE
441
442
443
444
445
446
441
442
443
444
445
446
18 19
20 21
79 80
81 82
83 84
N
> MT
20 0 20 40
SCALE: 1"=20'
CONSTRUCTION NOTES:
1"=20'
CR74101

ROADWAY IMPROVEMENT
(75
'
R/W)
(100'
R/W)
LAYOUT

EX SBCTA R/W

EX SBCTA R/W EX CITY R/W
1 PROTECT IN PLACE
34 COLD MILL EXISTING PAVEMENT AND CONSTRUCT 2" ASPHALT CONCRETE OVERLAY

SAWCUT EXISTING PAVEMENT
5 16
21 CONSTRUCT 4" PCC SIDEWALK PER SPPWC STD PLAN NO. 113-2, WIDTH PER PLAN CONSTRUCT FULL AC PAVEMENT SECTION, DEPTHS OF AC AND AB PER SHEET CR00006 21 16
21 3
5 3
4 16
21 21
3 4
5 3
4 1
5 1 REMOVE EXISTING AC PAVEMENT
4 REMOVE EXISTING CURB & GUTTER5 REMOVE EXISTING SIDEWALK 1 1
1 15
15 5
5 4
4 1
49 49 INSTALL SIGNAL HOUSE
S71°47'41"E
N89°35'32"E
1 1

POLESIGNALTRAFFIC
5 1
S71°46'54"E

CURVE DATA
1 R T L
200.00 71°21'48" 143.62 249.11
N18°12
'36"ESTA 17+94.60 BC
STA 20+43.70 EC
1 STA 81+18.06 REDLANDSSTA 17+76.15 COLTON =INT
MP 64.20 (7.47)STA > MT = 443+34.34STA > WEST COLTON AVENUE = 18+67.85 PP
PB

DRWYEX WEST COLTON AVENUE
JOIN EXISTEND SWK STA 19+41.50, 41.00' RT

WEST REDLANDS BOULEVARD

SEE ELEC PLANS
STA 19+29

EX CITY R/W
C&G
4 16

JOIN EXIST

END SWK
STA 18+86.88, 32.50'LT

JOIN EXIST

END C&G,PVMT
STA 18+72.43,32.50'LT
1 C&G
3 3
1 3

JOIN EXIST

BEG NEW SWK
STA 18+22.47, 51.51' LT
1 SEE SHT CR74401 FOR GRADE CROSSING DETAILS CURVE DATA

POLESIGNALTRAFFIC
JOIN EXISTEND C&G, PVMT STA 19+01.86, 33.72' RT
PB
AC

POLESIGNALTRAFFIC
PB

BOXSIGNAL
& CURBMED PVMT
& CURBMED PVMT

MED PVMTREMOVE
AC
16 1 PP
REMOVAL NOTES:
1 INLETGRATE

FOR DET (TYP)SEE DRAINAGE PLANS
1 INLETGRATE

POLESIGNALTRAFFIC

WARNING SURFACEADA DETECTABLE
FOR DET (TYP)SEE FENCING PLANS WEST COLTON AVENUE - MP 64.20 (7.47) PAD = 1253.4' 10'x8' ELEV = 1253.3' PROP PB LID DET (TYP) SEE SIGNAL PLANS FOR CR74101 AND CR74102 ELEV PER SHEET PROP PB (TYP) DOT 027234G, CPUC 101 SG-64.20 CONSTRUCT 8" HIGH TYPE A2-8 CURB AND GUTTER PER SPPWC STD PLAN NO. 120-2 REMOVE/RELOCATE EXISTING POWER POLE PER UTILITY PLANS (BY OTHERS) 1 1 1 55 1 1 1 1 5 5 3 3 1 11 18 14 14 14 CONSTRUCT 8" HIGH TYPE A1-8 CURB PER SPPWC STD PLAN NO. 120-2 18 REMOVE EXISTING RAIL EQUIPMENT PER SIGNAL PLANS 5 3 3 REMOVE EXISTING CURB4 24 24 REMOVE AND SALVAGE EXISTING SIGN6 1 6 1 6 CONSTRUCT 8" AC PAVEMENT WITH GLASS GRID PER SCRRA ENGINEERING STD ES4001, DETAIL B 3 3 END MED STA 18+57.24 BEG MED STA 18+78.68 JOIN EXIST BEG C&G, PVMT STA 18+69.34, 50.07' RT JOIN EXIST BEG SWK STA 18+54.46, 74.75' RT C&G FOR DISPOSITION PB, SEE UTIL PLANS JOIN EXIST BEG C&G, PVMT STA 18+45.98, 32.50' LT 47.4' DRWY EX C&G 10.14' 55 INSTALL STREET LIGHT PER CITY OF REDLANDS STD PLAN NO.459 Redlands Regular Meeting of 09-20-2022 122 of 359
REV. DATE APP. 12-20-2017 BY SUB.

DESIGNED BYDRAWN BYCHECKED BYAPPROVED BYDATE
CONTRACT NO.

REVISION SHEET NO.

DRAWING NO.

SCALE
12/19/20179:19:58AM
p:\pwworking\sac\d0756163\SANBAG-ICS-HALF.tbl
C:\ProgramFiles(x86)\Com m onFiles\InterPlot\IPLOT\bin\iplotdrvm.plt \\OMAP-INPICS01\ICSforPDF\923\883953_122\26495-06-CR74102.DGN OMAP-INPICS03$

NOT FOR CONSTRUCTION

SUBMITTAL
100%
Colton
Ave
.

TEL
COND
.
18 19
20 81 82
443+00 443+50 444+00
N
10 0 10 20
SCALE: 1"=10'
1"=10'
CR74102

ROADWAY IMPROVEMENT
CONSTRUCTION NOTES:

GRADE CROSSING LAYOUT
> MT
10' 10'
15' 15'
15'
15'
15' 15'

EX SBCTA R/W

EX CITY R/W
34 34
34 34
34 36
36 36
48 50
50 50
50 50
48 50
50 NOTES:

CR74401SEE SHT
CR74401SEE SHT
CR74401SEE SHT
CR74401SEE SHT
WEST

COLTON AVENUE
WEST

REDLANDS

BOULEVARD
MP 64.20 (7.47)STA > MT = 443+34.34STA > COLTON AVE = 18+67.85 6 6

39.30' LTSTA 18+37.23

0.00' LTSTA 18+46.15

0.00' RTSTA 18+52.02

37.50' LTSTA 18+69.27

0.00' LTSTA 18+84.17

53.15' RTSTA 18+73.78
6 (TYPICAL)SEE NOTE 2
WEST COLTON AVENUE - MP 64.20 (7.47)
ELEV = 1252.4'PROP PB LID
ELEV = 1249.5'PROP PB LID
PVMT SECTIONEND GLASS GRID STA 18+70
PVMT SECTIONEND GLASS GRID STA 18+80
PVMT SECTIONBEGIN GLASS GRID STA 18+42
SEE NOTE 3
ENGINEERING STANDARDS ES4001 AND ES8405.

2. INSTALL VEHICLE DETECTION LOOPS PER SCRRA

1. 3.

ES4011 AND ES4012, WHICHEVER IS APPLICABLE.SHALL COMPLY WITH SCRRA ENGINEERING STANDARDSPEDESTRIAN FACILITIES AT VEHICLE CROSSINGS LINE.PROTECT UTILITY - HAND DIG OR POTHOLE EXISTING UTILITY ENGINEERING STD ES4001, DETAIL BCONSTRUCT 8" AC PAVEMENT WITH GLASS GRID PER SCRRA SCRRA ENGINEERING STD ES8300INSTALL CPUC STD NO. 9 ACTIVE WARNING DEVICE PER SCRRA ENGINEERING STD ES8300INSTALL CPUC STD NO. 9E ACTIVE WARNING DEVICE PER STD ES4201, LAYOUT PER TRACK PLANSINSTALL PRECAST CONCRETE PANELS PER SCRRA ENGINEERING ENGINEERING STD ES4201CONSTRUCT ASPHALT CONCRETE PAVEMENT AND RAMP PER SCRRA Redlands Regular Meeting of 09-20-2022 123 of 359
REV. DATE APP. 12-20-2017 BY SUB.

DESIGNED BYDRAWN BYCHECKED BYAPPROVED BYDATE
CONTRACT NO.

REVISION SHEET NO.

DRAWING NO.

SCALE
12/19/20179:14:17AM
p:\pwworking\sac\d0756163\SANBAG-ICS-HALF.tbl
C:\ProgramFiles(x86)\Com m onFiles\InterPlot\IPLOT\bin\iplotdrvm.plt \\OMAP-INPICS01\ICSforPDF\923\883953_1982\26495-06-CR74201.DGN OMAP-INPICS01$

NOT FOR CONSTRUCTION

SUBMITTAL
100%
CL1255
20+00 21+00
LT1250 RT1255 CL1245

EXISTING GRADE FOR TOP OF WEST CURB
PROPOSED GRADE AT RECORD >
EXISTING GRADE AT RECORD >

EXISTING GRADE FOR TOP OF EAST CURB
17+00 18+00 19+00
1251.62TC
1251.60TC
-9.18% -0.10% 21.20%
18+97.89GB-34.70'RT
18+76.21GB-44.70'RT
L=7.51' L=20.25' L=3.43'
18+69.34GB-50.07'RT

JOINEXIST
1252.32TC
19+01.86GB-33.72'RT

JOINEXIST
1252.32TC
1251.61TR
443+76.66(MT)
18+86.68
CL1250 RT1250 LT1255
RT1250 RT1255 CL1245 CL1250 CL1255 LT1255 LT1250
1250.69TC
18+46.38GB-32.50' LT

JOINEXIST
18+48.25GB-32.50' LT
1250.22TC
1250.33TC

0.56%

7.35%
18+66.34GB-32.50' LT
-21.66%
1250.27TR
443+00.14(MT)
18+57.29
18+72.43GB-32.50' LT

JOINEXIST
1250.85TC
L=2.17'L=21.03' L=7.08'

PROPOSED GRADE FOR TOP OF EAST CURB

PROPOSED GRADE FOR TOP OF WEST CURB
18+57.24GB
1250.79 FS
18+78.68GB
1250.92 FS
1250.86TR
443+34.34(MT)
18+67.85

0.61%
CR74201

ROADWAY IMPROVEMENT
HORIZ 1"=20'
PROFILE VERT 1"=4'
WEST COLTON AVENUE - MP 64.20 (7.47)
Redlands Regular Meeting of 09-20-2022 124 of 359
REV. DATE APP. 12-20-2017 BY SUB.

DESIGNED BYDRAWN BYCHECKED BYAPPROVED BYDATE
CONTRACT NO.

REVISION SHEET NO.

DRAWING NO.

SCALE
12/19/20179:19:57AM
p:\pwworking\sac\d0756163\SANBAG-ICS-HALF.tbl
C:\ProgramFiles(x86)\Com m onFiles\InterPlot\IPLOT\bin\iplotdrvm.plt \\OMAP-INPICS01\ICSforPDF\923\883953_124\26495-06-CR74401.DGN OMAP-INPICS03$

NOT FOR CONSTRUCTION

SUBMITTAL
100%
442+75 443+00 443+75 444+00
N
CR74401
GRADE CROSSING DETAILS 1"=5'

ROADWAY IMPROVEMENT
5 0 5 10
EAST SIDE SCALE: 1"=5'-0"

WEST SIDE
CONSTRUCTION NOTES:

8.28'

9. 94'
12 .5'

10.34'
14'
4'
17'
5'

2. 3
'
5'
4 .5'
5'
10'
145°

7.5'

7.5'
1252.03 BW55.70' RT STA 19+14.86
1252.10 BW50.85' RT STA 19+24.03
1252.10 BW69.60' RT STA 18+78.91
L=5'61.41' RT STA 18+78.79
1252.10 BW41.00' RT STA 19+25.76
5 '

4. 5'
3'X3'
L=5'54.27' LTSTA 18+39.51
3'X3'

35.41'

2. 44'

12.07'
L=5'62.58' LT STA 18+61.83
> MT
> MT
1249.70 BW62.71' LT STA 18+41.95
1249.69 BW68.11' LT STA 18+56.47
1250.88 BW39.86' LT STA 18+76.61
9 .93'
1252.09 BW65.74' RT STA 18+65.07

EX SBCTA R/W

EX CITY R/W

EX SBCTA R/W
3839
40 41 INSTALL METAL HAND RAILING PER SCRRA ENGINEERING STD ES4005 39 38
39 40
39 39
38 40 41
41 41
41 40
40 38
40 38
40 40
3'X3'
2' 4'

CURVE DATA
2 1
R T L
4 40.00

40.00'
34 1252.63 TC37.27' RT ECSTA 19+41.67
1250.33 TC32.50' LT BCSTA 18+66.34
1252.43 FS32.00' RT PCCSTA 19+35.54
2 1
1252.30 FS32.00' RT PCCSTA 19+17.76
1251.60 TC34.70' RT BCSTA 18+97.89
1251.62 TC44.70' RT ECSTA 18+76.21
END SIDEWALK1251.17 BW39.76' LT STA 18+86.67
1250.22 TC32.50' LT ECSTA 18+48.25
JOIN EXISTEND SIDEWALK(1251.02)32.50' LT ECSTA 18+86.88

2. 5'
4'
41 6'X3'
4'

6.57'
6'X3'
3'
6'X3'
L=5'46.69' RT STA 19+14.70

WEST COLTON AVENUE

2.1. SEE ROADWAY LAYOUT SHEET FOR STATIONING.AND ES4012, WHICHEVER IS APPLICABLE.COMPLY WITH SCRRA ENGINEERING STANDARDS ES4011PEDESTRIAN FACILITIES AT VEHICLE CROSSINGS SHALL NOTES:

WEST

REDLANDS

BOULEVARD
1249.83 BW72.70' LT STA 18+66.25
JOIN EXIST(1251.23)37.31' LT STA 18+86.74
1252.02 BW66.00' RT STA 18+90.18

8.30'

EX SBCTA R/W
JOIN EXIST(1250.68 TC)32.50' LT PRCSTA 18+46.38
JOIN EXIST(1252.19 TC)50.07' RT BCSTA 18+69.34
JOIN EXIST(1252.16 TC )33.72' RT ECSTA 19+01.86
JOIN EXIST(1250.85 TC)32.50' LT STA 18+72.43
40 6'X3'
9'
1252.18 TC65.62' RT STA 18+57.31
1252.11 BW66.76' RT STA 18+64.60
3'X3'

GRADE BREAK LINE (TYP)
1252.00 GB58.04' RT STA 18+61.96
1251.76 GB52.52' RTSTA 18+80.82
2 .41' 1251.73 GB 41.39' RT
STA 19+02.72
2'
1251.93 GB33.18' RTSTA 19+18.15
1250.08 GB58.71' LT STA 18+70.32
1250.80 GB44.83' LT STA 18+74.85
1250.71 GB32.50' LT STA 18+70.95
1250.00 GB55.52' LT STA 18+63.771249.94 GB53.87' LT STA 18+60.06 1249.90 BW62.16' LT STA 18+32.32 1249.85 BW

60.48' LT STA 18+34.23
JOIN EXIST(1249.94 BW)57.69' LT STA 18+29.48 3
.01' 5.79'

3. 09'
4 '

6.06'
JOIN EXIST(1249.88 FS)55.16' LT STA 18+27.85
1249.94 FS52.11' LT STA 18+30.41
1250.10 GB39.27' LT STA 18+30.71
1250.03 GB43.32' LT STA 18+45.81
(1250.17 TC)38.67' LT STA 18+30.72
WEST COLTON AVENUE - MP 64.20 (7.47)
3 10°45'46" 3.77 7.51
4°54'41" 1.72 3.43
232.50 1°44'42" 3.54 7.08232.50 1.09 2.17
GATE ARM PER SCRRA ENGINEERING STD ES8300, LENGTH PER PLANINSTALL CPUC STD NO. 9 PEDESTRIAN AUTOMATIC WARNING DEVICE WITH LAYOUT PER PLANINSTALL PEDESTRIAN SWING GATE PER SCRRA ENGINEERING STD ES4002, DIMENSIONS PER PLANINSTALL ADA DETECTABLE WARNING SURFACE (RAISED TRUNCATED DOME), JOIN EXISTBEG SWK(1251.54 FS)74.75' RT BCSTA 18+54.46
JOIN EXISTEND SWK(1252.71 BW)41.00' RTSTA 19+41.49
JOIN EXISTBEG SWK(1251.71 FS)74.62' RTSTA 18+62.48
JOIN EXIST(1249.22 FS)51.51' LT STA 18+22.47
(1249.27 TC)47.78' LT STA 18+24.00
3'
> MT
Redlands Regular Meeting of 09-20-2022 125 of 359
5865 AVENIDA ENCINAS, #142-B
CARLSBAD, CA 92008PH: 760-602-4290WWW.STCTRAFFIC.COM
San Bernardino County Transportation Authority
HDR2280 Market Street, Suite 100Riverside, CA 92501-2110(951) 320-7300 Redlands Regular Meeting of 09-20-2022 126 of 359

CONDUCTOR SCHEDULE

POLE AND EQUIPMENT SCHEDULE

EXISTING POLES TO BE
5865 AVENIDA ENCINAS, #142-BCARLSBAD, CA 92008PH: 760-602-4290WWW.STCTRAFFIC.COM San Bernardino County Transportation Authority
HDR2280 Market Street, Suite 100Riverside, CA 92501-2110(951) 320-7300 Redlands Regular Meeting of 09-20-2022 127 of 359

POLE LOCATION DETAIL

EXISTING PHASE DIAGRAM

RAILROAD PREEMPTION

TRACK CLEAR

RAILROAD PREEMPTION

LIMITED SERVICE

DETECTOR ASSIGNMENT
Redlands Regular Meeting of 09-20-2022 128 of 359
REV. DATE APP. 5-18-2018 BY SUB.

DESIGNED BYDRAWN BYCHECKED BYAPPROVED BYDATE
CONTRACT NO.

REVISION SHEET NO.

DRAWING NO.

SCALE
8/23/2018 12:07:20 PM
p:\pwworking\sac\d0756163\SANBAG-ICS-HALF.tbl
C:\Program Files (x86)\Com m on Files\InterPlot\IPLOT\bin\iplotdrvm .plt \\OMAP-INPICS01\ICSforPDF\2515\883953_125\26495-06-CR78101.DGN OMAP-INPICS02$

ESSI AL
ER E

NE IG N

ER G SI

D RET E
T TA E
S

OF CALIFORNIA
Exp. 12/31/19
GN SO
HENG
SNIAJ J. KUO
J. BROWN
W
W
W
T
YLON
Obscured
Asph.

Asph.

ONLY
R R
R R
460
461 462 463
460 461
462 463
7 8 9 10 11 12
98 99
100
101
N

TENNESSEE
STREET
CONSTRUCTION NOTES:

REMOVAL NOTES:
9'
32' 32'
> MT
20 0 20 40
SCALE: 1"=20'
(40' R/W)

TENNESSEE
STREET
>
CR78101

ROADWAY IMPROVEMENT
9'
1"=20'
100'
2 WV

4.50' LT9+50.18 BC
1 No.

CURVE DATA
T
L
1 180°00'00"
2 180°00'00"
-- LAYOUT EX CITY R/W EX CITY R/W EX CITY R/W EX CITY R/W EX SBCTA R/W EX SBCTA R/W

EX SBCTA R/W
49 SAWCUT EXISTING PAVEMENT
5 10
14 16
21 24 CONSTRUCT DRIVEWAY PER SPPWC STD PLAN NO. 110-2, TYPE B29 CONSTRUCT CROSS GUTTER PER SPPWC STD PLAN NO. 122-2 3 29
4 21
21 14
16 5
10 3
4 3
4 10
3 5
5 21
21 16
1 REMOVE EXISTING AC PAVEMENT
7 REMOVE CROSS GUTTER8
10 10
1 1
10 1
1 1
2 6
5 49 INSTALL SIGNAL HOUSE

4.50' RT9+50.18 BC
3 REMOVE EXISTING RAILROAD SIGNAL
S71°46'53"E
S71°47'40"E
N1°2'21"W
5'
5'
N1°2'21"W

DRWYEXIST
51'

EX SBCTA R/W
3 101°03'36"4 70°44'32"

42.50'24.85'

14.14'

4.50' 14.14' 4.50'

35.00' 35.00'
3 STA > REDLANDS BLVD = 100+00.00STA > TENNESSEE STREET = 8+82.89 14 14
MP 64.55 (7.82)STA > MT = 461+71.39STA > TENNESSEE STREET = 9+78.81 4 WEST REDLANDS BOULEVARD
JOIN EXISTEND PVMTSTA 11+11.44, 6.50' RT
W=12'
> DRWY
STA 10+05.29
(40' R/W)

32.00' RT ECR9+38.28
> DRWY, W=12'
STA 10+40.00
24 6
45'

4.50' RT11+02.94 EC
JOIN EXISTEND PVMTSTA 11+11.44, 6.50' LT

4.50' LT11+02.94 BC
1275.41 FLSTA 9+23.37
1274.77 FL32.36' LTSTA 9+35.53
TENNESSEE STREET - MP 64.55 (7.82)
PAD = 1274.0'14'x10'
DOT 027235N, CPUC 101 SG-64.55
5 TOTAL
W=12'MODIFIED
1275.68 FL32.00' RT9+13.33
BEG MED9+89.40
END MED9+68.22
W=16'
>
DRWY
STA 10+41.08
3 5
5 SIGNAL PLANS (TYPICAL)REMOVED/RELOCATED PER TRAFFIC TRAFFIC SIGNAL EQUIPMENT TO BE 64' 42.31'
6'
CONSTRUCT 8" HIGH TYPE A1-8 CURB PER SPPWC STD PLAN NO. 120-2

REMOVE EXISTING POLE/BOLLARD
CONSTRUCT FULL AC PAVEMENT SECTION, DEPTHS OF AC AND AB PER SHEET CR00006CONSTRUCT STAMPED CONCRETE MEDIAN PAVEMENT, 4" PCC OVER 4" SAND FILL OVER 95% COMPACTED NATIVE MATERIAL CONSTRUCT 8" HIGH TYPE A2-8 CURB AND GUTTER PER SPPWC STD PLAN NO. 120-2 2 ADJUST TO GRADE, ITEM PER PLAN

REMOVE EXISTING CURB & GUTTERREMOVE EXISTING SIDEWALKREMOVE EXISTING DRIVEWAY 45 6
4 7
4 4
8 4
1 4
6 25
25 CONSTRUCT DRIVEWAY FOR MAINTENANCE ACCESS PER SCRRA ENGINEERING STD ES4011 1 PROTECT IN PLACE
44 31
SEE GRADING & DRAINAGE PLANS FOR CATCH BASIN INFORMATIONCONSTRUCT LOCAL DEPRESSION PER SPPWC STD PLAN NO. 313-3, CASE PER PLAN. 31 JOIN EXISTEND C&G, SWK, PVMT32.00' LTSTA 10+55.65
CASE ASTA 11+17.01
9 REMOVE AND SALVAGE EXISTING STREET LIGHT
9 2
1 PP
1 PIV & FH PLANS

DRAINAGE SEE
1 MHTEL
24 REMOVE AND SALVAGE EXISTING SIGN
24 PLANSDRAINAGE SEE
SIGNAL PLANSTRAFFIC PB SEE 15
8 8
24 24

PLANSUTILITYBFP SEEWM AND
15 PLANSDRAINAGE SEE
44 INSTALL NON-REMOVABLE BOLLARDS PER SHEET CR00006

SEE FENCING PLANS
8'
1 SWK
8 8
8 SEE SIGNAL PLANS (TYP)ELEV PER SHEET CR78102PROP PB (TYP) (1275.87 FL)(1276.51 TC)JOIN EXISTBEGIN C&G, PVMT, CROSS GUTTER39.39' RTSTA 100+44.98(REDLANDS) BCR 2'
5'
(1273.31 FL)(1273.98 TC)JOIN EXISTBEG C&G, PVMT, CROSS GUTTER38.83' RTSTA 99+03.23 (REDLANDS) ECR 2 DRAINCURB & BFP

VAULTWM,
2 DRAINCURB
8 PLANSSEE ELEC PEDESTALMETERING
1 PP
(1276.54 TC)JOIN EXISTEND C&G, SWK & PVMTSTA 10+79.62, 32.00' RT 76 CONSTRUCT CURB RAMP PER SPPWC STD PLAN NO. 111-5, CASE C 76 76

SIGNAL PLANSSEE TRAFFIC PUSH BUTTONS & PB EXIST PEDESTRIAN 16 61.73'

43.21'
16 4 COLD MILL 0.12' EXISTING PAVEMENT AND CONSTRUCT 0.12' ASPHALT CONCRETE OVERLAY 15 SEE UTILITY DISPOSITION PLANSREMOVE/RELOCATE EXISTING POWER POLE, 5 08-28-18 ADDENDUM 1 EA CC
CONSTRUCT 4" PCC SIDEWALK PER SPPWC STD PLAN NO. 112-2 AND 113-2, AND PER DETAIL A SHEET CR00006 1 1
No.

REG ISTERED PROFESSIONAL ENG INEER

STATE OF CALIFORNIA CIVIL

CHRISTOPLIS

CHARLES
045570
1 437 OF 2425
Redlands Regular Meeting of 09-20-2022 129 of 359
REV. DATE APP. 5-18-2018 BY SUB.

DESIGNED BYDRAWN BYCHECKED BYAPPROVED BYDATE
CONTRACT NO.

REVISION SHEET NO.

DRAWING NO.

SCALE
5/24/2018 10:19:44AM
p:\pwworking\sac\d0756163\SANBAG-ICS-HALF.tbl
C:\ProgramFiles(x86)\Com m onFiles\InterPlot\IPLOT\bin\iplotdrvm.plt \\OMAP-INPICS01\ICSforPDF\2278\883953_126\26495-06-CR78102.DGN OMAP-INPICS01$

REDLANDS PASSENGER RAIL PROJECT
R. KLOVSKY
San Bernardino County Transportation Authority
2280 Market Street, Suite 100Riverside, CA 92501-2110(951) 320-7300HDR 17-1001705
J. SONG
No. 71849
CIVIL

RO P F ON ESSI AL
ER E
NE
IG N
ER G
SI

D RET E
T
TA E
S

OF CALIFORNIA
Exp. 12/31/19
GN SO HENG SNIAJ J. KUO
J. BROWN
R R
R R
W
W
T
W
B
F
/
vault
W
B
F
bollard
s
P
dB
tn
P
dB
tn
P
dB
tn
9 10
100
101
461+00
461+50
462+00
462+50

TENNESSEE STREET
1"=10'
CR78102

ROADWAY IMPROVEMENT
10 0 10 20
SCALE: 1"=10'
N
CONSTRUCTION NOTES:

GRADE CROSSING LAYOUT
> MT
> MT

EX SBCTA R/W

EX CITY R/W

EX CITY R/W
MP 64.55 (7.82)STA > MT = 461+71.39STA > TENNESSEE STREET = 9+78.81 NOTE:

1. ES4011 AND ES4012, WHICHEVER IS APPLICABLE.SHALL COMPLY WITH SCRRA ENGINEERING STANDARDSPEDESTRIAN FACILITIES AT VEHICLE CROSSINGS CR78401SEE SHT
CR78401SEE SHT
CR78401SEE SHT
CR78401SEE SHT
WEST

REDLANDS

BOULEVARD
10'
10'
15'
15'
27 .
5 '
9 ' 27
.
5 '
10'
10'
15'
15'
4 .
5 '
4 .
5 '
4 .
5 '
4 .
5 '
4 .
5 '
4 .
5 '

36.50' LTSTA 10+07.44

0.00' LTSTA 10+07.44

0.00' LTSTA 9+50.18

36.50' RTSTA 9+50.18
TENNESSEE STREET - MP 64.55 (7.82)
ELEV = 1274.6'PROP PB LID
ELEV = 1274.0'PROP PB LID
ELEV = 1278.4'PROP PB LID
ELEV = 1271.2'PROP PB LID 34
34 50
48 50
50 34
34 34
34 34
50 48
50 34
34 SCRRA ENGINEERING STD ES8300INSTALL CPUC STD NO. 9 ACTIVE WARNING DEVICE PER ENGINEERING STD ES4201, LAYOUT PER TRACK PLANSINSTALL PRECAST CONCRETE PANELS PER SCRRA SCRRA ENGINEERING STD ES4201CONSTRUCT ASPHALT CONCRETE PAVEMENT AND RAMP PER Redlands Regular Meeting of 09-20-2022 130 of 359
REV. DATE APP. 5-18-2018 BY SUB.

DESIGNED BYDRAWN BYCHECKED BYAPPROVED BYDATE
CONTRACT NO.

REVISION SHEET NO.

DRAWING NO.

SCALE
5/24/2018 10:18:54AM
p:\pwworking\sac\d0756163\SANBAG-ICS-HALF.tbl
C:\ProgramFiles(x86)\Com m onFiles\InterPlot\IPLOT\bin\iplotdrvm.plt \\OMAP-INPICS01\ICSforPDF\2278\883953_129\26495-06-CR78201.DGN OMAP-INPICS02$

REDLANDS PASSENGER RAIL PROJECT
R. KLOVSKY
San Bernardino County Transportation Authority
2280 Market Street, Suite 100Riverside, CA 92501-2110(951) 320-7300HDR 17-1001705
J. SONG
No. 71849
CIVIL

RO P F ON ESSI AL
ER E
NE
IG N
ER G
SI

D RET E
T
TA E
S

OF CALIFORNIA
Exp. 12/31/19
GN SO HENG SNIAJ J. KUO
J. BROWN
CL1280
12+00
RT1280 CL1270
CL1280
RT1280
PROPOSED GRADE AT RECORD >
EXISTING GRADE AT RECORD >
8+00
(-1.6%)
LT1275
CL1270
LM1275 LT1275
LM1275
RM1275
RM1275
9+02.83GB
1275.78 FS
9+17.74GB
1275.53 FS
9+24.09GB
1275.41 FS
9+30.45GB
1275.46 FS
9+68.22GB
1275.80 FS
9+89.40GB
1275.68 FS
10+50.00BVC
1276.00 FS
11+50.00EVC
1276.01 FS
11+70.00GB
1275.91 FS
-1.66%-1.93%0.71% 0.91% -0.55% 0.52% -0.50%
VC = 100'

PROPOSED GRADE AT TOP OF EAST MEDIAN CURB
9+50.72GB
1276.21TC
9+69.09GB
1276.39TC

0.97%
9+91.33GB
1276.28TC
1276.84TC

0.50%

EXISTING GROUND AT WEST MEDIAN CURB

PROPOSED GRADE AT TOP OF WEST MEDIAN CURB
9+50.72GB
1276.40TC
9+66.29GB
1276.55TC

0.93%
9+88.54GB
1276.44TC
1276.99TC

0.48%

EXISTING GRADE AT EAST MEDIAN CURB
9+78.81
1275.75TR
461+71.39(MT)
11+02.94GB 11
+02.94GB

EXISTING GROUND AT TOP OF WEST CURB
PROPOSED GRADE AT TOP OF WEST CURB -0.52%
1275.18TR
461+37.50(MT)
9+89.98 -0.47% -0.52% 3.05% 0.48% 0" CF
1275.23TC
6"CF
1275.30TC
99+03.23(REDLANDS)ECR

JOINEXIST
(1275.88TC)
9+65.47, 37.63' LT
10+55.65
10+00.57
10+19.88
0"CF
1275.12TC

19.33'
0" TO 8"

TRANSITION

CURB HEIGHT
9+00 10+00 11+00
1276.51TC
1276.61TC
1276.72TC
1276.82TC
1276.25TC
1276.81TC -0.55% 2.89%
1276.31TR
462+05.29(MT)
9+67.64

PROPOSED GRADE AT TOP OF EAST CURB

EXISTING GRADE AT TOP OF EAST CURB
8" TO 0"

TRANSITION

CURB HEIGHT

19.33'

19.33'
8" TO 0"

TRANSITION

CURB HEIGHT
100+44.98 BCR(REDLANDS)
8"CF
0"CF
0"CF
8"CF
10+79.62GB
-2.09%
1276.76TC
1276.55TC -0.31% 9+97.56 GB 9+78.23 GB 9+57.04 GB

10.8' 10.8' 10.8' 10.8'
8"CF
1275.71TC
G1 = 0.52%, G2 = -0.50%
PVI = 1276.26 @ 11+00.00
1276.37TC
9+38.28ECR
9+79.51 BCR

15.1'
6" TO 0"

TRANSITION

CURB HEIGHT
1274.42TC
8" TO 6"

TRANSITION

CURB HEIGHT
L=15.4'
1274.86TC
8"CF

JOINEXIST
(1273.98TC)
? /4 ? /4 ? /4 ? /4
L=15.4'
/4 /4 /4
CR78201

ROADWAY IMPROVEMENT
HORIZ 1"=20'
PROFILE VERT 1"=4'
TENNESSEE STREET - MP 64.55 (7.82)
Redlands Regular Meeting of 09-20-2022 131 of 359
REV. DATE APP. 5-18-2018 BY SUB.

DESIGNED BYDRAWN BYCHECKED BYAPPROVED BYDATE
CONTRACT NO.

REVISION SHEET NO.

DRAWING NO.

SCALE
8/23/2018 12:07:14PM
p:\pwworking\sac\d0756163\SANBAG-ICS-HALF.tbl
C:\ProgramFiles(x86)\Com m onFiles\InterPlot\IPLOT\bin\iplotdrvm.plt \\OMAP-INPICS01\ICSforPDF\2515\883953_130\26495-06-CR78301.DGN OMAP-INPICS02$

REDLANDS PASSENGER RAIL PROJECT
R. KLOVSKY
San Bernardino County Transportation Authority
2280 Market Street, Suite 100Riverside, CA 92501-2110(951) 320-7300HDR 17-1001705
J. SONG
No. 71849
CIVIL

RO P F ON ESSI AL
ER E
NE
IG N
ER G
SI

D RET E
T
TA E
S

OF CALIFORNIA
Exp. 12/31/19
GN SO HENG SNIAJ J. KUO
J. BROWN

R/W R/W CL

TENNESSEE STREET
9'
32'
40' 40'
6'

4.5' 4.5'

IT OCCURSMEDIAN WHERE
21 16 16 21
14 14
10 8'
2:1
2:1
5 TO -1.6%
-3.4%
5 TO 2.8%

1.6%

EX EX
NTS
32'
TCE
PROP
2% VAR
5'
CONSTRUCTION NOTES:
1"=10'
CR78301

ROADWAY IMPROVEMENT
10 14
16 21
5 CONSTRUCT FULL AC PAVEMENT SECTION, DEPTHS OF AC AND AB PER SHEET CR00006 TENNESSEE STREET - MP 64.55 (7.82)
CONSTRUCT 8" HIGH TYPE A2-8 CURB AND GUTTER PER SPPWC STD PLAN NO. 120-2CONSTRUCT 8" HIGH TYPE A1-8 CURB PER SPPWC STD PLAN NO. 120-2CONSTRUCT STAMPED CONCRETE MEDIAN PAVEMENT, 4" PCC OVER 4" SAND FILL OVER 95% COMPACTED NATIVE MATERIAL

TYPICAL SECTION
08-28-18 ADDNEDUM 1 EA CC
1 CONSTRUCT 4" PCC SIDEWALK PER SPPWC STD PLAN NO. 112-2 AND 113-2, AND PER DETAIL A SHEET CR00006 1 No. RE
G
IS
TERED

PROFESSIONAL
ENG
IN
E
E
R

STATE OF CALIFORNIA CIVIL

CHRISTOPLIS

CHARLES
045570
1 440 OF 2425
Redlands Regular Meeting of 09-20-2022 132 of 359
REV. DATE APP. 5-18-2018 BY SUB.

DESIGNED BYDRAWN BYCHECKED BYAPPROVED BYDATE
CONTRACT NO.

REVISION SHEET NO.

DRAWING NO.

SCALE
8/23/2018 12:07:38 PM
p:\pwworking\sac\d0756163\SANBAG-ICS-HALF.tbl
C:\Program Files (x86)\Com m on Files\InterPlot\IPLOT\bin\iplotdrvm .plt \\OMAP-INPICS01\ICSforPDF\2515\883953_131\26495-06-CR78401.DGN OMAP-INPICS02$

ESSI AL
ER E

NE IG N

ER G SI

D RET E
T TA E
S

OF CALIFORNIA
Exp. 12/31/19
GN SO
HENG
SNIAJ J. KUO
J. BROWN
Asph.
461+00
461+25
R R
462+25
462+50

WEST REDLANDS BLVD
CR78401
GRADE CROSSING DETAILS 1"=5'

ROADWAY IMPROVEMENT
5 0 5 10
SCALE: 1"=5'-0"
N

EAST SIDE

WEST SIDE
1274.74 BW60.16' LT STA 9+89.22
5' 5' 5' 5'
3'
5' 5' 5' 5'
3'

4.5'

GUTTER LIP

CURB FACE

GUTTER LIP

CURB FACE

CURB FACE
1276.25 TC32.00' RT STA 9+78.23

7.63'
5'
1276.75 BW53.58' RT STA 9+49.51
6'X3'
1274.72 BW53.73' LT STA 10+08.16
1275.79 BW38.00' LT STA 10+29.07
1275.97 BW38.00' LT STA 10+55.72
1274.81 BW51.21' LT STA 10+15.36
1276.76 BW60.82' RT STA 9+68.17
3'X3'
L=5'55.39' RT STA 9+75.36
1276.83 BW44.00' RT STA 9+94.27
3'X3'

EX SBCTA R/W

EX CITY R/W

EX CITY R/W
38 39
39 41
41 41
38 41
40 40
40 38
40 38
40 40

32.63'
1275.68 FL32.00' RT STA 9+13.33
3'X3'
40 6'X3'

7.5'
6'X3'
6'X3'
L=5'45.50' LT STA 9+47.04
L=5'54.73' LT STA 9+82.03
L=5'45.00' LT STA 10+10.41

TENNESSEE STREET
135°
5'
8'

2.17'

6.81'

4.5'
1276.81 BW50.28' RT STA 9+40.07
1276.83 BW45.78' RT STA 9+35.57
39 1276.76 BW57.27' RT STA 9+19.39
1276.55 TC51.00' RT STA 9+07.15
1274.77 FL32.36' LT STA 9+35.53
39 3'X3'
40 5'
2'

2.5'

GUTTER LIP
2'
1276.84 BW53.00' RT STA 9+94.25
1276.78 BW65.44' RT STA 9+81.39

19.84'

4.34'
10'
14'

17.89'

31.88'
109°

4.12'

16.89'
4'
5'

3.5'
2'
155°

3.5'
1'
155°

7.5'

7.5'
TENNESSEE STREET - MP 64.55 (7.82)
JOIN EXIST1275.88 TC32.00' LT STA 10+55.65
6'

7.9'

TRANSITIONCURB HEIGHT
TRANSITIONBEG CURB6" CF1274.59 TC57.38' LT STA 9+50.85
6" CF1274.69 TC54.08' LT STA 9+51.981274.87 GB54.31' LT STA 9+54.78 1274.94 GB61.82' LT STA 9+57.41
1274.89 BW68.07' LT STA 9+66.56
1275.00 FS50.63' LT STA 9+64.02 LINE (TYP)

GRADE BREAK
6" CF1275.10 TC42.05' LT STA 9+59.96
1275.06 FS46.64' LT STA 9+64.31
0" CF1275.23 TC32.36' LT STA 9+79.51
1275.23 FS38.93' LT STA 9+67.47
1275.05 FS46.49' LT STA 9+70.11
1275.00 FS48.66' LT STA 9+74.61
1275.00 FS47.01' LT STA 9+79.33
7'
12'
5' 20'
1274.90 BW63.00' LT STA 10+17.071274.90 BW58.00' LT STA 10+17.07 1274.96 BW63.00' LT STA 10+29.07
1274.96 BW58.00' LT STA 10+29.07
1274.93 BW58.00' LT STA 10+23.071274.93 FS57.50' LT STA 10+22.57 1275.77 BW38.00' LT STA 10+23.07
1275.00 GB34.00' LT STA 10+22.57
1274.98 BW34.00' LT STA 10+19.92
41 1274.93 GB34.00' LT STA 10+14.92
1274.90 GB36.47' LT STA 10+12.44

LINE (TYP)GRADE BREAK
0" CF1275.12 TC32.00' LT STA 10+00.57
6" CF1275.30 TC37.63' LT STA 9+65.47
4' PROP TCE
1276.51 GB46.98' RT STA 9+73.00
1276.60 GB49.95' RT STA 9+81.50
1275.73 TC34.00' LT STA 10+22.48

4.2%
1276.80 GB34.00' RT STA 9+87.06
1276.79 FS34.00' RT STA 9+91.18
9'
JOIN EXIST(1277.15 BW)40.00' RT STA 10+26.15JOIN EXIST(1277.22 BW)44.00' RT STA 10+26.15 0" CF
1276.36 TC

32.00' RT
STA 9+57.04
8" CF1276.88 TC32.00' LT STA 9+38.28

TENNESSEE STREET
1276.75 GB34.50' LT STA 9+36.70
1276.67 GB34.50' LT STA 9+41.70
1276.63 GB36.97' RT STA 9+44.18
1276.52 GB40.57' LT STA 9+54.05
8" CF1276.77 TC32.00' RT STA 9+96.29
8" CF1276.75 TC32.00' RT STA 10+14.29
1" CF1276.22 TC32.00' RT STA 9+99.29
1" CF1276.18 TC32.00' RT STA 10+11.29
1" CF1276.11 TC32.00' RT STA 10+33.088" CF1276.70 TC32.00' RT STA 10+30.08 8" CF1276.63 TC32.00' RT STA 10+52.08
1" CF1276.06 TC32.00' RT STA 10+49.08
4" CF1275.50 TC32.00' LT STA 10+46.07
8" CF1275.85 TC32.00' LT STA 10+49.48
4" CF1275.44 TC32.00' LT STA 10+34.07
8" CF1275.76 TC32.00' LT STA 10+29.48
1274.99 GB39.80' LT STA 10+03.30

6.37'
1 1
1 1
1 08-28-18 ADDENDUM 1 EA CC
1 CONSTRUCTION NOTES:
3839
40 41 INSTALL METAL HAND RAILING PER SCRRA ENGINEERING STD ES4005

DIMENSIONS PER PLANINSTALL ADA DETECTABLE WARNING SURFACE (RAISED TRUNCATED DOME), GATE ARM PER SCRRA ENGINEERING STD ES8300, LENGTH PER PLANINSTALL CPUC STD NO. 9 PEDESTRIAN AUTOMATIC WARNING DEVICE WITH LAYOUT PER PLAN AND AS MODIFIED BY NOTE 3.
1 INSTALL PEDESTRIAN SWING GATE PER SCRRA ENGINEERING STD ES4002,

3.2.1. NOTED OTHERWISE. CENTER OF PEDESTRIAN GATE ARM POLE, UNLESSACCOMPANYING HAND RAILINGS AT 3 FEET FROM BEGIN/END PEDESTRIAN SWING GATE ASSEMBLY/SEE ROADWAY LAYOUT SHEET FOR STATIONING.AND ES4012, WHICHEVER IS APPLICABLE.COMPLY WITH SCRRA ENGINEERING STANDARDS ES4011PEDESTRIAN FACILITIES AT VEHICLE CROSSINGS SHALL NOTE:

No.

REG ISTERED PROFESSIONAL ENG INEER

STATE OF CALIFORNIA CIVIL

CHRISTOPLIS

CHARLES
045570
1 441 OF 2425
Redlands Regular Meeting of 09-20-2022 133 of 359
5865 AVENIDA ENCINAS, #142-B
CARLSBAD, CA 92008PH: 760-602-4290WWW.STCTRAFFIC.COM
San Bernardino County Transportation Authority
HDR2280 Market Street, Suite 100Riverside, CA 92501-2110(951) 320-7300 Redlands Regular Meeting of 09-20-2022 134 of 359

EXISTING POLES TO BE

CONDUCTOR SCHEDULE EXISTING PHASE DIAGRAM

POLE LOCATION DETAIL

RAILROAD PREEMPTION

TRACK CLEAR

RAILROAD PREEMPTION

LIMITED SERVICE

TENNESSEE ST & REDLANDS BLVD

DETECTOR ASSIGNMENT
Redlands Regular Meeting of 09-20-2022 136 of 359
REV. DATE APP. BY SUB.

DESIGNED BYDRAWN BYCHECKED BYAPPROVED BYDATE
CONTRACT NO.

REVISION SHEET NO.

DRAWING NO.

SCALE
SUBMITTED: APPROVED:

PROJECT MANAGER
7/23/2017 11:06:00PM
p:\pwworking\sac\d0756163\SANBAG-ICS-HALF.tbl
C:\ProgramFiles(x86)\Com m onFiles\InterPlot\IPLOT\bin\iplotdrvm.plt \\OMAP-INPICS01\ICSforPDF\5833\860257_393\26495-08-SW 80001.dgn OMAP-INPICS02$

REDLANDS PASSENGER RAIL PROJECT
R. KLOVSKY
7-28-2017
San Bernardino County Transportation Authority

NOT FOR CONSTRUCTION

SUBMITTAL
90%
2280 Market Street, Suite 100Riverside, CA 92501-2110(951) 320-7300HDR 17-1001699
Obscured
1286.5 1287.5 1288.6
1289.5
1289.5 1290
1290
1290.4
1290.6
1291.5
1291.6
1292.4
1292.5
1292.6 1293.5
1293.5
1293.6
1294.3
1294.6
1294.6
1295 1295.3
1295 1295 .3 .5
1295.6 1296.4
1297.3
1297.5
1297.6
1298.4
1298.6
1298.6
1298.6
1300
W
T
MH Xno TS
E
E
E E E
C
E
C
E
EE
E
PC
PC
PB
PB
472 473 474 475 476
477
1290
1290
1290 1295
PLANSCALE: 1"= 20'

EXIST ROAD R/W
L.REYES SW80001
5 0 5 10
VERTICAL SCALE: 1"= 5'-0"
20 0 20 40
HORIZ SCALE: 1"= 20'

A ROMINGER
E.JOHNSON
R/W

INDICATES LIGHTINDICATES CANOPY DRAINAGEINDICATES SIGNAL LEGEND:
1 (TO BE REMOVED)UTILITY LINE
A
SW80101
C
SW80102

3.2.1. NOTES:

FOR DETAILS NOT SHOWN, SEE "CIVIL PLANS"."DRAINAGE" AND "STRUCTURAL" PLANS.SEE "TRACK PLANS", "ARCHITECTURAL", FOR PLATFORM LAYOUT AND OTHER DETAILS, FOR WALKWAY AND SIDEWALK, SEE "CIVIL PLANS".

D
SW80103
> MT
R/W
SIDEWALK8' WIDE
1"=20'
1"=5'

WEST REDLANDS BLVD
SIDEWALK8' WIDE
SIDEWALK8' WIDE
B3-3A
TYPE B-3 DITCH

GENERAL PLAN
DWG NO. CS80502.FOR DETAIL A, SEE "CIVIL PLANS"
DWG NO. CS80502.FOR DETAIL B, SEE "CIVIL PLANS"
E
SW80103
TYPE 1, H = 6'-0"RETAINING WALL B3-3A
SEE DWG NO. SW80103.

TYPE 1A, H = 6'-0"RETAINING WALL
10+00
10+20.44
12+00 13+00
11+00 14+20.02
14+00

SAFE REFUGEAREA OF
170'-0"

NEW YORK STREET STATION PLATFORM
B
SW80101
MT STA 474+45.17, 5.33' RTEND NEW YORK STATION PLATFORM MT STA 472+75.17, 5.33' RT NEW YORK AVE (MT) PLATFORMBEGIN NEW YORK STATION PLATFORM LOL PI STA 11+95.44, 10.33' RT PI MT STA 474+45.17 = RET WALLBEGIN GRAVITY RETAINING WALL LOL PI STA 13+14.44, 10.55' RT PI MT STA 475+64.19 = RET WALLCORNER GRAVITY RETAINING WALL LOL PI STA 13+25.44, 12.67' RT PI MT STA 475+75.05 = RET WALLEND GRAVITY RETAINING WALL LOL PI STA 13+35.60, 12.78' RT PI MT STA 475+85.13 = RET WALLBEGIN GRAVITY RETAINING WALL DWG NO. SW00102.

SEE "MISCELLANEOUS STRUCTURAL DETAILS NO.2"GRAVITY RETAINING WALL TYPE B, HEIGHT = 3'-0" LOL PI STA 14+20.00, 14.42' RT PI MT STA 476+69.24 = RET WALLEND GRAVITY RETAINING WALL N
MT STA 474+45.17, 20.33' RT BEGIN RET WALL TYPE 1A LOL STA 11+70.00 =END NEW YORK STATION PLATFOM DWG NO. SW00102.STRUCTURAL DETAILS NO.2"SEE "MISCELLANEOUS TYPE B, HEIGHT = 5'-0" GRAVITY RETAINING WALL SW80102.

SEE DWG NO. SEAT WALL
B3-3A

20.55' RT PI MT STA 475+64.10, LOL STA 12+89.11 =END RET WALL

20.67' RT PI MT STA 475+76.05, LOL STA 10+00.00 = BEGIN GRAVITY RET WALL = PI MT STA 476+56.64, 22.20' RT END GRAVITY RET WALL LOL STA 10+80.89

EXIST ROAD R/W
LOL PI STA 10+80.89, 31.14' RT PI MT STA 476+56.42 = RET WALLEND TYPE 1A RETAINING WALL SEE DWG NO. SW80102.TYPE 1A, H = VARIESRETAINING WALL
PI STA 10+00.00, 29.70' RT = RET WALL LOL PI MT STA 475+75.97 RETAINING WALL BEGIN TYPE 1A Mod
Mod
Mod
Redlands Regular Meeting of 09-20-2022 137 of 359
Asph.

Asph.
1290
1290
1290
1295
1295
1300
REV. DATE APP.

BY
SUB.

DRAWN BY

CHECKED BY

APPROVED BY
DATE
CONTRACT NO.

REVISION SHEET NO.

DRAWING NO.

SCALE
SUBMITTED: APPROVED:

PROJECT MANAGER
7/25/2017 9:59:28 AMpw:\\PW APPSAC01:California_Sacram ento\Docum ents\SANBAG\SANBAG_RPRP_Final_Design\SANBAG_RPRP_Final_Design\6.0_CAD_BIM\6.2_W ork_In_Progress\6.2.2 ContractFiles\_PlotDRV\SANBAG_BWc:\pwworking\sac\d0761459\SANBAG-11x17bw_pdf.pltcfgpw:\\PW APPSAC01:California_Sacram ento\Docum ents\SANBAG\SANBAG_RPRP_Final_Design\SANBAG_RPRP_Final_Design\6.0_CAD_BIM\6.2_W ork_In_Progress\6.2.2 ContractFiles\FinalDesign\06_CIVIL\SITE-STATIONS\NEW YORK STATION LAYOUT PLAN

MGRANADO

REDLANDS PASSENGER RAIL PROJECT
7-28-2017
R. KLOVSKY
San Bernardino County Transportation Authority
2280 Market Street, Suite 100
Riverside, CA 92501-2110
(951) 320-7300 NOT FOR CONSTRUCTION

SUBMITTAL
90%
HDR
17-1001699

ALABAMA ST

ORANGE ST

SHOW RD
ORANGE
AVE

SAN BERNARDINO
AVE

TIPPECANOE
RPRP
1290
1290
1290 HB HB
PB
PB
472 473 474 475 476
(MP

8.02)

64.75 MP
472+35
N
20 0 20 40
SCALE: 1"=20'
1"=20'
CS80101
> MT

CITY R/W

CITY R/W
> MT

STATION

NEW YORK STREET
J.K. ANDRES
A. SHAH

WEST REDLANDS BLVD

NEW YORK ST
8'
1290
1290
1295
1290
L. HERNANDEZ
APN# 0169-251-01
APN# 0169-261-24

0.6%
. .
.
2 3
1 .
14 .
15 11.

12. 21.
85 85
.
89 .
84 .
90 .
91 LAYOUT PLAN
A
CS-80401
B
CS-80401
E
CS-80401
.
20 5 .

CS-80402
NOTES:
13 .
83 83
.
87 .
88 .
86 200
201
202
203
204
CONSTRUCTION NOTES:
201
.
4 8
.
212
201
204
204
201

NEW YORK STATION
10'

STATION PLATFORM
SEE NOTE 2
SEE NOTE 3
SEE NOTE 1
SEE NOTE 1
SEE NOTE 4
SEE NOTE 2
SEE SHEET CS80102 SEE SHEET CS80103
SEE SHEET CS80104
212 INSTALL REMOVABLE BOLLARDS

EXIST SBCTA R/W

EXIST SBCTA R/W
83 82

10. 9
.
.
7 .
6 .
5 .
22 23
.

SEE NOTE 5

PLATFORM - SEE STRUCTURAL PLANS

LIGHTING - SEE ELECTRICAL PLANS

HANDRAILS - SEE ARCHITECTURAL PLANS

RETAINING WALL - SEE STRUCTURAL PLANS
STA. OFFSET DESCRIPTION ELEV
1 475+40.38 144.15' LT WALKWAY 1297.53
2 475+60.40 129.44' LT WALKWAY 1297.74
3 475+57.74 125.53' LT WALKWAY 1297.72
4 475+63.78 77.08' LT WALKWAY 1297.11
5 475+73.38 80.29' LT WALKWAY 1339.77
6 475+73.94 78.69' LT WALKWAY 1297.21
7 475+73.92 76.99' LT WALKWAY 1297.21
8 475+63.72 70.08' LT WALKWAY 1297.07
9 475+73.85 69.99' LT WALKWAY 1297.17
10 475+73.74 59.99' LT WALKWAY 1297.07
11 475+63.64 60.08' LT WALKWAY 1296.97
12 475+55.55 60.14' LT WALKWAY 1296.93
13 475+55.63 70.14' LT WALKWAY 1297.03
14 475+45.50 70.20' LT WALKWAY 1296.93
15 475+45.45 60.20' LT WALKWAY 1296.83
20 475+75.41 34.17' LT WALKWAY 1297.01
STA. OFFSET DESCRIPTION ELEV
21 475+75.64 44.17' LT WALKWAY 1297.11
22 475+85.71 44.05' LT WALKWAY 1297.16
23 475+85.59 34.05' LT WALKWAY 1297.14
82 476+56.84 14.10' RT WALKWAY 1294.68
83 476+64.81 14.30' RT WALKWAY 1294.76
84 476+56.64 22.10' RT WALKWAY 1294.60
85 476+64.60 22.30' RT WALKWAY 1294.68
86 476+56.13 22.59' RT WALKWAY 1296.50
87 476+64.32 33.34' RT WALKWAY 1294.28
88 476+55.92 31.12' RT RETAINING WALL 1296.00
89 476+64.11 41.33' RT WALKWAY 1294.20
90 476+56.37 33.13' RT WALKWAY 1294.20
91 476+56.17 41.13' RT WALKWAY 1294.12
4" PCC WALKWAY PER SPPWC 112-2 & 113-2 15'
6'
9'
C
CS-80401
D
CS-80401

6. FOR SIDEWALK CONTINUATION SEE KISS AND RIDE PLANS

5. FOR ROADWAY SEE CIVIL PLANS

4. FOR ELECTRICAL IMPROVEMENTS SEE ELECTRICAL PLANS

3. FOR FENCING SEE FENCING PLANS

2. FOR TRACK DRAINAGE AND DITCH DETAILS SEE TRACK DRAINAGE AND GRADING PLANS

1. FOR SIGNAL IMPROVEMENTS SEE SIGNAL PLANS
SEE NOTE 6
LEGEND:

WALKWAY

PLATFORM
170'
Redlands Regular Meeting of 09-20-2022 138 of 359
REV. DATE APP. BY SUB.

DESIGNED BYDRAWN BYCHECKED BYAPPROVED BYDATE
CONTRACT NO.

REVISION SHEET NO.

DRAWING NO.

SCALE
SUBMITTED: APPROVED:

PROJECT MANAGER
7/23/2017 11:09:44PM
p:\pwworking\sac\d0756163\SANBAG-ICS-HALF.tbl
C:\ProgramFiles(x86)\Com m onFiles\InterPlot\IPLOT\bin\iplotdrvm.plt \\OMAP-INPICS01\ICSforPDF\5834\773125_61\26495-10-AS80002.dgn OMAP-INPICS03$

REDLANDS PASSENGER RAIL PROJECT
7-28-2017
R. KLOVSKY
San Bernardino County Transportation Authority
2280 Market Street, Suite 100Riverside, CA 92501-2110(951) 320-7300 NOT FOR CONSTRUCTION

SUBMITTAL
90%
HDR
17-1001699

ALABAMAST

ORANGEST

SHOW RD
ORANGE
AVE

SAN BERNARDINO
AVE

TIPPECANOE
BLVD

REDLANDS
Asph.

Asph.
1290
1290
1290
1290
1295
1295
PC
PC
PB
PB
472 473 474 475 476
HB HB
DEMO NOTES:

EXISTING TO REMAIN

SEE CIVIL
51 SEE FENCING DRAWINGS
535859
60 NOT IN CONTRACT

SEE TRACK DRAWINGS
1 57 SEE STRUCTURAL - RETAINING WALL
50 24
36 ILLUMINATED HANDRAILS
55 SEE STRUCTURAL - CANOPY

POINT OF SAFETY-SEE CAMPUS PLANSSAFE DISPERSAL AREA OR
GENERAL NOTES:
2 SEE SIGNALSSEE ELECTRICALSEE COMMUNICATIONS
LEGEND PER SHEET3. COMPLETE NOTES SHOWN AS2. SEE AG00002 FOR SYMBOL LEGEND OF PLATFORM1. SEE CIVIL FOR START POINT KEY NOTES:

N
20 0 20 40
SCALE: 1"=20'

STATION NEW YORK STREET
1"=20'
AS80002

SITE PLAN

PEDESTRIAN GATE

WEST REDLANDS BLVD
> TRACK
SITE PLANSCALE: 1"=20'-0"
1 AS80002
E. GUERRERO
A. SUZUKI
24 60
170'
5'-4" 15'
6'
8'
8'
8'
55 59
51 59
FOR ENLARGED PLANSEE SHEET AS80004
FOR ENLARGED PLANSEE SHEET AS80003
FOR ENLARGED PLANSEE SHEET AS80005
1 2

NEW YORK STREET STATION

BBRANDLE-RJANIK

NEW YORK STATION
Redlands Regular Meeting of 09-20-2022 139 of 359
REV. DATE APP. BY SUB.

DESIGNED BYDRAWN BYCHECKED BYAPPROVED BYDATE
CONTRACT NO.

REVISION SHEET NO.

DRAWING NO.

SCALE
SUBMITTED: APPROVED:

PROJECT MANAGER
7/23/2017 11:08:43PM
p:\pwworking\sac\d0756163\SANBAG-ICS-HALF.tbl
C:\ProgramFiles(x86)\Com m onFiles\InterPlot\IPLOT\bin\iplotdrvm.plt \\OMAP-INPICS01\ICSforPDF\5834\773125_1519\26495-10-AS80005.dgn OMAP-INPICS02$

REDLANDS PASSENGER RAIL PROJECT
7-28-2017
R. KLOVSKY
San Bernardino County Transportation Authority
2280 Market Street, Suite 100Riverside, CA 92501-2110(951) 320-7300 NOT FOR CONSTRUCTION

SUBMITTAL
90%
HDR
17-1001699

ALABAMAST

ORANGEST

SHOW RD
ORANGE
AVE

SAN BERNARDINO
AVE

TIPPECANOE
BLVD

REDLANDS
475+50 476+00 476+50
1295
E
E
EE
PB
PB
DEMO NOTES:
1 EXISTING TO REMAIN

NOT IN CONTRACT
GENERAL NOTES:1.2.
23 TRASH RECEPTICLE 22 BENCH SEATING
11 CONTROL JOINT
59 SEE SIGNALS

3. AS LEGEND PER SHEETCOMPLETE NOTES SHOWN
53 SEE CIVIL

RACKHOOP BICYCLE
41 CANOPYSEE STRUCT55
42 BOLLARDPROTECTIVE
54 SEE UTILITIES57

RETAINING WALLSEE STRUCT -
40 PLANTER

ELECTRICAL LIGHTING - SEE
26 HANDRAILSILLUMINATED
36 CANOPY DESIGNSHALL UTILIZE STANDARD SBTC, TIPPECANOE STATIONS LEGENDSEE AG00002 FOR SYMBOL 1 PLATFORM
3 RAMP/PLATFORMMINI-HIGH
4 RAMPACCESSIBLE
7 HANDRAILS

MACHINE (TVM)TICKET VENDING
25 HOSE BIBBGROUND HYDRANT
14 20 CANOPY ABOVE
12 SIGNAGE
10 EXPANSION JOINT
8 PER SCRRA ES5102FENCE/GUARDRAILSPLATFORM EDGE
TILES PER SCRRA ES3203DETECTABLE WARNING
6 51

DRAWINGSSEE FENCING

SIGN (VMS)VARIABLE MESSAGE
27 COMMUNICATIONSSEE
60 ELECTRICALSEE
58 23 EXISTING TO BE REMOVED
43 SCRRA STD ES4002PED SWING GATE PER
KEY NOTES:

4. SITE FURNISHINGSEE SPECIFICATIONS FOR
2 SIDEWALK PER CIVIL

WALKWAY/
N
10 0 10 20
SCALE: 1"=10'

STATION NEW YORK STREET
1"=10'
AS80005
> TRACK

WEST REDLANDS BLVD
PLATFORM PLANSCALE: 1"=10'-0"
1 AS80005
E. GUERRERO
A. SUZUKI
PLATFORM PLAN SHEET 3 OF 3
MATCH
LINE
M
T-1
STA 475+20
SEE
DW
G
AS-80003
2 AS-80100
36 58
36 58
7 8
7 8
59 8
7 8
57 26
59 2
2 40
5757
59 41
53 TYP
42 44
6 6
6 57
SLOPES:112 MINIMUM
TYP
TYP
SEE DWG AS-80004
10 11

BBRANDLE-RJANIK

NEW YORK STATION
Redlands Regular Meeting of 09-20-2022 140 of 359
REV. DATE APP. BY SUB.

DESIGNED BYDRAWN BYCHECKED BYAPPROVED BYDATE
CONTRACT NO.

REVISION SHEET NO.

DRAWING NO.

SCALE
SUBMITTED: APPROVED:

PROJECT MANAGER
7/23/2017 11:09:16PM
p:\pwworking\sac\d0756163\SANBAG-ICS-HALF.tbl
C:\ProgramFiles(x86)\Com m onFiles\InterPlot\IPLOT\bin\iplotdrvm.plt \\OMAP-INPICS01\ICSforPDF\5834\773125_1521\26495-10-AS80004.dgn OMAP-INPICS01$

REDLANDS PASSENGER RAIL PROJECT
7-28-2017
R. KLOVSKY
San Bernardino County Transportation Authority
2280 Market Street, Suite 100Riverside, CA 92501-2110(951) 320-7300 NOT FOR CONSTRUCTION

SUBMITTAL
90%
HDR
17-1001699

ALABAMAST

ORANGEST

SHOW RD
ORANGE
AVE

SAN BERNARDINO
AVE

TIPPECANOE
BLVD

REDLANDS
Asph.

PB
DEMO NOTES:
1 EXISTING TO REMAIN

NOT IN CONTRACT
GENERAL NOTES:1.2.
23 TRASH RECEPTICLE 22 BENCH SEATING
11 CONTROL JOINT
59 SEE SIGNALS

3. AS LEGEND PER SHEETCOMPLETE NOTES SHOWN
53 SEE CIVIL

RACKHOOP BICYCLE
41 CANOPYSEE STRUCT55
42 BOLLARDPROTECTIVE
54 SEE UTILITIES57

RETAINING WALLSEE STRUCT -
40 PLANTER

MACHINE (TVM)TICKET VENDING
25 HOSE BIBBGROUND HYDRANT
14 20 CANOPY ABOVE
12 SIGNAGE
10 EXPANSION JOINT
8 PER SCRRA ES5102FENCE/GUARDRAILSPLATFORM EDGE
TILES PER SCRRA ES3203DETECTABLE WARNING
6 51

DRAWINGSSEE FENCING

SIGN (VMS)VARIABLE MESSAGE
27 COMMUNICATIONSSEE
60 ELECTRICALSEE
58 23 EXISTING TO BE REMOVED
43 SCRRA STD ES4002PED SWING GATE PER
KEY NOTES:

4. SITE FURNISHINGSEE SPECIFICATIONS FOR
2 SIDEWALK PER CIVIL

WALKWAY/
1"=10'
AS80004
PLATFORM PLANSCALE: 1"=10'-0"
1 AS80004
E. GUERRERO
A. SUZUKI
PLATFORM PLAN SHEET 2 OF 3
2 2
1 NEW YORK STREET
N
10 0 10 20
SCALE: 1"=10'

STATION NEW YORK STREET
MATCH LINE SEE DWG AS80005
51 53
10 TYP
11 TYP
2 NEW YORK STREET STATION
MATCH
LINE
SEE
DW
G
AS80003

BBRANDLE-RJANIK

NEW YORK STATION
Redlands Regular Meeting of 09-20-2022 141 of 359
REV. DATE APP. BY SUB.

DESIGNED BYDRAWN BYCHECKED BYAPPROVED BYDATE
CONTRACT NO.

REVISION SHEET NO.

DRAWING NO.

SCALE
SUBMITTED: APPROVED:

PROJECT MANAGER
7/23/2017 11:08:27PM
p:\pwworking\sac\d0756163\SANBAG-ICS-HALF.tbl
C:\ProgramFiles(x86)\Com m onFiles\InterPlot\IPLOT\bin\iplotdrvm.plt \\OMAP-INPICS01\ICSforPDF\5834\773125_1520\26495-10-AS80052.dgn OMAP-INPICS02$

REDLANDS PASSENGER RAIL PROJECT
7-28-2017
R. KLOVSKY
San Bernardino County Transportation Authority
2280 Market Street, Suite 100Riverside, CA 92501-2110(951) 320-7300 NOT FOR CONSTRUCTION

SUBMITTAL
90%
HDR
17-1001699

ALABAMAST

ORANGEST

SHOW RD
ORANGE
AVE

SAN BERNARDINO
AVE

TIPPECANOE
BLVD

REDLANDS
475+50 476+00 476+50
GENERAL NOTES:

1. SYMBOL LEGEND
SEE AG00002 FOR
STATION IDENTIFICATION SIGNAGE:
24-2

2. THIS SHEET

NOT SHOWN ON

FOR OTHER NOTES

PLATFORM PLANS

SEE ARCHITECTURAL
14-2
1-1
14-1
15-1
SIGNAGE AS PER SCRRA ENGINEERING STANDARDS #3303-3332
24-3 25-1

CROSSING WARNING SIGN

CAUTION SIGN
"PULL GATE TO OPEN" SIGN
16-1 "LOOK" SIGN
23-1 ACCESSIBILITY SIGN
"PLEASE PURCHASE TICKET" SIGN
24-1 "DO NOT ENTER" SIGN
"THANK YOU FOR NOT SMOKING" SIGN
24-4 "NO BICYCLING" SIGN
24-5 "EXIT" SIGN
24-6 "TO TRAINS" SIGN
24-8 "PURCHASE TICKETS HERE" SIGN
27-1
28-1
(BRAILLE)

STATION IDENTIFICATION SIGN
21-1
(LARGE)

STATION IDENTIFICATION SIGN
(AT TRACK)

STATION IDENTIFICATION SIGN

DISPLAY CASE (POST MOUNTED)

MONUMENT SIGN

PRIMARY IDENTIFICATION
N
10 0 10 20
SCALE: 1"=10'

STATION NEW YORK STREET
1"=10'
AS80052
> TRACK

WEST REDLANDS BLVD
E. GUERRERO
A. SUZUKI
MATCH
LINE
M
T-1
STA 475+20
SEE
DW
G
AS-80050
SIGNAGE PLAN SHEET 3 OF 3
15-114-116-1
1-1
23-1
NEW YORK STREET STATIONSIGNAGE PLANSCALE: 1"=10'-0"
1 AS80052
MATCH LINE SEE DWG AS80051

BBRANDLE-RJANIK

NEW YORK STATION
Redlands Regular Meeting of 09-20-2022 142 of 359
REV. DATE APP.

BY
SUB.

DRAWN BY

CHECKED BY

APPROVED BY
DATE
CONTRACT NO.

REVISION SHEET NO.

DRAWING NO.

SCALE
SUBMITTED: APPROVED:

PROJECT MANAGER
7/25/2017 6:23:44 AMpw:\\PW APPSAC01:California_Sacram ento\Docum ents\SANBAG\SANBAG_RPRP_Final_Design\SANBAG_RPRP_Final_Design\6.0_CAD_BIM\6.2_W ork_In_Progress\6.2.2 ContractFiles\_PlotDRV\SANBAG_BWc:\pwworking\sac\d0761459\SANBAG-11x17bw_pdf.pltcfgpw:\\PW APPSAC01:California_Sacram ento\Docum ents\SANBAG\SANBAG_RPRP_Final_Design\SANBAG_RPRP_Final_Design\6.0_CAD_BIM\6.2_W ork_In_Progress\6.2.2 ContractFiles\FinalDesign\06_CIVIL\SITE-STATIONS\NEW YORK STATION SITE PLAN SHEET 3 OF 3

MGRANADO

REDLANDS PASSENGER RAIL PROJECT
7-28-2017
R. KLOVSKY
San Bernardino County Transportation Authority
2280 Market Street, Suite 100
Riverside, CA 92501-2110
(951) 320-7300 NOT FOR CONSTRUCTION

SUBMITTAL
90%
HDR
17-1001699
475+25 475+50 475+75 476+00
CS80104
CONSTRUCTION NOTES: STATION
N
J.K. ANDRES
A. SHAH
5 0 5 10
SCALE: 1"=5'-0"

AS SHOWN

L.HERNANDEZ

SITE PLAN
SHEET 3 OF 3
D
CS80401
C
CS80401
10'
8' 9'
10'
4'
8'
2'
5'
12'
> MT
1%
1%

1.3%

6.8%

0.6%

PLANTER
.
24 .
30 .
32 .
50 .
63 .
75 .
64 .
66 .
62 .
31 .
27 .
25 .
26 .
59 .
57 .
4 CS-80402
.
51 .
68 .
58 .
60 .
72 .
74 29
.
28 .
78 .
79 .
80 .81
.
73 .
76 .
71 .
. 61 69
.
77 .
67 10'
203
201
204
204
202
204 202
214
211
215
214
211
215
202 204
201
202 204
204
226
201
221 202
234
212
212 212 212
213
202
205
6'

NEW YORK STATION
212
211 226
210
.
65 201
202 CONST. HANDRAILS - SEE ARCHITECTURAL PLANS
203 LIGHTING - SEE ELECTRICAL
205

STD SPECIFICATIONS, WIDTH PER PLAN
CONST. 4" SIDEWALK PER CITY OF REDLANDS
209
(RAISED TRUNCATED DOME PER SCRRA ES3203)

INSTALL ADA DETECTABLE WARNING SURFACE
211
212 INSTALL REMOVABLE BOLLARDS
213 CONST. 2'x2.5' CONCRETE SEATWALL
214
SCRRA ENGINEERING STD 4002, LAYOUT PER PLAN

INSTALL PEDESTRIAN SWING GATE PER
215 INSTALL AUTOMATED GATE ARM, LENGTH PER PLAN
221
226 INSTALL NDS 1200 NGB CATCH BASIN OR EQUIVALENT
NOTES:

1. FOR SIGNAL IMPROVEMENTS SEE SIGNAL PLANS

3. FOR ELECTRICAL IMPROVEMENTS SEE ELECTRICAL PLANS

4. FOR FENCING IMPROVEMENTS SEE FENCING PLANS
SEE NOTE 5
SEE NOTE 3

37.26'

EXIST SBCTA R/W
2'
5'
201
204 RETAINING WALL - SEE STRUCTURAL PLANS
.
70 1%
6'

1.5%
MAX
WEST REDLANDS BLVD.

1.5%
MAX
234 CONST. CURB RAMP PER SPPWC STD PLAN NO. 111-4
STA. OFFSET DESCRIPTION ELEV
24 475+75.11 6.11' RT WALKWAY 1297.35
25 475+85.10 6.13' RT WALKWAY 1297.48
26 475+75.04 12.67' RT WALKWAY 1297.59
27 475+85.02 12.78' RT WALKWAY 1297.59
28 475+74.04 12.65' RT WALKWAY 1297.59
29 475+84.92 20.77' RT WALKWAY 1297.51
30 475+64.19 10.56' RT WALKWAY 1297.61
31 475+76.06 20.67' RT WALKWAY 1297.51
32 475+64.10 20.55' RT WALKWAY 1297.51
50 475+64.03 29.62' RT SEATWALL 1293.50
51 475+75.96 29.90' RT RETAINING WALL 1292.82
57 475+88.01 31.88' RT WALKWAY 1291.22
58 475+26.96 29.42' RT SEATWALL 1293.50
59 475+87.91 39.88' RT WALKWAY 1291.11
60 475+26.95 31.42' RT SEATWALL 1291.50
61 475+87.73 54.35' RT WALKWAY 1291.18
62 475+63.97 36.59' RT WALKWAY 1291.04
63 475+42.84 36.45' RT WALKWAY 1290.69
64 475+36.88 36.43' RT WALKWAY 1290.65
65 475+84.92 54.31' RT WALKWAY 1291.15
66 475+36.87 39.92' RT WALKWAY 1290.62
67 475+77.06 46.21' RT PEDRAMP 1290.93
68 475+26.93 39.88' RT WALKWAY 1290.50
69 475+77.00 54.14' RT PEDRAMP 1290.39
70 475+64.01 31.62' RT SEATWALL 1293.50
71 475+73.04 54.11' RT PEDRAMP 1290.34
72 475+42.81 42.45' RT WALKWAY 1290.64
73 475+73.09 46.18' RT PEDRAMP 1290.93
74 475+63.92 42.59' RT WALKWAY 1290.99
75 475+36.85 45.92' RT WALKWAY 1290.50
76 475+65.11 54.10' RT WALKWAY 1290.93
77 475+63.82 54.09' RT WALKWAY 1290.91
78 475+66.47 42.87' RT BOLLARDS 1290.64
79 475+71.16 39.17' RT BOLLARDS 1291.02
80 475+79.11 39.23' RT BOLLARDS 1291.04
81 475+85.07 39.30' RT BOLLARDS 1291.09
210 475+86.88 54.38 RT STORM DRAIN 1290.50
211 475+87.17 30.92 RT STORM DRAIN 1290.62
212 475+87.20 28.56 RT STORM DRAIN 1292.70
.
6 CS-80402
4" PCC WALKWAY PER SPPWC 112-2 & 113-2
L = 5'
L = 5'
SEE NOTE 2
209
SEE NOTE 6
26'
STAIRWAY - PER SPPWC 640-4

2. FOR TRACK DRAINAGE IMPROVEMENTS SEE TRACK DRAINAGE PLANS

6. FOR BIKE RACKS SEE STATION ARCHITECTURE PLANS

5. FOR KISS AND RIDE IMPROVEMENTS SEE CIVIL PLANS

7. FOR SIDEWALK CONTINUATION SEE KISS AND RIDE PLANS
SEE NOTE 7
8'

EXIST CITY R/W
1294
1295
CONST. 4" PLASTIC STORM DRAIN
Redlands Regular Meeting of 09-20-2022 143 of 359
NTS

TRACK TYPICAL SECTIONS
A. STAHLNECKER

MIHALOVICH/BROWN
J. BROWN RR00332
MT STA 475+42 TO STA 476+49
REV. DATE APP. BY SUB.

DESIGNED BYDRAWN BYCHECKED BYAPPROVED BYDATE
CONTRACT NO.

REVISION SHEET NO.

DRAWING NO.

SCALE
SUBMITTED: APPROVED:

PROJECT MANAGER
7/23/2017 10:33:59PM
p:\pwworking\sac\d0756163\SANBAG-ICS-HALF.tbl
C:\ProgramFiles(x86)\Com m onFiles\InterPlot\IPLOT\bin\iplotdrvm.plt \\OMAP-INPICS01\ICSforPDF\5826\773113_399\26495-RR00332.dgn OMAP-INPICS01$

REDLANDS PASSENGER RAIL PROJECT
R. KLOVSKY
2280 Market Street, Suite 100Riverside, CA 92501-2110(951) 320-7300HDR San Bernardino County Transportation Authority

NOT FOR CONSTRUCTION

SUBMITTAL
90%
7-28-2017
17-1001699
MT STA 475+42 TO STA 475+72
10'-0"

STATION WALKWAY
R/W
EX
100'-0" R/W
EX

CITY R/W
REDLANDS BLVD.
> MT
11'-6"

MT T/R PROFILE
8" BALLAST
6" SUBBALLAST
2%
10'-4"
GRAVITY WALL4' SDRS TYPE C
DRAINAGE PLANSSUBDRAIN. SEE
6" HMA 8" BALLAST
2%

DRAINAGE PLANS
SUBDRAIN. SEE
R/W
EX
100'-0" R/W
EX

MT T/R PROFILE
> MT
10'-0" 10'-0"
GRAVITY WALL4' SDRS TYPE C

MT T/R PROFILE
> MT
11'-6" 13'-4"
8" BALLAST
6" SUBBALLAST
2%

SEE STATION PLANSPROPOSED GRADING
MT STA 475+88 TO STA 476+49

DRAINAGE PLANS
SUBDRAIN. SEE
R/W
EX
100'-0" R/W
EX

CITY R/W
REDLANDS BLVD.

CITY R/W
REDLANDS BLVD.
(STATION CROSSING)
MT STA 475+72 TO STA 475+88

SEE STATION PLANSPROPOSED GRADING

GROUNDEXISTING

GROUNDEXISTING
SUBBALLAST TRANSITION TO OCCUR OVER 25 FEET.SEE DRAWING RR00301 FOR ROADBED WIDENING ON CURVES.

2.1. NOTE:

SEE FENCING PLANS FOR LIMITSPROPOSED FENCE

PLANS FOR LIMITSPROPOSED FENCE SEE FENCING

SEE STATION PLANSPROPOSED GRADING

SEE STATION PLANSPROPOSED GRADING
Redlands Regular Meeting of 09-20-2022 144 of 359
REV. DATE APP. BY SUB.

DESIGNED BYDRAWN BYCHECKED BYAPPROVED BYDATE
CONTRACT NO.

REVISION SHEET NO.

DRAWING NO.

SCALE
SUBMITTED: APPROVED:

PROJECT MANAGER
7/23/2017 11:09:25PM
p:\pwworking\sac\d0756163\SANBAG-ICS-HALF.tbl
C:\ProgramFiles(x86)\Com m onFiles\InterPlot\IPLOT\bin\iplotdrvm.plt \\OMAP-INPICS01\ICSforPDF\5834\773125_56\26495-10-AS80100.dgn OMAP-INPICS03$

REDLANDS PASSENGER RAIL PROJECT
7-28-2017
R. KLOVSKY
San Bernardino County Transportation Authority
2280 Market Street, Suite 100Riverside, CA 92501-2110(951) 320-7300 NOT FOR CONSTRUCTION

SUBMITTAL
90%
HDR
17-1001699

NEW YORK STATION
CEILING LEGEND:

DECK, SEE STRUCTURALEXPOSED AESS ACOUSTICAL CELLULAR ROOF

PLATFORM
CONSTRUCTION NOTES:

GUARDRAILS - CUSTOM CABLE RAILINGGUARDRAILS - AS PER SCRRA STD ES5102 TRASH RECEPTICLE TICKET VENDING MACHINE (TVM)LIGHTING - SEE ELECTRICAL VARIABLE MESSAGE SIGN (VMS)DISPLAY CASE - AS PER SCRRA STD ES3328

SEE COMMUNICATIONS

SEALED REDWOOD VENEER
1 89
2325
26 2729
60 22 BENCH SEATING
35 SIGNAGE
GENERAL NOTES:

F8F7F6F5F4F3F2F1
FINISH LEGEND:

FEDERAL STANDARD 12160 PAINT (4) - FIELD APPLIED -TRANSLUCENT VANDALPROOF SURFACECONCRETE W/ VANDALPROOF SEALER FINISHFACTORY FINISH - SILVER POWDERCOATFACTORY FINISH - MATTE BLACK POWDERCOATFEDERAL STANDARD 34095 FIELD GREENPAINT (3) - FIELD APPLIED -FEDERAL STANDARD 20260 TANPAINT (2) - FIELD APPLIED -INSIGNIA WHITEFEDERAL STANDARD 17875PAINT (1) - FIELD APPLIED - 7 HANDRAILS
ONCE FOR SIMILAR ITEMS IN DRAWING, UNOTYPICAL KEYNOTES ARE SHOWN ONLY DIMENSIONS ARE CENTERLINE OF GRID, UNO.REFER TO CIVIL.TOP OF PLATFORM/FINISH FLOOR = 0'-0"

1.2.3. 5 RETAINING WALL
40 PLANTER
4 ACCESSIBLE RAMP3

PLATFORMMINI-HIGH RAMP/
41 42

HOOP BICYCLE RACKPROTECTIVE BOLLARD
36 ILLUMINATED HANDRAILS
58 SEE ELECTRICAL
M3 BRUSHED ALUMINUMM2 STAINLESS STEELM1 PAINTED METAL G1 EXTERIOR POLYCARBONATE PANELC3 CIP CONCRETE - SPLIT FACE FINISHC2 CLAY TILE - TERRA COTTAC1 CONCRETE MATERIAL ITEM LEGEND:
10 0 10 20
SCALE: 1"=10'
AS80100

NEW YORK STREET STATION

OVERALL ELEVATION
E. GUERRERO
A. SUZUKI
1"=10'-0"
4 AS80300
MATCH
LINE
M
T-1
STA 474+25
SEE
DW
G 01-AS80100
SEE
DW
G 02-AS80100
MATCH
LINE
M
T-1
STA 474+25
C3 35
F6
SCALE: 1'=10'CANOPY ELEVATION (TRAIN SIDE) 1
AS80100
SCALE: 1'=10'ENTRY ELEVATION 2
AS80100
41 M2
42 9 26 36 7 36
26 23
58 58
C3
C3
9 1
4 BBRANDLE-RJANIK
Redlands Regular Meeting of 09-20-2022 145 of 359
REV. DATE APP. 12-20-2017 BY SUB.

DESIGNED BYDRAWN BYCHECKED BYAPPROVED BYDATE
CONTRACT NO.

REVISION SHEET NO.

DRAWING NO.

SCALE
12/19/20179:13:54AM
p:\pwworking\sac\d0756163\SANBAG-ICS-HALF.tbl
C:\ProgramFiles(x86)\Com m onFiles\InterPlot\IPLOT\bin\iplotdrvm.plt \\OMAP-INPICS01\ICSforPDF\923\883953_83\26495-06-CR83101.DGN OMAP-INPICS01$

NOT FOR CONSTRUCTION

SUBMITTAL
100%
F
R R
R R
H
H
H
H
A
sph
.

A
sph
.

C
onc
Conc
Conc
C
onc
STOP
STOP
STOP
STOP
STOP
STOP
STOP
POTS
STOP
W
W
W
W
W
W
T
W
D
W W
FH
W
488
489
490
491
8 9 10 11

WALKWAY END SECTION DETAIL
4 "
6" 4"
4 "

EXIST GROUND
NTS

PROP HAND RAIL

PROP SIDEWALK
6 "
N

TEXAS STREET
CONSTRUCTION NOTES:
9'
32'
REMOVAL NOTES:
20 0 20 40
SCALE: 1"=20'
> MT
9'
> TEXAS STREET
5'
(44'R/W)
(44'R/W)
32'
1"=20'
CR83101

ROADWAY IMPROVEMENT
No. R T L
1 3.00 177°42'40" 9.30
2 150.18

2.00 175°41'39" 53.20 6.13
2 MHSEWER
MH

4.5' LT8+65.00 BC 32
' 32'
7'
0 .
5 '
R
0 .
5 'R
LAYOUT

EX CITY R/W

EX SBCTA R/W

27.6'

61.91'
1 PROTECT IN PLACE
345

SAWCUT EXISTING PAVEMENT
10 14
21 3
3 4
10 5
5 21
1 5
21 1
14 5
4 3
10 14
1 21
1 21
1 REMOVE EXISTING AC PAVEMENT
4 REMOVE EXISTING CURB & GUTTER5 REMOVE EXISTING SIDEWALK 6 10
4 1
1 1
4 5
10 4
1 1
10 6
4 1
5 5
2 2
2 2 ADJUST TO GRADE, ITEM PER PLAN
1 49 INSTALL SIGNAL HOUSE
49 31
31 31

REMOVE EXISTING RAILROAD SIGNAL
N1°0'21"W
1 CB
3 2
VAULT
(44'R/W)
(40'R/W)
1 CB
3 1 3
STA > S TEXAS ST = 9+86.69STA > MT = 489+22.11MP 65.07 (8.34) FH

EX SBCTA R/W

RESET GUYPP

RESET GUYPP
WEST

STUART AVENUE
JOIN EXISTBEG SWK STA 7+85.00, 43.50' LT
PP

SEE ELECPLANS
STA 10+50
LPL
JOIN EXISTEND C&G, SWK & PVMTSTA 11+34.00, 32.00' LT
JOIN EXISTEND C&G & SWK STA 10+56.00, 32.00' RT
SEE ELEC PLANSSTA 9+31
1 WV
JOIN EXISTEND PVMT STA 11+34.00, 30.50' RT

1.62' LT11+07.07 BC

2.38' RT11+07.07 EC
FOR DETAIL ASEE SHT CR83301

AVENUE ORIENTAL
(100'R/W)
> MT

FOR DET (TYP)SEE FENCING PLANS
4 3
5'
7'
SWKSWK

7.5'

1.50' RT8+64.89 EC

FOR DET (TYP)SEE DRAINAGE PLANS
LPL
PP

4.50' RT AP10+50.57 BC 14
14 21

EX CITY R/W

EX CITY R/W
SWK
2 WV
2 MH
SWK
5'
4 3

PROP TCE
CONSTRUCT 8" HIGH TYPE A1-8 CURB PER SPPWC STD PLAN NO. 120-2 25 25
16 16
16 16
16 8 REMOVE EXISTING POLE/BOLLARD
8 8
1 3
8 1
44 6 24
24 CONSTRUCT DRIVEWAY PER SPPWC STD PLAN NO. 110-2, TYPE B 55 55
55 INSTALL STREET LIGHT PER CITY OF REDLANDS STD PLAN NO.459 1 1
6 18
8 18 REMOVE EXISTING RAIL EQUIPMENT PER SIGNAL PLANS

LINE/CURVE DATA
345 - - 3 5 4 76.63 56.54 75.18 (100'R/W)
21 EX CITY R/W
1 C&G
W=12'> DRWYSTA 9+51
2 GUYRESETPP

4.50' RT AP9+40.00

FOR DET (TYP)SEE DRAINAGE PLANS
WV
2 > DRWY, W=12'STA 10+83
FOR DETAIL BSEE SHT CR83301
5'
2'
6 - - - - - N50°09'29"E - N03°09'32"W N01°08'49"E N01°16'58"E 6 7.97 3 6.5'
6 6
6 TEXAS STREET - MP 65.07 (8.34)
6" AB8" PCC
PAD = 1312.7'10'x8'
SEE SIGNAL PLANS FOR DET (TYP)ELEV PER SHEET CR83102PROP PB (TYP)

CASE II
DOT 027239R, CPUC 101 SG-65.07
7 TOTAL
2 WV PB
2 UB
2 SIGN
END MED9+76.65
BEG MED9+96.73
JOIN EXISTBEG C&G, PVMTSTA 8+05.00, 32.00' LT
2 WV

PER ELEC PLANSRELOCATE METERING PEDESTAL
CASE F
CASE E

REMOVE EXISTING DRIVEWAY
24 24 REMOVE AND SALVAGE EXISTING SIGN
25 REMOVE EXISTING PCC PAVEMENT
25 56 CONSTRUCT PCC PAVEMENT PER PLAN
56 69 INSTALL CURB DRAIN PER SPPWC STD PLAN NO.150-3, CASE PER PLAN 28 REMOVE EXISTING DRAINAGE PIPE
69 28
FILL OVER 95% COMPACTED NATIVE MATERIAL CONSTRUCT STAMPED CONCRETE MEDIAN PAVEMENT, 4" PCC OVER 4" SAND CR00006CONSTRUCT FULL AC PAVEMENT SECTION, DEPTHS OF AC AND AB PER SHEET OVERLAYCOLD MILL EXISTING PAVEMENT AND CONSTRUCT 2" ASPHALT CONCRETE NO. 120-2CONSTRUCT 8" HIGH TYPE A2-8 CURB AND GUTTER PER SPPWC STD PLAN PER PLANCONSTRUCT 4" PCC SIDEWALK PER SPPWC STD PLAN NO. 113-2, WIDTH ENGINEERING STD ES4011CONSTRUCT DRIVEWAY FOR MAINTENANCE ACCESS PER SCRRA PLAN. SEE GRADING & DRAINAGE PLANS FOR CATCH BASIN INFORMATIONCONSTRUCT LOCAL DEPRESSION PER SPPWC STD PLAN NO. 313-3, CASE PER 42 INSTALL METAL HAND RAILING PER SPPWC STD 606-4, TYPE PER PLAN 42 39.00' LT AP7+90.24
JOIN EXISTBEG C&G, SWK STA 8+30.00, 32.00' RT
1 C&G
1 JOIN EXISTBEG PVMTSTA 8+20.00, 32.00' RT
44 INSTALL NON-REMOVABLE BOLLARDS PER SHEET CR00006

4.50' LT AP10+30.49
END WALK WAY END SECTIONEND HAND RAIL39.00' LTSTA 9+37.79 PER DETAIL THIS SHEETBEG WALK WAY END SECTIONBEG HAND RAIL TYPE CSTA 7+86.85, 43.21' LT TYPE C
Redlands Regular Meeting of 09-20-2022 146 of 359
REV. DATE APP. 12-20-2017 BY SUB.

DESIGNED BYDRAWN BYCHECKED BYAPPROVED BYDATE
CONTRACT NO.

REVISION SHEET NO.

DRAWING NO.

SCALE
12/19/20179:13:57AM
p:\pwworking\sac\d0756163\SANBAG-ICS-HALF.tbl
C:\ProgramFiles(x86)\Com m onFiles\InterPlot\IPLOT\bin\iplotdrvm.plt \\OMAP-INPICS01\ICSforPDF\923\883953_86\26495-06-CR83102.DGN OMAP-INPICS02$

NOT FOR CONSTRUCTION

SUBMITTAL
100%
R R
R R
Conc
STOP
STOP
W
T
9 10 11
488+50
489+00 489+50 490+00
CONSTRUCTION NOTES:
1"=10'
CR83102

ROADWAY IMPROVEMENT

TEXAS STREET
N
10 0 10 20
SCALE: 1"=10'

GRADE CROSSING LAYOUT
34 34
34 34
34 50
48 50
50 50
50 MP 65.07 (8.34)STA > MT = 489+22.11STA > S TEXAS ST = 9+86.69 NOTES:

1. CR83401SEE SHT
CR83401SEE SHT
CR83401SEE SHT
CR83401SEE SHT
> MT
> MT

EX SBCTA R/W

EX SBCTA R/W
15'
15'
15'
15'
10'
10'
10'
10'

4.5'4.5'

4.5'

4.5'4.5'

4.5'

EX CITY R/W

PROP TCE
48 36.50' LTSTA 10+06.04

0.00' LTSTA 10+06.04

0.00' RTSTA 9+67.73

36.50' RTSTA 9+67.73
TEXAS STREET - MP 65.07 (8.34)
ELEV = 1316.6'PROP PB LID
ELEV = 1315.2'PROP PB LID
ELEV = 1313.4'PROP PB LID
ELEV = 1314.4'PROP PB LID
SEE NOTE 2

2. ES4011 AND ES4012, WHICHEVER IS APPLICABLE.SHALL COMPLY WITH SCRRA ENGINEERING STANDARDSPEDESTRIAN FACILITIES AT VEHICLE CROSSINGSLINE.PROTECT UTILITY - HAND DIG OR POTHOLE EXISTING UTILITY SCRRA ENGINEERING STD ES8300INSTALL CPUC STD NO. 9 ACTIVE WARNING DEVICE PER SCRRA ENGINEERING STD ES4201CONSTRUCT ASPHALT CONCRETE PAVEMENT AND RAMP PER ENGINEERING STD ES4201, LAYOUT PER TRACK PLANSINSTALL PRECAST CONCRETE PANELS PER SCRRA Redlands Regular Meeting of 09-20-2022 147 of 359
REV. DATE APP. 12-20-2017 BY SUB.

DESIGNED BYDRAWN BYCHECKED BYAPPROVED BYDATE
CONTRACT NO.

REVISION SHEET NO.

DRAWING NO.

NOT FOR CONSTRUCTION

SUBMITTAL
100%
11+00 12+00
LT1315
RT1320 CL1310
CL1320
RT1320

EXISTING GRADE FOR TOP OF WEST CURB
PROPOSED GRADE AT RECORD >
EXISTING GRADE AT RECORD >

EXISTING GRADE FOR TOP OF EAST CURB
8+00 9+00
1314.75TR
489+22.11(MT)
9+86.69
10+00
CL1320 LT1315
CL1310
(0.67%)
(0.30%)
(0.65%)
(1.20%)
(0.89%)
(0.93%)
1314.35 FS
1314.74 FS
9+00.00GB
1314.85 FS
9+76.65GB
1314.66 FS
9+96.74GB
1314.73 FS
10+40.00BVC
1314.78FS
10+52.50
1314.92FS
10+65.00
1314.92FS
10+65.00
1315.14FS
10+77.50
1315.44
10+90.00PRVC
1315.77FS
11+02.50
1316.05FS
11+15.00
1316.05FS
11+15.00
1316.29FS
11+27.50
1316.50 FS

0.49% 0.15% -0.95% 0.15%
G1 = 0.15% G2 = 2.72%
VC = 50'
G1 = 2.72% G2 = 1.50%
VC = 50'
PVI = 1314.76 @ 10+65.00 PVI = 1316.13 @ 11+15.00
11+40.00EVC

JOINEXIST
8+20.00GB

JOINEXIST
1314.09TC
1314.20TC
8+42.50
1314.37TC
8+55.00
1314.37TC
8+55.00
1314.59TC
8+67.50
1314.86TC
8+80.00PRVC
1315.21TC
8+96.25
1315.46TC
9+12.50
1315.46TC
9+12.50
1315.62TC
9+28.75
1315.69TC
9+45.00EVC
9+54.54GB
9+73.87GB
9+83.90
9+93.94GB
10+13.27GB

0.15% -2.30% -0.94% 1.07% -1.39% 1.60%
G1 = 0.70% G2 = 2.39%
VC = 50'
G1 = 2.39% G2 = 0.15%
VC = 65'
PVI = 1314.26 @ 8+55.00
PVI = 1315.64 @ 9+12.50
PVI = 1314.96 @ 10+36.00
1315.16TR
489+54.23(MT)
0"CF
1315.07TC
0"CF
1315.26TC
8"CF
1315.70TC
10+16.00BVC
8"CF
1315.28TC
1315.24TC
1315.14TC
10+26.00
1315.11TC
10+36.00
1315.16TC
10+46.00
1315.28TC
VC = 40'
G1 = -1.39% G2 = 1.60%
8" TO 0"

TRANSITION

CURB HEIGHT

19.33'
0" TO 8"

TRANSITION

CURB HEIGHT

19.33'
8+30.00BVC

JOINEXIST
10+56.00EVC

JOINEXIST
RM1310
RM1310 LM1315
LM1315
8+64.89GB
9+40.00GB
9+75.79GB

0.42% 0.15%
9+96.88GB
1315.42TC
10+40.00BVC
10+50.57
1315.47TC
10+52.50
1315.59TC
10+65.00
1315.59TC
10+65.00
1315.80TC
10+77.50
1316.07TC
10+90.00EVC
11+07.07GB

0.10%

2.51%
G1 = 0.10% G2 = 2.51%
@ 10+65.00
VC = 50' PVI = 1315.44
1315.52TC

4.50'RTAP
1315.57TC

4.50'RT
1315.20TC

1.50'RTEC
1315.46TC

4.50'RTAP
1315.38TC

4.50'RT
1316.50TC

2.38'RTEC
10+65.00
9+97.60GB
10+30.49
1315.33TC
10+40.00BVC
1315.39TC
10+52.50
1315.53TC
10+65.00
1315.53TC
1315.75TC
10+77.50
1316.05TC
10+90.00EVC
11+07.07GB

0.15%

2.71%
G1 = 0.15% G2 = 2.71%
@ 10+65.00
VC = 50' PVI = 1315.37
1315.32TC

4.50' LTAP
1315.27TC

4.50' LT
1316.51TC

1.62' LT BC
9+76.51GB
8+65.00GB
1315.35TC
9+00.00GB

0.89% 0.15%
1315.04TC

4.50' LT BC
1315.46TC

4.50' LT

PROPOSED GRADE FOR TOP OF WEST CURB

EXISTING GRADE UNDER WEST MEDIAN CURB

PROPOSED GRADE FOR TOP OF WEST MEDIAN CURB

PROPOSED GRADE FOR TOP OF EAST CURB

EXISTING GRADE UNDER EAST MEDIAN CURB

PROPOSED GRADE FOR TOP OF EAST MEDIAN CURB
VC = 50' PVI = 1313.55
1313.38TC
1313.49TC
8+42.50
1313.65TC
8+55.00
1313.65TC
8+55.00
1313.87TC
8+67.50
1314.13TC
8+80.00PRVC
1314.46TC
8+96.25
1314.70TC
9+12.50
1314.70TC
9+12.50
1314.85TC
9+28.75
1314.92TC
9+45.00EVC
9+60.29GB
9+79.62GB
9+89.66
9+99.71GB
10+19.04GB

0.15% -2.58% -0.96% 2.87%
G1 = 0.70% G2 = 2.29%
@ 8+55.00
G1 = 2.29% G2 = 0.15%
@ 9+12.50
VC = 65' PVI = 1314.87
8"CF
1314.94TC
0"CF
1314.44TC
0"CF
1314.25TC
8"CF
1314.81TC
1314.35TR
488+89.97(MT)
8+30.00BVC

JOINEXIST
8" TO 0"

TRANSITION

CURB HEIGHT

19.33'
8" TO 0"

TRANSITION

CURB HEIGHT

19.33'
10+25.00
1314.81TC
10+25.00BVC
1314.81TC
10+25.00
1314.81TC
10+40.00
1314.88TC
1315.04TC
10+55.00
1315.04TC
10+70.00
1315.28TC
10+85.00EVC
1315.61TC
11+00.00GB
11+15.00GB

2.51% 0.07% 0.68%
11+34.00GB

JOINEXIST
@ 10+55.00
VC = 60' PVI = 1314.86
G1 = 0.15% G2 = 2.51%

BEGCURBTRANSITION
1015.32FL
1315.99TC, 8"CF
1015.63FL
1316.13TC, 6"CF

ENDCURBTRANSITION
1015.50FL
1316.00TC, 6"CF
CR83201

ROADWAY IMPROVEMENT
HORIZ 1"=20'
PROFILE VERT 1"=4'
TEXAS STREET - MP 65.07 (8.34)
Redlands Regular Meeting of 09-20-2022 148 of 359
REV. DATE APP. 12-20-2017 BY SUB.

DESIGNED BYDRAWN BYCHECKED BYAPPROVED BYDATE
CONTRACT NO.

REVISION SHEET NO.

DRAWING NO.

SCALE
12/19/20179:14:27AM
p:\pwworking\sac\d0756163\SANBAG-ICS-HALF.tbl
C:\ProgramFiles(x86)\Com m onFiles\InterPlot\IPLOT\bin\iplotdrvm.plt \\OMAP-INPICS01\ICSforPDF\923\883953_85\26495-06-CR83301.DGN OMAP-INPICS01$

NOT FOR CONSTRUCTION

SUBMITTAL
100%

R/W R/W CL
32' 32'

6.5'
TO 9'
VAR 4'
TO 12'VAR 8'
VAR 40' TO 44'
TO 12'VAR 8'
R/W CL
40'
8' 32'
6'TO 9'
VAR
R/W
32' 12'
7'
44'

SOUTH OF CROSSING
MAX
2%
MAX
2%
14 14 10
21 21
14 14 10
21 2:1
5 TO -1.2%
-5.5%
TO 1.2%
-3.2%
5 5
TO -1.2%
-2.2%
TO 1.2%
-2.3%
5 TEXAS STREET

NORTH OF CROSSING

IT OCCURSMEDIAN WHERE

EX EX

EX EX
NTSNTS
MAX
2%
21 7'

TEXAS STREET
16 16
16 16

GROUNDEXIST

7.5'

EXISTING GROUND
2:1

GROUNDEXIST
VAR 40' TO 44'
2:1
2:1

EXISTING GROUND
42 TYPE C
CONSTRUCTION NOTES:
1"=10'
CR83301

ROADWAY IMPROVEMENT

TYPICAL SECTION & CONSTRUCTION DETAILS
5 14
10 21
1316.16 BW

38.50' RT
11+19.51
1315.46 BW

38.50' RT
10+72.69

DETAIL A

PROP TCE
1315.83 FS

37.67' RT
10+89.00
1315.54 FS

37.67' RT
1314.98 BW 10+77.00

38.50' RT
10+41.10
1315.95 BW

38.50' RT
10+93.31
1315.96 BW

41.67' RT
10+91.07
1315.57 BW

41.67' RT
10+74.93
1315.15 BW

38.50' RT
10+51.90
1315.14 BW

39.50' RT
10+52.86
1315.02 BW

39.46' RT
10+42.10
> DRWY,W=12'
10+83.00
8" CF
1315.34 TC

32.00' RT
10+73.00
8" CF
1315.81 TC

32.00' RT
10+93.00

6.5'

SWK SWK
4'

6.5'

EX SBCTA R/W

EX CITY R/W

EX CITY R/W
2%
CONSTRUCT 8" HIGH TYPE A1-8 CURB PER SPPWC STD PLAN NO. 120-2 3 16 16
21 21
24 1" CF
N
1314.84 TC

32.00' RT
10+77.00
1" CF
1315.13 TC

32.00' RT
10+89.00

DETAIL B N

JOIN EXIST
(1313.85 BW)

43.71' LT
7+85.00

JOIN EXIST
(1313.74 FS)

38.21' LT
7+85.00

JOIN EXIST
(1313.36 TC)

32.00' LT
8+05.00
1313.81 BW

43.71' LT
7+87.09
1313.57 BW

38.50' LT
7+90.00
(1313.44 TC)
1313.44 FS

32.00' LT
7+90.00
SW5K'
SWK 7.5'21
16 EX CITY R/W
3 C&G
EXIST
2%
INLET
EXIST
3 3
SCALE: 1"=5'
1315.91 BW

41.67' RT
10+89.48
5'
2%
2%

R/WSBCTA EX
1315.62 BW

41.67' RT
10+77.00

JOIN EXIST
(1316.24 BW)

44.00' LT
11+16.22

JOIN EXIST
(1316.26 BW)

44.00' RT
11+19.59

5.67'
1316.14 BW

38.50' RT
11+16.16
TEXAS STREET - MP 65.07 (8.34)
6" AB
8" PCC

CASE II
CONSTRUCT 4" PCC SIDEWALK PER SPPWC STD PLAN NO. 113-2, WIDTH PER PLANCONSTRUCT FULL AC PAVEMENT SECTION, DEPTHS OF AC AND AB PER SHEET CR00006 16 CONSTRUCT 8" HIGH TYPE A2-8 CURB AND GUTTER PER SPPWC STD PLAN NO. 120-2 3 SAWCUT EXISTING PAVEMENT
24 CONSTRUCT DRIVEWAY PER SPPWC STD PLAN NO. 110-2, TYPE B 1 PROTECT IN PLACE
1 1
56 CONSTRUCT PCC PAVEMENT PER PLAN
56 69 INSTALL CURB DRAIN PER SPPWC STD PLAN NO.150-3, CASE PER PLAN 69 95% COMPACTED NATIVE MATERIAL CONSTRUCT STAMPED CONCRETE MEDIAN PAVEMENT, 4" PCC OVER 4" SAND FILL OVER

JOIN EXIST
(1315.94 FS)

46.67' RT
10+77.00

JOIN EXIST
(1315.93 FS)

46.67' RT
10+89.48
42 INSTALL METAL HAND RAILING PER SPPWC STD 606-4, TYPE PER PLAN Redlands Regular Meeting of 09-20-2022 149 of 359
REV. DATE APP. 12-20-2017 BY SUB.

DESIGNED BYDRAWN BYCHECKED BYAPPROVED BYDATE
CONTRACT NO.

REVISION SHEET NO.

DRAWING NO.

SCALE
12/19/20179:14:16AM
p:\pwworking\sac\d0756163\SANBAG-ICS-HALF.tbl
C:\ProgramFiles(x86)\Com m onFiles\InterPlot\IPLOT\bin\iplotdrvm.plt \\OMAP-INPICS01\ICSforPDF\923\883953_87\26495-06-CR83401.DGN OMAP-INPICS02$

NOT FOR CONSTRUCTION

SUBMITTAL
100%
R R
488+75
489+00
R R
A
sph
.

STOP
489+50 489+75

CURB FACE

GUTTER LIP

CURB FACE

GUTTER LIP

CURB FACE

GUTTER LIP
1314.44 TC32.00' LT STA 9+79.62
1314.25 TC32.00' LT STA 9+99.71
1314.18 BW53.00' LT STA 9+81.66
1315.34 BW53.00' RT STA 9+92.20

WEST SIDE

EAST SIDE
5 0 5 10
SCALE: 1"=5'-0"
N
CR83401
GRADE CROSSING DETAILS 1"=5'

ROADWAY IMPROVEMENT

11.17'

19. 8'

6.5'

11.39'
3'

4. 95'
5'
45°

2.5'
4 .95 1' '
45° 2.5'
5'
4 .95'
1'
45°

2.5'
5' 4.95' 2
.5'

CURB FACE

GUTTER LIP
1315.07 TC32.00' RT STA 9+93.94
1315.26 TC32.00' RT STA 9+73.87
1314.32 BW53.00' LT STA 9+70.27
1314.53 BW44.73' LT STA 9+62.00
1314.55 BW38.50' LT STA 10+25.54
1315.40 BW53.00' RT STA 10+03.37
1315.32 BW39.00' RT STA 10+17.37
1315.68 BW53.00' RTSTA 9+62.73
1315.53 BW53.00' RT STA 9+72.14
1315.72 BW39.00' RT STA 9+48.73
3 '
3 '

7.5'

7.5'
6'
CONSTRUCTION NOTES:

9.28'
1314.05 BW53.00' LT STA 10+01.76
1314.16 BW53.00' LT STA 10+11.04
1315.04 BW38.50' LT STA 9+40.00
5'
3'X3'
3'X3'

9.41'
19 .8'

4.5'

EX SBCTA R/W

EX CITY R/W

EX CITY R/W
3'X3'
3'X3'
39 41
39 41
41 38
39 40
40 40
40 40
38 39
41 38
3839
40 41 INSTALL METAL HAND RAILING PER SCRRA ENGINEERING STD ES4005 38 40
40 40

20. 51'
45°
20 .51'

16.77'
6'X3'

7.5'
6'X3'
6'X3'
L=5'45.50' RT STA 9+67.73
L=5'45.50' RT STA 9+98.38
L=5'45.50' LT STA 10+06.04
L=5'45.50' LT STA 9+75.25
6'X3'

2.1. SEE ROADWAY LAYOUT SEE SHEET FOR STATIONING.AND ES4012, WHICHEVER IS APPLICABLE.COMPLY WITH SCRRA ENGINEERING STANDARDS ES4011PEDESTRIAN FACILITIES AT VEHICLE CROSSINGS SHALL NOTES:

TEXAS STREET

15.56'
1314.33 BW39.73' LT STA 9+57.00
1314.36 BW38.50' LT STA 9+55.77
1314.72 BW38.50' LT STA 9+45.00

EX SBCTA R/W

EX SBCTA R/W
9'
9'

LINE (TYP)GRADE BREAK
1314.67 GB34.00' LT STA 10+25.54
1314.29 GB34.00' LT STA 9+99.92
1314.48 GB34.00' LT STA 9+79.79
1314.71 GB34.00' LT STA 9+63.00
8" CF1314.81 TC32.00' LT STA 10+19.048" CF1315.28 TC32.00' LT STA 10+13.27 8" CF1315.70 TC32.00' RTSTA 9+54.54
TEXAS STREET - MP 65.07 (8.34)

7.38" CF1314.29 FL1314.90 TC32.00' LT STA 9+62.00
4" CF1314.28 FL1314.61 TC32.00' LT STA 9+57.00
4" CF1314.26 FL1314.59 TC32.00' LT STA 9+45.00
8" CF1314.58 FL1314.91 TC32.00' LT STA 9+40.00
GATE ARM PER SCRRA ENGINEERING STD ES8300, LENGTH PER PLANINSTALL CPUC STD NO. 9 PEDESTRIAN AUTOMATIC WARNING DEVICE WITH LAYOUT PER PLANINSTALL PEDESTRIAN SWING GATE PER SCRRA ENGINEERING STD ES4002, DIMENSIONS PER PLANINSTALL ADA DETECTABLE WARNING SURFACE (RAISED TRUNCATED DOME), Redlands Regular Meeting of 09-20-2022 150 of 359
5865 AVENIDA ENCINAS, #142-B
CARLSBAD, CA 92008PH: 760-602-4290WWW.STCTRAFFIC.COM
San Bernardino County Transportation Authority
HDR2280 Market Street, Suite 100Riverside, CA 92501-2110(951) 320-7300 Redlands Regular Meeting of 09-20-2022 151 of 359
5865 AVENIDA ENCINAS, #142-B
CARLSBAD, CA 92008PH: 760-602-4290WWW.STCTRAFFIC.COM
San Bernardino County Transportation Authority
HDR2280 Market Street, Suite 100Riverside, CA 92501-2110(951) 320-7300 Redlands Regular Meeting of 09-20-2022 152 of 359
REV. DATE APP. 12-20-2017 BY SUB.

DESIGNED BYDRAWN BYCHECKED BYAPPROVED BYDATE
CONTRACT NO.

REVISION SHEET NO.

DRAWING NO.

NOT FOR CONSTRUCTION

SUBMITTAL
100%
F
F
F
M
M
R
R
R R
R R
R
R
H
A
sph
.

A
sph
.

Conc
Conc
Conc
Conc
STOP
POTS
MWWWWW
W
P
P
W
W
W
W
W
W
W
W
W
T
503
504 505 506 8 9 10 11 12 13
N
CONSTRUCTION NOTES:
9 '
3 2
'
3 2
'
REMOVAL NOTES:
5'
9'
7 '
5'

ORIENTAL AVENUE WEST STUART AVENUE
7 '
20 0 20 40
SCALE: 1"=20'
> MT
1"=20'
CR86101

ROADWAY IMPROVEMENT
5 '

NORTH EUREKA STREET

NORTH EUREKA STREET
(50'R/W)
WV
WV
3 4.50' LT11+15.13 PRC
0 .
5 '
R

0.5'R
No. R

CURVE DATA
T L
1 2.00 160°30'18" 5.60
2 11.64

73.97 23°39'44" 15.50 30.55
3 4.50 180°00'00" - 14.14
2 LAYOUT

EX SBCTA R/W

EX CITY R/W

EX CITY R/W
32'
3 0
'

PROTECT IN PLACE
345

SAWCUT EXISTING PAVEMENT
10 14
21 10
4 3
5 21
5 5
14 14
4 4
3 3
10 5
3 4
14 3
5 21
1 REMOVE EXISTING AC PAVEMENT
34 REMOVE EXISTING CURB & GUTTER5 REMOVE EXISTING SIDEWALK 10 4
3 4
1 10
1 5
10 5
10 10
1 4
3 1
4 2
2 2
25 25
2 ADJUST TO GRADE, ITEM PER PLAN
49 INSTALL SIGNAL HOUSE
49 1

REMOVE EXISTING RAILROAD SIGNAL
N89°44
'56
"E
N26°43'45"W
5' 4.50' RT
11+15.03 PCC
10+07.94 PRC
8+16.04 BC
5 12+27.69 PRC
6 4 27°29'19"5
6 900.00 11°50'52"
400.00
1300.00

97.84 191.91
9°41'06" 110.13 219.74

93.39 186.10
5'
5'
5'

PROP EASEMENT
SEE ELEC PLANSSTA 9+54

PROP EASEMENT

PROP SBCTA R/W
JOIN EXISTEND C&G, SWK & PVMTSTA 10+70.00, 32.00' RT
LPL
JOIN EXISTEND C&G, SWK & PVMTSTA 10+70.00, 32.00' LT

PROP EASEMENT
SEE ELEC PLANSSTA 10+50
> DRWY, W=12'STA 10+32.30

EX SBCTA R/W EX SBCTA R/W

SEE DRAINAGE PLANS FOR DET
CONSTRUCT 8" HIGH TYPE A1-8 CURB PER SPPWC STD PLAN NO. 120-2

REMOVE EXISTING CURB
16 REMOVE EXISTING CONCRETE PANEL
16 16
55 INSTALL STREET LIGHT PER CITY OF REDLANDS STD PLAN NO.459 55 55
16 16

PROP EASEMENT

FOR SWK DESIGNSEE STATION PLATFORM PLANS
TREE

PLANS FOR DETSEE STATION PLATFORM
TREE
PB
LPL

PER UTIL PLANSRELOCATE WATER BLOWOFF

SEE TRACK PLANS FOR DET (TYP)

SEE FENCING PLANS FOR DET (TYP)
3 1
SIGN
TREE

SIGNBUSINESS
TREE
(39.50'R/W)
1 16
16 16
1 5
21 1
1 18
18 21
2 1 1
1 24
1 1
1 24
3 SIGN
1 PROP TCE

PROP TCE

PROP SBCTA R/W

PROP TCE
NORTH EUREKA STREET - MP 65.36 (8.63)

PER ELEC PLANSRELOCATE METERING PEDESTAL

HOUSESIGNAL

BLOWOFF

PEDESTALSMETERING
1 CONTROLLERIRRI
2 PBTRAFFIC

4.50' LTSTA 9+25.56 PCC
JOIN EXISTBEG PVMTSTA 8+90.00, 5.50' LT
JOIN EXISTBEG C&G, SWK & PVMTSTA 9+20.00, 32.00' LT
4 BEG MED0.61' RTSTA 8+95.80 PCC

BEG MED

4.50' RT
STA 8+96.47 PRC
1 LPL
1 UPLIGHT
1 UPLIGHT
2 UPLIGHT
END MED9+79.11
BEG MED9+99.13
18 MP 65.36 (8.63)STA > MT = 504+34.98> EUREKA STREET = 9+89.12

RELOCATE AIR VAC PER UTIL PLANS
5 JOIN EXIST

END PVMT & MED
STA 11+20.00, 5.50'LT

JOIN EXIST

END PVMT & MED
STA 11+20.00, 5.50'RT
24 REMOVE AND SALVAGE EXISTING SIGN
12 12
12 FOR SWK DESIGNSEE STATION PLATFORM PLANS
SEE SIGNAL PLANS FOR DET (TYP)ELEV PER SHEET CR86102PROP PB (TYP) TOF = 1337.4'RAILROAD ANTENNA
PAD = 1337.4'14'x10'
JOIN EXISTBEG C&G, SWK & PVMTSTA 8+90.00, 32.00' RT
OVERLAYCOLD MILL EXISTING PAVEMENT AND CONSTRUCT 2" ASPHALT CONCRETE SHEET CR00006CONSTRUCT FULL AC PAVEMENT SECTION, DEPTHS OF AC AND AB PER FILL OVER 95% COMPACTED NATIVE MATERIAL CONSTRUCT STAMPED CONCRETE MEDIAN PAVEMENT, 4" PCC OVER 4" SAND NO. 120-2CONSTRUCT 8" HIGH TYPE A2-8 CURB AND GUTTER PER SPPWC STD PLAN PER PLANCONSTRUCT 4" PCC SIDEWALK PER SPPWC STD PLAN NO. 113-2, WIDTH STD ES4011CONSTRUCT DRIVEWAY FOR MAINTENANCE ACCESS PER SCRRA ENGINEERING

SIGNAL PLANSREMOVE EXISTING RAIL EQUIPMENT PER IRRIGATIONREMOVE EXISTING LANDSCAPING AND DOT 027240K, CPUC 101 SG-65.36
BFIRRI
Redlands Regular Meeting of 09-20-2022 153 of 359
REV. DATE APP. 12-20-2017 BY SUB.

DESIGNED BYDRAWN BYCHECKED BYAPPROVED BYDATE
CONTRACT NO.

REVISION SHEET NO.

DRAWING NO.

SCALE
12/19/20179:14:09AM
p:\pwworking\sac\d0756163\SANBAG-ICS-HALF.tbl
C:\ProgramFiles(x86)\Com m onFiles\InterPlot\IPLOT\bin\iplotdrvm.plt \\OMAP-INPICS01\ICSforPDF\923\883953_79\26495-06-CR86102.DGN OMAP-INPICS02$

NOT FOR CONSTRUCTION

SUBMITTAL
100%
F
F
R R
R R
R R
R R
M
uE er ak
W
W
W
W
W
W
W
B
O
/AV WBO/AV
9 10
11 503+50 504+00 504+50 505+00 NORTH EUREKA STREET
1"=10'
CR86102

ROADWAY IMPROVEMENT
10 0 10 20
SCALE: 1"=10'
N
CONSTRUCTION NOTES:
> MT
> MT
10' 10'

GRADE CROSSING LAYOUT

EX SBCTA R/W

EX SBCTA R/W EX SBCTA R/W
34 34
34 34
34 50
50 50
48 50
48 15.3'
15' 15'
50 MP 65.36 (8.63)STA > MT = 504+34.98STA CONSTRUCTION > EUREKA STREET = 9+89.12 NOTE:

1. ES4011 AND ES4012, WHICHEVER IS APPLICABLE.SHALL COMPLY WITH SCRRA ENGINEERING STANDARDSPEDESTRIAN FACILITIES AT VEHICLE CROSSINGS CR86401SEE SHT
CR86401SEE SHT
CR86401SEE SHT
CR86401SEE SHT
4 .
5 '
4 .
5 '
4 .
5 '
4 .
5 '
4 .
5 '
4 .
5 '
15'

PROP EASEMENT

PROP SBCTA R/W

EX CITY R/W

PROP EASEMENT
50 PROP SBCTA R/W

PROP EASEMENT

PROP TCE

36.50' LTSTA 10+04.13

0.00' LTSTA 10+04.13

0.00' RTSTA 9+70.66

36.50' LTSTA 9+70.66
NORTH EUREKA STREET - MP 65.36 (8.63)
ELEV = 1336.0'PROP PB LID
ELEV = 1337.6'PROP PB LID
ELEV = 1339.7'PROP PB LID
ELEV = 1340.1'PROP PB LID
PER SCRRA ENGINEERING STD ES8300INSTALL CPUC STD NO. 9 ACTIVE WARNING DEVICE ENGINEERING STD ES4201, LAYOUT PER TRACK PLANSINSTALL PRECAST CONCRETE PANELS PER SCRRA SCRRA ENGINEERING STD ES4201CONSTRUCT ASPHALT CONCRETE PAVEMENT AND RAMP PER Redlands Regular Meeting of 09-20-2022 154 of 359
REV. DATE APP. 12-20-2017 BY SUB.

DESIGNED BYDRAWN BYCHECKED BYAPPROVED BYDATE
CONTRACT NO.

REVISION SHEET NO.

DRAWING NO.

SCALE
12/19/20179:13:31AM
p:\pwworking\sac\d0756163\SANBAG-ICS-HALF.tbl
C:\ProgramFiles(x86)\Com m onFiles\InterPlot\IPLOT\bin\iplotdrvm.plt \\OMAP-INPICS01\ICSforPDF\923\883953_80\26495-06-CR86201.DGN OMAP-INPICS01$

NOT FOR CONSTRUCTION

SUBMITTAL
100%
(-1.61%)
(-0.64%)
(-1.59%)
CL1340
11+00 12+00
LT1335 RT1340 CL1335

EXISTING GRADE FOR TOP OF WEST CURB
PROPOSED GRADE AT RECORD > EXISTING GRADE AT RECORD >

EXISTING GRADE FOR TOP OF EAST CURB
8+00 9+00 10+00

EXISTING GRADE FOR TOP OF WEST MEDIAN CURB

EXISTING GRADE FOR TOP OF EAST MEDIAN CURB
8" TO 0"

TRANSITION

CURB HEIGHT

19.33'
1338.28TC
9+61.40GB
9+80.73GB
9+99.26GB
10+18.59GB
1338.37TC
10+30.00GB

0.75% -1.86% -0.05% 1.45% -1.15%
1338.22TR
504+02.97(MT)
9+90.00
8"CF
1338.59TC
0"CF
1338.23TC
0"CF
1338.22TC
8"CF
1338.50TC
9+20.00GB

JOINEXIST
0" TO 8"

CURB HEIGHTTRANSITION

19.33'
1339.31TC

4.50' LT
9+99.15GB
11+19.58GB
-0.94%

3.34%
1338.22TC

4.50' LT
1338.37TC

0.00' LT
11+15.08 BC
9+79.24GB
1338.73 FS
1338.41 FS
1338.72 FS
9+99.13GB
1337.70 FS

0.33%
-0.83%
8+90.00GB

JOINEXIST
11+20.00GB

JOINEXIST
-0.05%
9+89.12
1338.72TR
504+34.98(MT)
8" TO 0"

TRANSITION

CURB HEIGHT

19.33'
8+90.00GB

JOINEXIST
1338.78TC
9+57.89GB
9+77.22GB
9+88.10
9+98.97GB

1.03% -1.24% -0.05%
1339.23TR
504+67.07(MT)
0"CF
1339.24TC
8"CF
1339.48TC
0"CF
1339.23TC
0" TO 8"

TRANSITION

CURB HEIGHT

19.33'
8+94.50GB

0.77%
-0.03% 0.44%
8+95.80 BC
1339.09TC

2.83'RT
1339.10TC

0.61'RT
9+25.56PCC
1339.09TC

4.50' LT
1339.32TC

4.50' LT
9+79.36GB
1339.09TC

4.50'RT
8+94.50GB
9+78.87GB

0.00%

0.46%
8+96.50EC
1339.09TC

2.83'RT
1339.47TC

4.50'RT
1339.45TC

4.50'RT
9+99.11GB
11+19.58GB
-0.94%

0.22%
11+15.03EC
1338.36TC

4.50'RT
1338.37TC

0.00'RT
LM1335 LM1340 LT1340 RM1340 RM1335 RT1335
LT1340 LT1335 LM1340 LM1335 CL1340 CL1335 RM1340 RM1335 RT1340 RT1335 (1.15%)
(0.58%)
(0.94%)
10+18.30GB
1339.45TC
10+30.00GB
1339.32TC
1338.40TC

1.14% -1.15%
10+70.00GB

JOINEXIST
-2.40%
1337.41TC
10+70.00GB

JOINEXIST
-2.29%

PROPOSED GRADE FOR TOP OF WEST CURB

PROPOSED GRADE FOR TOP OF WEST MEDIAN CURB

PROPOSED GRADE FOR TOP OF EAST MEDIAN CURB

PROPOSED GRADE FOR TOP OF EAST CURB
CR86201

ROADWAY IMPROVEMENT
HORIZ 1"=20'
PROFILE VERT 1"=4'
NORTH EUREKA STREET - MP 65.36 (8.63)
Redlands Regular Meeting of 09-20-2022 155 of 359
REV. DATE APP. 12-20-2017 BY SUB.

DESIGNED BYDRAWN BYCHECKED BYAPPROVED BYDATE
CONTRACT NO.

REVISION SHEET NO.

DRAWING NO.

SCALE
12/19/20179:13:51AM
p:\pwworking\sac\d0756163\SANBAG-ICS-HALF.tbl
C:\ProgramFiles(x86)\Com m onFiles\InterPlot\IPLOT\bin\iplotdrvm.plt \\OMAP-INPICS01\ICSforPDF\923\883953_81\26495-06-CR86301.DGN OMAP-INPICS02$

NOT FOR CONSTRUCTION

SUBMITTAL
100%
9'

4.5' 4.5'
32' 32'

4.5'
32' 32' 8'

SOUTH OF CROSSING

NORTH OF CROSSING

NORTH EUREKA STREET

NORTH EUREKA STREET
MAX
2%
MAX
2%
MAX
2%
MAX
2%
21 21
14 14 10
21 21
14 14 10
TO 9'
VAR 4'
TO 4.5'
VAR 0'
7'
40'
7'
7' 7'
2:1
2:1
2:1
2:1
2:1
2:1
2:1
2:1
5 TO -1.6%
-4.6%
TO 1.6%
-0.4%
5 5
TO -1.6%
-0.9%
5 TO 1.6%
-2.5%
VAR 5' to 5.5'
16 16
16 16

7.4'TO 14'
VAR 39.4' TO 46'

37.25' 39.75'

1.9'

7.7'
1'

EASEMENT
PROP
TCE
PROP
NTS
NTS
R/W
EX
R/W
EX
>
>
R/W
EX
R/W
EX
CONSTRUCTION NOTES:
1"=10'
CR86301

ROADWAY IMPROVEMENT

TYPICAL SECTION & CONSTRUCTION DETAILS
5 10
14 21
CONSTRUCT 8" HIGH TYPE A1-8 CURB PER SPPWC STD PLAN NO. 120-2 16 NORTH EUREKA STREET - MP 65.36 (8.63)
CONSTRUCT FULL AC PAVEMENT SECTION, DEPTHS OF AC AND AB PER SHEET CR00006CONSTRUCT 8" HIGH TYPE A2-8 CURB AND GUTTER PER SPPWC STD PLAN NO. 120-2CONSTRUCT 4" PCC SIDEWALK PER SPPWC STD PLAN NO. 113-2, WIDTH PER PLANOVER 95% COMPACTED NATIVE MATERIAL CONSTRUCT STAMPED CONCRETE MEDIAN PAVEMENT, 4" PCC OVER 4" SAND FILL Redlands Regular Meeting of 09-20-2022 156 of 359
REV. DATE APP. 12-20-2017 BY SUB.

DESIGNED BYDRAWN BYCHECKED BYAPPROVED BYDATE
CONTRACT NO.

REVISION SHEET NO.

DRAWING NO.

SCALE
12/19/20179:14:15AM
p:\pwworking\sac\d0756163\SANBAG-ICS-HALF.tbl
C:\ProgramFiles(x86)\Com m onFiles\InterPlot\IPLOT\bin\iplotdrvm.plt \\OMAP-INPICS01\ICSforPDF\923\883953_82\26495-06-CR86401.DGN OMAP-INPICS01$

NOT FOR CONSTRUCTION

SUBMITTAL
100%
R R
M
503+75 504+00
R R
504+75 505+00 5 0 5 10
SCALE: 1"=5'-0"
N
CR86401
GRADE CROSSING DETAILS 1"=5'

ROADWAY IMPROVEMENT

CURB FACE

GUTTER LIP

CURB FACE

GUTTER LIP

CURB FACE

GUTTER LIP
1338.23 TC32.00' LT STA 9+80.73
1338.22 TC32.00' LT STA 9+99.26

WEST SIDE

EAST SIDE

11. 58'
10'
18 .27'
17 .32'

10.09'

4. 95'
5'
45°

CURB FACE

GUTTER LIP
5'
4 .95'
1'
43°

5. 39'
5'
3'
1'
5'
45°
1339.24 TC32.00' RT STA 9+77.22
1339.23 TC32.00' RT STA 9+98.97
2 .
5 '
2 .
5 '
1339.62 BW52.00' RT STA 9+64.26
1339.50 BW39.00' RT STA 9+51.34
1337.91 BW52.00' LT STA 9+81.62
1338.30 BW39.00' LT STA 9+62.11
1338.29 BW39.00' LT STA 10+21.54
> MT
> MT
CONSTRUCTION NOTES:

5.5'
1339.56 BW52.00' RT STA 9+75.86
L=5'45.50' RT STA 10+04.54
1337.99 BW52.00' LT STA 9+70.05
1337.90 BW52.14' LT STA 9+99.33
1337.96 BW52.00' LT STA 10+08.22

4.5'
3'X3'
3'X3'
1339.54 BW51.89' RT STA 9+98.86
1339.57 BW52.00' RT STA 10+05.00
4 .
5 '

EX SBCTA R/W

EX CITY R/W

EX CITY R/W
5'

EX SBCTA R/W

EX SBCTA R/W
38 39
38 39
41 38
41 39
41 41
38 41
39 40
40 40
40 40 40
3839
40 41 INSTALL METAL HAND RAILING PER SCRRA ENGINEERING STD ES4005 40 3'X3'
1339.67 BW52.00' RT STA 10+21.40
1339.47 BW40.06' RT STA 10+21.46
1339.46 BW39.00' RT STA 10+22.49

6.5'
6 .
5 '
6 .
5 '
6'X3'
42°
6'X3'

6.5'
6'X3'
3 '
3 '

5.3'
6'X3'

2.1. SEE ROADWAY LAYOUT SHEET FOR STATIONING.AND ES4012, WHICHEVER IS APPLICABLE.COMPLY WITH SCRRA ENGINEERING STANDARDS ES4011PEDESTRIAN FACILITIES AT VEHICLE CROSSINGS SHALL NOTES:

L=5'45.50' LT STA 9+76.84 L=5'

45.50' LT STA 10+04.14
L=5'45.50' LT STA 9+70.66

NORTH EUREKA STREET

PROP EASEMENT

EX CITY R/W

PROP EASEMENT
1338.08 BW46.96' LT STA 9+69.70
1338.16 BW39.00' LT STA 10+44.74
1338.05 BW39.00' LT STA 10+26.19
1337.97 BW39.00' LT STA 10+38.56
8" CF1338.02 TC32.00' LT STA 10+44.61
4" CF1337.83 FS32.00' LT STA 10+38.45
4" CF1338.07 FS32.00' LT STA 10+26.15
8" CF1338.48 TC32.00' LT STA 10+20.00
1338.38 GB34.00' LT STA 10+20.00
1338.19 GB34.00' LT STA 9+99.26
2 .
5 '
1338.51 GB34.00' LT STA 9+50.00
1338.20 GB34.00' LT STA 9+80.82
1339.49 GB34.00' RT STA 9+55.00
1339.27 GB34.00' RT STA 9+77.09
1339.26 GB34.00' RT STA 9+98.96
1339.45 GB34.00' RT STA 10+21.46
9 '
9 '
4 .91'

13.1'
5 .
1 '

PROP TCE

PROP SBCTA R/W

PROP TCE

PROP EASEMENT

PROP SBCTA R/W
8" CF1338.50 TC32.00' LT STA 10+18.59
8" CF1339.45 TC32.00' RT STA 10+18.30

GRADE BREAK LINE (TYP)
8" CF1338.59 TC32.00' LT STA 9+61.40
8" CF1339.48 TC32.00' RT STA 9+57.89
NORTH EUREKA STREET - MP 65.36 (8.63)

PLANS FOR SWK DESIGNSEE STATION PLATFORM

FOR SWK DESIGNSEE STATION PLATFORM PLANS
ARM PER SCRRA ENGINEERING STD ES8300, LENGTH PER PLANINSTALL CPUC STD NO. 9 PEDESTRIAN AUTOMATIC WARNING DEVICE WITH GATE LAYOUT PER PLANINSTALL PEDESTRIAN SWING GATE PER SCRRA ENGINEERING STD ES4002, DIMENSIONS PER PLANINSTALL ADA DETECTABLE WARNING SURFACE (RAISED TRUNCATED DOME), 2 .
5 '
2 '

PLANSSEE DRAINAGE STORM DRAIN
Redlands Regular Meeting of 09-20-2022 157 of 359
5865 AVENIDA ENCINAS, #142-B
CARLSBAD, CA 92008PH: 760-602-4290WWW.STCTRAFFIC.COM
San Bernardino County Transportation Authority
HDR2280 Market Street, Suite 100Riverside, CA 92501-2110(951) 320-7300 Redlands Regular Meeting of 09-20-2022 158 of 359

POLE AND EQUIPMENT SCHEDULE

CONDUCTOR SCHEDULE
Redlands Regular Meeting of 09-20-2022 159 of 359

EXISTING PHASE DIAGRAM

RAILROAD PREEMPTION

TRACK CLEAR

RAILROAD PREEMPTION

LIMITED SERVICE

POLE LOCATION DETAIL

DETECTOR ASSIGNMENT
Redlands Regular Meeting of 09-20-2022 160 of 359

CONDUCTOR SCHEDULE
Redlands Regular Meeting of 09-20-2022 161 of 359
5865 AVENIDA ENCINAS, #142-B
CARLSBAD, CA 92008PH: 760-602-4290WWW.STCTRAFFIC.COM
San Bernardino County Transportation Authority
HDR2280 Market Street, Suite 100Riverside, CA 92501-2110(951) 320-7300

PROPOSED PHASE DIAGRAM

DETECTOR ASSIGNMENT EXISTING PHASE DIAGRAM

RAILROAD PREEMPTION

TRACK CLEAR

RAILROAD PREEMPTION

LIMITED SERVICE
Redlands Regular Meeting of 09-20-2022 162 of 359
REV. DATE APP. BY
SUB.

DRAWN BY

CHECKED BY

APPROVED BY
DATE
CONTRACT NO.

REVISION SHEET NO.

DRAWING NO.

SCALE
2/13/2019 5:07:29 PMp:\pwworking\sac\d0756163\SANBAG-ICS-HALF.tblC:\Program Files (x86)\Com m on Files\InterPlot\IPLOT\bin\iplotdrvm .plt\\OMAP-INPICS01\ICSforPDF\3137\988817_22\26495-06-CS87101.DGN OMAP-INPICS02$

REDLANDS PASSENGER RAIL PROJECT
5-18-2018
R. KLOVSKY
San Bernardino County Transportation Authority
17-1001705
2280 Market Street, Suite 100
Riverside, CA 92501-2110
(951) 320-7300
HDR No.

Exp.

CIVIL

REG ISTERED PROFESSIONAL ENG INEER

STATE OF CALIFORNIA
THOMAS B.

JACQUES
C63769
9-30-2020

0 02-06-19 CONFORMED TJ SG

ALABAMA ST

ORANGE ST

SHOW RD
ORANGE
AVE

SAN BERNARDINO
AVE

TIPPECANOE
RPRP
RR
RR RR
Asph.

Asph.

PB
PB
505 506 507 508 509

HB HB HB HB
N
20 0 20 40
SCALE: 1"=20'
1"=20'
CS87101
L. HERNANDEZ

STATION

REDLANDS

DOWNTOWN

39.66'

14.13'14.13' 10' VARIES 24.33'
VARIES 19'

DOWNTOWN REDLANDS STATION
J.K. ANDRES
C
CS87401
A
CS87401
A. SHAH
1%
APN# 0169-281-34
APN# 0169-281-23
APN# 0169-281-45
> MT

5.33'

10.00'
VARIES
GENERAL NOTES:

SHEET 1 OF 2
CONSTRUCTION NOTES:
200
201
223

LAYOUT PLAN
108 107
14 13
105
106
200

236
109

EXIST SBCTA R/W EXIST SBCTA R/W
218

W/ HEEL PROOF STEEL GRATE OR APPROVED EQUAL
INSTALL BROOKS PRODUCTS 1212 T18 CATCH BASIN
218

PLATFORM - SEE STRUCTURAL PLANS
202 HANDRAILS - SEE ARCHITECTURAL PLANS
201
2%
204
202 223 225 225 225
223 202 236
236
223

PROP SBCTA R/W
225
221

SBCTA R/W
EXIST
SEE NOTE 4
SEE NOTE 2
CONST. MODIFIED CURB, SEE DETAIL 4 SHEET CS00101
CONST. CLEANOUT SEE DETAIL 1 SHEET CS00101
SEE NOTE 4

MATCHLINE
SEE
SHEET
CS87102
510'

1.6%
CONST. 8" PLASTIC STORM DRAIN

METROLINK PLATFORM
225
B
CS87401

1.0%
SEE SHEET CS87402 SEE NOTE 7
E
U
R
EKA
S
T
REET
204 RETAINING WALL - SEE STRUCTURAL PLANS
221 CONST. 4" PLASTIC PIPE
LEGEND

PLATFORM

CONCRETE WALKWAY

SHEET OUTLINE

STRUCTURAL PLANS

8. FOR CONTROL JOINT AND EXPANSION JOINT SPACING SEE

7. FOR FENCING IMPROVEMENTS SEE FENCING PLANS

STATION WATER SERVICE PLANS

6. FOR WATER SERVICE IMPROVEMENTS SEE

5. FOR ELECTRICAL IMPROVEMENTS SEE ELECTRICAL PLANS

4. FOR ROADWAYS SEE CIVIL PLANS

3. FOR SIGNAL IMPROVEMENTS SEE SIGNALS PLANS

SEE TRACK GRADING AND DRAINAGE PLANS

2. FOR OFFSITE & TRACK STORM DRAIN IMPROVEMENTS

1. PLATFORM A INTENDED FOR USE BY METROLINK
STA. OFFSET DESCRIPTION ELEV
13 508+94.19 24.33 LT WALKWAY FS
14 508+94.19 34.33 LT WALKWAY/PLATFORM FS
105 508+96.11 32.33 LT CLEANOUT 1342.30 INV
106 508+96.11 16.50 LT CLEANOUT 1339.70 INV
107 507+99.32 16.50 LT CLEANOUT 1338.70 INV
108 507+39.32 16.50 LT CLEANOUT 1338.00 INV
109 505+76.90 16.50 LT STORMDRAIN 1336.30 INV
STANDARD ES3101

MINI-HI PER METROLINK

EXIST SBCTA R/W

CANOPY OUTLINE

1.58%
1346.84
1346.94
0 112-2, 113-2, AND DETAIL A ON CR00006
CONST. 7" PCC WALKWAY PER SPPWC STD PLAN
Redlands Regular Meeting of 09-20-2022 163 of 359
REV. DATE APP. BY
SUB.

DRAWN BY

CHECKED BY

APPROVED BY
DATE
CONTRACT NO.

REVISION SHEET NO.

DRAWING NO.

SCALE
2/13/2019 5:07:54 PMp:\pwworking\sac\d0756163\SANBAG-ICS-HALF.tblC:\Program Files (x86)\Com m on Files\InterPlot\IPLOT\bin\iplotdrvm .plt\\OMAP-INPICS01\ICSforPDF\3137\988817_23\26495-06-CS87102.DGN OMAP-INPICS02$

REDLANDS PASSENGER RAIL PROJECT
5-18-2018
R. KLOVSKY
San Bernardino County Transportation Authority
17-1001705
2280 Market Street, Suite 100
Riverside, CA 92501-2110
(951) 320-7300
HDR No.

Exp.

CIVIL

REG ISTERED PROFESSIONAL ENG INEER

STATE OF CALIFORNIA
THOMAS B.

JACQUES
C63769
9-30-2020

0 02-06-19 CONFORMED TJ SG

ALABAMA ST

ORANGE ST

SHOW RD
ORANGE
AVE

SAN BERNARDINO
AVE

TIPPECANOE
RPRP
RR
Asph.

Conc
PB
PB
A/C 6x6
PB
PB
PB
510 511 512 513 514 515
HB HB
PC
PC
LVM

STATION

REDLANDS

DOWNTOWN
1"=20'
CS87102 J.K. ANDRES
A. SHAH
SHEET 2 OF 2
L. HERNANDEZ

LAYOUT PLAN

5. FOR ELECTRICAL IMPROVEMENTS SEE ELECTRICAL PLANS

6. FOR COMMUNICATIONS UTILITIES, SEE COMMUNICATIONS PLANS

4. FOR ROADWAYS SEE CIVIL PLANS

FOR DETAILS
SEE SHEET CS87103
O
RANG
E
S
T
REET
APN# 0169-281-20
APN# 0169-281-19
APN# 0169-281-39
APN# 0169-281-43
GENERAL NOTES:

3. FOR SIGNAL IMPROVEMENTS SEE SIGNALS PLANS
SEE NOTE 4
M
SEE NOTE 3

ATCHLINE
SEE
SHEET
CS87101

SEE TRACK GRADING AND DRAINAGE PLANS

2. FOR OFFSITE & TRACK STORM DRAIN IMPROVEMENTS
SEE NOTE 3
LEGEND

PLATFORM

CONCRETE WALKWAY

SHEET OUTLINE
N
20 0 20 40
SCALE: 1"=20'

DMU PLATFORM

7. FOR WATERLINE IMPROVEMENTS SEE STATION WATERLINE PLANS

STRUCTURAL PLANS

8. FOR CONTROL JOINT AND EXPANSION JOINT SPACING SEE

FOR DETAILS
SEE SHEET CS87104
1 2
170'

EX SBCTA R/W

DOWNTOWN REDLANDS

PROP EASEMENT

FOR DETAILS
SEE SHEET EL87008

1. DMU PLATFORM INTENDED FOR USE BY THE ARROW
510'

IMPROVEMENT BY OTHERS
3 STA. OFFSET DESCRIPTION ELEV
1 LT WALKWAY FS
2 LT WALKWAY FS
1356.30
1356.79
515+34.98
515+43.46 21.95'

10.00'
3 515+34.97 15.94 LT WALKWAY 1356.68 FS
Redlands Regular Meeting of 09-20-2022 164 of 359
REV. DATE APP. BY
SUB.

DRAWN BY

CHECKED BY

APPROVED BY
DATE
CONTRACT NO.

REVISION SHEET NO.

DRAWING NO.

SCALE
2/13/2019 5:08:13 PMp:\pwworking\sac\d0756163\SANBAG-ICS-HALF.tblC:\Program Files (x86)\Com m on Files\InterPlot\IPLOT\bin\iplotdrvm .plt\\OMAP-INPICS01\ICSforPDF\3137\988817_24\26495-06-CS87103.DGN OMAP-INPICS02$

REDLANDS PASSENGER RAIL PROJECT
5-18-2018
R. KLOVSKY
San Bernardino County Transportation Authority
17-1001705
2280 Market Street, Suite 100
Riverside, CA 92501-2110
(951) 320-7300
HDR No.

Exp.

CIVIL

REG ISTERED PROFESSIONAL ENG INEER

STATE OF CALIFORNIA
THOMAS B.

JACQUES
C63769
9-30-2020

0 02-06-19 CONFORMED TJ SG
A/C 6x6
PB
PB
PB
PC
510+00 510+50 511+00 511+50 512+00
1"=10'
CS87103

10 0 10 20
SCALE: 1"=10'
J.K. ANDRES
L. HERNANDEZ
A. SHAH

SITE PLAN
N
D
CS87402
CONSTRUCTION NOTES:

INSTALL ADA DETECTABLE WARNING SURFACE (RAISED TRUNCATED DOME PER SCRRA ES3203) INSTALL PEDESTRIAN SWING GATE PER SCRRA ENGINEERING STD 4002, LAYOUT PER PLAN 211
214
215
223
23 12
223
GENERAL NOTES:

SEE NOTE 2

PROP SBCTA R/W
203 LIGHTING - SEE ELECTRICAL
204 RETAINING WALL - SEE STRUCTURAL PLANS
214
215
204
SEE NOTE 5
CONST. 8" PLASTIC STORM DRAIN
211
SHEET 1 OF 2
13 203

5. FOR COMMUNICATIONS UTILITIES SEE COMMUNICATIONS PLANS

4. FOR ELECTRICAL IMPROVEMENTS SEE ELECTRICAL PLANS

3. FOR SIGNAL IMPROVEMENTS SEE SIGNALS PLANS

SEE TRACK GRADING AND DRAINAGE PLANS

2. FOR TRACK & OFFSITE STORM DRAIN IMPROVEMENTS

1. DMU PLATFORM INTENDED FOR USE BY RPRP
22 L=15'
SCRRA ENGINEERING STD ES8300, LENGTH PER PLAN
INSTALL CPUC STD NO. 9 PEDESTRIAN AUTOMATIC WARNING DEVICE WITH GATE ARM PER

DOWNTOWN REDLANDS

EX SBCTA R/W

MATCHLINE
SEE
SHEET
CS87104

PROP EASEMENT
24 25
8 JOIN IMPROVEMENTS BY OTHERS

IMPROVEMENTS BY OTHERS
215
L=15'
7 10
6'

35.28'
214

1.58%
5 4
18 15 16 17
19 27
20 21
STA. OFFSET DESCRIPTION ELEV

WALKWAY FS

WALKWAY FS
FS

WALKWAY FS
FS
FS
FS
FS
FS
FS
FS

5 6
7 12 WALKWAY 1349.27
13 1379.59
15 16
17 18
19 20
21 STORMDRAIN INV

UTILITY

UTILITY
1350.29
1350.49
1350.52
1351.03
1350.29
1350.38
1350.49
1343.80
1347.58
22 23 GATE FS
24 25
26 1349.57 FS
1349.38 FS
WALKWAY 1349.36 FS

PLATFORM

WALKWAY/PLATFORM
510+18.52
510+10.68
510+66.82
510+66.82
511+02.10

32.33 35.55
LT
LT

24.33 LT

5.33 LT

24.33 LT
511+22.10
511+30.72
511+30.72

15.56 21.57

34.31 LT 1349.59
1349.80
1349.93
FS
FS
FS
LT
LT
511+02.10
511+22.10

15.44 15.44
RT
RT
4 511+02.10 34.31 LT WALKWAY 1349.46 FS
27 511+64.40 12.56 LT WALKWAY 1350.20 FS
511+62.78 31.97 LT
511+75.33 31.97 LT
511+81.37 31.97 LT
511+04.75 19.06 LT
511+60.97 18.50 LT
511+67.34 18.62 LT
511+73.12 18.49 LT

1.7%

1.6%

1.0%

0.60%

1.0%

1.0%
6 9
11 9
10 11
510+66.82
511+30.72
511+19.83 15.57

24.33 34.31 LT
LT
LT

WALKWAY

WALKWAY
1349.67
1349.83
1349.74
FS
FS
FS
26 8 511+02.10 15.56 LT WALKWAY 1349.27 FS

1.0%
* FLUSH TO SIDEWALK
*
* UTILITY
* UTILITY
* UTILITY

Redlands Regular Meeting of 09-20-2022 165 of 359
5865 AVENIDA ENCINAS, #142-B
CARLSBAD, CA 92008
PH: 760-602-4290
WWW.STCTRAFFIC.COM
San Bernardino County Transportation Authority
HDR
2280 Market Street, Suite 100
Riverside, CA 92501-2110
(951) 320-7300 Redlands Regular Meeting of 09-20-2022 166 of 359 REV. DATE APP. BY
SUB.

DRAWN BY

CHECKED BY

APPROVED BY
DATE
CONTRACT NO.

REVISION SHEET NO.

DRAWING NO.

SCALE
2/13/2019 2:59:19 PMp:\pwworking\sac\d0756163\SANBAG-ICS-HALF.tblC:\Program Files (x86)\Com m on Files\InterPlot\IPLOT\bin\iplotdrvm .plt\\OMAP-INPICS01\ICSforPDF\3134\988800_45\26495-RR00332.dgn OMAP-INPICS02$

REDLANDS PASSENGER RAIL PROJECT
R. KLOVSKY
San Bernardino County Transportation Authority
5-18-2018
17-1001705
2280 Market Street, Suite 100
Riverside, CA 92501-2110
(951) 320-7300
HDR
No. C84914
Exp. 3-31-20
CIVIL
RO P F
ON

ESSI AL
ER E

NE IG N

ER G SI

D RET E
T TA E
S

OF CALIFORNIA
NW RO
W.B
NOSAJ
0 02-06-19 CONFORMED CONFORMED TJ SG
8" BALLAST
6" SUBBALLAST
2%
R/W
EX
R/W
EX
VARIES
21'-0" OR 10'-0"
8" BALLAST
10'-0"
> MT
(ORANGE STREET)
MT STA 515+29 TO STA 516+39
2%
SUBBALLAST TRANSITION TO OCCUR OVER 25 FEET.

SEE DRAWING RR00301 FOR ROADBED WIDENING ON CURVES.

2. 1.

NOTE:
6" HMA SUBBALLAST

MT T/R PROFILE

MT T/R PROFILE
VARIES - 36' MIN.
10'-0"
GROUND

EXISTING
GROUND

EXISTING

SEE CIVIL PLANS

PROPOSED ROADWAY

SEE CIVIL PLANS

PROPOSED ROADWAY

DRAINAGE PLANS
SUBDRAIN. SEE

AND INVERT ELEVATIONS

PLANS FOR DETAILS, LIMITS
SUBDRAIN. SEE DRAINAGE

SEE COMMUNICATIONS PLANS

COMMUNICATIONS DUCT

MT T/R PROFILE
> MT
11'-6" 8'-6"
8" BALLAST
6" SUBBALLAST
R/W
EX
36' R/W
EX
GROUND

EXISTING
R/W
EX
36' R/W
EX

RPRP PLATFORM
GROUND

EXISTING
R/W
EX
36'

MT T/R PROFILE
8" BALLAST
6" SUBBALLAST
2%
R/W
EX
11'-6" 10'-0"
2:1
GROUND

EXISTING
MT STA 511+22 TO STA 512+54 MT STA 514+57 TO STA 515+00 MT STA 515+00 TO STA 515+29
2:1
2%

DRAINAGE PLANS
SUBDRAIN. SEE
2%

MT T/R PROFILE
11'-6"

DRAINAGE PLANS
SUBDRAIN. SEE
5'-4" 15'-0"
4'-4"
1'-0" GROUND

EXISTING
2:1

DRAINAGE PLANS
SUBDRAIN. SEE
2%
GROUND

EXISTING

AND STRUCTURAL PLANS

FOR DETAILS, SEE STATION

PROPOSED STATION WALKWAY
MT STA 512+87 TO STA 514+57
R/W
EX
R/W
EX
36'

MT T/R PROFILE
8" BALLAST
6" SUBBALLAST
11'-6" 10'-0"

AND STRUCTURAL PLANS

FOR DETAILS, SEE STATION

PROPOSED STATION WALKWAY
GROUND

EXISTING
2%

DRAINAGE PLANS
SUBDRAIN. SEE
2%
2:1
MT STA 512+54 TO STA 512+87
8" BALLAST
6" HMA SUBBALLAST
15'-0"
GROUND

EXISTING
2%
6'-0"
2%
6'-0"
2%
6'-0"
2%
6'-0"
2%
6'-0"
> MT
15'-0"
> MT
15'-0"
> MT
15'-0"
> MT
15'-0"

AND STRUCTURAL PLANS

FOR DETAILS, SEE STATION

PROPOSED STATION WALKWAY

AND STRUCTURAL PLANS

FOR DETAILS, SEE STATION

PROPOSED STATION WALKWAY

AND STRUCTURAL PLANS

FOR DETAILS, SEE STATION

PROPOSED STATION WALKWAY

AND STRUCTURAL PLANS

FOR DETAILS, SEE STATION

PROPOSED STATION WALKWAY

AND STRUCTURAL PLANS

FOR DETAILS, SEE STATION

PROPOSED STATION WALKWAY

SEE FENCING PLANS FOR LIMITS

PROPOSED FENCE

SEE FENCING PLANS FOR LIMITS

PROPOSED FENCE

SEE FENCING PLANS FOR LIMITS

PROPOSED FENCE

SEE FENCING PLANS FOR LIMITS

PROPOSED FENCE
11'-6"

TURNDOWN (BY OTHERS)

STATION WALKWAY AND
2%

FOR LIMITS

SEE FENCING PLANS

PROPOSED FENCE

SEE STRUCTURES PLANS FOR DETAILS

RETAINING WALL
6' CALTRANS TYPE 1

FOR LIMITS

SEE FENCING PLANS

PROPOSED FENCE

FOR LIMITS

SEE FENCING PLANS

PROPOSED FENCE
8" BALLAST
6" SUBBALLAST
2%
R/W
EX
R/W
EX
VARIES
21'-0" OR 10'-0"
8" BALLAST
10'-0"
> MT
(ORANGE STREET)
MT STA 515+29 TO STA 516+39
2%
SUBBALLAST TRANSITION TO OCCUR OVER 25 FEET.

SEE DRAWING RR00301 FOR ROADBED WIDENING ON CURVES.

2. 1.

NOTE:
6" HMA SUBBALLAST

MT T/R PROFILE

MT T/R PROFILE
VARIES - 36' MIN.
10'-0"
GROUND

EXISTING
GROUND

EXISTING

SEE CIVIL PLANS

PROPOSED ROADWAY

SEE CIVIL PLANS

PROPOSED ROADWAY

DRAINAGE PLANS
SUBDRAIN. SEE

AND INVERT ELEVATIONS

PLANS FOR DETAILS, LIMITS
SUBDRAIN. SEE DRAINAGE

SEE COMMUNICATIONS PLANS

COMMUNICATIONS DUCT

MT T/R PROFILE
> MT
11'-6" 8'-6"
8" BALLAST
6" SUBBALLAST
R/W
EX
36' R/W
EX
GROUND

EXISTING
R/W
EX
36' R/W
EX

RPRP PLATFORM
GROUND

EXISTING
R/W
EX
36'

MT T/R PROFILE
8" BALLAST
6" SUBBALLAST
2%
R/W
EX
11'-6" 10'-0"
2:1
GROUND

EXISTING
MT STA 511+22 TO STA 512+54 MT STA 514+57 TO STA 515+00 MT STA 515+00 TO STA 515+29
2:1
2%

DRAINAGE PLANS
SUBDRAIN. SEE
2%

MT T/R PROFILE
11'-6"

DRAINAGE PLANS
SUBDRAIN. SEE
5'-4" 15'-0"
4'-4"
1'-0" GROUND

EXISTING
2:1

DRAINAGE PLANS
SUBDRAIN. SEE
2%
GROUND

EXISTING

AND STRUCTURAL PLANS

FOR DETAILS, SEE STATION

PROPOSED STATION WALKWAY
MT STA 512+87 TO STA 514+57
R/W
EX
R/W
EX
36'

MT T/R PROFILE
8" BALLAST
6" SUBBALLAST
11'-6" 10'-0"

AND STRUCTURAL PLANS

FOR DETAILS, SEE STATION

PROPOSED STATION WALKWAY
GROUND

EXISTING
2%

DRAINAGE PLANS
SUBDRAIN. SEE
2%
2:1
MT STA 512+54 TO STA 512+87
8" BALLAST
6" HMA SUBBALLAST
15'-0"
GROUND

EXISTING
2%
6'-0"
2%
6'-0"
2%
6'-0"
2%
6'-0"
2%
6'-0"
> MT
15'-0"
> MT
15'-0"
> MT
15'-0"
> MT
15'-0"

AND STRUCTURAL PLANS

FOR DETAILS, SEE STATION

PROPOSED STATION WALKWAY

AND STRUCTURAL PLANS

FOR DETAILS, SEE STATION

PROPOSED STATION WALKWAY

AND STRUCTURAL PLANS

FOR DETAILS, SEE STATION

PROPOSED STATION WALKWAY

AND STRUCTURAL PLANS

FOR DETAILS, SEE STATION

PROPOSED STATION WALKWAY

AND STRUCTURAL PLANS

FOR DETAILS, SEE STATION

PROPOSED STATION WALKWAY

SEE FENCING PLANS FOR LIMITS

PROPOSED FENCE

SEE FENCING PLANS FOR LIMITS

PROPOSED FENCE

SEE FENCING PLANS FOR LIMITS

PROPOSED FENCE

SEE FENCING PLANS FOR LIMITS

PROPOSED FENCE
11'-6"

TURNDOWN (BY OTHERS)

STATION WALKWAY AND
2%

FOR LIMITS

SEE FENCING PLANS

PROPOSED FENCE

SEE STRUCTURES PLANS FOR DETAILS

RETAINING WALL
6' CALTRANS TYPE 1

FOR LIMITS

SEE FENCING PLANS

PROPOSED FENCE

FOR LIMITS

SEE FENCING PLANS

PROPOSED FENCE
NTS

TRACK TYPICAL SECTIONS

MIHALOVICH/BROWN
J. BROWN RR00332
MT STA 511+22 TO STA 516+39
B. RYAN
0 Redlands Regular Meeting of 09-20-2022 167 of 359
REV. DATE APP. 12-20-2017 BY SUB.

DESIGNED BYDRAWN BYCHECKED BYAPPROVED BYDATE
CONTRACT NO.

REVISION SHEET NO.

DRAWING NO.

SCALE
12/19/20179:15:03AM
p:\pwworking\sac\d0756163\SANBAG-ICS-HALF.tbl
C:\ProgramFiles(x86)\Com m onFiles\InterPlot\IPLOT\bin\iplotdrvm.plt \\OMAP-INPICS01\ICSforPDF\923\883953_70\26495-06-CR89101.DGN OMAP-INPICS01$

NOT FOR CONSTRUCTION

SUBMITTAL
100%
R R
R R
O
b
scured
A
sph
.

A
sph
.

STOP
POTS
W
W
W
W
W
W
W
T
W W
FH
W
W
522 523 524 8 9 10 11 12 6TH STREET
N
5'
CONSTRUCTION NOTES: REMOVAL NOTES:
(32
'
R/W)
10 '
20 '
32'
20 0 20 40
SCALE: 1"=20'

AVENUE EAST STUART
> MT
12 '
>
6TH STREET
TREE
(40'R/W)
(32
'
R/W)
TREE
FH
WALL
12 '

7.5'
1"=20'
CR89101

ROADWAY IMPROVEMENT
5 '
5'
5'
BEG ISLAND10+04.75
END ISLAND9+84.75
(53' R/W)
WV
0 .
5 '
R
0 .
5 '
R
2 2.06' LT10+70.27 EC
No. R

CURVE DATA
T L
1 100.00 14°31'45" 25.36
2 12.75

2.00 165°10'41" 15.38 5.77
LAYOUT

EX SBCTA R/W

EX CITY R/W

EX CITY R/W
(25'R/W)
SWK
30 .19
'

6.00' LT10+69.78 BC
1 PROTECT IN PLACE
345

SAWCUT EXISTING PAVEMENT
10 16
24 CONSTRUCT DRIVEWAY PER SPPWC STD PLAN NO. 110-2, TYPE B 3 14
3 4
1 1
16 5
1 1
1 16 5
45 14
4 3
16 10
4 3
14 10
5 5
21 21
1 REMOVE EXISTING AC PAVEMENT
34 REMOVE EXISTING CURB & GUTTER5 REMOVE EXISTING SIDEWALK 6 10
11 REMOVE EXISTING TREE
3 1
4 1
1 4 10
11 1
1 16
10 5
1 4
24 2
2 2 ADJUST TO GRADE, ITEM PER PLAN
3 6
49 INSTALL SIGNAL HOUSE
9 '

REMOVE EXISTING RAILROAD SIGNAL
11 11
N0°17'35"W
4 3

EX CITY R/W
1 STA > 6TH STREET = 9+94.75STA > MT = 522+52.94MP 65.70 (8.97) 1 3
5 '
CURB
5'
60'
JOIN EXISTBEG MEDSTA 8+55.00, 6.00' RT
JOIN EXISTBEG MED8+55.00 6.00' LT
LPL
LPL
LPL
JOIN EXISTEND C&G, SWK & PVMTSTA 10+40.00, 32.00' LT
JOIN EXISTEND PVMTSTA 11+15.00, 8.00' LT
1 JOIN EXISTEND C&G, SWK & PVMTSTA 11+15.00, 20.00' RT
FOR DETAIL ASEE SHT CR89301
SEE ELEC PLANSSTA 10+12
32'
SEE ELEC PLANSSTA 9+60
2'
2'
(50' R/W)

EASEMENTPROP
21 5

FOR DET (TYP) SEE FENCING PLANS
21 21
4 4
14 PROP EASEMENT
CONSTRUCT 8" HIGH TYPE A1-8 CURB PER SPPWC STD PLAN NO. 120-2

REMOVE EXISTING CURB
CONSTRUCT 8" HIGH TYPE A2-8 CURB AND GUTTER PER SPPWC STD PLAN NO. 120-2CONSTRUCT 4" PCC SIDEWALK PER SPPWC STD PLAN NO. 113-2, WIDTH PER PLAN 16 16
16 REMOVE EXISTING CONCRETE PANEL
13 REMOVE EXISTING WALL
13 14
8 8
8 55 INSTALL STREET LIGHT PER CITY OF REDLANDS STD PLAN NO.459 55 55
49 18
18 2
2 21
21 5
5 5'
5'
1 TREE

PROP TCE

PROP EASEMENT

EASEMENTPROP

PROP SBCTA R/W
1 GATE
3 21°08'17" 27.99
3 150.00 55.34
BEG DIKESTA 9+30.83, 29.97' RT
6TH STREET - MP 65.70 (8.97)

MODIFIED
>DWY, W= 28'
STA 10+47.00
PAD = 1372.6'10'x8'
SEE SIGNAL PLANS FOR DET (TYP)ELEV PER SHEET CR89102PROP PB (TYP) DOT 027245U, CPUC 101 SG-65.70
8 REMOVE EXISTING DRIVEWAYREMOVE EXISTING POLE/BOLLARDREMOVE EXISTING RAIL EQUIPMENT PER SIGNAL PLANS 5 11
8 8
8 OVER 95% COMPACTED NATIVE MATERIAL CONSTRUCT STAMPED CONCRETE MEDIAN PAVEMENT, 4" PCC OVER 4" SAND FILL CR00006CONSTRUCT FULL AC PAVEMENT SECTION, DEPTHS OF AC AND AB PER SHEET OVERLAYCOLD MILL EXISTING PAVEMENT AND CONSTRUCT 2" ASPHALT CONCRETE 12 REMOVE EXISTING LANDSCAPING AND IRRIGATION
12 12
3 MHSEWER
7 CONSTRUCT HOT MIX ASPHALT DIKE PER CALTRANS STD PLAN NO. A87B, TYPE A 7 N89°07
'
57 "E
JOIN EXISTBEG C&G, SWK & PVMTSTA 9+60.00, 32.00' LT
JOIN EXISTBEG PVMTSTA 8+55.00, 8.00' LT
JOIN EXISTBEG PVMTSTA 8+55.00, 8.00' RT
JOIN EXISTBEG C&G, SWK & PVMTSTA 9+60.00, 32.00' RT
45 INSTALL LANDSCAPING AND IRRIGATION

0.80' RT 2110+59.21 EC

4.00' RT10+34.13 BC
18 HOUSESIGNAL
4 3
5'
5'
5'
Redlands Regular Meeting of 09-20-2022 168 of 359
REV. DATE APP. 12-20-2017 BY SUB.

DESIGNED BYDRAWN BYCHECKED BYAPPROVED BYDATE
CONTRACT NO.

REVISION SHEET NO.

DRAWING NO.

SCALE
12/19/20179:15:14AM
p:\pwworking\sac\d0756163\SANBAG-ICS-HALF.tbl
C:\ProgramFiles(x86)\Com m onFiles\InterPlot\IPLOT\bin\iplotdrvm.plt \\OMAP-INPICS01\ICSforPDF\923\883953_96\26495-06-CR89102.DGN OMAP-INPICS01$

NOT FOR CONSTRUCTION

SUBMITTAL
100%
R R
R R
W 6th St.

T
GTE
M
H
9 10 11
522+00
522+50 523+00
1"=10'
CR89102

ROADWAY IMPROVEMENT
6TH STREET
10 0 10 20
SCALE: 1"=10'
N
CONSTRUCTION NOTES:
> MT
> MT
10' 10'

GRADE CROSSING LAYOUT
15'
15'

EX SBCTA R/W

EX SBCTA R/W
34 34
34 34
34 50
50 48
50 50
48 10' 10'
MP 65.70 (8.97)STA > MT = 522+52.94STA > 6TH STREET = 9+94.75 NOTE:

1. 50
50 CR89401SEE SHT
CR89401SEE SHT
CR89401SEE SHT
CR89401SEE SHT

15.46'

EX CITY R/W

PROP EASEMENT
6'6'5
'5'

4.5'

PROP TCE

PROP EASEMENT

PROP TCE

PROP EASEMENT

EX CITY R/W

PROP EASEMENT

PROP SBCTA R/W

PROP EASEMENT

36.50' LTSTA 10+09.75

1.00' LTSTA 10+09.75

0.00' LTSTA 9+79.75

36.50' RTSTA 9+79.75
6TH STREET - MP 65.70 (8.97)
ELEV = 1372.8'PROP PB LID
ELEV = 1370.4'PROP PB LID
ELEV = 1370.4'PROP PB LID
1370.5'ELEV = PROP PB LID

15.46'
ES4011 AND ES4012,WHICHEVER IS APPLICABLE.

SHALL COMPLY WITH SCRRA ENGINEERING STANDARDS

PEDESTRIAN FACILITIES AT VEHICLE CROSSINGS
ENGINEERING STD ES8300INSTALL CPUC STD NO. 9 ACTIVE WARNING DEVICE PER SCRRA STD ES4201, LAYOUT PER TRACK PLANSINSTALL PRECAST CONCRETE PANELS PER SCRRA ENGINEERING ENGINEERING STD ES4201CONSTRUCT ASPHALT CONCRETE PAVEMENT AND RAMP PER SCRRA Redlands Regular Meeting of 09-20-2022 169 of 359
REV. DATE APP. 12-20-2017 BY SUB.

DESIGNED BYDRAWN BYCHECKED BYAPPROVED BYDATE
CONTRACT NO.

REVISION SHEET NO.

DRAWING NO.

SCALE
12/19/20179:14:29AM
p:\pwworking\sac\d0756163\SANBAG-ICS-HALF.tbl
C:\ProgramFiles(x86)\Com m onFiles\InterPlot\IPLOT\bin\iplotdrvm.plt \\OMAP-INPICS01\ICSforPDF\923\883953_71\26495-06-CR89201.DGN OMAP-INPICS03$

NOT FOR CONSTRUCTION

SUBMITTAL
100%
CL1375
11+00 12+00
RT1375 CL1365

EXISTING GRADE FOR TOP OF WEST CURB
EXISTING GRADE AT RECORD > PROPOSED GRADE AT RECORD >

EXISTING GRADE FOR TOP OF EAST CURB
8+00 9+00 10+00
(-1.36%)
9+85.05GB
9+85.05GB

0.02%
(-0.86%)

JOINEXIST
LT1370
9+60.00GB
9+70.55GB

4.4"CF
1371.60TC

EXISTING GRADE UNDER WEST MEDIAN CURB

EXISTING GRADE UNDER EAST MEDIAN CURB
1370.57 FS
1371.00 FS
9+84.75GB
1371.00 FS
10+04.75GB
1370.70 FS
10+35.00BVC
1370.58FS
10+45.00
1370.44FS
10+55.00
1370.44FS
10+55.00
1370.28FS
10+65.00
1370.08
10+75.00PRVC
1369.89FS
10+85.00
1369.71FS
10+95.00
1369.71FS
10+95.00
1369.56FS
11+05.00
1369.43 FS

0.33% 0.02% -1.00%
G1 = -1.00% G2 = -2.07%
VC = 40'
G1 = -2.07% G2 = -1.20%
VC = 40'
PVI = 1370.50 @ 10+55.00
PVI = 1369.67 @ 10+95.00
11+15.00EVC

JOINEXIST
(-1.12%)
1371.00TR
522+52.94(MT)
9+94.75
1370.35TC
9+69.93GB
9+84.43GB
10+04.43GB
10+23.75GB
1370.33TC

1.04%-0.25% 0.02% 1.01% -1.76%
0"CF
1370.42TC

3.8"CF
1370.45TC
0"CF
1370.42TC
8"CF
1370.62TC
10+40.00GB

JOINEXIST
9+60.00GB

JOINEXIST
1370.42TR
522+20.94(MT)
9+94.43
0" TO 8"

TRANSITION

CURB HEIGHT

19.33'
9+95.01
10+04.95GB
10+24.28GB
1371.52TC
10+35.00BVC
1371.39TC
10+45.00
1371.19TC
10+55.00
1371.19TC
10+55.00
1370.94TC
10+65.00
1370.63TC
10+75.00PRVC
1370.32TC
10+85.00
1370.05TC
10+95.00
1370.05TC
10+95.00
1369.83TC
11+05.00

1.32% -1.08%
G1 = -1.08% G2 = -3.37%
VC = 40'
G1 = -3.37% G2 = -1.50%
VC = 40'
PVI = 1371.31 @ 10+55.00
PVI = 1369.96 @ 10+95.00
11+15.00EVC

JOINEXIST
8"CF
1371.64TC
0" TO 8"

TRANSITION

CURB HEIGHT

19.33'

3.8" TO 0"

TRANSITION

CURB HEIGHT

14.50'
10+04.69GB
1371.23TC
10+35.00GB
1370.81TC
10+50.00GB
-1.17%
-2.80% -0.17%

2.48%
1370.82TC

4.25' LT
1371.58TC

6.00' LT
1370.77TC

6.00' LT
10+71.76GB
10+69.78 BC
10+04.79GB
10+71.76GB
-1.06%
-1.60% -1.64%
-3.14%
1371.76TC

4.00'RT
10+34.13 BC
10+59.21EC
1371.05TC

0.80'RT
10+70.27EC
1370.87TC

2.06' LT
1370.82TC

4.25' LT
1371.45TC

4.00'RT
LM1370
CL1370
RM1370 RT1370
LT1370 LM1370 CL1375
CL1370
CL1365 RM1370 RT1375 RT1370
(0.96%)
(0.34%)
(1.17%)
8+55.00GB

0.95% -0.04%

PROPOSED GRADE FOR TOP OF WEST CURB

PROPOSED GRADE FOR TOP OF WEST MEDIAN CURB

PROPOSED GRADE FOR TOP OF EAST MEDIAN CURB

PROPOSED GRADE FOR TOP OF EAST CURB SOUTH OF TRACK

PROPOSED GRADE FOR TOP OF EAST CURB NORTH OF TRACK
0"CF

20.00'RT
1371.38TC
8+55.00GB

JOINEXIST
1370.81TC

6.00' LT

7.92%
1371.21TC
8+60.00GB
9+84.69GB

0.30%
1371.58TC

6.00' LT

3.20%
8+60.00GB
1371.68TC
9+60.00GB
9+84.81GB

0.09% 0.44%
1371.59TC
1371.79TC

6.00'RT
1371.43TC

6.00'RT
8+55.00GB

JOINEXIST

2.5"CF
1371.59TC, 32.00'RT

4.4" TO 2.5"

TRANSITION

CURB HEIGHT

14.50'
0"CF
1371.38TC

32.00'RT
1371.50TC

32.00'RT
1371.38TR
522+78.94(MT), 26.00'RT
1369.66TC

20.00'RT
CR89201

ROADWAY IMPROVEMENT
HORIZ 1"=20'
PROFILE VERT 1"=4'
6TH STREET - MP 65.70 (8.97)
Redlands Regular Meeting of 09-20-2022 170 of 359
CONSTRUCTION NOTES:
1"=10'
CR89301

ROADWAY IMPROVEMENT

DRIVEWAY DETAIL
STA 10+47.00

TYPICAL SECTION & CONSTRUCTION DETAILS

5.67'
W=28
'
10+47
.
00 8" CF1370.94 TC20.00' RT10+65.00

6.33 '
10 14
16 21
5 14
N
0" CF1370.40 FL20.00' RT 10+61.00
1371.08 FS 25.67' RT 10+61.00
1371.38 FS 25.67' RT 10+47.00
0" CF1370.91 FL20.00' RT 10+33.00
8" CF1371.50 TC20.00' RT 10+29.00
1371.55 FS 25.67' RT 10+33.00
1371.59 FS 32.00' RT 10+25.19
1371.58 FS 32.00' RT 10+30.18
1371.95 FS 52.66' RT 10+14.42
1371.69 FS 43.64' RT 10+27.98
1371.60 FS 39.50' RT 10+30.18
1371.48 FS 45.76' RT 10+47.00 1371.41 FS 32.00' RT 10+47.00

0.5%

1.0%
1371.79 FS57.00' RT10+33.551371.57 FS45.76' RT10+33.55
12%
1371.96 FS 50.00' RT 10+14.47
CURB
6TH STREET - MP 65.70 (8.97)
JOIN EXIST(1371.46 BW)45.76' RT10+63.15
1371.06 BW 32.00' RT 10+63.15
1371.68 FS 39.28' RT 10+25.19
JOIN EXIST(1372.14 FS)57.00' RT10+16.04
CONSTRUCT 8" HIGH TYPE A1-8 CURB PER SPPWC STD PLAN NO. 120-2CONSTRUCT 8" HIGH TYPE A2-8 CURB AND GUTTER PER SPPWC STD PLAN NO. 120-2CONSTRUCT FULL AC PAVEMENT SECTION, DEPTHS OF AC AND AB PER SHEET CR00006CONSTRUCT 4" PCC SIDEWALK PER SPPWC STD PLAN NO. 113-2, WIDTH PER PLAN 3 3
3 4
4 4
34 SAWCUT EXISTING PAVEMENTCOLD MILL EXISTING PAVEMENT AND CONSTRUCT 2" ASPHALT CONCRETE OVERLAY 45 INSTALL LANDSCAPING AND IRRIGATION
45 1
1 PROTECT IN PLACE
95% COMPACTED NATIVE MATERIAL CONSTRUCT STAMPED CONCRETE MEDIAN PAVEMENT, 4" PCC OVER 4" SAND FILL OVER REV. DATE APP. 12-20-2017 BY SUB.

DESIGNED BYDRAWN BYCHECKED BYAPPROVED BYDATE
CONTRACT NO.

REVISION SHEET NO.

DRAWING NO.

SCALE
12/19/20179:10:09AM
p:\pwworking\sac\d0756163\SANBAG-ICS-HALF.tbl
C:\ProgramFiles(x86)\Com m onFiles\InterPlot\IPLOT\bin\iplotdrvm.plt \\OMAP-INPICS01\ICSforPDF\923\883953_72\26495-06-CR89301.DGN OMAP-INPICS01$

NOT FOR CONSTRUCTION

SUBMITTAL
100%
40'
8' 32'

0.5' 7.5'
20'
TO -1.8% -2.5%

IT OCCURSMEDIAN WHERE
6TH STREET

NORTH OF CROSSING
MAX
2%
MAX
2%
5 5
21 10 21
16 16
14 14
VAR 4'
TO 10'
6' VAR 0'
TO 4'
2:1
2:1

R/W R/W
8+55.00 TO 9+60.00
25'
14 14
10 12'
6' 6'
32'
1 CURBEXIST

EXIST GROUND

EX EX
5 3
4 5
3 4

SOUTH OF CROSSING
6TH STREET
1 CURBEXIST
32'
12'
NTS
R/W
EX
R/W
EX
TO 1.5%
-1.8%
NTS
10+63.15 TO 11+15.00
1 LANDSCAPINGEXIST
Redlands Regular Meeting of 09-20-2022 171 of 359
REV. DATE APP. 12-20-2017 BY SUB.

DESIGNED BYDRAWN BYCHECKED BYAPPROVED BYDATE
CONTRACT NO.

REVISION SHEET NO.

DRAWING NO.

NOT FOR CONSTRUCTION

SUBMITTAL
100%
R R
522+00 522+25
R R
522+75 523+00
CR89401
GRADE CROSSING DETAILS 1"=5'

ROADWAY IMPROVEMENT
5 0 5 10
SCALE: 1"=5'-0"
N

WEST SIDE

EAST SIDE

CURB FACE

GUTTER LIP

CURB FACE

GUTTER LIP

CURB FACE

GUTTER LIP
1370.42 TC32.00' LT STA 9+84.43
> MT
> MT

CURB FACE

GUTTER LIP
1371.38 TC20.00' RT STA 10+04.95
1371.59 TC32.00' RT STA 9+85.07
16 .97'
10'

3.27'

20.17'
1 0
.
3 '

10.47'

15. 56'

2.76'

4. 95' 5'
5'
45° 3.
5 '
5'
90°

2.5'
1'
5'
4 .95'
45°

2.5'

6.5'

9.22'
1371.96 BW50.00' RT STA 10+14.47
1371.68 BW40.00' RT STA 9+63.27
1371.96 BW52.00' RT STA 9+75.27
1371.95 BW52.00' RT STA 9+85.27
1370.26 BW52.00' LT STA 9+73.76
CONSTRUCTION NOTES:

4.5'
L=5'43.50' RT STA 10+10.21
1371.91 BW50.00' RT STA 10+05.26
3'X3'
3'X3'

4.5'
1370.46 BW41.00' LT STA 9+62.76

2.5'
3'X3'

EX SBCTA R/W

EX SBCTA R/W
1370.42 TC32.00' LT STA 10+04.43

EX CITY R/W
38 39
41 38
39 41
38 41
39 40
40 40
40 38
41 39
40 40
40 3839
40 41 INSTALL METAL HAND RAILING PER SCRRA ENGINEERING STD ES4005 13 .5'

11.81'
6'X3'
3'X6'
3 '
9'
3 '
6'X3'
9'
5'
90°
6'X3'

2.1. SEE ROADWAY LAYOUT SHEET FOR STATIONING.AND ES4012, WHICHEVER IS APPLICABLE.COMPLY WITH SCRRA ENGINEERING STANDARDS ES4011PEDESTRIAN FACILITIES AT VEHICLE CROSSINGS SHALL NOTES:

L=5'45.50' LT STA 10+09.75 L=5'

45.50' LT STA 9+79.29
L=5'45.50' RT STA 9+79.75
6TH STREET
6TH STREET
41 PROP EASEMENT
JOIN EXIST(1371.66 BW)40.00' RT STA 9+60.00
1371.68 BW39.28' RT STA 10+25.19
1371.59 BW32.00' RT STA 10+25.19
1371.59 FS32.00' RT STA 10+14.00
1371.60 FS32.00' RT STA 10+05.08
1371.50 TC20.00' RT STA 10+14.00

EX CITY R/W

PROP EASEMENT
1370.10 BW52.00' LT STA 10+04.23
1370.19 BW52.00' LT STA 10+15.03

TCEPROP
1370.45 BW 39.50' LT STA 10+19.83
JOIN EXIST(1370.33 TC)32.00' LT STA 10+40.00
JOIN EXIST(1370.48 BW )39.50' LT STA 10+40.00
8" CF1370.62 TC32.00' LT STA 10+23.75

PROP TCE

PROP EASEMENT
JOIN EXIST(1370.35 TC)32.00' LT STA 9+60.00
JOIN EXIST(1371.50 TC)32.00' RT STA 9+60.00
8" CF1371.64 TC32.00' RT STA 10+24.28

4.4" CF1371.60 TC32.00' RT STA 9+70.55

3.8" CF1370.45 TC32.00' LT STA 9+69.93

PROP EASEMENT
1370.35 BW45.00' LT STA 10+19.83
1370.31 BW45.00' LT STA 10+15.53
1370.23 BW49.80' LT STA 10+15.53
JOIN EXIST(1370.65 BW)41.00' LT STA 9+60.00

10.8'
6TH STREET - MP 65.70 (8.97)
1370.10 BW52.00' LT STA 9+84.23
1370.23 BW49.80' LT STA 10+15.03

2.5'
90°
GATE ARM PER SCRRA ENGINEERING STD ES8300, LENGTH PER PLANINSTALL CPUC STD NO. 9 PEDESTRIAN AUTOMATIC WARNING DEVICE WITH DIMENSIONS PER PLANINSTALL ADA DETECTABLE WARNING SURFACE (RAISED TRUNCATED DOME), LAYOUT PER PLANINSTALL PEDESTRIAN SWING GATE PER SCRRA ENGINEERING STD ES4002, Redlands Regular Meeting of 09-20-2022 172 of 359
5865 AVENIDA ENCINAS, #142-B
CARLSBAD, CA 92008PH: 760-602-4290WWW.STCTRAFFIC.COM
San Bernardino County Transportation Authority
HDR2280 Market Street, Suite 100Riverside, CA 92501-2110(951) 320-7300 Redlands Regular Meeting of 09-20-2022 173 of 359
5865 AVENIDA ENCINAS, #142-B
CARLSBAD, CA 92008PH: 760-602-4290WWW.STCTRAFFIC.COM
San Bernardino County Transportation Authority
HDR2280 Market Street, Suite 100Riverside, CA 92501-2110(951) 320-7300 Redlands Regular Meeting of 09-20-2022 174 of 359
REV. DATE APP. 12-20-2017 BY
SUB.

DRAWN BY

CHECKED BY

APPROVED BY
DATE
CONTRACT NO.

REVISION SHEET NO.

DRAWING NO.

SCALE
$DATE$ $TIME$$PENTBLL$$PLTDRVL$$FILEL$
$USER$

NOT FOR CONSTRUCTION

SUBMITTAL
100%
O
b
scured
A
sph.

A
sph.

W
P
T
W
FH
W
W
525 526 527
6 7 8 9 10 11
7TH STREET
7TH STREET
20 0 20 40
SCALE: 1"=20'
N
CONSTRUCTION NOTES: REMOVAL NOTES:
> MT
>
1"=20'
CR90101

STREET IMPROVEMENT
2'
2'
2'

6'
(50'R/W)
2 1.00' LT
8+80.00 BC
1 0.5'R

0.5'R
No. R

CURVE DATA
T L
1 1.00 179°41'40" 3.14
2 374.87

1.00 179°41'40" 374.87 3.14
LAYOUT
32'
30'

EX CITY R/W

EX SBCTA R/W

EX CITY R/W

EX CITY R/W
(50'R/W)
(54'R/W)
(27'R/W)
(54'R/W)
49 3
4 5

SAWCUT EXISTING PAVEMENT
21 21
3 4
5 21 21
5 3
4 21
1 REMOVE EXISTING AC PAVEMENT
4 REMOVE EXISTING CURB & GUTTER
5 REMOVE EXISTING SIDEWALK
5 4
1 1
4 5
4 49 INSTALL SIGNAL HOUSE

1.00' RT
10+95.25 EC

1.00' LT
10+95.25 BC

10 1 10
10 1
47 47 RELOCATE FIRE HYDRANT PER UTILITY PLANS
N0°18'20"W
N89°44'56"E
5 5 5

TREE

STA > 7TH STREET = 9+96.25
STA > MT = 525+82.78
MP 65.76 (9.03)

BEG PVMT JOIN EXIST
STA 8+78.00, 2.00' LT

BEG PVMT JOIN EXIST
STA 8+78.00, 2.00' RT

SEE ELEC PLANS
STA 10+12

JOIN EXIST

END C&G, SWK & PVMT
STA 10+35.00, 20.00' RT

LPL

SWK
6'

FOR DET

SEE DRAINAGE PLANS
SWK6.5'

TREE

WALL

FENCE

PROP EASEMENT
3 3
4 4

4 3

3 3 4
4 TREE
1 1
11 REMOVE EXISTING TREE
1 1 PROTECT IN PLACE
8 8
44 44
55 INSTALL STREET LIGHT PER CITY OF REDLANDS STD PLAN NO.459 55 25
25 8
1 1
1 1
14 14
14 14
14 CONSTRUCT 8" HIGH TYPE A1-8 CURB PER SPPWC STD PLAN NO. 120-2 1 8
18 18

2'
2'
2'
2'
2'

PROP TCE

EX SBCTA R/W

EX SBCTA R/W
1 1.00' RT
8+80.00 EC
W=12'
> DRWY
STA 9+54

(27'R/W) (27'R/W)
8 REMOVE EXISTING POLE/BOLLARD
INSTALL NON-REMOVABLE BOLLARDS PER SHEET CR00006
18 18
18 18
24 24 REMOVE AND SALVAGE EXISTING SIGN
24 WV

SWK
7TH STREET - MP 65.76 (9.03)
PAD = 1377.0'
10'x8'

SEE SIGNAL PLANS FOR DET (TYP)
ELEV PER SHEET CR90102

PROP PB (TYP)
DOT 027246B, CPUC 101 SG-65.76
2 2
2 ADJUST TO GRADE, ITEM PER PLAN

OVERLAY
COLD MILL EXISTING PAVEMENT AND CONSTRUCT 2" ASPHALT CONCRETE SHEET CR00006

CONSTRUCT FULL AC PAVEMENT SECTION, DEPTHS OF AC AND AB PER SAND FILL OVER 95% COMPACTED NATIVE MATERIAL
CONSTRUCT STAMPED CONCRETE MEDIAN PAVEMENT, 4" PCC OVER 4" PLAN NO. 120-2
CONSTRUCT 6" HIGH TYPE A2-6 CURB AND GUTTER PER SPPWC STD

PER PLAN
CONSTRUCT 4" PCC SIDEWALK PER SPPWC STD PLAN NO. 113-2, WIDTH STD ES4011

CONSTRUCT DRIVEWAY FOR MAINTENANCE ACCESS PER SCRRA ENGINEERING

SIGNAL PLANS

REMOVE EXISTING RAIL EQUIPMENT PER
(27'R/W)
8 TOTAL

JOIN EXIST

BEG C&G, SWK & PVMT
STA 9+40.00, 20.00' RT

JOIN EXIST

BEG C&G, SWK & PVMT
STA 9+40.00, 20.00' LT

TRANSFORMER
VAULT
ELEC
1 MH
GTE
11 TRIM TREE TO R/W
82 INSTALL WALKWAY TURNDOWN SECTION PER DETAIL ON SHEET CR00006 82 EXIST

END PVMT JOIN

2.00' RT
STA 11+02.00

DETAIL A
SEE SHT CR90301

JOIN EXIST

END C&G, SWK, PVMT

20.00' LT
STA 11+02.00
82 82
42 INSTALL METAL HAND RAILING PER SPPWC STD 606-4, TYPE PER PLAN 42 42

PLANS (TYP)

SEE FENCING
18 TREE
1 42

BEG MED
10+06.25

END MED
9+86.25
Redlands Regular Meeting of 09-20-2022 175 of 359
REV. DATE APP. 12-20-2017 BY
SUB.

DRAWN BY

CHECKED BY

APPROVED BY
DATE
CONTRACT NO.

REVISION SHEET NO.

DRAWING NO.

SCALE
$DATE$ $TIME$$PENTBLL$$PLTDRVL$$FILEL$
$USER$

NOT FOR CONSTRUCTION

SUBMITTAL
100%
P
T
GTE
M
H
RR
equ
pi
9 10
525+50 526+00 526+50
7TH STREET
1"=10'
CR90102

STREET IMPROVEMENT
10 0 10 20
SCALE: 1"=10'
N
CONSTRUCTION NOTES:
> MT
> MT
10' 10'

GRADE CROSSING LAYOUT
12'
15' 12'

EX SBCTA R/W

50 50
50 50
48 34
34 50
48 34
10' 10'

50 50

NOTE:

1. CR90401

SEE SHT
MP 65.76 (9.03)
STA > MT = 525+82.78
STA > 7TH STREET = 9+96.25
CR90401

SEE SHT
CR90401
SEE SHT CR90401

SEE SHT

4.5'

EX CITY R/W

PROP EASEMENT

PROP TCE
2'
2'

24.50' RT
STA 9+81.22

24.50' LT
STA 10+08.25
7TH STREET - MP 65.76 (9.03)
ELEV = 1374.3'

PROP PB LID
ELEV = 1373.9'

PROP PB LID
ELEV = 1377.0'

PROP PB LID
ELEV = 1377.8'

PROP PB LID
15'
ES4011 AND ES4012, WHICHEVER IS APPLICABLE

SHALL COMPLY WITH SCRRA ENGINEERING STANDARDS

PEDESTRIAN FACILITIES AT VEHICLE CROSSINGS
SCRRA ENGINEERING STD ES8300
INSTALL CPUC STD NO. 9 ACTIVE WARNING DEVICE PER
STD ES4201, LAYOUT PER TRACK PLANS

INSTALL PRECAST CONCRETE PANELS PER SCRRA ENGINEERING
ENGINEERING STD ES4201

CONSTRUCT ASPHALT CONCRETE PAVEMENT AND RAMP PER SCRRA
Redlands Regular Meeting of 09-20-2022 176 of 359
REV. DATE APP. 12-20-2017 BY
SUB.

DRAWN BY

CHECKED BY

APPROVED BY
DATE
CONTRACT NO.

REVISION SHEET NO.

DRAWING NO.

SCALE
$DATE$ $TIME$$PENTBLL$$PLTDRVL$$FILEL$
$USER$

NOT FOR CONSTRUCTION

SUBMITTAL
100%
11+00 12+00
LT
1375
RT
1375
CL
1370
CL
1380
RT
1375

EXISTING GRADE FOR TOP OF WEST CURB
8+00 9+00 10+00
(-3.37%)
CL
1380
LT
1375
CL
1370
(1.95%)
LM
1375
LM
1375
LM
1375
LM
1375
9+70.00 EVC
1376.86 TC
1377.38 TC
VC = 30'
G1 = 2.33%
G2 = 1.11%
9+40.00 BVCEND CURB
9+70.00 EVC
1376.43 TC
9+47.501376.57 TC
9+55.001376.68 TC9+55.001376.68 TC
9+62.501376.76 TC
1376.82 TC
9+71.77 GB
9+86.27 GB
9+96.27
10+06.27 GB
10+20.77 GB

0.59%-2.04% -0.00% 1.28%
VC = 30'
G1 = 2.00%
G2 = 0.59%
9+40.00 BVCJOIN EXIST
6" CF1376.83 TC
0" CF1376.53 TC
0" CF1376.53 TC
6" CF1376.72 TC
1376.53 TR525+62.78 (MT)
6" TO 0"

TRANSITION

CURB HEIGHT

14.50'
0" TO 6"

TRANSITION

CURB HEIGHT

14.50'

PROPOSED GRADE FOR TOP OF WEST CURB

EXISTING GRADE UNDER EAST CURB

EXISTING GRADE FOR TOP OF EAST CURB
EXISTING GRADE AT RECORD >
PROPOSED GRADE AT RECORD >
(-1.78%)
9+96.25
1375.46 FS 1375.48 FS
8+97.501375.78 FS
9+15.001376.05 FS
9+32.501376.29 FS
9+50.00 EVC1376.50 FS
9+86.25 GB1376.91 FS
10+06.25 GB1376.90 FS
10+21.00 BVC1376.74 FS
10+31.001376.60 FS
10+41.001376.40 FS10+41.001376.40 FS
10+51.001376.15 FS
10+61.00 PRVC1375.84
10+71.001375.52 FS
10+91.001375.00 FS
11+01.00 EVC1374.81 FS

1.11% -0.00% -1.11%
VC = 70'
VC = 40'
G1 = -1.11% G2 = -3.39%
PVI = 1376.52 @ 10+41.00
G1 = -3.39% G2 = -1.78%

JOIN EXIST

JOIN EXIST
8+80.00 BVC
8+79.00 GB

1.82% (1.80%)
10+81.00 FS1375.24 FS
VC = 40'
PVI = 1375.16 @ 10+81.00
PVI = 1376.11 @ 9+15.00
G1 = 1.82% G2 = 1.11%
1376.90 TR525+82.78(MT)
G1 = -3.39% G2 = -1.78%
PVI = 1375.16 @ 10+81.00
9+47.501377.02 TC
9+55.001377.16 TC9+55.001377.16 TC
9+62.501377.28 TC
9+71.73 GB
9+86.23 GB
9+96.23
10+06.23 GB

1.11%-0.92% -0.00%
0" CF1377.26 TC
6" CF1377.40 TC
6" TO 0"

TRANSITION

CURB HEIGHT

14.50'
1377.26 TR526+02.78 (MT)
0" TO 6"

TRANSITION

CURB HEIGHT

14.50'
0" CF1377.26 TC
10+20.73 GB

1.19%
6" CF1377.43 TC
(-1.65%)
10+62.00 BVC1375.75 TC
10+72.001375.52 TC
10+82.001375.31 TC10+82.001375.31 TC
10+92.001375.11 TC
11+02.00 EVC1374.93 TC
-2.36%
VC = 40'
G1 = -2.36% G2 = -1.71%
PVI = 1375.28 @ 10+82.00
10+35.00 GB
-6.54%

17.08'
CURB

TOP OF EAST

GRADE FOR

PROPOSED
JOIN EXIST(1376.25 FL)3" CF1376.50 TC
6" TO 3"

CURB HEIGHT TRANSITION
VC = 70'
PVI = 1376.78 @ 9+15.00
8+80.00 BVC
8+97.501376.45 TC
9+15.001376.72 TC
9+32.501376.96 TC
9+86.25 GB

1.11%
1377.41 TC
10+31.001377.27 TC
10+41.001377.07 TC10+41.001377.07 TC
10+51.001376.82 TC
10+61.00 PRVC1376.51 TC
10+71.001376.19 TC
10+81.001375.91 TC10+81.001375.91 TC
10+91.001375.67 TC
1376
-1.11%
.15 TC

1.00' RT EC
VC = 40'
PVI = 1376.52 @ 10+41.00
G1 = -1.11% G2 = -3.39%
1377.58 TC1.00' RT
1377.57 TC1.00' RT

EAST MEDIAN CURB

PROPOSED GRADE FOR TOP OF
G1 = 1.82% G2 = 1.11%

OF EAST MEDIAN CURB

EXISTING GRADE FOR TOP
PVI = 1375.16 @ 10+81.00
G1 = -3.39% G2 = -1.78%
9+50.00 EVC1377.17 TC
10+06.25 GB
10+21.00 BVC
1375.59 TC1.00' RT EC10+95.25

OF WEST MEDIAN CURB

EXISTING GRADE FOR TOP
VC = 70'
PVI = 1376.78 @ 9+15.00
8+80.00 BVC
8+97.501376.45 TC
9+15.001376.72 TC
9+32.501376.96 TC
9+50.00 EVC1377.17 TC
9+86.25 GB

1.11%
10+06.25 GB
10+21.00 BVC1377.41 TC
10+31.001377.27 TC
10+41.001377.07 TC10+41.001377.07 TC
10+51.001376.82 TC
10+61.00 PRVC1376.51 TC
10+71.001376.19 TC
10+81.001375.91 TC10+81.001375.91 TC
10+91.001375.67 TC
1376
-1.11%
.15 TC

1.00' LT EC
VC = 40'
PVI = 1376.52 @ 10+41.00
G1 = -1.11% G2 = -3.39%
1377.58 TC1.00' LT
1377.57 TC1.00' LT

WEST MEDIAN CURB

PROPOSED GRADE FOR TOP OF
G1 = 1.82% G2 = 1.11%
1375.59 TC1.00' LT EC10+95.25
PORTION OF 40' VC
PORTION OF 40' VC
CR90201

ROADWAY IMPROVEMENT
HORIZ 1"=20'
PROFILE VERT 1"=4'
7TH STREET - MP 65.76 (9.03)
Redlands Regular Meeting of 09-20-2022 177 of 359
CONSTRUCTION NOTES:
1"=10'
CR90301

ROADWAY IMPROVEMENT

5 21
10 14
CONSTRUCT FULL AC PAVEMENT SECTION, DEPTHS OF AC AND AB PER SHEET CR00005

CONSTRUCT 8" HIGH TYPE A1-8 CURB PER SPPWC STD PLAN NO. 120-2 CONSTRUCT 4" PCC SIDEWALK PER SPPWC STD PLAN NO. 113-2, WIDTH PER PLAN COLD MILL EXISTING PAVEMENT AND CONSTRUCT 2" ASPHALT CONCRETE OVERLAY

SAWCUT EXISTING PAVEMENT
4 3
95% COMPACTED NATIVE MATERIAL
CONSTRUCT STAMPED CONCRETE MEDIAN PAVEMENT, 4" PCC OVER 4" SAND FILL OVER 18 CONSTRUCT 6" HIGH TYPE A2-6 CURB AND GUTTER PER SPPWC STD PLAN NO. 120-2 7TH STREET - MP 65.76 (9.03)
42 INSTALL METAL HAND RAILING PER SPPWC STD 606-4, TYPE PER PLAN 82 INSTALL WALKWAY TURNDOWN SECTION PER DETAIL ON SHEET CR00006 TYPICAL SECTIONS REV. DATE APP. 12-20-2017 BY
SUB.

DRAWN BY

CHECKED BY

APPROVED BY
DATE
CONTRACT NO.

REVISION SHEET NO.

DRAWING NO.

SCALE
$DATE$ $TIME$$PENTBLL$$PLTDRVL$$FILEL$
$USER$

NOT FOR CONSTRUCTION

SUBMITTAL
100%
14 10
14 14
10 14
TO 2.2%
-1.4%
CL
20' 20'
7TH STREET

SOUTH OF CROSSING
CL
27'
20' 20' 6'
MAX
2%
MAX
2%
TO -1.6%
-1.8%
MAX
2%
5 5

21 21
MAX
2%
21 21

5 5
2'
1'
1'
2'
1'
1'
27'
27'
2:1
2:1
2:1
2:1
8+76.00 TO 9+40.00
CL

10 EXISTING GROUND
14 2'
27'
10+35.00 TO 10+95.25
TO -2.2%
-3.1%
TO 1.8%

1.0%
18 18
18 18
3 5
4 7TH STREET

NORTH OF CROSSING
7TH STREET

SOUTH OF CROSSING
1'
2'
CL

10 EXISTING GROUND EXISTING GROUND
14 14
2'
27' 27'
3 4
3 4
1'
2'
1'
2'
6'

EXISTING GROUND
NTS
NTS
NTS
R/W
EX
R/W
EX
R/W
EX
R/W
EX
R/W
EX
R/W
EX
R/W
EX
5 5
42 TYPE C

6.5'
82 42
TYPE C
82 27'
6'
10+06.25 TO 10+35.00
7TH STREET

NORTH OF CROSSING
NTS
14 MAX
2%
5 21
18 6'

EXISTING GROUND
R/W
EX
42 TYPE C
82 27'
20'
TO -1.8%
-2.2%
Redlands Regular Meeting of 09-20-2022 178 of 359
REV. DATE APP. 12-20-2017 BY
SUB.

DRAWN BY

CHECKED BY

APPROVED BY
DATE
CONTRACT NO.

REVISION SHEET NO.

DRAWING NO.

SCALE
$DATE$ $TIME$$PENTBLL$$PLTDRVL$$FILEL$
$USER$

NOT FOR CONSTRUCTION

SUBMITTAL
100%
525+50
A
sph
.
526+00 526+25
CR90401
GRADE CROSSING DETAILS 1"=5'

STREET IMPROVEMENT
5 0 5 10
SCALE: 1"=5'-0"
N

WEST SIDE

EAST SIDE

CURB FACE

GUTTER LIP

CURB FACE

GUTTER LIP

CURB FACE

GUTTER LIP
L=5'

33.50' LT
STA 9+81.28
1377.03 BW

26.00' RT
STA 9+42.00
1376.59 BW

26.50' LT
STA 9+66.00
1376.16 BW

41.00' LT
STA 9+86.29

CURB FACE

GUTTER LIP
45°
5'
6'
45°
5'
1'
5'
45°
> MT
> MT
1377.26 TC

20.00' RT
STA 9+86.23

14.51'
8'

10.55'

13.33'
10'

7.5'

7.5'
1377.64 BW

41.00' RT
STA 9+86.21
1377.64 BW

41.00' RT
STA 10+06.21
1377.49 BW

26.00' RT
STA 10+21.67
1376.44 BW

26.00' LT
STA 10+14.77
3'
3'
CONSTRUCTION NOTES:

L=5'

33.50' RT
STA 9+81.22
1377.71 BW

41.00' RT
STA 9+76.21

1377.56 BW

41.00' RT
STA 10+14.21

1376.17 BW

41.00' LT
STA 10+14.77

EX SBCTA R/W

EX CITY R/W

EX CITY R/W
1377.22 BW

26.00' RT
STA 9+61.21
4'

2.5'

4.95'

2.5'

8.48'
39 40
41 39
40 41
38 39
40 41
38 38
39 40
38 39
40 41

INSTALL AUTOMATED PEDESTRIAN GATE ARM, LENGTH PER PLAN
38 INSTALL METAL HAND RAILING PER SCRRA ENGINEERING STD ES4005 40 3'X3'
40 3'X3'

6'X3'
6'X3'
9'

3.5'
7TH STREET
7TH STREET
6'X3'

9'
6'X3'

2. 1.

SEE ROADWAY LAYOUT SHEET FOR STATIONING.

AND ES4012, WHICHEVER IS APPLICABLE.

COMPLY WITH SCRRA ENGINEERING STANDARDS ES4011

PEDESTRIAN FACILITIES AT VEHICLE CROSSINGS SHALL
NOTES:

L=5'

33.50' RT
STA 10+08.22

PROP EASEMENT
1377.44 BW

27.93' RT
STA 9+63.14
1377.21 BW

26.00' RT
STA 9+60.00
4" CF
1377.08 TC

20.00' RT
STA 9+60.00 6" CF
1377.33 TC

20.00' RT
STA 9+66.00
1377.01 BW

26.00' RT
STA 9+48.00
4" CF
1376.86 TC

20.00' RT
STA 9+48.00
1376.98 BW

26.00' RT
STA 9+40.00

21.21'

21.21'
15'
1376.24 BW

41.00' LT
STA 9+76.29
1376.51 BW

30.74' LT
STA 9+66.00

LAYOUT PER PLAN
INSTALL PEDESTRIAN SWING GATE PER SCRRA ENGINEERING STD ES4002,

DIMENSIONS PER PLAN

INSTALL ADA DETECTABLE WARNING SURFACE (RAISED TRUNCATED DOME),

PROP TCE

JOIN EXIST
(1374.93 TC)

20.00' LT
STA 11+02.00

JOIN EXIST
(1376.50 TC)

20.00' RT
STA 10+35.00

JOIN EXIST
(1376.52 BW)

26.50' LT
STA 9+40.00

JOIN EXIST
(1376.43 TC)

20.00' LT
STA 9+40.00
6" CF
1376.91 TC

20.00' RT
STA 9+42.00
1376.86 TC

20.00' RT
STA 9+40.00
1376.73 GB

22.00' LT
STA 9+60.00
GRADE BREAK LINE (TYP) 2'
1376.51 GB

22.00' LT
STA 9+86.27
1376.56 GB

21.00' LT
STA 10+25.00
1376.53 GB

21.00' LT
STA 10+06.27
6" CF
1376.72 TC

20.00' LT
STA 10+20.77
1376.53 TC

20.00' LT
STA 9+86.27
6" CF
1376.83 TC

20.00' LT
STA 9+71.77
6" CF
1377.40 TC

20.00' RT
STA 9+71.73
6" CF
1377.43 TC

20.00' RT
STA 10+20.73
15'
41 1'
1377.42 FS

25.07' RT
STA 9+66.00
6'
21 PER PLAN
CONSTRUCT 4" PCC SIDEWALK PER SPPWC STD PLAN NO. 113-2, WIDTH 21 7TH STREET - MP 65.76 (9.03)
L=5'

33.50' LT
STA 10+08.27
10'

4.24'

7.07' 7.54'
42 INSTALL METAL HAND RAILING PER SPPWC STD 606-4, TYPE PER PLAN 42 TYPE C
42 TYPE C
0" CF
1376.53 TC

20.00' LT
STA 10+06.27
82 INSTALL WALKWAY TURNDOWN SECTION PER DETAIL ON SHEET CR00006 82 82

BEG TURNDOWN
1376.16 BW

41.00' LT
STA 10+06.29
82 JOIN EXIST
1375.00 BW

END TURNDOWN

25.00' LT
STA 11+02.00

87.23'
10'

13.21'
1'

10.15'
0" CF
1377.26 TC

20.00' RT
STA 10+06.23
82 JOIN EXIST

END TURNDOWN
(1376.62 BW)

26.00' RT
STA 10+35.00
82 BEG TURNDOWN
1377.41 BW

35.79' RT
STA 10+14.71
42 TYPE C

87.23'
Redlands Regular Meeting of 09-20-2022 179 of 359
5865 AVENIDA ENCINAS, #142-B
CARLSBAD, CA 92008PH: 760-602-4290WWW.STCTRAFFIC.COM
San Bernardino County Transportation Authority
HDR2280 Market Street, Suite 100Riverside, CA 92501-2110(951) 320-7300 Redlands Regular Meeting of 09-20-2022 180 of 359
REV. DATE APP. 12-20-2017 BY SUB.

DESIGNED BYDRAWN BYCHECKED BYAPPROVED BYDATE
CONTRACT NO.

REVISION SHEET NO.

DRAWING NO.

SCALE
12/19/20179:18:53AM
p:\pwworking\sac\d0756163\SANBAG-ICS-HALF.tbl
C:\ProgramFiles(x86)\Com m onFiles\InterPlot\IPLOT\bin\iplotdrvm.plt \\OMAP-INPICS01\ICSforPDF\923\883953_53\26495-06-CR93101.DGN OMAP-INPICS01$

NOT FOR CONSTRUCTION

SUBMITTAL
100%
F
R R
R R
O
b
scure
Od
b
scured
A
sph
.Asph
.

Conc
STOP
WWW
541 542 543 544 8 9 10 11
N
CONSTRUCTION NOTES:

REMOVAL NOTES:

EAST

STUART AVENUE

CHURCH STREET
20 0 20 40
SCALE: 1"=20'

CHURCH STREET
5'
5'
> MT
9 '
>
1"=20'
CR93101

ROADWAY IMPROVEMENT
(50' R/W)

2.00' LT8+74.00 BC

2.00' RT8+74.00 EC
1 2

2.00' LT11+10.00 BC

2.00' RT11+10.00 EC
32' 32'
STA > CHURCH STREET = 9+93.35
9'
0 .
5 '
R
PP
0 .
5 '
R
No. R

CURVE DATA
T L
1 2.00 180°00'00" 6.28
2 2.00 180°00'00" 6.28 -- LAYOUT
6'
SWK
1 PROTECT IN PLACE
345

SAWCUT EXISTING PAVEMENT
10 14
16 21
24 CONSTRUCT DRIVEWAY PER SPPWC STD PLAN NO. 110-2, TYPE B 3 4
21 16
10 5
5 10
21 5
4 1
1 5
16 14
3 21
5 16
14 1 REMOVE EXISTING AC PAVEMENT
4 REMOVE EXISTING CURB & GUTTER5 REMOVE EXISTING SIDEWALK 6 10
15 5 15
10 1
1 1
4 5
1 1
10 1
5 4
4 16
24 24
15 15
6 6
49 49 INSTALL SIGNAL HOUSE

REMOVE EXISTING RAILROAD SIGNAL
31 31
31 N0°7'30"W
WV
TREE
MP 66.07 (9.34)STA > MT = 542+26.00
VAULT
1 2
'
5'
5'
32 ' 32
'
(40
'
R/W)
(3
0 '
R/W)

EX CITY R/W

EX CITY R/W
FOR DETAIL ASEE SHT CR93301

SEE ELECPLANS
STA9+62
14 14

PROP EASEMENT
N88
°01
'19
"W
PP
SEE ELEC PLANSSTA 10+44
LPL

DRWYEXIST

EX CITY R/W
JOIN EXISTEND C&G, SWK & PVMTSTA 11+20.00, 32.00' LT
FOR DETAIL BSEE SHT CR93301

EX SBCTA R/W

PROP TCE

PROP TCE
(50' R/W)

EX CITY R/W

PROP SBCTA R/W

4.50' RT APSTA 9+40.00

4.50' LT AP STA 9+40.00

PROP EASEMENT

EX CITY R/W
W=40'
>DRWY
STA9+24

FOR DET (TYP)SEE FENCING PLANS

EX SBCTA R/W

EX CITY R/W

EX CITY R/W
CONSTRUCT 8" HIGH TYPE A1-8 CURB PER SPPWC STD PLAN NO. 120-2

REMOVE/RELOCATE EXISTING POWER POLE PER UTILITY PLANS (BY OTHERS) 2 21
11 REMOVE EXISTING TREE
11 11
1 1
11 2 ADJUST TO GRADE, ITEM PER PLAN
2 8 REMOVE EXISTING POLE/BOLLARD
8 55 INSTALL STREET LIGHT PER CITY OF REDLANDS STD PLAN NO.459 55 55
1 5
(44'R/W)
(44'R/W)
8 TREE
1 12'
CURB
1 1
FH
1 WALL
1 WALL
1 FH
1 PP
1 FH
1 TREE
W=12'> DRWY STA 9+50

4.50' LT APSTA 10+40.00

4.50' RT APSTA 10+40.00
1 JOIN EXISTEND C&G, PVMTSTA 11+20.00, 32.00' RT

PROP TCE
PLANTER 5'
3 30.91'
22 .50
'
1 GUY
3 SWK

FOR DET (TYP)SEE DRAINAGE PLANS
1 CURB
3 4

EX CITY R/W

EX CITY R/W
3 4
> MT

FOR DET (TYP)SEE DRAINAGE PLANS
1 WALL
TREE
1 TREE
1 CHURCH STREET - MP 66.07 (9.34)

MODIFIED
>DRWY, W=24'
STA 10+47
PAD = 1408.3'10'x8'
SEE SIGNAL PLANS FOR DET (TYP)ELEV PER SHEET CR93102PROP PB (TYP) DOT 027248P, CPUC 101 SG-66.07

REMOVE EXISTING DRIVEWAY
COLD MILL EXISTING PAVEMENT AND CONSTRUCT 2" ASPHALT CONCRETE OVERLAYCONSTRUCT 4" PCC SIDEWALK PER SPPWC STD PLAN NO. 113-2, WIDTH PER PLAN 12 REMOVE EXISTING LANDSCAPING AND IRRIGATION
18 REMOVE EXISTING RAIL EQUIPMENT PER SIGNAL PLANS
18 12
25 25 CONSTRUCT DRIVEWAY FOR MAINTENANCE ACCESS PER SCRRA ENGINEERING STD ES4011 CR00006CONSTRUCT FULL AC PAVEMENT SECTION, DEPTHS OF AC AND AB PER SHEET FILL OVER 95% COMPACTED NATIVE MATERIAL CONSTRUCT STAMPED CONCRETE MEDIAN PAVEMENT, 4" PCC OVER 4" SAND 120-2CONSTRUCT 8" HIGH TYPE A2-8 CURB AND GUTTER PER SPPWC STD PLAN NO.

PLAN. SEE GRADING & DRAINAGE PLANS FOR CATCH BASIN INFORMATIONCONSTRUCT LOCAL DEPRESSION PER SPPWC STD PLAN NO. 313-3, CASE PER 77 PROTECTION SURFACE (3" NOMINAL ROCK DIAMETER)CONSTRUCT 5' WIDE X 8' LONG X 6" DEPTH GROUTED ROCK DRAINAGE 77 JOIN EXISTBEG PVMT STA 8+70.00, 6.00' RT
JOIN EXISTBEG C&G, SWK & PVMTSTA 9+00.00, 32.00' RT
JOIN EXISTBEG PVMT STA 8+70.00, 6.00' LT
JOIN EXISTBEG C&G, SWK & PVMTSTA 9+00.00, 32.00' LT
END MED9+83.35
BEG MED10+03.36
CASE F
CASE E

11.5'
JOIN EXISTEND SWKSTA 10+30.00, 43.50' RT
3 Redlands Regular Meeting of 09-20-2022 181 of 359
REV. DATE APP. 12-20-2017 BY SUB.

DESIGNED BYDRAWN BYCHECKED BYAPPROVED BYDATE
CONTRACT NO.

REVISION SHEET NO.

DRAWING NO.

SCALE
12/19/20179:19:32AM
p:\pwworking\sac\d0756163\SANBAG-ICS-HALF.tbl
C:\ProgramFiles(x86)\Com m onFiles\InterPlot\IPLOT\bin\iplotdrvm.plt \\OMAP-INPICS01\ICSforPDF\923\883953_69\26495-06-CR93102.DGN OMAP-INPICS02$

NOT FOR CONSTRUCTION

SUBMITTAL
100%
R R
R R
Conc
no
m
eter
m
eter po
le
;
9 10 11
541
+50 542+00 542+50 543+00 CHURCH STREET
1"=10'
CR93102

ROADWAY IMPROVEMENT
10 0 10 20
SCALE: 1"=10'
N
CONSTRUCTION NOTES:
> MT
> MT
10' 10'

GRADE CROSSING LAYOUT
15'
15'
15'
12'

EX SBCTA R/W

EX SBCTA R/W
34 34
34 34
50 50
50 50
48 50
34 NOTE:

1. ES4011 AND ES4012,WHICHEVER IS APPLICABLE.

SHALL COMPLY WITH SCRRA ENGINEERING STANDARDS

PEDESTRIAN FACILITIES AT VEHICLE CROSSINGS
MP 66.07 (9.34)STA > MT = 542+26.00STA > CHURCH STREET = 9+93.35 CR93401SEE SHT
CR93401SEE SHT

EX CITY R/W

EX CITY R/W
4 .
5 '
4 .
5 '
4 .
5 '
4 .
5 '
4 .
5 '
4 .
5 '

EX CITY R/W PROP TCE

PROP TCE
CR93401SEE SHT

EASEMENTPROP

EASEMENT PROP TCEPROP

PROP EASEMENT

EASEMENTPROP

PROP SBCTA R/W

PROP TCE

PROP TCE
CR93401SEE SHT

36.50' LTSTA 10+07.03

0.00' LTSTA 10+07.03

0.00' LTSTA 9+76.67

36.50' RTSTA 9+76.67
CHURCH STREET - MP 66.07 (9.34)
ELEV = 1408.4'PROP PB LID
ELEV = 1408.4'PROP PB LID
ELEV = 1406.3'PROP PB LID
ELEV = 1406.3'PROP PB LID
48 SCRRA ENGINEERING STD ES8300INSTALL CPUC STD NO. 9 ACTIVE WARNING DEVICE PER ENGINEERING STD ES4201, LAYOUT PER TRACK PLANSINSTALL PRECAST CONCRETE PANELS PER SCRRA SCRRA ENGINEERING STD ES4201CONSTRUCT ASPHALT CONCRETE PAVEMENT AND RAMP PER Redlands Regular Meeting of 09-20-2022 182 of 359
REV. DATE APP. 12-20-2017 BY SUB.

DESIGNED BYDRAWN BYCHECKED BYAPPROVED BYDATE
CONTRACT NO.

REVISION SHEET NO.

DRAWING NO.

SCALE
12/19/20179:18:22AM
p:\pwworking\sac\d0756163\SANBAG-ICS-HALF.tbl
C:\ProgramFiles(x86)\Com m onFiles\InterPlot\IPLOT\bin\iplotdrvm.plt \\OMAP-INPICS01\ICSforPDF\923\883953_54\26495-06-CR93201.DGN OMAP-INPICS02$

NOT FOR CONSTRUCTION

SUBMITTAL
100%
11+00 12+00
LT1405 RT1405 CL1405

EXISTING GRADE FOR TOP OF WEST CURB
PROPOSED GRADE AT RECORD >
EXISTING GRADE AT RECORD >
8+00 9+00 10+00
LM1405
(1.09%)
(0.84%)
9+93.35
(0.29%)
1407.12TR
542+26.00(MT)
(0.43%)
(1.75%)
1406.77 FS
1407.16 FS
9+83.35GB
1407.14 FS
10+03.36GB
1407.51 FS
10+40.00BVC
1407.73FS
10+60.00
1407.99FS
10+80.00
1407.99FS
10+80.00
1408.28FS
11+00.00
1408.62 FS

0.47% -0.07% 1.00%
G1 = 1.00% G2 = 1.77%
VC = 80'
PVI = 1407.91 @ 10+80.00
9+00.00GB

JOINEXIST
11+20.00EVC

JOINEXIST

EXISTING GRADE UNDER EAST MEDIAN CURB
8+72.00GB
1407.33TC
8+98.00GB
1407.48TC
9+25.00GB
9+40.00GB
9+83.51GB

0.20% 0.54% 0.39% 0.47%
1407.54TC

4.50' LT
1407.29TC

2.00' LT
1407.35TC

0.00' LT
8+74.00 BC
1407.74TC

4.50' LT
8+72.00GB
8+74.00GB
1407.47TC
9+00.00GB
1407.63TC
9+25.00GB
9+40.00GB
9+83.18GB

0.34% 0.63% 0.54% 0.47%
1407.35TC

0.00'RT
1407.38TC

2.00'RT
1407.71TC

4.50'RT
1407.91TC

4.50'RT
10+03.20GB
1408.11TC
10+25.00GB
1408.14TC
10+30.00BVC
10+40.00
1408.27TC
10+50.00
1408.48TC
10+70.00
1408.48TC
10+70.00
1408.76TC
10+90.00
11+10.00EVC
11+12.00GB

1.00% 0.50%
G1 = 0.50% G2 = 1.93%
1409.15TC

0.00'RT
1409.11TC

2.00'RTEC
1408.20TC

4.50'RT
1407.90TC

4.50'RT
VC = 80'
PVI = 1408.34 @ 10+70.00
(1.47%)
CL1410 RM1405
10+03.53GB
1407.99TC
10+30.00BVC
10+40.00
1408.20TC
10+50.00
1408.46TC
10+70.00
1408.46TC
10+70.00
1408.77TC
10+90.00
11+10.00EVC
11+12.00GB

0.98%
1409.15TC

0.00' LT
1409.11TC

2.00' LT
1408.09TC

4.50' LT
1407.73TC

4.50' LT
G1 = 0.98% G2 = 1.84%
PVI = 1408.38 @ 10+70.00
VC = 80'

EXISTING GRADE UNDER WEST MEDIAN CURB
RM1410 RT1410 LT1410
LT1410 LT1405 LM1405 CL1410 CL1405 RM1410 RM1405 RT1410 RT1405 -1.91%
1406.37TC
9+65.19GB
9+84.52GB
9+94.53
10+04.54GB
10+23.87GB
10+40.00BVC
1407.44TC
10+60.00
1407.65TC
10+80.00
1407.87TC
10+80.00
1407.87TC
11+00.00
1408.11TC
1408.36TC

0.86% -0.07% 3.79% 1.00%
VC = 80'
G1 = 1.00%
G2 = 1.30%
8" TO 0"

TRANSITION

CURB HEIGHT

19.33'
1406.55TR
541+93.98(MT)
8"CF
1406.93TC
0"CF
1406.56TC
8" TO 0"

TRANSITION

CURB HEIGHT

19.33'
11+20.00EVC

JOINEXIST
9+00.00GB

JOINEXIST
1407.60TC
9+62.84GB
9+82.17GB
9+92.18
10+02.19GB
10+21.52GB
10+40.00BVC
1408.02TC
10+60.00
1407.95TC
10+80.00
1407.95TC
10+80.00
1407.95TC
11+00.00
1408.02TC
1408.16TC

0.75% -1.63% -0.07% 1.89% -0.50%
VC = 80'
G1 = -0.50%
G2 = 0.86%
1407.75TR
542+58.02(MT)
8" TO 0"

TRANSITION

CURB HEIGHT

19.33'
8" TO 0"

TRANSITION

CURB HEIGHT

19.33'
0"CF
1407.76TC
8"CF
1408.07TC
0"CF
1407.74TC
8"CF
1408.11TC
LM1410
LM1410
9+00.00GB

ENDCURB
11+20.00EVC

JOINEXIST

PROPOSED GRADE FOR TOP OF WEST CURB

PROPOSED GRADE FOR TOP OF WEST MEDIAN CURB

PROPOSED GRADE FOR TOP OF EAST MEDIAN CURB

PROPOSED GRADE FOR TOP OF EAST CURB

EXISTING GRADE FOR TOP OF EAST CURB

EXISTING GRADE UNDER EAST CURB
0"CF
1406.55TC
8"CF
1407.28TC
CR93201

ROADWAY IMPROVEMENT
HORIZ 1"=20'
PROFILE VERT 1"=4'
CHURCH STREET - MP 66.07 (9.34)
Redlands Regular Meeting of 09-20-2022 183 of 359
TO 1.9%
-3.8%
CL
TO -1.9% -3.1%

CHURCH STREET

NORTH OF CROSSING
44'
32' 32'
32'
44'
12'
6'
12'
VAR 2'
TO 4.5' TO 4.5'
VAR 2'

CHURCH STREET

SOUTH OF CROSSING
TO -1.9% -3.2%
30'
MAX
2%
MAX
2%
MAX
2%
32'
12'
5 5
21 14 14
16 16
10 21 21
16 16
5 5
14 14
10 2:1
2:1
2:1
2:1
2:1
2:1

IT OCCURS

MEDIAN WHERE
TO 1.9%

0.8%

PLANTEREXIST

SWKEXIST
R/W
CITY
EX

EASEMENT
PROP
8'
40'
CL

IT OCCURS

MEDIAN WHERE
TO 9'
VAR 4'
TO 9'
VAR 4'
R/W
EX
R/W
EX
R/W
EX
CONSTRUCTION NOTES:
1"=10'
CR93301

ROADWAY IMPROVEMENT

TYPICAL SECTION & CONSTRUCTION DETAILS
W=40'
9+24.00
5 .67
'
6 .33
'
8" CF1406.78 TC32.00' LT9+48.00
2%
5 .
67 '
6 .
3 3
'
W=24'
10+47.00
1407.00 FS37.67' LT10+35.00
1407.58 FS37.67' LT10+59.00
12 '
1406.52 FS37.67' LT9+04.00
JOIN EXIST1406.50 FS49.00' LT9+00.00
5 CONSTRUCT FULL AC PAVEMENT SECTION, DEPTHS OF AC AND AB PER SHEET CR00005 10 14
16 21 CONSTRUCT 4" PCC SIDEWALK PER SPPWC STD PLAN NO. 113-2, WIDTH PER PLAN 5 1406.98 BW

44.00' LT9+43.40
N
N
8" CF1407.35 TC32.00' LT10+31.00
8" CF1407.68 TC32.00' LT10+63.00
1406.62 BW44.00' LT10+26.80
1407.99 GB44.00' LT10+69.00
1406.37 BW44.00' LT10+21.35
STA 9+24.00

DETAIL A

DETAIL B
CONSTRUCT 8" HIGH TYPE A1-8 CURB PER SPPWC STD PLAN NO. 120-2CONSTRUCT 8" HIGH TYPE A2-8 CURB AND GUTTER PER SPPWC STD PLAN NO. 120-2 34 SAWCUT EXISTING PAVEMENTCOLD MILL EXISTING PAVEMENT AND CONSTRUCT 2" ASPHALT CONCRETE OVERLAY 3 4
21 21
3 4
5 24 24 CONSTRUCT DRIVEWAY PER SPPWC STD PLAN NO. 110-2, TYPE B 16 16
2 ADJUST TO GRADE, ITEM PER PLAN
2 24
COMPACTED NATIVE MATERIAL CONSTRUCT STAMPED CONCRETE MEDIAN PAVEMENT, 4" PCC OVER 4" SAND FILL OVER 95% STA 10+47.00
MAX 2%
JOIN EXIST(1406.69 BW)44.00' LT9+00.00
JOIN EXIST8" CF(1406.41 TC)32.00' LT9+00.00
1406.86 FS37.67' LT9+44.00
JOIN EXIST(1406.72 FS)49.00' LT9+43.40
1406.83 GB34.00' LT9+46.59
MAX 0.5
%
2%
1407.05 GB34.00' LT10+32.41
1406.50 GB34.00' LT10+21.35
JOIN EXIST(1407.13 FS)49.00' LT10+26.80
1407.03 GB44.00' LT10+35.00
JOIN EXIST(1407.71 FS)49.00' LT10+59.31
JOIN EXIST(1407.72 FS)44.00' LT10+59.31
5% MAX
16 CHURCH STREET - MP 66.07 (9.34)
VAULT
1 PROTECT IN PLACE
1 GRATE INLETEXIST
REV. DATE APP. 12-20-2017 BY SUB.

DESIGNED BYDRAWN BYCHECKED BYAPPROVED BYDATE
CONTRACT NO.

REVISION SHEET NO.

DRAWING NO.

SCALE
12/19/20179:19:36AM
p:\pwworking\sac\d0756163\SANBAG-ICS-HALF.tbl
C:\ProgramFiles(x86)\Com m onFiles\InterPlot\IPLOT\bin\iplotdrvm.plt \\OMAP-INPICS01\ICSforPDF\923\883953_68\26495-06-CR93301.DGN OMAP-INPICS01$

NOT FOR CONSTRUCTION

SUBMITTAL
100%
Redlands Regular Meeting of 09-20-2022 184 of 359
REV. DATE APP. 12-20-2017 BY SUB.

DESIGNED BYDRAWN BYCHECKED BYAPPROVED BYDATE
CONTRACT NO.

REVISION SHEET NO.

DRAWING NO.

SCALE
12/19/20179:20:40AM
p:\pwworking\sac\d0756163\SANBAG-ICS-HALF.tbl
C:\ProgramFiles(x86)\Com m onFiles\InterPlot\IPLOT\bin\iplotdrvm.plt \\OMAP-INPICS01\ICSforPDF\923\883953_270\26495-06-CR93401.DGN OMAP-INPICS01$

NOT FOR CONSTRUCTION

SUBMITTAL
100%
R R
541
+75 542+00
R R
542+50 542+75
CR93401
GRADE CROSSING DETAILS 1"=5'

ROADWAY IMPROVEMENT
N
5 0 5 10
SCALE: 1"=5'-0"

WEST SIDE

EAST SIDE

CURB FACE

GUTTER LIP

CURB FACE

GUTTER LIP

CURB FACE

GUTTER LIP
L=5'45.50' LT STA 9+79.74
1406.55 TC32.00' LT STA 10+04.54
1408.19 BW53.00' RT STA 10+11.45

CURB FACE GUTTER LIP
45°

4. 95'
5'
5'

2.5'
45°
4 .95'
5'
1'

2.5'
21 .22'
10'

10.04'

12. 07'
10'

13.77' 7.05'
12 .73'
7 .
5 '
7 .
5 '
7 .
5 '
7 .
5 '
1406.28 BW53.00' LT STA 9+71.52
1406.45 BW44.00' LT STA 9+71.52
> MT
> MT
45°
4 .95'
5'
1'

2.5'
45°
5'

4. 95'
5'
1407.84 BW38.00' RT STA 9+56.40
1408.14 BW53.00' RT STA 10+01.41
1406.15 BW53.00' LT STA 10+05.31
1406.19 BW53.00' LT STA 10+12.35

2.5'
CONSTRUCTION NOTES:
1406.17 BW53.00' LT STA 9+85.29
3'X3'
3'X3'
L=5'45.50' RT STA 10+06.93
3'X3'
L=5'45.50' RT STA 9+76.67
1408.14 BW43.50' RT STA 10+19.98
1406.37 BW44.00' LT STA 10+21.35
1406.56 TC32.00' LT STA 9+84.52
1407.74 TC32.00' RT STA 10+02.20
1408.06 TC32.00' RT STA 10+30.00
1407.76 TC32.00' RT STA 9+82.17
1408.15 BW53.00' RT STA 9+81.40

EX SBCTA R/W

EX SBCTA R/W EX SBCTA R/W

EX CITY R/W
39 41
38 40
41 39
40 40
40 40
39 41
41 38
39 40
40 38
3839
40 41
38 INSTALL METAL HAND RAILING PER SCRRA ENGINEERING STD ES4005

2.1. SEE ROADWAY LAYOUT SHEET FOR STATIONING.AND ES4012, WHICHEVER IS APPLICABLE.COMPLY WITH SCRRA ENGINEERING STANDARDS ES4011PEDESTRIAN FACILITIES AT VEHICLE CROSSINGS SHALL NOTES:
6'X3'
6'X3'

CHURCH STREET

CHURCH STREET
6'X3'
1408.07 BW44.50' RT STA 10+19.98
6'X3'
9'
9'
3 '
3 '

PROP TCE

PROP EASEMENT

PROP SBCTA R/W

EX CITY R/W

PROP EASEMENT

PROP TCE

EX CITY R/W
9 '
1406.52 GB34.00' LT STA 9+84.60
1406.83 GB34.00' LT STA 9+46.59
1406.51 GB34.00' LT STA 10+04.61
1407.03 BW44.00' LT STA 10+35.00
1407.00 FS37.67' LT STA 10+35.00
1406.50 GB34.00' LT STA 10+21.35
1407.05 GB34.00' LT STA 10+32.41
JOIN EXIST(1407.95 BW)43.50' RT
1408.17 BW STA 10+30.0039.76' RT STA 9+58.17
8" CF1408.06 TC32.00' RT STA 9+61.00
4" CF1407.69 TC32.00' RT STA 9+56.00
1407.81 BW38.00' RT STA 9+56.00
1408.01 BW38.00' RT STA 9+39.00
1407.72 BW38.00' RT STA 9+44.00
4" CF1407.60 TC32.00' RT STA 9+44.00
8" CF1407.89 TC32.00' RT STA 9+39.00
JOIN EXIST(1407.88 FS)39.00' RT STA 10+30.00
1408.20 BW53.00' RT STA 9+71.40
8" CF1407.28 TC32.00' LT STA 10+23.87
8" CF1406.93 TC32.00' LT STA 9+65.19
8" CF1408.11 TC32.00' RT STA 10+21.52
8" CF1408.07 TC32.00' RT STA 9+62.84
L=5'45.50' LT STA 10+07.03

EASEMENTPROP

LINE (TYP)GRADE BREAK
1408.13 FS36.93' RT STA 9+61.00
CHURCH STREET - MP 66.07 (9.34)
GATE ARM PER SCRRA ENGINEERING STD ES8300, LENGTH PER PLANINSTALL CPUC STD NO. 9 PEDESTRIAN AUTOMATIC WARNING DEVICE WITH LAYOUT PER PLANINSTALL PEDESTRIAN SWING GATE PER SCRRA ENGINEERING STD ES4002, DIMENSIONS PER PLANINSTALL ADA DETECTABLE WARNING SURFACE (RAISED TRUNCATED DOME),

PROP EASEMENT

EX CITY R/W
11 .
5 '
Redlands Regular Meeting of 09-20-2022 185 of 359
5865 AVENIDA ENCINAS, #142-B
CARLSBAD, CA 92008PH: 760-602-4290WWW.STCTRAFFIC.COM
San Bernardino County Transportation Authority
HDR2280 Market Street, Suite 100Riverside, CA 92501-2110(951) 320-7300 Redlands Regular Meeting of 09-20-2022 186 of 359
REV. DATE APP. 5-18-2018 BY SUB.

DESIGNED BYDRAWN BYCHECKED BYAPPROVED BYDATE
CONTRACT NO.

REVISION SHEET NO.

DRAWING NO.

SCALE
5/24/2018 10:15:33 AM
p:\pwworking\sac\d0756163\SANBAG-ICS-HALF.tbl
C:\Program Files (x86)\Com m on Files\InterPlot\IPLOT\bin\iplotdrvm .plt \\OMAP-INPICS01\ICSforPDF\2278\883953_48\26495-06-CR98101.DGN OMAP-INPICS02$

ESSI AL
ER E

NE IG N

ER G SI

D RET E
T TA E
S

OF CALIFORNIA
Exp. 12/31/19
GN SO
HENG
SNIAJ J. KUO
J. BROWN
W
W
W
W
M
STOP
STOP
R R
Obscured
Obscured
Obscured
Obscured
Asph.

Asph.

Conc
Conc
R R
WM
WM
W W
562 563 564 565
562
563 564 565
7 8 9 10 11 12
20 21
19 N
CONSTRUCTION NOTES:

REMOVAL NOTES:

NORTH

UNIVERSITY
STREET

NORTH UNIVERSITY
STREET
32'
9'
5'
2'
32'5'
5'
STA > NORTH UNIVERSITY STREET = 9+81.49
(30'R/W)
20 0 20 40
SCALE: 1"=20'
1"=20'
CR98101

ROADWAY IMPROVEMENT
23'
No.

CURVE DATA
T
L
1 4.50 180°00'00" 14.14
2 4.50 180°00'00" 14.14

MHSEWER
FH

4.50' LT9+57.47 BC

4.50' RT9+57.47 EC
1 0.5'R

0.5'RMH
SEWER

MHSEWER
2 4.50' RT11+20.00 EC

4.50' LT11+20.00 BC

29.50'
(44' R/W)
-- LAYOUT
(44'R/W)
15'

EX SBCTA R/W

EX CITY R/W

EX CITY R/W
> MT-1

PROTECT IN PLACE
345

SAWCUT EXISTING PAVEMENT
10 14
16 24
26 4
3 2
16 5
10 1
24 21
21 5
4 3
21 26
16 4
3 5
5 14
10 21
21 16
5 4
3 16 1
14 24
1 REMOVE EXISTING AC PAVEMENT
4 REMOVE EXISTING CURB & GUTTER5 REMOVE EXISTING SIDEWALK 6 10
11 REMOVE EXISTING TREE
15 4
1 4
1 10
15 1
4 10
15 1
1 1
1 4
2 ADJUST TO GRADE, ITEM PER PLAN
16 1
15 2
2 6
6 49
49 INSTALL SIGNAL HOUSE
1 REMOVE EXISTING RAILROAD SIGNAL
11 N0°13'41"W
1 1
FH
STA > NORTH UNIVERSITY STREET = 10+00.00STA > MT = 563+57.85MP 66.48 (9.75) 5'
1 TREE
1 TREE
TREE
1 TREE
1 MP 66.48 (9.75)STA > MT-2 = 563+58.12
3 18°32'42"4 17°40'38" 3.09
90°00'00" 15.71
6 31.88
7 99°10'11" 43.278 33.189 72°19'22" 44.185
150.00

10.00 10.00
220.00

25.00 229.00

35.00 8°18'08"8°18'08"

24.49 1.55

10.00 15.97

29.36 16.6225.58

48.55 9
5 4
3 7
8 6
S81°03'49"E
20+77.20BC
21+09.08EC
18+53.33BC
19+01.88EC
S89°21'57"E
AVENUE

EAST PARK
> MT-2

60.58'
PP
SEE ELEC PLANSSTA 9+45
PP
AVENUE

EAST PARK
PP

EX CITY R/W

PROP TCE

PROP EASEMENT
5'
4 3 14
WM
9'
> MT-1
> MT-2

PROP SBCTA R/W

EX SBCTA R/W

PROP TCE
(69.5'R/W)
WV
WV
15 WV
14 JOIN EXIST END PVMTSTA 11+50.00, 28.40' RT
5'
3 4
TREE
1 19
3 27
44 INSTALL NON-REMOVABLE BOLLARDS PER SHEET CR00006
44 55
55 18
18 11
8 24
8 2
15 8
8 8
24 3
2 2
4 4
24 2
24 8 REMOVE EXISTING POLE/BOLLARD
24 REMOVE AND SALVAGE EXISTING SIGN
(30' R/W)
BEG SWK, JOIN EXISTSTA 9+08.00, 39.00' LT
END PVMT, JOIN EXISTSTA 18+40.00, 11.50' LT
END PVMT, JOIN EXISTSTA 18+40.00, 11.50' RT
JOIN EXISTEND C&G, PVMTSTA 11+50.00, 34.00' LT
6" AB8" PCC

MODIFIED
> DRWY, W=18'
STA 9+40.00
DOT 027250R, CPUC 101 SG-66.48
PAD = 1445.8'10'x8'
JOIN EXISTBEG C&G, PVMTSTA 8+40.00, 32.00' LT
END MED9+71.49
BEG MED10+10.00

REMOVE EXISTING DRIVEWAY
1 6
1 6 1 6
6 27
56 CONSTRUCT PCC PAVEMENT PER PLAN
56 REDLANDS STD PLAN NO.459INSTALL STREET LIGHT PER CITY OF OVER 4" SAND FILL OVER 95% COMPACTED NATIVE MATERIAL CONSTRUCT STAMPED CONCRETE MEDIAN PAVEMENT, 4" PCC ENGINEERING STD ES4001, DETAIL BCONSTRUCT 8" AC PAVEMENT WITH GLASS GRID PER SCRRA AB PER SHEET CR00006CONSTRUCT FULL AC PAVEMENT SECTION, DEPTHS OF AC AND STD PLAN NO. 120-2CONSTRUCT 8" HIGH TYPE A2-8 CURB AND GUTTER PER SPPWC STD PLAN NO. 120-2CONSTRUCT 6" HIGH TYPE A3-6 CURB AND GUTTER PER SPPWC 113-2, WIDTH PER PLANCONSTRUCT 4" PCC SIDEWALK PER SPPWC STD PLAN NO.

SIGNAL PLANSREMOVE EXISTING RAIL EQUIPMENT PER
CASE B, TYPE 1CONSTRUCT CURB RAMP PER SPPWC STD PLAN NO. 111-5, CASE A, TYPE 1CONSTRUCT CURB RAMP PER SPPWC STD PLAN NO. 111-5, TYPE BCONSTRUCT DRIVEWAY PER SPPWC STD PLAN NO. 110-2, NO. 120-2CONSTRUCT 8" HIGH TYPE A1-8 CURB PER SPPWC STD PLAN 19 PROP SBCTA R/W
SEE SIGNAL PLANS FOR DET (TYP)ELEV PER SHEET CR98101 AND CR98102PROP PB (TYP)

11.50' LT19+42.40ECR

EASEMENTPROP
11 1
TREE
N. UNIVERSITY STREET - MP 66.48 (9.75)
VACAIR
WM
2 WM
2 SIGN
1 SEE FENCING PLANS
BEG SWK32.00' RTSTA 9+16.00
SEE SHT CR98301

DETAIL B
SEE SHT CR98301DETAIL A
2 VAULT
3 2
TCE

DRAIN PROP GRADE TO
> DRWY, W=16'STA 9+29.00
CR98301SEE SHT DETAIL C
N72°05'21"E

29.33' LT, MT-1565+05.47,11.50'LT =STA 21+49.37,

SEE STATION PLANS
6" AB8" AC

TCEPROP
3 TOTAL
4"X12"OPENINGCUT CURB32.00' RTSTA 8+90.00 JOIN EXIST
BEG C&G, PVMTSTA 8+40.00, 32.00' RT

EASEMENTPROP
(NORTH UNIVERSITY STREET)INT 10+54.29
= 20+00 (EAST PARK AVENUE)
(NORTH UNIVERSITY STREET)INT 10+60.00
= 20+00 (EAST PARK AVENUE)

34.00'LT10+86.81 BCR

PLANS SEE UTLITY

9.59' RT20+94.72 BC

SEE UTILITY DISPOSITION PLANSREMOVE/RELOCATE EXISTING POWER POLE,

0.12' ASPHALT CONCRETE OVERLAYCOLD MILL 0.12' EXISTING PAVEMENT AND CONSTRUCT 19 56

23.50'

18.50'
19 LOOP DETECTORS IN KINDREMOVE AND REPLACE
Redlands Regular Meeting of 09-20-2022 187 of 359
REV. DATE APP. 5-18-2018 BY SUB.

DESIGNED BYDRAWN BYCHECKED BYAPPROVED BYDATE
CONTRACT NO.

REVISION SHEET NO.

DRAWING NO.

SCALE
5/24/2018 10:16:15AM
p:\pwworking\sac\d0756163\SANBAG-ICS-HALF.tbl
C:\ProgramFiles(x86)\Com m onFiles\InterPlot\IPLOT\bin\iplotdrvm.plt \\OMAP-INPICS01\ICSforPDF\2278\883953_114\26495-06-CR98102.DGN OMAP-INPICS02$

REDLANDS PASSENGER RAIL PROJECT
R. KLOVSKY
San Bernardino County Transportation Authority
2280 Market Street, Suite 100Riverside, CA 92501-2110(951) 320-7300HDR 17-1001705
J. SONG
No. 71849
CIVIL

RO P F ON ESSI AL
ER E
NE
IG N
ER G
SI

D RET E
T
TA E
S

OF CALIFORNIA
Exp. 12/31/19
GN SO HENG SNIAJ J. KUO
J. BROWN
M
STOP
STOP
R R
Conc
R R
W
M
W
stum
p
p
a
ml
W
WW
9 10 11
20 563+00
563+50 564+00 564+50
563+00
563+50 564+00
564+50

NORTH UNIVERSITY STREET
1"=10'
CR98102

ROADWAY IMPROVEMENT
10 0 10 20
SCALE: 1"=10'
N
> MT-2
> MT-1
CONSTRUCTION NOTES:

STA > MT-2 = 563+58.12STA > NORTH UNIVERSITY STREET = 9+81.49 > MT-2
> MT-1

GRADE CROSSING LAYOUT
15' 15.55'

15.50'
15'

20.29'
34 34
34 36 34
36 50
50 50
5048
NOTES:

MP 66.48 (9.75)STA > MT-1 = 563+57.85STA > NORTH UNIVERSITY STREET = 10+00.00 = 20+00.00 (EAST PARK AVENUE)= INT 10+60.00 (NORTH UNIVERSITY STREET) 6 ENGINEERING STD ES4001, DETAIL BCONSTRUCT 8" AC PAVEMENT WITH GLASS GRID PER SCRRA 6 CR98401SEE SHT
EAST
PARK
AVENUE
EAST
PARK
AVENUE CR98401 SEE SHT
CR98401 SEE SHT
CR98401SEE SHT

EXIST SBCTA R/W

PROP TCE

PROP EASEMENT

PROP TCE

PROP EASEMENT

EASEMENTPROP

PROP TCE

PROP EASEMENT

PROP SBCTA R/W

EX SBCTA R/W

PROP TCE

EX CITY R/W

PROP SBCTA R/W

EX SBCTA R/W

EX CITY R/W

EX CITY R/W
4 .
5 '
4 .
5 '
4 .
5 '
4 .
5 '

36.50' LTSTA 10+15.55

36.50' LTSTA 9+66.50

36.50' RTSTA 9+60.50
6 6
(TYPICAL)SEE NOTE 2
GLASS GRID PVMT SECTIONSTA 9+67 BEGIN
1443.7'ELEV = LIDPROP PB
1443.3'ELEV = LIDPROP PB
1444.5'ELEV = LIDPROP PB

1. ENGINEERING STANDARDS ES4001 AND ES8405.

2. INSTALL VEHICLE DETECTION LOOPS PER SCRRA3. PROTECT UTILITY - USE SHALLOW FOUNDATION.

ES4011 AND ES4012, WHICHEVER IS APPLICABLE.SHALL COMPLY WITH SCRRA ENGINEERING STANDARDSPEDESTRIAN FACILITIES AT VEHICLE CROSSINGS 34 36
48 50
ENGINEERING STD ES8300INSTALL CPUC STD NO. 9 ACTIVE WARNING DEVICE PER SCRRA ENGINEERING STD ES8300INSTALL CPUC STD NO. 9E ACTIVE WARNING DEVICE PER SCRRA ES4201, LAYOUT PER TRACK PLANSINSTALL PRECAST CONCRETE PANELS PER SCRRA ENGINEERING STD ENGINEERING STD ES4201CONSTRUCT ASPHALT CONCRETE PAVEMENT AND RAMP PER SCRRA N. UNIVERSITY STREET - MP 66.48 (9.75)
SEE NOTE 30.00' LTSTA 9+66.50
SEE NOTE 30.00' LTSTA 9+60.50
15'
SEE NOTE 30.00' LTSTA 10+15.55
GLASS GRID PVMT SECTIONSTA 10+15 END
= 20+00.00 (EAST PARK AVENUE)= INT 10+54.29 (NORTH UNIVERSITY STREET)

18.5'

18.5'
Redlands Regular Meeting of 09-20-2022 188 of 359
CR98201

ROADWAY IMPROVEMENT
HORIZ 1"=20'
PROFILE VERT 1"=4'
N. UNIVERSITY - MP 66.48 (9.75)
REV. DATE APP. 5-18-2018 BY SUB.

DESIGNED BYDRAWN BYCHECKED BYAPPROVED BYDATE
CONTRACT NO.

REVISION SHEET NO.

DRAWING NO.

SCALE
5/24/2018 10:14:23AM
p:\pwworking\sac\d0756163\SANBAG-ICS-HALF.tbl
C:\ProgramFiles(x86)\Com m onFiles\InterPlot\IPLOT\bin\iplotdrvm.plt \\OMAP-INPICS01\ICSforPDF\2278\883953_49\26495-06-CR98201.DGN OMAP-INPICS02$

REDLANDS PASSENGER RAIL PROJECT
R. KLOVSKY
San Bernardino County Transportation Authority
2280 Market Street, Suite 100Riverside, CA 92501-2110(951) 320-7300HDR 17-1001705
J. SONG
No. 71849
CIVIL

RO P F ON ESSI AL
ER E
NE
IG N
ER G
SI

D RET E
T
TA E
S

OF CALIFORNIA
Exp. 12/31/19
GN SO HENG SNIAJ J. KUO
J. BROWN
CL1450
11+00 12+00
LT1445 RT1450 CL1440
8+00
8+40.00GB
9+71.49GB
1445.30 FS
10+10.00GB
1445.29 FS

0.66%
-0.02% 0.70%
9+81.49

JOINEXIST
EXISTING GRADE AT RECORD >
PROPOSED GRADE AT RECORD >
LM1445 RM1445
1445.60 FS
INT 10+54.29
1445.63 FS
INT 10+60.00
(-0.33%)
10+10.48GB
1445.06TC
1444.98TC
1445.07TC
1445.38TC
1445.39TC
1445.30TC
1445.19TC

2.29%
LC = 44.18'
/4
10+86.81ECR
BCR 19+42.40-11.50'LT
/4
LC=15.71'
10+20.85GB
1445.05TC(6"CF)
1445.14TC(8"CF)
ECR 19+51.13-15.02'RT
1444.90TC
0"CF
1444.81TC
1445.29TR
563+57.85(MT-1)
10+00.00
1445.30TR
563+58.12(MT-2)
-0.20%
G1 = 0.70% G2 = -0.60%
PVI = 1445.92 @ 11+00.00
VC = 100'
1445.73 FS
11+25.00
1445.70 FS
10+75.00
1445.76 FS
11+00.00
1445.57 FS
10+50.00BVC
11+50.00EVC

JOINEXIST
1444.81TR
563+25.84(MT-1)
10+00.48
1444.82TR
563+26.12(MT-2)
9+81.98
-0.02%
11+50.00GB

JOINEXIST
= 20+00(EPARK AVE)
= 20+00(WPARK AVE)
9+57.47 BC
9+52.97GB
9+71.56GB
10+10.07GB
1446.16TC
10+50.00GB
1446.31TC
11+00.00GB
11+24.50GB

0.68% 0.68% 0.30% 0.13%
1445.85TC

0.00' LT
1445.90TC

4.50' LT
1445.89TC

4.50' LT
1446.40TC

0.00' LT
11+20.00 BC
1445.80TC
1446.34TC
9+52.97GB
1445.93TC
9+71.43GB
10+09.93GB
1446.30TC
10+50.00GB
1446.44TC
11+00.00GB
1446.46TC
11+24.50GB

0.75% 0.68% 0.29% 0.10%
1445.85TC

0.00'RT
9+57.47EC
1446.04TC

4.50'RT
1446.03TC

4.50'RT
1446.40TC

0.00'RT
11+20.00EC
(-0.10%)
(0.37%) CL
1445 RT1445
RT1445 RT1450 RM1445 CL1440 CL1445 CL1450 LM1445 LT1445

PROPOSED GRADE AT TOP OF WEST MEDIAN CURB

PROPOSED GRADE AT TOP OF EAST MEDIAN CURB
(0.32%)
PROPOSED GRADE AT 6" CURB
10+00
9+71.97GB
0"CF
1444.82TC

PROPOSED FL
8+54.00GB
1443.78TC
8+60.00BVC
1443.81TC
8+67.50
1443.86TC
8+75.00
1443.94TC
8+75.00
1443.94TC
8+82.50
1444.06TC
8+90.00PRVC
1444.20TC
9+02.50
1444.45TC
9+15.00
1444.67TC
9+15.00
1444.67TC
9+27.50
1444.85TC

0.50%
G1 = 0.50%
G2 = 2.13%
G1 = 2.13%
G2 = 1.08%
VC = 30'
9+40.00EVC
PVI=1443.88 @8+75 PVI=1444.73 @9+15.00
6" TO 0"

TRANSITION

CURB HEIGHT

14.5'
-1.73%
9+28.00
9+18.00
8"CF
1444.72TC
6"CF
1444.69TC
6"CF
1445.07TC
9+57.47EVC
8" TO 6"

TRANSITION

CURB HEIGHT
10'
1445.00
9+40.00
6"CF
1444.80TC

1.50%

EXISTING GRADE AT TOP OF WEST CURB

PROPOSED GRADE AT TOP OF WEST CURB
AT 8" CURB
VC = 50'

EXISTING GRADE AT EAST MEDIAN CURB

EXISTING GRADE AT WEST MEDIAN CURB
(1445.06TC)
(1444.43 FS)
(1445.62 FS)
10+09.51GB
1445.78TC
1445.87TC
1445.96TC
1446.05TC
1446.17TC
10+10.79 BCR
LC = 43.27'
/4

EXISTING GRADE FOR TOP OF EAST CURB
0"CF
1445.77TC
ECR 20+63.20-8.86'RT
1445.77TR
563+89.85(MT-1)
9+99.51
9+81.01
1445.78TR
563+90.13(MT-2)
9+71.01GB
-0.02%
G1 = 0.50% G2 = 1.80% G1 = 1.80% G2 = 1.11%
VC = 50'
0"CF
1445.78TC
(0.08%)

PROPOSED GRADE FOR TOP OF EAST CURB
6" TO 0"

TRANSITION

CURB HEIGHT

14.50'
8+40.00BVC
8+52.50
1444.55TC
8+65.00
1444.67TC
8+77.50
1444.84TC
8+90.00PRVC
1445.04TC
9+02.50
1445.26TC
9+15.00
6"CF
1445.45TC
9+27.50
6"CF
1445.62TC
9+56.51GB

1.11% -1.19%
VC = 50'
6"CF
1445.77TC
9+40.00EVC

JOINEXIST
(1444.47TC)
PVI = 1444.59 @ 8+65.00 PVI = 1445.49 @ 9+15.00
6"CF
1445.95TC

12.5' CURB TRANSITION 8" TO 6"
Redlands Regular Meeting of 09-20-2022 189 of 359
REV. DATE APP. 5-18-2018 BY SUB.

DESIGNED BYDRAWN BYCHECKED BYAPPROVED BYDATE
CONTRACT NO.

REVISION SHEET NO.

DRAWING NO.

SCALE
5/24/2018 10:16:37AM
p:\pwworking\sac\d0756163\SANBAG-ICS-HALF.tbl
C:\ProgramFiles(x86)\Com m onFiles\InterPlot\IPLOT\bin\iplotdrvm.plt \\OMAP-INPICS01\ICSforPDF\2278\883953_115\26495-06-CR98202.DGN OMAP-INPICS02$

REDLANDS PASSENGER RAIL PROJECT
R. KLOVSKY
San Bernardino County Transportation Authority
2280 Market Street, Suite 100Riverside, CA 92501-2110(951) 320-7300HDR 17-1001705
J. SONG
No. 71849
CIVIL

RO P F ON ESSI AL
ER E
NE
IG N
ER G
SI

D RET E
T
TA E
S

OF CALIFORNIA
Exp. 12/31/19
GN SO HENG SNIAJ J. KUO
J. BROWN
PROPOSED GRADE AT >
EXISTING GRADE AT >
20+80.00EVC
1445.62 FS
G2 = 1.33% G1 = -1.29%
1445.60 FS

1.33%
21+77.00GB
1446.91 FS
20+00.00GB

PARK AVEEAST
(1.0%)
(2.5%)
EXISTING GRADE AT TOP OF NORTH CURB 1440
.97TC
1441.53TC
1443.39TC
1445.07TC

4.20%

4.15%
LC = 44.83'
18+40.00-11.50'LT
18+53.33-11.50'LT BC
19+01.88-11.50'LTEC

3.83%
ECR 19+42.40-11.50'LT

EXISTING GRADE AT TOP OF SOUTH CURB
1443.92TC
1444.63TC
1444.69TC
1444.90TC

2.55%

1.94% 2.19%

JOINEXIST
18+40.00-11.50'RT
1442.61TC
18+53.33-11.50'RT BC
19+01.88-11.50'RTEC
19+38.53-11.50'RT BC
19+41.56-11.97'RTEC
19+51.13-15.02'RTECR
LC = 3.09'
LC = 52.27'

2.70%
(3.5%)
LC = 33.32'
1446.17TC
1446.50TC
1446.65TC
1446.83TC
1447.36TC

1.05% 0.94% 1.09%
20 2.27%+94.65-9.58'RT BC
21+10.59-10.90'RTGB
21+27.24-11.50'RTEC
21+50.54-11.50'RTEP
20+63.20-8.86'RTECR
18+40.00GB
1441.47 FS
18+60.00BVC
1442.03 FS
19+60.00EVC
1444.65 FS
1445.63 FS

2.80%

2.44%
G2 = 2.44% G1 = 2.80%
20+00.00GB

PARK AVEWEST
CL1440 LT1440 RT1440

PROPOSED GRADE AT TOP OF NORTH CURB

PROPOSED GRADE AT TOP OF SOUTH CURB

CURB IMPROVEMENT

AT PARK AVENUE
SEE SHEET CS98102
(1442.27TC)
VC = 100'
PVI = 1443.43' @ 19+10.00 PVI = 1445.08' @ 20+40.00
VC = 80'
1444.03TC
19+35.00
1443.39TC
19+10.00
1442.72TC
18+85.00
1445.41TC
20+20.00
1445.35TC
20+40.00
1445.42TC
20+60.00
LT1450 LT1440 CL1450 CL1440 RT1450 RT1440
LT1450 LT1440 CL1440 CL1450 RT1450 RT1440
20+00 21+00 22+00
CR98202

ROADWAY IMPROVEMENT
HORIZ 1"=20'
VERT 1"=4'
18+00 19+00

PROFILE
EAST PARK AVE - MP 66.48 (9.75)
Redlands Regular Meeting of 09-20-2022 190 of 359
CONSTRUCTION NOTES:
1"=10'
CR98301

ROADWAY IMPROVEMENT

TYPICAL SECTION & CONSTRUCTION DETAILS
14 16
10 1445.77 FL
1445.77 TC

32.00' RT
10+09.51
1445.78 FL
1445.78 TC

32.00' RT
BCR 10+10.79
1445.68 FL
1445.87 TC

34.30' RT
10+21.27
1445.61 FL
1445.95 TC

39.19' RT
10+28.33
1445.61 FL
1445.95 TC

39.19' RT
10+28.33
1445.54 FL
1445.54 TC

46.84' RT
10+33.63
1446.05 FS

47.15' RT
10+24.69
1446.08 FS

50.66' RT
10+26.60

NORTH WEST QUADRANT NORTH EAST QUADRANT NORTH WEST QUADRANT CONSTRUCT 8" HIGH TYPE A1-8 CURB PER SPPWC STD PLAN NO. 120-2 CONSTRUCT 8" HIGH TYPE A2-8 CURB AND GUTTER PER SPPWC STD PLAN NO. 120-2 1 PROTECT IN PLACE
19 CONSTRUCT 6" HIGH TYPE A3-6 CURB AND GUTTER PER SPPWC STD PLAN NO. 120-2

DETAIL A

DETAIL B

DETAIL C
26 27
CONSTRUCT CURB RAMP PER SPPWC STD PLAN NO. 111-5, CASE A, TYPE 1CONSTRUCT CURB RAMP PER SPPWC STD PLAN NO. 111-5, CASE B, TYPE 1 26 27
OVER 95% COMPACTED NATIVE MATERIAL CONSTRUCT STAMPED CONCRETE MEDIAN PAVEMENT, 4" PCC OVER 4" SAND FILL 5 CONSTRUCT FULL AC PAVEMENT SECTION, DEPTHS OF AC AND AB PER SHEET CR00006 N. UNIVERSITY STREET- MP 66.48 (9.75)
N
N
N
1445.55 FL
1446.05 TC

51.93' RT
10+35.27
1445.67 FL
1446.17 TC

8.86' RT
ECR 20+63.20
1444.43 FS19+53.43, 21.80' RT
1444.50 FS 19+53.78, 26.45' RT
1445.48 TC 1445.48 FS

24.03' LT
E. PARK AVE STA 19+61.51
1445.45 FS

27.05' LT
E. PARK AVE STA 19+63.90
1444.54 FL
1445.21 TC

34.00' LT
N. UNIVERSITY ST ECR 10+86.81
1445.33 TC
1444.66 FL

23.03' LT
E. PARK AVE STA 19+68.35
1445.37 TC
1444.70 FL

19.82' LT
E. PARK AVE STA 19+65.05
1444.71 TC
1444.71 FL

15.51' LT
E. PARK AVE STA 19+58.67
1444.71 TC
1444.71 FL

13.65' LT
E. PARK AVE STA 19+54.47
1445.49 TC 1444.82 FS

20.38' LT
E. PARK AVE STA 19+56.10
1445.49 TC 1444.82 FS

18.81' LT
E. PARK AVE STA 19+52.56
1445.23 TC 1445.23 FS

17.26' LT
E. PARK AVE STA 19+46.27
1445.19 FS

17.50' LT
E. PARK AVE STA 19+42.40
1445.07 TC
1444.40 FL

11.50' LT
E. PARK AVE STA 19+42.40
1445.11 TC
1444.44 FL

11.80' LT
E. PARK AVE STA 19+46.99
1444.98 TC, 1444.31 FLN. UNIVERSITY ST STA 10+30.09, 38.17' LT 1445.06 TC, 1444.39 FL N. UNIVERSITY ST STA 10+27.92, 34.93' LT 1445.14 TC, 1444.47 FLN. UNIVERSITY ST STA 10+24.67, 32.76' LT 1444.57 FL
1445.05 TC

32.00' LT
N. UNIVERSITY ST STA ECR 10+20.85
1444.81 FL
1444.81 TC

32.00' LT
N. UNIVERSITY ST STA 10+10.48
1444.76 FS

36.00' LT
N. UNIVERSITY ST STA 10+10.54
1444.54 FS

53.00' LT
N. UNIVERSITY ST STA 10+10.80
1444.53 FS

53.23' LT
N. UNIVERSITY ST STA 10+10.80
1443.88 FL
1444.55 TC

11.50' RT
E. PARK AVE STA 19+34.34
1443.96 FL
1444.29 TC

11.50' RT
E. PARK AVE BC 19+38.53
1444.02 FL
1444.02 TC

11.97' RT
E. PARK AVE EC 19+41.56 1444.35 FS

18.83' RT
E. PARK AVE STA 19+49.92
1444.23 FL
1444.23 TC

15.02' RT
E. PARK AVE BCR 19+51.13
REV. DATE APP. 5-18-2018 BY SUB.

DESIGNED BYDRAWN BYCHECKED BYAPPROVED BYDATE
CONTRACT NO.

REVISION SHEET NO.

DRAWING NO.

SCALE
5/24/2018 10:13:36AM
p:\pwworking\sac\d0756163\SANBAG-ICS-HALF.tbl
C:\ProgramFiles(x86)\Com m onFiles\InterPlot\IPLOT\bin\iplotdrvm.plt \\OMAP-INPICS01\ICSforPDF\2278\883953_51\26495-06-CR98301.DGN OMAP-INPICS02$

REDLANDS PASSENGER RAIL PROJECT
R. KLOVSKY
San Bernardino County Transportation Authority
2280 Market Street, Suite 100Riverside, CA 92501-2110(951) 320-7300HDR 17-1001705
J. SONG
No. 71849
CIVIL

RO P F ON ESSI AL
ER E
NE
IG N
ER G
SI

D RET E
T
TA E
S

OF CALIFORNIA
Exp. 12/31/19
GN SO HENG SNIAJ J. KUO
J. BROWN
R/W CL

R/W CL R/W
R/W
9'

4.5' 4.5'
9'

4.5' 4.5'
34'
30' 44'
32'
30'
2'
44'
32'

SOUTH OF CROSSING

NORTH UNIVERSITY AVENUE

NORTH OF CROSSING

NORTH UNIVERSITY AVENUE

IT OCCURSMEDIAN WHEREIT OCCURSMEDIAN WHERE

R/W CL MTCL

SECTIONS

SEE RAIL

NORTH OF CROSSING
-1.5%
-0.8% TO 16 16
14 14
10 16
14 14
10 5 5

R/W CL MT CL
-2.0%

SECTIONS

SEE RAIL

NORTH OF CROSSING
VAR 36.5' TO 44'
5 5

11.5'
VAR 0' TO 29'

11.5'
VAR 0' TO 9.17'
VAR 8.86'
TO 11.5'
4'
1 .5:1
2:1
5 TO 1.8%
-5.2%
TO 1.8%
-3.2%
5 5
TO 1.8%
-5.3%
TO 1.8%
-2.7%
5 1
19 16
16 -1.5%
-0.8% TO
-5.8%
-2.0% TO
-5.8%
-2.0% TO

CURB & GUTTEREXIST

EXIST SWK

EXIST GROUND

EXIST SWK

CURB & GUTTER
EXIST

EX EX EX

EX EX EX
28'
PROP
TCE
4'

EAST PARK AVENUE (EAST SIDE)

EAST PARK AVENUE (WEST SIDE)
VAR 60.33' - 73.79'
PROP
TCE
9'
VAR 7.0'
TO 12.0'
Asph.

TSPO
PB
Redlands Regular Meeting of 09-20-2022 191 of 359
REV. DATE APP. 5-18-2018 BY SUB.

DESIGNED BYDRAWN BYCHECKED BYAPPROVED BYDATE
CONTRACT NO.

REVISION SHEET NO.

DRAWING NO.

SCALE
8/23/2018 12:04:20 PM
p:\pwworking\sac\d0756163\SANBAG-ICS-HALF.tbl
C:\Program Files (x86)\Com m on Files\InterPlot\IPLOT\bin\iplotdrvm .plt \\OMAP-INPICS01\ICSforPDF\2515\883953_52\26495-06-CR98401.DGN OMAP-INPICS02$

ESSI AL
ER E

NE IG N

ER G SI

D RET E
T TA E
S

OF CALIFORNIA
Exp. 12/31/19
GN SO
HENG
SNIAJ J. KUO
J. BROWN
M
POTS
R R
563+00 563+25
563+00 563+25
R R
Asph.

Conc
WM
564+00 564+25
564+00 564+25
CR98401
GRADE CROSSING DETAILS 1"=5'

ROADWAY IMPROVEMENT
5 0 5 10
SCALE: 1"=5'-0"
N

WEST SIDE

EAST SIDE
> MT-2 > MT-1

CURB FACE

GUTTER LIP

CURB FACE

GUTTER LIP

CURB FACE

GUTTER LIP
L=8'47.20' RT STA 10+14.28
1444.81 TC32.00' LT STA 10+10.48

CURB FACE

GUTTER LIP
5'
45°
1'
45°
5'

2.5'
> MT-2 > MT-1
L=5'46.24' LT STA 9+66.44
1444.49 BW53.73' LT STA 9+72.30
L=7'46.83' RT STA 9+60.50
1446.24 BW54.50' RT STA 9+56.34
L=5'45.50' LT STA 10+15.69

4.5'

4.5'
6" CF1445.77 TC32.00' RT STA 9+40.00
6" CF1444.69 TC32.00' LT STA 9+28.00
4' 4'
4' 4'

6.75%
1446.12 BW54.50' RT STA 9+70.67

EX CITY R/W

EX CITY R/W
7'
W=18'
> DWY
9+40.00
W=16'
> DWY
9+29.00
38 38
38 41
40 39
39 39
38 40
41 41
40 40
39 13.76'
6'X3'

2.5'
1445.77 TC32.00' RT STA 10+09.51
1444.67 FS 53.76' LTSTA 9+58.53
1444.80 FS 36.00' LTSTA 9+49.00
1444.57 FS 36.00' Lt STA 9+31.00

1.5%

2.0%
6" CF1445.49 TC32.00' RT STA 9+18.00
40 4'X3'
10'X3'
40 6'X3'

NORTH UNIVERSITY STREET
3'
3'

EAST PARK AVENUE

NORTH UNIVERSITY STREET

PROP EASEMENT

PROP TCE

PROP EASEMENT

PROP TCE

PROP SBCTA R/W

EX SBCTA R/W

PROP SBCTA R/W

4.95'
1'

4.95'

PROP EASEMENT
N. UNIVERSITY STREET - MP 66.48 (9.75)
0" CF1444.82 TC32.00' LT STA 9+71.97
6" CF1445.07 TC32.00' LTSTA 9+57.47
1" CF1444.53 TC9+49.00
1" CF1444.30 TC9+31.00

11.3%
1444.77 FS 36.00' LTSTA 9+28.17
1444.59 BW44.00' LTSTA 9+22.61
1444.61 BW40.00' LTSTA 9+29.28
26'
JOIN EXIST (1443.44 FS )66.00' LT STA 9+65.10

15.88 1444.88 FS '

40.00' LT STA 9+50.59
JOIN EXIST(1441.80 FS)66.00' LTSTA 9+28.98
JOIN EXIST (1442.52 FS )66.00' LT STA 9+50.98

9.0%
8'X3'
9'X3'

7.67'

5.27%

12.5%
6" CF1445.46 TC32.00' RT STA 9+16.00 1" CF
1445.11 TCSTA 9+21.00
1445.61 FS36.00' RTSTA 9+21.00
1445.82 FS36.00' RT STA 9+37.60
1" CF1445.32 TCSTA 9+37.00
JOIN EXIST(1445.04 FS)50.81' RT STA 9+21.60
JOIN EXIST1445.69 BW40.00' RT STA 9+21.60
1445.62 BW40.00' RT STA 9+16.00
1445.90 BW40.00' RT STA 9+37.00
JOIN EXIST(1445.29 FS)50.81' RT STA 9+37.60
0" CF1445.78 TC32.00' RT STA 9+71.00
6" CF1445.95 TC32.00' RTSTA 9+56.51
1446.11 BW43.50' RT STA 9+49.50
1444.60 BW39.00' LTSTA 9+23.17
40 3'X3'
40 3'X3'
40 3'X3'
1444.16 BW57.00' RT STA 10+15.14
1444.17 BW57.00' RTSTA 10+09.13
(1444.25 BW)44.00' LTSTA 9+08.00
(1444.14 BW)39.00' LTSTA 9+08.00
1444.80 GB 34.50' LTSTA 9+50.23
1444.78 GB34.50' RT STA 9+72.01
1444.53 GB53.23' LT STA 10+10.801444.54 GB53.00' LT STA 10+10.80 1444.35 GB53.00' LT STA 10+23.62
1444.35 GB52.04' LT STA 10+23.62
1444.76 GB36.00' LT STA 10+10.54
1444.59 GB36.00' RT STA 10+15.70
1444.50 GB36.00' RT STA 10+20.85
1444.23 GB42.00' RT STA 10+30.851444.35 GB42.00' RT STA 10+26.85 40 3'X3'
1444.35 GB52.04' LT STA 10+26.84
1444.02 TC52.04' RT STA 10+30.851444.55 TC59.07' RT STA 10+29.11 1 1
1 1
1 1
1 08-28-18 ADDENDUM 1 EA CC
150°
CONSTRUCTION NOTES:
3839
40 41 INSTALL METAL HAND RAILING PER SCRRA ENGINEERING STD ES4005

3. 2.1.

GATE ARM POLE, UNLESS NOTED OTHERWISE. AT 3 FEET FROM CENTER OF PEDESTRIANASSEMBLY/ACCOMPANYING HAND RAILINGS BEGIN/END PEDESTRIAN SWING GATE SEE ROADWAY LAYOUT SHEET FOR STATIONING.IS APPLICABLE.STANDARDS ES4011 AND ES4012, WHICHEVER SHALL COMPLY WITH SCRRA ENGINEERING PEDESTRIAN FACILITIES AT VEHICLE CROSSINGS NOTES:

No.

REG ISTERED PROFESSIONAL ENG INEER

STATE OF CALIFORNIA CIVIL

CHRISTOPLIS

CHARLES
045570
1 495 OF 2425
Redlands Regular Meeting of 09-20-2022 192 of 359

TURN RIGHT

RIGHT LANE
MUST
5865 AVENIDA ENCINAS, #142-BCARLSBAD, CA 92008PH: 760-602-4290WWW.STCTRAFFIC.COM San Bernardino County Transportation Authority
HDR2280 Market Street, Suite 100Riverside, CA 92501-2110(951) 320-7300 Redlands Regular Meeting of 09-20-2022 193 of 359
EXHIBIT C-1
To Maintenance Agreement
for
All At-Grade Crossings within MP 61.87 to 66.48 of
the San Gabriel Subdivision
Quiet Zone Notice of Intent
Redlands Regular Meeting of 09-20-2022 194 of 359

CERTIFIED MAIL RETURN RECEIPT REQUESTED
Distribution is indicated in Section 5 herein
Date: August 24, 2020
Subject: City of Redlands, California
Southern California Regional Rail Authority (SCRRA) –
San Gabriel (formerly Redlands) Subdivision Quiet Zone

NOTICE OF INTENT TO CREATE NEW QUIET ZONE(S)
Notice is hereby provided that the City of Redlands, California, (City) intends to create New 24- hour Quiet Zone in accordance with the regulatory provisions contained in Title 49 of the Code of Federal Regulations, Parts 222 and 229 Use of Locomotive Horns at Highway-Rail Grade Crossings; Final Rule (Final Rule). The routine sounding of train horns at crossings will be restricted within the quiet zone.

A party receiving this Notice of Intent (NOI) may submit information or comments about the proposed quiet zone to the City during the 60 days following the date of this letter. However, this comment period will terminate if all of the parties either submit comments or signed statements that they do not have any comments due to their continuous participation in the process of developing this quiet zone.

SECTION 1 – AFFECTED HIGHWAY-RAIL CROSSINGS
Fifteen (15) existing public highway-rail at-grade crossings are located within the proposed quiet zone as indicated on Table 1. All crossings are located within the City of Redlands, in San Bernardino County, CA. All affected streets are under the jurisdiction of the City (see details in Table 1). The private highway-rail crossing at Wyatt’s Paint and Body, just east of Tennessee Street in Redlands located within the proposed quiet zone, has been closed. There are no existing pedestrian-exclusive rail at-grade crossings, however there is one (1) proposed new pedestrianexclusive rail at-grade crossing planned at the new Downtown Redlands Station that will be owned and maintained by the San Bernardino County Transportation Authority (SBCTA), and one (1) proposed new conversion to pedestrian-exclusive rail at-grade crossing planned at New York Street within New York Station, within the proposed quiet zone.

Redlands Regular Meeting of 09-20-2022 195 of 359
Table 1: Crossings within the Proposed Quiet Zone
US Dot No. Mile Post Crossing Jurisdiction
027231L 101 SG-63.00 (002U-6.30) California Street Redlands 027232T 101 SG-63.50 (002U-6.80) Nevada Street Redlands 027233A 101 SG-64.02 (002U-7.30) Alabama Street Redlands 027234G 101 SG-64.20 (002U-7.40) Colton Avenue Redlands 027235N 101 SG-64.55 (002U-7.80) Tennessee Street Redlands 027236V 002U-7.92
Wyatt’s Paint and Body
(Private - Closed)
Wyatt’s Paint and
Body
027237C
101 SG-64.82 (002U-8.10) New York Street (Proposed
Conversion to Ped Only)
Redlands
027238J 101 SG-64.88 (002U-8.20) W Stuart Avenue Redlands 027239R 101 SG-65.07 (002U-8.40) Texas Street Redlands
027240K 101 SG-65.36 (002U-8.60) Eureka Street Redlands 933892D 101SG-65.48 (002U-8.6)
Downtown Redlands Station
(New Proposed Ped Only)
SBCTA/Redlands
027242Y 101 SG-65.57 (002U-8.80) Orange Street Redlands 027245U 101 SG-65.70 (002U-9.00) 6th Street Redlands
027246B 101 SG-65.76 (002U-9.10) 7th Street Redlands
027247H 101 SG-65.88 (002U-9.20) 9th Street Redlands
027248P 101 SG-66.07 (002U-9.30) Church Street Redlands 027250R 101 SG-66.48 (002U-9.80) University Street Redlands The following railroads currently, or are proposed to, operate over the proposed quiet zone:
• Southern California Regional Rail Authority (SCRRA)
• BNSF Railway (BNSF)
• Redlands Passenger Rail Service (Future Service)
SECTION 2 – TIME RESTRICTION
The routine sounding of horns will be restricted twenty-four (24) hours a day, seven (7) days a week.

SECTION 3 – PROPOSED IMPROVEMENTS

The improvements are described and shown in detail on the design plans (attached herein as Exhibit A).

The quiet zone is proposed to be established based upon the regulatory provision described under 49 CFR §222.39(b). Supplemental Safety Measures (SSMs) and Modified Supplemental Safety Measures (MSSMs) are proposed to be implemented at selected crossing sufficient to reduce the Redlands Regular Meeting of 09-20-2022 196 of 359
Quiet Zone Risk Index to a level at or below the Risk Index with horns as shown in the preliminary Quiet Zone Calculations (attached as Exhibit B).

SECTION 4 – POINT OF CONTACT
The point of contact for the City of Redlands is:

Ross Wittman
Senior Project Manager
City of Redlands
35 Cajon Street, Suite 15-A
Redlands, CA 92373
909-798-7524 Ext. 1
Redlands Regular Meeting of 09-20-2022 197 of 359
SECTION 5 – DISTRIBUTION
This notice has been sent to the following individuals:

Ross Wittman
Senior Project Manager
City of Redlands
35 Cajon Street, Suite 15-A
Redlands, CA 92373
Rudolph S. Chow, P.E.

Director/City Engineer, Municipal Utilities &
Engineering Department
City of Redlands
35 Cajon Street, Suite 15-A
Redlands, CA 92373
Christopher Catren
Chief of Police
City of Redlands
30 Cajon Street
Redlands, CA 92373
Carrie Schindler
Director of Transit & Rail Programs
San Bernardino County Transportation Authority
1170 W. 3rd Street, 2nd Floor
San Bernardino, CA 92410-1715
Victor Lopez
Chief of Transit & Rail Programs
San Bernardino County Transportation Authority
1170 W. 3rd Street, 2nd Floor
San Bernardino, CA 92410-1715
Kate Kalinosky
Manager Public Projects
BNSF Railway Co.
740 East Carnegie Drive
San Bernardino, CA 92408-3571
Anton Garabetian
Program Manager
Rail Crossings Engineering Section
California Public Utilities Commission
320 West 4th Street, Suite 500
Los Angeles, CA 90013
Andrew Althorp
Principal Engineer – Project Management
SCRRA
2558 Supply Street
Pomona, CA 91767
Justin Fornelli
Director of Engineering & Construction
SCRRA
2558 Supply St.

Pomona, CA 91767
Mark A. Adamczak
Deputy Regional Administrator – Region 7
Federal Railroad Administration
3401 Centrelake Dr. Suite 480
Ontario, CA 91761
Joe Petito
Rail Safety Specialist
Federal Railroad Administration
39252 Winchester Road, #107-270
Murrieta, CA 92563
Karl Alexy
Associate Administrator for Safety
Federal Railroad Administration
1200 New Jersey Avenue, SE, MS-25
Washington DC 20590
Brian Patrick,
Right of Way Agent
CALTRANS - District 8
464 West Fourth Street, MS-950
San Bernardino, Ca 92401
Rebecca Guirado
Deputy District Director - Right of Way
CALTRANS - District 8
464 West Fourth Street, MS-950
San Bernardino, Ca 92401
Redlands Regular Meeting of 09-20-2022 198 of 359
Sergio Licon
Utilities Engineer
Rail Crossings Engineering Section
California Public Utilities Commission
320 West 4th Street, Suite 500
Los Angeles, CA 90013
David S. Kim
Secretary
California State Transportation Agency
915 Capitol Mall Suite 350 B
Sacramento, CA 95814
Catalino Pining III
Deputy District Director, Traffic Operations,
District 8, San Bernardino Co.

California Department of Transportation
(Caltrans) Region 9
464 W. 4th Street, 6th Floor
San Bernardino, CA 92401-1400
Tan D. Nguyen P.E.

Transportation Engineer, Civil
Caltrans District 8 Encroachment Permits OfficeStormwater Coordinator 464 W. 4th Street
San Bernardino, CA 92401-1400
Redlands Regular Meeting of 09-20-2022 199 of 359
Exhibits
San Gabriel (formerly Redlands) Subdivision
Southern California Regional Rail Authority
Notice of Intent to Create New Quiet Zone
List of Exhibits:

Exhibit A – Design Layout Plans
Exhibit B – Preliminary Quiet Zone Risk Index Calculations Redlands Regular Meeting of 09-20-2022 200 of 359
Exhibit A
– Design Layout Plans
San Gabriel (formerly Redlands) Subdivision
Southern California Regional Rail Authority
Notice of Intent to Create New Quiet Zone
Redlands Regular Meeting of 09-20-2022 201 of 359
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Off 14.213 (4.33')
Sta 380+02.150
E 6796019.357 Lon=117°13'34.327"W
N 1847209.652 Lat=34°3'56.678"N 379 380 381 382
379 380 381 382 379 380 381 382
7 8 9 10 11 12
N
5'
REMOVAL NOTES:

CONSTRUCTION NOTES:
12'

CALIFORNIA STREET
32' 57'
2'
4'
5'
20 0 20 40
SCALE: 1"=20'
1"=20'
CR63101

ROADWAY IMPROVEMENT
> MT-2
> MT-1
N89°341'4"E
N89°3414' "E

(44' R/W) (63' R/W)
WV 5.63' LT
9+69.47 EC
MH
SEWER

SWK
6'
No. R

CURVE DATA
T L
1 167.46 14°05'00" 41.16
2 20.69
167.46 10°13'07" 14.97 29.87
1 2
LAYOUT

EX SBCTA R/W

EX CITY R/W

EX SBCTA R/W

1 PROTECT IN PLACE
2 3

ADJUST TO GRADE, ITEM PER PLAN

SAWCUT EXISTING PAVEMENT
4 5
10 14
16 21
24 CONSTRUCT DRIVEWAY PER SPPWC STD PLAN NO. 110-2, TYPE B 26 29 CONSTRUCT CROSS GUTTER PER SPPWC STD PLAN NO. 122-2 21 3 4
5 2
4 2
14 2
5 16
29 29
21 5
10 24 24
1 REMOVE EXISTING AC PAVEMENT
3 4 REMOVE EXISTING CURB & GUTTER
6 5 REMOVE EXISTING SIDEWALK
7 REMOVE CROSS GUTTER
10 5
4 3
1 7
4 5
1 1
4 10
10 5 21
2 2
10 26
26 6 6
49 INSTALL SIGNAL HOUSE
49 REMOVE EXISTING RAILROAD SIGNAL

TREE

TREE
3 N00°23'00"W
3 40.00 90°29'40" 40.35 63.18
4 25.00 90°31'32" 25.23 39.50
STA > CALIFORNIA ST = 9+95.33
MP 63.00 (6.27)
STA > MT-1 = 380+12.53

EX SBCTA R/W
W=24'
> DRWY
STA 9+38
COLOR
MATCH

CONSTRUCT 8" HIGH TYPE A1-8 CURB PER SPPWC STD PLAN NO. 120-2 16 REMOVE EXISTING CONCRETE PANEL
16 16
1 1
1 1
1 18
18 44
18 18

JOIN EXIST

BEG MED
STA 8+40.00, 4.00' RT

JOIN EXIST

BEG MED
STA 8+40.00, 6.00' RT
LPL
SIGN
MON

PROP SBCTA R/W
WM
> DRWY, W=36'
STA 8+62
3 (50' R/W)
(50' R/W)

1.00' LT
9+40.00 PRC

4.00' RT
8+99.25 BC
4 RELOCATE FLAG POLE. TO BE COORDINATED WITH PROPERTY OWNER 2 R/W
SBCTA
PROP

FOR DET

SEE FENCING PLAN

10 CALIFORNIA STREET - MP 63.00 (6.27)
DOT 027231L, CPUC 101 SG-63.00
3 TOTAL

4 3

JOIN EXIST

BEG C&G, SWK & PVMT
STA 8+40.00, 32.00' LT

REMOVE EXISTING CURB

REMOVE EXISTING DRIVEWAY

REMOVE EXISTING RAIL EQUIPMENT PER SIGNAL PLANS
INSTALL NON-REMOVABLE BOLLARDS PER SHEET CR00006
CONSTRUCT FULL AC PAVEMENT SECTION, DEPTHS OF AC AND AB PER SHEET CR00006 CONSTRUCT 8" HIGH TYPE A2-8 CURB AND GUTTER PER SPPWC STD PLAN NO. 120-2 CONSTRUCT 6" HIGH TYPE A2-6 CURB AND GUTTER PER SPPWC STD PLAN NO. 120-2 1 6
1 6
6 44

PROP TCE

56.34'
STA > CALIFORNIA ST = 9+80.00
STA > MT-2 = 380+12.92
MP 63.00 (6.27)

EASEMENT
PROP

SEE FENCING PLANS
5'
2 JOIN EXIST

BEG C&G, SWK & PVMT
STA 8+40.00, 57.00' RT
18 1
CB
2 SIGN
MH
SD

SEE SIGNAL PLANS (TYP)
ELEV PER SHEET CR63102

PROP PB (TYP)
1 CB
2 PB
VAULT
SCE

LPL GUY 1
PP &
2 SIGN
WM
WELL
MONITORING 1
PLACE
6" ABANDON IN

REMOVED TO TOP

WELLS TO BE

MONITORING
BFP
1 SEE SHT CR63301

DETAIL B
SEE SHT CR63301

DETAIL A

CITY INSPECTOR'S APPROVAL

IN FUNCTIONING ORDER TO

ADJUSTED AS NEEDED AND BE

PROTECTED IN PLACE OR

EXISTING IRRIGATION TO BE

DISPOSITION PLANS

SEE UTILITY

APPURTENANCES

WEIR AND IRRIG
LIMITS SEE SHEET CR63103

IN CALTRANS ACCESS CONTROL

FOR PROPOSED CONSTRUCTION
1161.5'
PAD =
10'x14'
1 16

52.44'
LPL
24 REMOVE AND SALVAGE EXISTING SIGN
24 24
24 95% COMPACTED NATIVE MATERIAL
CONSTRUCT STAMPED CONCRETE MEDIAN PAVEMENT, 4" PCC OVER 4" SAND FILL OVER ES4001, DETAIL B
CONSTRUCT 8" AC PAVEMENT WITH GLASS GRID PER SCRRA ENGINEERING STD 111-5, CASE A, TYPE 1
CONSTRUCT CURB RAMP AND DETECTABLE WARNING SURFACE PER SPPWC STD PLAN NO.

CALTRANS R/W

CITY, ELECTRICAL AND COMMUNICATIONS TEAM

TO BE COORDINATED WITH PROPERTY OWNER,
REMOVE AND SALVAGE SIGN AND LIGHT FIXTURE.
2 FH
DETAIL A SHEET CR00006
CONSTRUCT 4" PCC SIDEWALK PER SPPWC STD PLAN NO. 112-2 AND 113-2, AND PER No. REG ISTERED PROFESSIONAL ENG INEER

STATE OF CALIFORNIA
CIVIL

CHRISTOPLIS

CHARLES
045570
COLD MILL 2" EXISTING PAVEMENT AND CONSTRUCT 2" ASPHALT CONCRETE OVERLAY

1 07-19-19 ADDED CITY SIGNATURE
1 TJ SG
Redlands Regular Meeting of 09-20-2022 202 of 359
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REDLANDS PASSENGER RAIL PROJECT
R. KLOVSKY
San Bernardino County Transportation Authority
2280 Market Street, Suite 100
Riverside, CA 92501-2110
(951) 320-7300
HDR
17-1001705
J. SONG
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23'
30'
REMOVAL NOTES:
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NEVADA STREET
>
> MT
1"=20'
CR68101

ROADWAY IMPROVEMENT
(32' R/W)
No. R T L
1 1.00 180°00'00" 3.14
2 1.00 180°00'00" 3.14
1 2
LAYOUT

EX CITY R/W

EX SBCTA R/W

EX SBCTA R/W
(50'R/W)
23'

28.6'
(44' R/W)
3 24.00 51°51'10" 11.67 21.72
N0°25'29"W
5'
SWK

5.5'

0.5'R

PROP EASEMENT

PROP SBCTA R/W

FOR DET

SEE DRAINAGE PLANS

FOR DET

SEE FENCING PLANS
5'

6.5'
5'
(50'R/W)
4 2'2'

PROP TCE

PROP EASEMENT

LINE/CURVE DATA
4 - - 11.65
(30'R/W) (30'R/W)
15'
9'
6 5
5 - - 48.67
6 - - 22.65
N09°56'37"E
N45°00'00"W
-
-
NEVADA STREET - MP 63.50 (6.77)
3 SEE SIGNAL PLANS FOR DET (TYP)
ELEV PER SHEET CR68102

PROP PB (TYP)
N06°09'13"E

60.7'

FOR DISPOSITION

SEE UTILITY PLANS

BLOWOFF VALVE
No. REG ISTERED PROFESSIONAL ENG INEER

STATE OF CALIFORNIA
CIVIL

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045570

SWK

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1 2 07-19-19 ADDED CITY SIGNATURE TJ SG
2 PROP R/W
1 EA CC
1 SWK
7'
08-02-19 DCN 01 PEDESTRIAN SAFETY IMPROVEMENTS

49 MH

FOR DETAIL A
SEE SHT CR68301

SWK

SIGN
DRWY

PP
GUY

DRWY

TEL
PAD = 1195.8'
10'x8'
SEE SHT CR68102

AC RAMP
DOT 027232T, CPUC 101 SG-63.50

GRATE
& GUY
POLE
MH
SCE

SEE SHT CR68102

AC RAMP

STA > NEVADA STREET = 9+79.97
STA > MT = 406+55.10
MP 63.50 (6.77)

GUY

POLE 3'MIN

GAS VENT & VALVE

GAS VENT & VALVE
3 4
5 SAWCUT EXISTING PAVEMENT
4 3
16 21
16 21
5 16
3 14 14
5 14
1 REMOVE EXISTING AC PAVEMENT
4 REMOVE EXISTING CURB & GUTTER
5 REMOVE EXISTING SIDEWALK
15 4 5
1 15
10 1
10 4
2 10
2 ADJUST TO GRADE, ITEM PER PLAN
25 49 INSTALL SIGNAL HOUSE

REMOVE EXISTING RAILROAD SIGNAL
3 4
5 21
3 5
5 21 16
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STA 8+59.00, 2.00' LT

JOIN EXIST

BEG PVMT
STA 8+59.00, 2.00' RT

JOIN EXIST

BEG CURB
STA 9+28.81, 43.55' RT, BCR

1.00' RT
8+61.00 EC

1.00' LT
8+61.00 BC
CONSTRUCT 8" HIGH TYPE A1-8 CURB PER SPPWC STD PLAN NO. 120-2 7 REMOVE CROSS GUTTER
7 10
10 10
4 18 REMOVE EXISTING RAIL EQUIPMENT PER SIGNAL PLANS
18 1
3 JOIN EXIST PVMT

END PVMT
STA 11+01.00, 2.00' LT
1 3
3 5

1.00' LT
10+99.00 EC

JOIN EXIST CURB

END DIKE
STA 11+28.50, 18.61' RT
4 JOIN EXIST

BEG C&G, SWK, PVMT
STA 8+80.00, 24.00' LT

JOIN EXIST

BEG PARTIAL DRWY
STA 9+28.81, 30.00' RT

JOIN EXIST

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STA 8+80.00, 30.00' RT

JOIN EXIST PVMT

END PVMT
STA 11+06.00, 16.00' RT
1 2
2 1
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1 PROTECT IN PLACE
18 37
37 CONSTRUCT DRIVEWAY PER SPPWC STD PLAN NO. 110-2, TYPE C 1 18

JOIN EXIST PVMT

END PVMT
STA 11+01.00, 2.00' RT

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END C&G, SWK & PVMT
STA 10+50.00, 24.00' RT

BEG DIKE
STA 10+58.00, 24.00' RT
1 15

SEE ELEC PLANS
STA 10+37.16

32.71' RT
STA 9+46.45 ECR

SEE ELEC PLANS
STA 9+45.31
CONSTRUCT FULL AC PAVEMENT SECTION, DEPTHS OF AC AND AB PER SHEET CR00006 CONSTRUCT 8" HIGH TYPE A2-8 CURB AND GUTTER PER SPPWC STD PLAN NO. 120-2 CONSTRUCT 6" HIGH TYPE A2-6 CURB AND GUTTER PER SPPWC STD PLAN NO. 120-2 CONSTRUCT DRIVEWAY FOR MAINTENANCE ACCESS PER SCRRA ENGINEERING STD ES4011 REMOVE/RELOCATE EXISTING POWER POLE, SEE UTILITY DISPOSITION PLANS 7 CONSTRUCT HOT MIX ASPHALT DIKE PER CALTRANS STD PLAN NO. A87B, TYPE A 7 55
55 55
95% COMPACTED NATIVE MATERIAL
CONSTRUCT STAMPED CONCRETE MEDIAN PAVEMENT, 4" PCC OVER 4" SAND FILL OVER DETAIL A SHEET CR00006
CONSTRUCT 4" PCC SIDEWALK PER SPPWC STD PLAN NO. 112-2 AND 113-2, AND PER COLD MILL 2" EXISTING PAVEMENT AND CONSTRUCT 2" ASPHALT CONCRETE OVERLAY

BEG TRANSITION SWK
STA 8+80.00, 31.50' LT

END TRANSITION SWK
STA 8+90.00, 30.50' LT

INSTALL STREET LIGHT PER ELECTRICAL PLANS
21 25
> DRWY, W=12'
STA 10+24.16

1.00' RT
10+99.00 BC

JOIN EXIST PVMT

END C&G, SWK, PVMT
STA 10+50.00, 24.00' LT
21 1
1 1
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ESSI AL
ER E

NE IG N

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D RET E
T TA E
S

OF CALIFORNIA
Exp. 12/31/19
GN SO
HENG
SNIAJ
J. KUO
J. BROWN
0 02-06-19 CONFORMED TJ SG
433
434
435
436
433
434
435 436
8 9 10 11 12 13
72 73
74 N

ALABAMA STREET
CONSTRUCTION NOTES:
1"=20'
CR73101

ROADWAY IMPROVEMENT
LAYOUT
WEST

REDLANDS

BOULEVARD
REMOVAL NOTES:

INDUSTRIAL

PARK AVENUE
ALABAMA STREET - MP 64.02 (7.29)
No. REG ISTERED PROFESSIONAL ENG INEER

STATE OF CALIFORNIA
CIVIL

CHRISTOPLIS

CHARLES
045570

1 1 07-19-19 ADDED CITY SIGNATURE TJ SG
20 0 20 40
SCALE: 1"=20'
> MT
5'
5'
5'

MH
SEWER

0.5'R

EX CITY R/W

EX SBCTA R/W

EX SBCTA R/W
(50'R/W)
(50'R/W)
1 PROTECT IN PLACE
3 SAWCUT EXISTING PAVEMENT
4 5
14 16
21 4
3 16
1 21
3 4
16 5
5 5
4 14
5 16
14 3
4 16
21 1 REMOVE EXISTING AC PAVEMENT
3 4 REMOVE EXISTING CURB & GUTTER
5 REMOVE EXISTING SIDEWALK
4 1
1 1
1 2
11 REMOVE EXISTING TREE
11 4
4 49 INSTALL SIGNAL HOUSE
49 MH
3 1
S71°47'41"E
N0°24'54"W
1 15
1 65.3'

AC
AC
3 1'

PP
DRWY
EX

PROP EASEMENT

JOIN EXIST

BEG C&G, PVMT
STA 9+60.00, 36.50' RT

JOIN EXIST

BEG C&G, PVMT
STA 9+80.00, 43.00' LT

JOIN EXIST

END C&G, SWK & PVMT
STA 10+55.85, 43.00' LT

JOIN EXIST

END PVMT
STA 10+30.46, 4.00' RT
DRWY
EX
20'
6'
CONSTRUCT 8" HIGH TYPE A1-8 CURB PER SPPWC STD PLAN NO. 120-2

REMOVE EXISTING CURB
5 5
18 18
18 1
2 ADJUST TO GRADE, ITEM PER PLAN
1 21

3 EX CITY R/W

1 PLANTER
2 PB
1 WALL
1 1
WALL
(50'R/W) (50'R/W)
(53.75'R/W) (50'R/W)

CURB
DIKE
AC

EX CITY R/W

EX CITY R/W
21 5
3 15
1 1 1
1 1
3 PROP EASEMENT

1 LINE DATA
L
1 14.32'

PROP TCE

PROP TCE
STA > ALABAMA STREET = 10+00.00
STA > MT = 434+02.05
MP 64.02 (7.29)
PAD = 1235.9'
14'x10'
ELEV = 1236.1'

PROP PB LID
ELEV = 1235.0'

PROP PB LID
DOT 027233A, CPUC 101 SG-64.02
1 LPL
1 CURB
CURB

REMOVE EXISTING RAIL EQUIPMENT PER SIGNAL PLANS
25 REMOVE EXISTING PCC PAVEMENT
26 26
26 26 REMOVE EXISTING AC CURB
1 CURB
1 PP

JOIN EXIST

END SWK
STA 10+31.18, 49.00' RT

MED
EXIST

JOIN EXIST

END CURB
STA 10+44.12, 16.00' LT

JOIN EXIST

BEG CURB, PVMT
STA 9+80.00, 13.86' LT
MED
EXIST

JOIN EXIST

END CURB, END PAVERS
STA 10+50.83, 3.00' RT

JOIN EXIST

BEG CURB, PVMT, PAVERS
STA 9+60.00, 3.00' RT
CB

SEE FENCE PLANS

BLOCK WALL

SEE DRAINAGE PLANS

EX DRAINAGE INLET
WELL
5'

SEE FENCING PLANS (TYP)

SEE SIGNAL PLANS

SEE ELEC PLANS

EXIST PB

SEE SIGNAL PLANS (TYP)
ELEV PER SHEET CR73101 AND CR73102

PROP PB (TYP)

SEE FENCING PLANS
9 INSTALL BRICK PAVER, MATCH EXISTING STYLE, SIZE, COLOR & PATTERN 9 9
15 15
24 REMOVE AND SALVAGE EXISTING SIGN
24 PER SHEET CR00006

CONSTRUCT FULL AC PAVEMENT SECTION, DEPTHS OF AC AND AB PLAN NO. 120-2
CONSTRUCT 8" HIGH TYPE A2-8 CURB AND GUTTER PER SPPWC STD

DISPOSITION PLANS

REMOVE/RELOCATE EXISTING POWER POLE, SEE UTILITY
24 JOIN EXIST

BEGIN PARTIAL DRWY

END C&G, SWK
STA 10+33.82, 38.00' RT

2 REMOVE AND SALVAGE EXISTING BRICK PAVER
2 2

113-2, AND PER DETAIL A SHEET CR00006
CONSTRUCT 4" PCC SIDEWALK PER SPPWC STD PLAN NO. 112-2 AND COLD MILL 2" EXISTING PAVEMENT AND CONSTRUCT 2" ASPHALT CONCRETE OVERLAY Redlands Regular Meeting of 09-20-2022 204 of 359
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DRAWING NO.

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EARANDA

REDLANDS PASSENGER RAIL PROJECT
R. KLOVSKY
San Bernardino County Transportation Authority
2280 Market Street, Suite 100
Riverside, CA 92501-2110
(951) 320-7300
HDR
17-1001705
J. SONG
J. KUO
J. BROWN
0 02-06-19 CONFORMED TJ SG
441 442 443
444
445 446 441 442
443
444
445 446
18 19
20 21
79 80
81 82 83 84
N
> MT
20 0 20 40
SCALE: 1"=20'
CONSTRUCTION NOTES:
1"=20'
CR74101

ROADWAY IMPROVEMENT

(75'R/W)
(100'R/W)
LAYOUT

EX SBCTA R/W

EX CITY R/W

1 PROTECT IN PLACE
3 4

SAWCUT EXISTING PAVEMENT
5 16
21 CONSTRUCT FULL AC PAVEMENT SECTION, DEPTHS OF AC AND AB PER SHEET CR00006 21 16
21 3
5 3
4 16
21 21
3 4
3 4
5 1 REMOVE EXISTING AC PAVEMENT
4 REMOVE EXISTING CURB & GUTTER
5 REMOVE EXISTING SIDEWALK
1 1
1 15
15 5
5 4
4 49
49 INSTALL SIGNAL HOUSE
S71°47'41"E
N89°35'32"E
1 5
1 S71°46'54"E

CURVE DATA
1 R T L
200.00 71°21'48" 143.62 249.11
N18°12'36"E
STA 17+94.60 BC
STA 20+43.70 EC
1 STA 81+18.06 REDLANDS
STA 17+76.15 COLTON =
INT
MP 64.20 (7.47)
STA > MT = 443+34.34
STA > WEST COLTON AVENUE = 18+67.85

DRWY
EX

WEST COLTON AVENUE

JOIN EXIST

END SWK
STA 19+41.50, 41.00' RT

WEST REDLANDS BOULEVARD

SEE ELEC PLANS
STA 19+14

EX CITY R/W
C&G

4 16

1 C&G
3 3
1 1
SEE SHT CR74401 FOR GRADE CROSSING DETAILS CURVE DATA

PB
AC

MED PVMT
REMOVE

AC
16 1
PP
REMOVAL NOTES:
1 INLET
GRATE

1 INLET
GRATE

WEST COLTON AVENUE - MP 64.20 (7.47)
PAD = 1253.4'
10'x8'
ELEV = 1253.3'

PROP PB LID

DET (TYP)

SEE SIGNAL PLANS FOR
CR74101 AND CR74102

ELEV PER SHEET

PROP PB (TYP)
DOT 027234G, CPUC 101 SG-64.20
CONSTRUCT 8" HIGH TYPE A2-8 CURB AND GUTTER PER SPPWC STD PLAN NO. 120-2 1 1
55 1
1 1
1 5
5 3
3 14
14 14 CONSTRUCT 8" HIGH TYPE A1-8 CURB PER SPPWC STD PLAN NO. 120-2 18 REMOVE EXISTING RAIL EQUIPMENT PER SIGNAL PLANS
5 3
3 REMOVE EXISTING CURB
4 24
24 REMOVE AND SALVAGE EXISTING SIGN
6 1
6 1
6 CONSTRUCT 8" AC PAVEMENT WITH GLASS GRID PER SCRRA ENGINEERING STD ES4001, DETAIL B 3 3

END MED
STA 18+57.24

BEG MED
STA 18+78.68
C&G

47.4'
DRWY
EX
C&G

10.14'

55 15
& CURB

MED PAVERS
& CURB

MED PAVERS

PLANS (TYP)

SEE DRAINAGE

TRAFFIC SIGNAL POLE

SEE FENCING PLANS (TYP)

SEE TRAFFIC SIGNAL PLANS

SIGNAL PLANS

SEE TRAFFIC

CABINET

CONTROLLER

SEE TRAFFIC SIGNAL PLANS

JOIN EXIST

BEG C&G, SWK, PVMT
STA 18+34.36, 35.87' LT

SIGNAL PLANS

SEE TRAFFIC

JOIN EXIST

END SWK
STA 18+86.88, 32.50'LT

JOIN EXIST

END C&G, PVMT
STA 18+72.43, 32.50'LT

BEG PVMT
STA 18+41.57, 0.00' LT

JOIN EXIST

BEG SWK
STA 18+64.74, 65.64' RT

JOIN EXIST

BEG C&G, PVMT
STA 18+62.47, 57.38' RT
5'
5'
5'
5 5'
1'
1'

END C&G, PVMT

32.45' RT
STA 19+09.57

30.88' RT
STA 19+00.66

REMOVE/RELOCATE EXISTING POWER POLE, SEE UTILITY DISPOSITION PLANS SHEET CR00006
CONSTRUCT 4" PCC SIDEWALK PER SPPWC STD PLAN NO. 112-2 AND 113-2, AND PER DETAIL A No. REG ISTERED PROFESSIONAL ENG INEER

STATE OF CALIFORNIA
CIVIL

CHRISTOPLIS

CHARLES
045570
COLD MILL 2" EXISTING PAVEMENT AND CONSTRUCT 2" ASPHALT CONCRETE OVERLAY

INSTALL STREET LIGHT PER ELECTRICAL PLANS

1 07-19-19 ADDED CITY SIGNATURE TJ SG
1 DOMES
2 2
02-27-20 EA CC
18 DCN 14 REVISIONS PER CORRECTED SURVEY
Redlands Regular Meeting of 09-20-2022 205 of 359
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DATE
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REVISION SHEET NO.

DRAWING NO.

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ESSI AL
ER E

NE IG N

ER G SI

D RET E
T TA E
S

OF CALIFORNIA
Exp. 12/31/19
GN SO
HENG
SNIAJ
J. KUO
J. BROWN
0 02-06-19 CONFORMED TJ SG
460
461 462
463
460
461
462
463
7 8 9 10 11 12
98 99
100
101
N

TENNESSEE STREET
CONSTRUCTION NOTES:

REMOVAL NOTES:
9'
32' 32'
> MT
20 0 20 40
SCALE: 1"=20'
(40' R/W)

TENNESSEE STREET
>
CR78101

ROADWAY IMPROVEMENT
9'
1"=20'

100'
2 WV

4.50' LT
9+50.18 BC
1 No. R

CURVE DATA
T L
1 180°00'00"
2 180°00'00"
-
-
LAYOUT

EX CITY R/W

EX SBCTA R/W EX SBCTA R/W

EX SBCTA R/W

49 SAWCUT EXISTING PAVEMENT
5 10
14 16
21 24 CONSTRUCT DRIVEWAY PER SPPWC STD PLAN NO. 110-2, TYPE B 29 CONSTRUCT CROSS GUTTER PER SPPWC STD PLAN NO. 122-2
3 29
4 21
21 14
16 5
10 3
4 3
4 10
3 5
5 21
21 16
1 REMOVE EXISTING AC PAVEMENT
7 REMOVE CROSS GUTTER
8 10
10 1
1 10
1 1
1 2
6 5
49 INSTALL SIGNAL HOUSE

4.50' RT
9+50.18 BC
3 REMOVE EXISTING RAILROAD SIGNAL

S71°46'53"E
S71°47'40"E
N1°2'21"W
5'
5'
N1°2'21"W

DRWY
EXIST
51'

EX SBCTA R/W
3 101°03'36"
4 70°44'32"

42.50'

24.85'

14.14'

4.50' 14.14'

4.50'

35.00'

35.00'
3 STA > REDLANDS BLVD = 100+00.00
STA > TENNESSEE STREET = 8+82.89
14 14
MP 64.55 (7.82)
STA > MT = 461+71.39
STA > TENNESSEE STREET = 9+78.81

4 WEST

REDLANDS

BOULEVARD

JOIN EXIST

END PVMT
STA 11+11.44, 6.50' RT
W=12'> DRWYSTA 10+05.29
(40' R/W)

32.00' RT ECR
9+38.28
> DRWY, W=12'STA 10+40.00
24 6
45'

4.50' RT
11+02.94 EC

JOIN EXIST

END PVMT
STA 11+11.44, 6.50' LT

4.50' LT
11+02.94 BC
1275.41 FL
STA 9+23.37
1274.77 FL

32.36' LT
STA 9+35.53
TENNESSEE STREET - MP 64.55 (7.82)
PAD = 1274.0'
14'x10'
DOT 027235N, CPUC 101 SG-64.55

5 TOTAL
W=12'

MODIFIED
1275.68 FL

32.00' RT
9+13.33

BEG MED
9+89.40

END MED
9+68.22
W=16'
> DRWY
STA 10+41.08
3 5
5 SIGNAL PLANS (TYPICAL)

REMOVED/RELOCATED PER TRAFFIC
TRAFFIC SIGNAL EQUIPMENT TO BE 64' 42.31'
6'
CONSTRUCT 8" HIGH TYPE A1-8 CURB PER SPPWC STD PLAN NO. 120-2

REMOVE EXISTING POLE/BOLLARD
CONSTRUCT FULL AC PAVEMENT SECTION, DEPTHS OF AC AND AB PER SHEET CR00006 CONSTRUCT STAMPED CONCRETE MEDIAN PAVEMENT, 4" PCC OVER 4" SAND FILL OVER 95% COMPACTED NATIVE MATERIAL CONSTRUCT 8" HIGH TYPE A2-8 CURB AND GUTTER PER SPPWC STD PLAN NO. 120-2 2 ADJUST TO GRADE, ITEM PER PLAN

REMOVE EXISTING CURB & GUTTER

REMOVE EXISTING SIDEWALK

REMOVE EXISTING DRIVEWAY
4 5
6 4
7 4
4 8
4 1
4 6
25 25 CONSTRUCT DRIVEWAY FOR MAINTENANCE ACCESS PER SCRRA ENGINEERING STD ES4011 1 PROTECT IN PLACE
44 31

SEE GRADING & DRAINAGE PLANS FOR CATCH BASIN INFORMATION CONSTRUCT LOCAL DEPRESSION PER SPPWC STD PLAN NO. 313-3, CASE PER PLAN. 31 JOIN EXIST

END C&G, SWK, PVMT

32.00' LT
STA 10+55.65
CASE A
STA 11+17.01
9 REMOVE AND SALVAGE EXISTING STREET LIGHT
9 2
1 PP
1 PIV & FH PLANS

DRAINAGE
SEE
1 MH
TEL
24 REMOVE AND SALVAGE EXISTING SIGN
24 PLANS

DRAINAGE
SEE

SIGNAL PLANS

TRAFFIC
PB SEE 15
8 8
24 24
PLANS

UTILITY

BFP SEE
WM AND
15 PLANS

DRAINAGE
SEE
44 INSTALL NON-REMOVABLE BOLLARDS PER SHEET CR00006

SEE FENCING PLANS
8'
1 SWK
8 8
8 SEE SIGNAL PLANS (TYP)
ELEV PER SHEET CR78102

PROP PB (TYP)
(1275.87 FL)
(1276.51 TC)

JOIN EXIST

BEGIN C&G, PVMT, CROSS GUTTER

39.39' RT
STA 100+44.98(REDLANDS) BCR
2'
5'
(1273.31 FL)
(1273.98 TC)

JOIN EXIST

BEG C&G, PVMT, CROSS GUTTER

38.83' RT
STA 99+03.23 (REDLANDS) ECR
2 DRAIN

CURB & BFP
VAULT
WM,
2 DRAIN
CURB
8 PLANS

SEE ELEC

PEDESTAL

METERING
1 PP
(1276.54 TC)

JOIN EXIST

END C&G, SWK & PVMT
STA 10+79.62, 32.00' RT
76 CONSTRUCT CURB RAMP PER SPPWC STD PLAN NO. 111-5, CASE C 76 76

SIGNAL PLANS

SEE TRAFFIC

PUSH BUTTONS & PB

EXIST PEDESTRIAN
16 61.73'

43.21'
16 4
15 SEE UTILITY DISPOSITION PLANS

REMOVE/RELOCATE EXISTING POWER POLE,
5 CONSTRUCT 4" PCC SIDEWALK PER SPPWC STD PLAN NO. 112-2 AND 113-2, AND PER DETAIL A SHEET CR00006 No. REG ISTERED PROFESSIONAL ENG INEER

STATE OF CALIFORNIA
CIVIL

CHRISTOPLIS

CHARLES
045570
COLD MILL 2" EXISTING PAVEMENT AND CONSTRUCT 2" ASPHALT CONCRETE OVERLAY

51.3'
TOF=1272.5'

RAILROAD ANTENNA

1 07-19-19 ADDED CITY SIGNATURE TJ SG
1 Redlands Regular Meeting of 09-20-2022 206 of 359
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CHECKED BY

APPROVED BY
DATE
CONTRACT NO.

REVISION SHEET NO.

DRAWING NO.

SCALE
4/27/2020 3:49:44 PMpw:\\pwappsac01:California_Sacram ento\Docum ents\SCRRA\CAD_STD\SCRRA_HYBRID\PenTable\PlotStam pc:\pwworking\sac\d0990737\SANBAG-11x17bw_pdf.pltpw:\\pwappsac01:California_Sacram ento\Docum ents\SANBAG\SANBAG_RPRP_Final_Design\SANBAG_RPRP_Final_Design\6.0_CAD_BIM\6.2_W ork_In_Progress\6.2.2 ContractFiles\RPRP_04-Contract_Files-Construction_Revisions\SheetFiles - Construction Revisions\06a_C USER = TJACQUES

EXIST GROUND EXIST GROUND

SECTION A-A
5:1
5:1 21
Obscured
Asph.
472 473 474 475 476
477
472 473 474 475 476
477
N
> MT

EX CITY R/W

EX SBCTA R/W
12'

EX SBCTA R/W

PROP EASEMENT

EX SBCTA R/W
4'
2'

SEE FENCING PLANS FOR DET (TYP)

EX RAISED MED
ELEV = 1297.9'

PROP PB LID
TOF = 1298.5'

RAILROAD ANTENNA
R/W

EX CITY
ELEV = 1296.1'

PROP PB LID
ELEV = 1292.4'

PROP PB LID

FOR DESIGN DETAILS

SEE STATION PLANS SEE SIGNAL PLANS (TYP)
4'
2'
36'
42'
REMOVAL NOTES:

CONSTRUCTION NOTES:
20 0 20 40
SCALE: 1"=20'

2 1

No. R T L

13.88'

7.02'

6.95'

3.52'

NEW YORK STATION PLATFORM

WEST REDLANDS BOULEVARD

TREE
SIGN

MH SIGNAL
SIGN
SIGNAL

3 4
100.00'

50.00'

8.61'

8.42' 16.81'
100.00'
100.00'

17.18'
49 1 REMOVE EXISTING AC PAVEMENT
4 REMOVE EXISTING CURB & GUTTER
11 REMOVE EXISTING TREE
3 4
5 SAWCUT EXISTING PAVEMENT
CONSTRUCT FULL AC PAVEMENT SECTION, DEPTHS OF AC AND AB PER SHEET CR00006 16 CONSTRUCT 8" HIGH TYPE A2-8 CURB AND GUTTER PER SPPWC STD PLAN NO. 120-2 21 4
3 25
5 5 REMOVE EXISTING SIDEWALK
49 INSTALL SIGNAL HOUSE
25 CONSTRUCT DRIVEWAY FOR MAINTENANCE ACCESS PER SCRRA ENGINEERING STD ES4011 1 PROTECT IN PLACE
1 1
1 2 ADJUST TO GRADE, ITEM PER PLAN
1 1
1 LINE/CURVE DATA
5 27.52'
6 30.98'
7 60.09'
-
-
-
-
- -

3 1
EQUIP
SIGNAL
26 CONSTRUCT CURB RAMP PER SPPWC STD PLAN NO. 111-5, CASE A, TYPE 1 1 PAD = 1298.4'
14'x10'
DOT 027237C, CPUC 101 SG-64.82
PP

WEST STUART AVENUE
40 DOME), DIMENSIONS PER PLAN

INSTALL ADA DETECTABLE WARNING SURFACE (RAISED TRUNCATED 1 FH
6805317.41E
1845240.78N
> DRWY, W=12'
SHEET CR00006
CONSTRUCT 4" PCC SIDEWALK PER SPPWC STD PLAN NO. 112-2 AND 113-2, AND PER DETAIL A No. REG ISTERED PROFESSIONAL ENG INEER

STATE OF CALIFORNIA
CIVIL

CHRISTOPLIS

CHARLES
045570
COLD MILL 2" EXISTING PAVEMENT AND CONSTRUCT 2" ASPHALT CONCRETE OVERLAY 1 07-19-19 ADDED CITY SIGNATURE TJ SG
1 2
2 2
2 2
2 2
1"=20'
CR80101
NEW YORK STATION - MP 64.82 (8.09)

ROADWAY IMPROVEMENT

12-02-19 DCN 07 TJ AS
1 2
4 2
2 3 04-27-20 RFI 0548 TJ AS
3 Redlands Regular Meeting of 09-20-2022 207 of 359
Redlands Regular Meeting of 09-20-2022 208 of 359
Redlands Regular Meeting of 09-20-2022 209 of 359
Redlands Regular Meeting of 09-20-2022 210 of 359
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Asph.

Conc
W
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REV. DATE APP. 5-18-2018 BY
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DRAWN BY

CHECKED BY

APPROVED BY
DATE
CONTRACT NO.

REVISION SHEET NO.

DRAWING NO.

SCALE
8/7/2019 3:17:24 PMpw:\\pwappsac01:California_Sacram ento\Docum ents\351426\CON0102831\000000000268339\6.0_CAD_BIM\6.2_W ork_In_Progress\6.2.2 ContractFiles\RPRP_04-Contract_Files-Construction_Revisions\_PlotDRV\SANBAG_BW .tblc:\pwworking\sac\d0990737\SANBAG-11x17bw_pdf.pltcfgpw:\\pwappsac01:California_Sacram ento\Docum ents\351426\CON0102831\000000000268339\6.0_CAD_BIM\6.2_W ork_In_Progress\6.2.2 ContractFiles\RPRP_04-Contract_Files-Construction_Revisions\SheetFiles - Construction Revisions\06a_CIVIL\ROADW AY\26495-0 KCARR

ESSI AL
ER E

NE IG N

ER G SI

D RET E
T TA E
S

OF CALIFORNIA
Exp. 12/31/19
GN SO
HENG
SNIAJ
J. KUO
J. BROWN
0 02-06-19 CONFORMED TJ SG
476
477
478
479
480
481
482
476
477
478
479
480
481
482
115
116 117
118
5 4:1
3 4:1
16 5
4:1
3 4:1
16 2%

SECTION A-A SECTION B-B
PVMT
EXIST
PVMT
EXIST
4 4
2'

2'
2' 2'
R/W
EX
21 2' 4'

NTS NTS
5'
2%

6.5'
2'
TO 0.7'
VAR 0.1'
20 0 20 40
SCALE: 1"=20'
N
CONSTRUCTION NOTES: REMOVAL NOTES:
1"=20'
CR82101

ROADWAY IMPROVEMENT

LAYOUT
3 SAWCUT EXISTING PAVEMENT
4 5
16 21
5 3
4 16
21 4
3 5
16 1 REMOVE EXISTING AC PAVEMENT
4 REMOVE EXISTING CURB & GUTTER
4 4
1 1
4 2'
4'
8'
2'

EX SBCTA R/W

EX CITY R/W

31 31
3 34'
4'
A
A

WEST STUART AVENUE

WEST REDLANDS BOULEVARD

WEST STUART AVENUE

JOIN EXIST
(1296.55 TC)

END C&G, PVMT
STA 117+30.00, 40.00'LT

REDLANDS BLVD

EX CITY R/W
> MT

PROP EASEMENT

PLANS FOR DET

SEE DRAINAGE
3 EXIST SBCTA R/W

FOR DET

SEE FENCING PLANS
B
4 CURVE DATA
R
1 No. T L
1 1500.00' 173.78' 346.01'
STA 116+97.37
BC
CASE E, W=17'
STA 117+89.91

WEST REDLANDS BOULEVARD

5 REMOVE EXISTING SIDEWALK
5 4
4 7
7 REMOVE CROSS GUTTER
5 1 PROTECT IN PLACE
1 1
1 1
1 1

EX SBCTA R/W
TREE
MH
MH
SEWER
PB
VALVE
PP

RELOCATE GUY BY OWNER

6.5'
WEST STUART AVENUE - MP 64.88 (8.15)

JOIN EXIST
(1293.41 TC)

BEG C&G, PVMT
STA 115+90, 40.00'LT

REDLANDS BLVD

JOIN EXIST
(1302.18 TC)

BEG C&G, PVMT, SWK
STA 117+45.50, 174.12'LT

WEST REDLANDS BOULEVARD

JOIN EXIST
(1302.97 TC)

END C&G, PVMT, SWK
STA 117+98.00, 180.85'LT

WEST REDLANDS BOULEVARD
16 FOR DET
SEE SHEET CR80101
24 REMOVE AND SALVAGE EXISTING SIGN
24 24
24 24
24 24
PLAN. SEE GRADING & DRAINAGE PLANS FOR CATCH BASIN INFORMATION CONSTRUCT LOCAL DEPRESSION PER SPPWC STD PLAN NO. 313-3, CASE PER PLAN NO. 120-2
CONSTRUCT 8" HIGH TYPE A2-8 CURB AND GUTTER PER SPPWC STD SHEET CR00006

CONSTRUCT FULL AC PAVEMENT SECTION, DEPTHS OF AC AND AB PER DOT 027238J, CPUC 101 SG-64.88

SEE DRAINAGE PLANS FOR DET

PROP CB
2 ADJUST TO GRADE, ITEM PER PLAN
2 MH
SS
113-2, AND PER DETAIL A SHEET CR00006
CONSTRUCT 4" PCC SIDEWALK PER SPPWC STD PLAN NO. 112-2 AND No. REG ISTERED PROFESSIONAL ENG INEER

STATE OF CALIFORNIA
CIVIL

CHRISTOPLIS

CHARLES
045570
COLD MILL 2" EXISTING PAVEMENT AND CONSTRUCT 2" ASPHALT CONCRETE OVERLAY

1 07-19-19 ADDED CITY SIGNATURE TJ SG
1 Redlands Regular Meeting of 09-20-2022 211 of 359
F
R R
R R
H
H
H H
A
sph.

A
sph.

Conc
Conc
C
onc

STOP STOP

STOP STOP
STOP
POTS
STOP
WM
WM
W
W
W
W
W
W
T
W
D
W
W
FH
W
REV. DATE APP. 5-18-2018 BY
SUB.

DRAWN BY

CHECKED BY

APPROVED BY
DATE
CONTRACT NO.

REVISION SHEET NO.

DRAWING NO.

SCALE
8/7/2019 3:21:42 PMpw:\\pwappsac01:California_Sacram ento\Docum ents\351426\CON0102831\000000000268339\6.0_CAD_BIM\6.2_W ork_In_Progress\6.2.2 ContractFiles\RPRP_04-Contract_Files-Construction_Revisions\_PlotDRV\SANBAG_BW .tblc:\pwworking\sac\d0990737\SANBAG-11x17bw_pdf.pltcfgpw:\\pwappsac01:California_Sacram ento\Docum ents\351426\CON0102831\000000000268339\6.0_CAD_BIM\6.2_W ork_In_Progress\6.2.2 ContractFiles\RPRP_04-Contract_Files-Construction_Revisions\SheetFiles - Construction Revisions\06a_CIVIL\ROADW AY\26495-0 KCARR

ESSI AL
ER E

NE IG N

ER G SI

D RET E
T TA E
S

OF CALIFORNIA
Exp. 12/31/19
GN SO
HENG
SNIAJ
J. KUO
J. BROWN
0 02-06-19 CONFORMED TJ SG
488
489
490
491
8 9 10 11
N

TEXAS STREET
CONSTRUCTION NOTES:
9'
32'
REMOVAL NOTES:
20 0 20 40
SCALE: 1"=20'
> MT
9'
> TEXAS STREET
5'
(44' R/W) (44' R/W)
32'
1"=20'
CR83101

ROADWAY IMPROVEMENT

No. R T L
1 3.00 177°42'40" 9.30
2 150.18

2.00 175°41'39" 53.20 6.13
2 MH
SEWER
MH

4.5' LT
8+65.00 BC
32' 32'
7'

0.5'R

0.5'R
LAYOUT

EX CITY R/W

EX SBCTA R/W

27.6'

61.91'

1 PROTECT IN PLACE
3 4
5 SAWCUT EXISTING PAVEMENT
10 14
21 3
3 4
10 5
5 21
1 5
21 1
14 5
4 10
14 1
21 1
21 1 REMOVE EXISTING AC PAVEMENT
4 REMOVE EXISTING CURB & GUTTER
5 REMOVE EXISTING SIDEWALK
6 10
4 1
1 1
4 5
10 4
1 1
10 6
4 1
5 5
2 2
2 2 ADJUST TO GRADE, ITEM PER PLAN
1 49 INSTALL SIGNAL HOUSE
49 31
31 31

REMOVE EXISTING RAILROAD SIGNAL
N1°0'21"W
1 CB
3 2
VAULT
(44' R/W) (40' R/W)
1 CB

3 1

EX SBCTA R/W

RESET GUY
PP

RESET GUY
PP
WEST

STUART AVENUE
PP
SEE ELEC PLANSSTA 10+50
LPL

JOIN EXIST

END C&G, SWK
STA 10+56.00, 32.00' RT

SEE ELEC PLANS
STA 9+31
1 WV

JOIN EXIST

END PVMT
STA 11+39.00, 30.71' RT

1.62' LT
11+07.07 BC

2.38' RT
11+07.07 EC
AVENUE

ORIENTAL
(100'R/W)
> MT

4 3
5'
7'

SWK SWK

7.5'

1.50' RT
8+64.89 EC
LPL
PP

4.50' RT AP
10+50.57 BC 14
14 21

EX CITY R/W

EX CITY R/W
SWK
2 WV
2 SWK

5'
4 3

PROP TCE
CONSTRUCT 8" HIGH TYPE A1-8 CURB PER SPPWC STD PLAN NO. 120-2 25 25
16 16
16 16
16 8 REMOVE EXISTING POLE/BOLLARD
8 8
1 3
8 1
44 6 24
24 CONSTRUCT DRIVEWAY PER SPPWC STD PLAN NO. 110-2, TYPE B 55 55
55 1
1 6
18 8
18 REMOVE EXISTING RAIL EQUIPMENT PER SIGNAL PLANS

LINE/CURVE DATA
3 4
5 - -
3 5 4

76.63 56.54

75.18 (100'R/W)
21 EX CITY R/W
1 C&G
W=12'
> DRWY
STA 9+51
2 GUY
RESET
PP

4.50' RT AP
9+40.00
WV
2 > DRWY, W=12'
STA 10+83
5'
2'
- -
- -
N03°09'32"W
N01°08'49"E
N01°16'58"E
3 6.5'
6 6
6 TEXAS STREET - MP 65.07 (8.34)

6" AB
8" PCC
PAD = 1312.7'
10'x8'

SEE SIGNAL PLANS FOR DET (TYP)
ELEV PER SHEET CR83102

PROP PB (TYP)

CASE II
DOT 027239R, CPUC 101 SG-65.07
7 TOTAL
2 WV PB
2 2
SIGN

END MED
9+76.65

BEG MED
9+96.73

JOIN EXIST

BEG C&G, PVMT
STA 8+05.00, 32.00' LT
2 WV

PER ELEC PLANS

RELOCATE METERING PEDESTAL
CASE F
CASE E

JOIN EXIST

BEG C&G, SWK
STA 8+30.00, 32.00' RT
1 C&G
1 JOIN EXIST

BEG PVMT
STA 8+20.00, 30.00' RT

4.50' LT AP
10+30.49
2 BO
WATER
UB
1 TREES

CLEANOUT

REMOVE EXISTING
2 SIGN
MH
SD

DETAIL A
SEE SHT CR83301

JOIN EXIST

END C&G, SWK
STA 11+34.00, 32.00' LT
WM
2 1
WV

DETAIL B
SEE SHT CR83301
2 2
VAULT
GTE
IRRI
1 GV
2 WM
1 SIGN
42 INSTALL METAL HAND RAILING PER SPPWC STD 606-4, TYPE PER PLAN 44 INSTALL NON-REMOVABLE BOLLARDS PER SHEET CR00006
FILL OVER 95% COMPACTED NATIVE MATERIAL
CONSTRUCT STAMPED CONCRETE MEDIAN PAVEMENT, 4" PCC OVER 4" SAND STD PLAN NO. 120-2
CONSTRUCT 8" HIGH TYPE A2-8 CURB AND GUTTER PER SPPWC
STD ES4011

CONSTRUCT DRIVEWAY FOR MAINTENANCE ACCESS PER SCRRA ENGINEERING PLAN. SEE GRADING & DRAINAGE PLANS FOR CATCH BASIN INFORMATION CONSTRUCT LOCAL DEPRESSION PER SPPWC STD PLAN NO. 313-3, CASE PER SHEET CR00006

CONSTRUCT FULL AC PAVEMENT SECTION, DEPTHS OF AC AND AB PER

SEE FENCING PLANS (TYP)

PLANS (TYP)

SEE DRAINAGE

PLANS (TYP)

SEE DRAINAGE

JOIN EXIST

END PVMT
STA 11+39.00, 29.87' LT

STA > TEXAS ST = 9+86.69
STA > MT = 489+22.11
MP 65.07 (8.34)
42 TYPE C

JOIN EXIST

BEG SWK TURNDOWN
STA 7+85.00 43.50' LT

END SWK TURNDOWN

39.50' LT
STA 9+38.00
82 INSTALL WALKWAY TURNDOWN SECTION PER DETAIL ON SHEET CR00006 82 82
82 113-2, AND PER DETAIL A SHEET CR00006
CONSTRUCT 4" PCC SIDEWALK PER SPPWC STD PLAN NO. 112-2 AND No. REG ISTERED PROFESSIONAL ENG INEER

STATE OF CALIFORNIA
CIVIL

CHRISTOPLIS

CHARLES
045570
COLD MILL 2" EXISTING PAVEMENT AND CONSTRUCT 2" ASPHALT CONCRETE OVERLAY

INSTALL STREET LIGHT PER ELECTRICAL PLANS

1 07-19-19 ADDED CITY SIGNATURE TJ SG
1 Redlands Regular Meeting of 09-20-2022 212 of 359
A
sph.

A
sph.

Conc
Conc
Conc
Conc
F
F
F
M M
R R
R R
R R
R R
H
STOP
POTS
M
W
W
W
W
W
W
P
P
W W
W
W
W
W
W W
W
T
REV. DATE APP. 5-18-2018 BY
SUB.

DRAWN BY

CHECKED BY

APPROVED BY
DATE
CONTRACT NO.

REVISION SHEET NO.

DRAWING NO.

SCALE
8/7/2019 3:46:00 PMpw:\\pwappsac01:California_Sacram ento\Docum ents\351426\CON0102831\000000000268339\6.0_CAD_BIM\6.2_W ork_In_Progress\6.2.2 ContractFiles\RPRP_04-Contract_Files-Construction_Revisions\_PlotDRV\SANBAG_BW .tblc:\pwworking\sac\d0990737\SANBAG-11x17bw_pdf.pltcfgpw:\\pwappsac01:California_Sacram ento\Docum ents\351426\CON0102831\000000000268339\6.0_CAD_BIM\6.2_W ork_In_Progress\6.2.2 ContractFiles\RPRP_04-Contract_Files-Construction_Revisions\SheetFiles - Construction Revisions\06a_CIVIL\ROADW AY\26495-0 KCARR

ESSI AL
ER E

NE IG N

ER G SI

D RET E
T TA E
S

OF CALIFORNIA
Exp. 12/31/19
GN SO
HENG
SNIAJ
J. KUO
J. BROWN
0 02-06-19 CONFORMED TJ SG
503 504 505 506
8 9
10 11
12 13
N
No. REG ISTERED PROFESSIONAL ENG INEER

STATE OF CALIFORNIA
CIVIL

CHRISTOPLIS

CHARLES
045570
CONSTRUCTION NOTES:
9'
32'
32'
REMOVAL NOTES:
5'
9'
7'
5'

ORIENTAL AVENUE
WEST

STUART AVENUE
7'
20 0 20 40
SCALE: 1"=20'
> MT
1"=20'
CR86101

ROADWAY IMPROVEMENT
5'

NORTH EUREKA STREET

(50'R/W)
WV

WV
3 4.50' LT
10+99.08 PRC

0.5'R

0.5'R
No. R

CURVE DATA
T L
1 2.00 160°30'18" 5.60
2 11.64

73.97 23°39'44" 15.50 30.55
3 167°49'42"
2 LAYOUT

EX SBCTA R/W

EX CITY R/W

EX CITY R/W
32'
30'

PROTECT IN PLACE
3 4
5 SAWCUT EXISTING PAVEMENT
10 14
21 10
4 3
5 21
5 5
14 14
4 4
3 10
5 3
14 4
3 5
21 1 REMOVE EXISTING AC PAVEMENT
3 4 REMOVE EXISTING CURB & GUTTER
5 REMOVE EXISTING SIDEWALK
10 4
3 4
1 10
1 5
10 5
10 10
1 4
3 1
4 2
2 2
25 25
2 ADJUST TO GRADE, ITEM PER PLAN
49 INSTALL SIGNAL HOUSE
49 1

REMOVE EXISTING RAILROAD SIGNAL
N89°44'56"E
N26°43'45"W
5'
10+07.94 PRC
8+16.04 BC
5 12+27.69 PRC
6 4 27°29'19"
5 6 900.00 11°50'52"
400.00
1300.00

97.84 191.91
9°41'06" 110.13 219.74

93.39 186.10
5'

5'
5'

PROP EASEMENT

PROP SBCTA R/W

JOIN EXIST

END C&G, SWK & PVMT
STA 10+70.00, 32.00' RT

JOIN EXIST

END C&G, SWK & PVMT
STA 10+70.00, 32.00' LT

PROP EASEMENT
> DRWY, W=12'
STA 10+32.34

EX SBCTA R/W EX SBCTA R/W

SEE DRAINAGE PLANS FOR DET
CONSTRUCT 8" HIGH TYPE A1-8 CURB PER SPPWC STD PLAN NO. 120-2

REMOVE EXISTING CURB
16 REMOVE EXISTING CONCRETE PANEL
16 16
55 16
16 PROP EASEMENT

FOR SWK DESIGN

SEE STATION PLATFORM PLANS

TREE

PB
LPL

PER UTIL PLANS

RELOCATE WATER AIR VAC

SEE TRACK PLANS FOR DET (TYP)

SEE FENCING PLANS FOR DET (TYP)
3 1

SIGN

TREE
SIGN

BUSINESS
TREE

(39.50'R/W)
1 16
16 16
1 5
21 1
1 18
18 21
2 1
1 24
1 1
1 24
3 SIGN
1 PROP TCE

PROP TCE

PROP SBCTA R/W

PROP TCE
NORTH EUREKA STREET - MP 65.36 (8.63)

PER ELEC PLANS

RELOCATE METERING PEDESTAL
HOUSE
SIGNAL

PEDESTALS

METERING
1 CONTROLLER
IRRI

2 PB

TRAFFIC

4.50' LT
STA 9+25.56 PCC

JOIN EXIST

BEG PVMT
STA 8+90.00, 5.50' LT

JOIN EXIST

BEG C&G, SWK & PVMT
STA 9+20.00, 32.00' LT
4 BEG MED

0.61' RT
STA 8+95.80 PCC

BEG MED

4.50' RT
STA 8+96.47 PRC
1 LPL
1 UPLIGHT
1 UPLIGHT
2 UPLIGHT

END MED
9+79.11

BEG MED
9+99.13
18 MP 65.36 (8.63)
STA > MT = 504+34.97
> EUREKA STREET = 9+89.12

RELOCATE BLOWOFF PER UTIL PLANS
5 24 REMOVE AND SALVAGE EXISTING SIGN
12 12
12 FOR SWK DESIGN

SEE STATION PLATFORM PLANS

SEE SIGNAL PLANS FOR DET (TYP)
ELEV PER SHEET CR86102

PROP PB (TYP)
TOF = 1337.4'

RAILROAD ANTENNA
PAD = 1337.4'
14'x10'

JOIN EXIST

BEG C&G, SWK & PVMT
STA 8+90.00, 32.00' RT
DOT 027240K, CPUC 101 SG-65.36
55 SEE ELEC PLANS
STA 10+89.00

4.50' RT
STA 10+64.87 PRC

1.88' RT
STA 10+88.48 EC

JOIN EXIST

END PVMT
STA 11+20.00,5.50'RT

JOIN EXIST

END PVMT
STA 11+20.00, 5.50'LT
11 10 9
7 1304.50
8 13°40'46"
9 10
11 11°44'03"
1295.50 49.63
7°37'51" 26.98

40.64 2.00 18.76 5.86
100.00 11.99 23.88
4°23'15" 99.21
2°52'16" 32.69 65.37
404.50 53.87
395.50 81.00
VAC
AIR
2 WV
BFP
IRRI
2 PB

REMOVE EXISTING RAIL EQUIPMENT PER SIGNAL PLANS

REMOVE EXISTING LANDSCAPING AND IRRIGATION
9 REMOVE AND SALVAGE EXISTING STREET LIGHT
9 SHEET CR00006

CONSTRUCT FULL AC PAVEMENT SECTION, DEPTHS OF AC AND AB PER FILL OVER 95% COMPACTED NATIVE MATERIAL
CONSTRUCT STAMPED CONCRETE MEDIAN PAVEMENT, 4" PCC OVER 4" SAND NO. 120-2
CONSTRUCT 8" HIGH TYPE A2-8 CURB AND GUTTER PER SPPWC STD PLAN STD ES4011

CONSTRUCT DRIVEWAY FOR MAINTENANCE ACCESS PER SCRRA ENGINEERING 7 8
3 0.54' LT
STA 10+99.50 EC
1 5
113-2, AND PER DETAIL A SHEET CR00006
CONSTRUCT 4" PCC SIDEWALK PER SPPWC STD PLAN NO. 112-2 AND

PLANS FOR DETAILS

SEE SITE STATION
COLD MILL 2" EXISTING PAVEMENT AND CONSTRUCT 2" ASPHALT CONCRETE OVERLAY 34'

INSTALL STREET LIGHT PER ELECTRICAL PLANS

1 07-19-19 ADDED CITY SIGNATURE TJ SG
1 Redlands Regular Meeting of 09-20-2022 213 of 359
REV. DATE APP.

BY
SUB.

DRAWN BY

CHECKED BY

APPROVED BY
DATE
CONTRACT NO.

REVISION SHEET NO.

DRAWING NO.

SCALE
3/5/2020 9:37:22 AMpw:\\pwappsac01:California_Sacram ento\Docum ents\SCRRA\CAD_STD\SCRRA_HYBRID\PenTable\PlotStam pc:\pwworking\sac\d0990737\SANBAG-11x17bw_pdf.pltpw:\\pwappsac01:California_Sacram ento\Docum ents\SANBAG\SANBAG_RPRP_Final_Design\SANBAG_RPRP_Final_Design\6.0_CAD_BIM\6.2_W ork_In_Progress\6.2.2 ContractFiles\RPRP_04-Contract_Files-Construction_Revisions\SheetFiles - Construction Revisions\06b_CIVIL USER = TJACQUES

REDLANDS PASSENGER RAIL PROJECT
5-18-2018
R. KLOVSKY
San Bernardino County Transportation Authority
17-1001705
2280 Market Street, Suite 100
Riverside, CA 92501-2110
(951) 320-7300
HDR No.

Exp.

CIVIL

REG ISTERED PROFESSIONAL ENG INEER

STATE OF CALIFORNIA
THOMAS B.

JACQUES
C63769
9-30-2020

0 02-06-19 CONFORMED TJ SG
1350
A/C 6x6
PB
PB
PB
PC
LVM
510 511 512
510+00 510+50 511+00 511+50 512+00
(MP 8.77)

65.50 MP
511+95
510+00 510+25 510+50 510+75 511+00 511+25 511+50 511+75 512+00 N
SEE NOTE 2
SEE NOTE 5

EX SBCTA R/W

PROP EASEMENT

JOIN IMPROVEMENTS BY OTHERS

IMPROVEMENTS BY OTHERS
6'

35.28'

STA 511+00.10, 11.81'RT
R/W
SBCTA
PROP
STA 511+24.10, 12.20'LT
6' (TYP)
1'(TYP)
1"=10'
CS87103

10 0 10 20
SCALE: 1"=10'
J.K. ANDRES
L. HERNANDEZ
A. SHAH

SITE PLAN
D
CS87402
CONSTRUCTION NOTES:

INSTALL ADA DETECTABLE WARNING SURFACE (RAISED TRUNCATED DOME PER SCRRA ES3203) INSTALL PEDESTRIAN SWING GATE PER SCRRA ENGINEERING STD 4002, LAYOUT PER PLAN 211
214
215
223
23 12
GENERAL NOTES:
203 LIGHTING - SEE ELECTRICAL
204 RETAINING WALL - SEE STRUCTURAL PLANS
214
215
204
CONST. 8" PLASTIC STORM DRAIN
211
SHEET 1 OF 2
13 203

5. FOR COMMUNICATIONS UTILITIES SEE COMMUNICATIONS PLANS

4. FOR ELECTRICAL IMPROVEMENTS SEE ELECTRICAL PLANS

3. FOR SIGNAL IMPROVEMENTS SEE SIGNALS PLANS

SEE TRACK GRADING AND DRAINAGE PLANS

2. FOR TRACK & OFFSITE STORM DRAIN IMPROVEMENTS

1. DMU PLATFORM INTENDED FOR USE BY RPRP
L=15'
SCRRA ENGINEERING STD ES8300, LENGTH PER PLAN
INSTALL CPUC STD NO. 9 PEDESTRIAN AUTOMATIC WARNING DEVICE WITH GATE ARM PER

DOWNTOWN REDLANDS

MATCHLINE
SEE
SHEET
CS87104
24 25
8 215
L=15'
7 214
5 18
15 16 17
19 27
20 21
STA. OFFSET DESCRIPTION ELEV

WALKWAY FS

WALKWAY FS
FS

WALKWAY FS
FS
FS
FS
FS
FS
FS
FS

5 6
7 12 WALKWAY 1349.27
13 1349.59
15 16
17 18
19 20
21 STORMDRAIN INV

UTILITY

UTILITY
1350.29
1350.49
1350.52
1351.03
1350.29
1350.38
1350.49
1343.80
1347.58
22 23 GATE FS
24 25
26 1349.19 FS
1349.38 FS
WALKWAY 1349.31 FS

PLATFORM

WALKWAY/PLATFORM
510+18.52
510+10.68
510+66.82
510+66.82
511+02.10

32.33 35.55
LT
LT

24.33 LT

5.33 LT

24.33 LT
511+22.10
511+30.72
511+30.72

15.56 21.57

34.31 LT 1349.59
1349.80
1349.67
FS
FS
FS
LT
LT
511+02.10
511+22.10

15.44 15.44
RT
RT
4 511+02.10 34.31 LT WALKWAY 1349.21 FS
27 511+64.40 12.56 LT WALKWAY 1350.20 FS
511+62.78 31.97 LT
511+75.33 31.97 LT
511+81.37 31.97 LT
511+04.75 19.06 LT
511+60.97 18.50 LT
511+67.34 18.62 LT
511+73.12 18.49 LT
6 1.7%
11 9
10 11
510+66.82
511+30.72
511+19.83 15.57

24.33 34.31 LT
LT
LT

WALKWAY

WALKWAY
1349.09
1349.83
1349.74
FS
FS
FS
26 8 511+02.10 15.56 LT WALKWAY 1349.27 FS
*
* UTILITY
* UTILITY
* UTILITY

226 INSTALL NDS 1200 NGB CATCH BASIN OR EQUIVALENT
28 510+27.21 LT 1346.00
* FLUSH TO SIDEWALK
* STORMDRAIN INV 1
1 08-02-19 DCN 01 - DRAINAGE INFO TJ
1 2
1 2
2 09-06-19 RFI 0186
2 2
510+47.38 23.50 LT
510+07.38 23.50 LT
4 2
TJ
2 LUMINAIRE

LUMINAIRE
3 511+07.80 34.33 LT LUMINAIRE
29 511+52.74 21.60 LT LUMINAIRE
30 511+97.74 21.64 LT LUMINAIRE
29 2
30 2
2 3 12-05-19 RFI 0324
3 TJ
4 4
4 4
4 4 01-15-20 TJ AS
AS
AS
AS
4 32.30
4 4
5 01-24-20 TJ AS
5 RFI 0371
5 DCN 09 CHANGES REQUESTED BY ESRI
Redlands Regular Meeting of 09-20-2022 214 of 359
H
H
R R
R R
A
sph.

A
sph.

Conc.

Conc
Conc
Conc
Conc
Conc
Conc
POTS
H
W
W W
W
W
W
T
T
W
T
W
FH
W
W
REV. DATE APP. 5-18-2018 BY
SUB.

DRAWN BY

CHECKED BY

APPROVED BY
DATE
CONTRACT NO.

REVISION SHEET NO.

DRAWING NO.

SCALE
8/7/2019 4:06:41PMpw:\\pwappsac01:California_Sacram ento\Docum ents\351426\CON0102831\000000000268339\6.0_CAD_BIM\6.2_W ork_In_Progress\6.2.2 ContractFiles\RPRP_04-Contract_Files-Construction_Revisions\_PlotDRV\SANBAG_BW .tblc:\pwworking\sac\d0990737\SANBAG-11x17bw_pdf.pltcfgpw:\\pwappsac01:California_Sacram ento\Docum ents\351426\CON0102831\000000000268339\6.0_CAD_BIM\6.2_W ork_In_Progress\6.2.2 ContractFiles\RPRP_04-Contract_Files-Construction_Revisions\SheetFiles - Construction Revisions\06a_CIVIL\ROADW AY\26495-0 KCARR

ESSI AL
ER E

NE IG N

ER G SI

D RET E
T TA E
S

OF CALIFORNIA
Exp. 12/31/19
GN SO
HENG
SNIAJ
J. KUO
J. BROWN
0 02-06-19 CONFORMED TJ SG
515 516 517
8 9 10 11
No. N

REG ISTERED PROFESSIONAL ENG INEER

STATE OF CALIFORNIA
CIVIL

CHRISTOPLIS

CHARLES
045570

ORANGE STREET
CONSTRUCTION NOTES:

REMOVAL NOTES:
2'
2'
26'
28'
26'
20 0 20 40
SCALE: 1"=20'
5'
> MT
WEST

STUART AVENUE

ORIENTAL AVENUE

ORANGE STREET
>
TREE
TREE
TREE
1"=20'
CR88101

ROADWAY IMPROVEMENT

(50' R/W)

0.5'R

0.5'R
28'
MH
2 0.00' RT
11+07.00 EC

2.00' LT
8+85.00 BC
1 0.00' RT
8+85.00 EC
No. R T L
1 1.00 180°00'00" 3.14
2 1.00 180°12'44" 3.15
-
-
LAYOUT

EX SBCTA R/W

EX CITY R/W

71.7'

1 PROTECT IN PLACE
2 3
4 5

ADJUST TO GRADE, ITEM PER PLAN

SAWCUT EXISTING PAVEMENT
10 14
45 45
14 10
5 45
1 1
1 1
4 10 5
3 2
1 3
4 14
1 5
1 REMOVE EXISTING AC PAVEMENT
2 REMOVE AND SALVAGE EXISTING BRICK PAVER
4 REMOVE EXISTING CURB & GUTTER
5 REMOVE EXISTING SIDEWALK
10 1
1 10
5 10 4
5 1
5 2
2 9
9 49 INSTALL SIGNAL HOUSE
49 REMOVE EXISTING RAILROAD SIGNAL
31 31
31 N0°19'52"W

26.00'RT, BC
STA 10+70.00

29.00'RT, PRC
STA 10+90.00
4 3 68.17 17°03'41" 10.23 20.30
4 68.17 17°03'41" 10.23 20.30

LPL
LPL
LPL
LPL
LPL
PB
1 PB
1 TREE
1 SIGN
1 WM (4)
(42.13' R/W) (42.13' R/W)

TREE 1
MH

SWK

CONSTRUCT 8" HIGH TYPE A1-8 CURB PER SPPWC STD PLAN NO. 120-2 16 16
8 REMOVE EXISTING POLE/BOLLARD
1 8
47 47 RELOCATE FIRE HYDRANT PER UTILITY PLANS
1 16 REMOVE EXISTING CONCRETE PANEL
44 INSTALL NON-REMOVABLE BOLLARDS PER SHEET CR00006
44 1
1 18
18 18
18 18
(42.13'R/W) (42.13'R/W)
3 SWK
1 3

SWK
1 1
PB

14 14
1 5
3 45
WV 2
45 2
PB
TREE
1 2 TOTAL
1 1
TREE
3 2
MH
PB
2 MH
5 5
6 6

12.5'
18 REMOVE EXISTING RAIL EQUIPMENT PER SIGNAL PLANS
18 8
8 ORANGE STREET - MP 65.57 (8.84)
(TYP)

PLANS FOR DET

SEE SIGNAL
CR88102

ELEV PER SHEET

PROP PB (TYP)
PAD = 1359.4'
14'x10'
TOF = 1360.0'

RAILROAD ANTENNA
DOT 027242Y, CPUC 101 SG-65.57
CASE B

END MED
9+79.12

BEG MED
9+99.12
10 HEADER

CONCRETE

5.00 90°00'00" 5.00 7.85

7 5.00 90°00'00" 5.00 7.85
7 CASE B
1 C&G
STA > ORANGE STREET = 9+89.12
STA > MT = 515+84.99
MP 65.57 (8.84)
1 CURB

END REMOVE EXIST GUTTER

JOIN EXIST

END C&G, PVMT
STA 11+10.00, 32.00' RT, EC
1 CURB
1 2.00' LT
11+07.00 BC

SEE STATION PLANS

WALKWAY TO STATION
1 CURB
CURB
1 MH
8 TEL
MH

TO DRAIN

OF LOCAL DEPRESSION

RECONSTRUCT PORTION

INSTALL LANDSCAPING AND IRRIGATION
1 1

2 3

TCE
PROP
2 2
TREE
MH
SD

DETAIL B
SEE SHT CR88301
C&G
1 JOIN EXIST

BEG PVMT
STA 8+81.00, 25.78' LT 45
1 SWK PB
1 8
9 10
11 CR88102

SEE SHT
18 1
1 PIV
FDC
1 EXIST GUTTER

BEG SAWCUT & REMOVE
STA 9+03.92, 34.32' LT

BEG C&G
STA 9+05.92, 34.32' LT
5 18

JOIN EXIST

END CURB, SWK
STA 10+30.00, 32.50' RT
1 90°00'00" 7.85
90°00'00" 9
90°00'00" 10
11 8
- -

3.00 3.00 4.71

2.00 2.00

5.00 5.00
- - 5.69

6.13 EASEMENT
PROP
INLET

END C&G

EXIST GUTTER

END SAWCUT & REMOVE
STA 9+45.89 28.00' LT
18 45
CONSTRUCT 6" HIGH TYPE A2-6 CURB AND GUTTER PER SPPWC STD PLAN NO. 120-2 CONSTRUCT FULL AC PAVEMENT SECTION, DEPTHS OF AC AND AB PER SHEET CR00006 29 REMOVE AND SALVAGE EXISTING LIGHTED BOLLARD
29 29
29 29
79 78
80 80
80 80
9 INSTALL BRICK PAVER, MATCH EXISTING STYLE, SIZE, COLOR & PATTERN 80 INSTALL SALVAGED LIGHTED BOLLARD
78 79
INSTALL 12" X 12" CONCRETE INLET BROOKS PRODUCT WITH TRAFFIC RATED GRATE INSTALL 4" CAST IRON PIPE
78 9
9 SEE GRADING & DRAINAGE PLANS FOR CATCH BASIN INFORMATION CONSTRUCT LOCAL DEPRESSION PER SPPWC STD PLAN NO. 313-3, CASE PER PLAN. 95% COMPACTED NATIVE MATERIAL
CONSTRUCT STAMPED CONCRETE MEDIAN PAVEMENT, 4" PCC OVER 4" SAND FILL OVER R/W

EX CITY
82 INSTALL WALKWAY TURNDOWN SECTION PER DETAIL ON SHEET CR00006 4 EXIST GUTTER, PROTECT CURB

BEG SAWCUT & REMOVE

JOIN EXIST

BEG C&G, PVMT
STA 8+81.00, 26.00' RT

BEG REMOVE EXIST C&G

END REMOVE EXIST GUTTER

JOIN EXIST

BEG SWK
STA 9+55.07, 26.00' RT
4 PROTECT CURB

EXIST GUTTER,

BEG REMOVE

BEG CURB

26.00' RT
STA 10+20.00

SEE DRAINAGE PLANS
MH
2 JOIN EXIST

EXIST SWK

BEG SAWCUT & REMOVE

BEG C&G, SWK
STA 9+59.16, 28.00' LT
3 3
3 1
GUTTER
3 GUTTER
GUTTER
SEE SHT CR88301

DETAIL A
MH
SS

79 78
PB

AT CONCRETE HEADER

REMOVE AC PVMT LIMITS

3.14 2

/BEARING

LINE/CURVE DATA
N89°40'08"E
N89°41'56"E
6'
6'

49.00' LT
STA 9+59.19

49.00' LT
STA 9+79.19
COLD MILL 2" EXISTING PAVEMENT AND CONSTRUCT 2" ASPHALT CONCRETE OVERLAY

22.2'
1 07-19-19 ADDED CITY SIGNATURE TJ SG
1 Redlands Regular Meeting of 09-20-2022 215 of 359
R R
R R
O
b
scured
A
sph.

A
sph.

STOP
POTS
W
W
W
W
W
W
W
T
W W
FH
W
W
REV. DATE APP. 5-18-2018 BY
SUB.

DRAWN BY

CHECKED BY

APPROVED BY
DATE
CONTRACT NO.

REVISION SHEET NO.

DRAWING NO.

SCALE
8/7/2019 4:22:36 PMpw:\\pwappsac01:California_Sacram ento\Docum ents\351426\CON0102831\000000000268339\6.0_CAD_BIM\6.2_W ork_In_Progress\6.2.2 ContractFiles\RPRP_04-Contract_Files-Construction_Revisions\_PlotDRV\SANBAG_BW .tblc:\pwworking\sac\d0990737\SANBAG-11x17bw_pdf.pltcfgpw:\\pwappsac01:California_Sacram ento\Docum ents\351426\CON0102831\000000000268339\6.0_CAD_BIM\6.2_W ork_In_Progress\6.2.2 ContractFiles\RPRP_04-Contract_Files-Construction_Revisions\SheetFiles - Construction Revisions\06a_CIVIL\ROADW AY\26495-0 KCARR

ESSI AL
ER E

NE IG N

ER G SI

D RET E
T TA E
S

OF CALIFORNIA
Exp. 12/31/19
GN SO
HENG
SNIAJ
J. KUO
J. BROWN
0 02-06-19 CONFORMED TJ SG
522 523 524
8 9 10 11 12
6TH STREET
N
CONSTRUCTION NOTES:

REMOVAL NOTES:
(32'R/W)
10' 20'
32'
20 0 20 40
SCALE: 1"=20'
AVENUE
EAST
STUART
> MT
12'
>
6TH STREET
TREE
(40' R/W) (32'R/W)
TREE
FH
WALL
12'

7.5'
1"=20'
CR89101

ROADWAY IMPROVEMENT
5'
5'

BEG ISLAND
10+04.75

END ISLAND
9+84.75
(53' R/W)

0.5'R

0.5'R
2 2.06' LT
10+70.27 EC
No. R

CURVE DATA
T L
1 100.00 14°31'45" 25.36
2 12.75

2.00 165°10'41" 15.38 5.77
LAYOUT

EX SBCTA R/W

EX CITY R/W

EX CITY R/W
(25' R/W)
SWK

30.19'

6.00' LT
10+69.78 BC

1 PROTECT IN PLACE
3 4
5 SAWCUT EXISTING PAVEMENT
16 24 CONSTRUCT DRIVEWAY PER SPPWC STD PLAN NO. 110-2, TYPE B 3 14
3 4
1 1
16 5
1 1
1 16 5
45 14
4 3
16 4
3 14
5 5
21 21
1 REMOVE EXISTING AC PAVEMENT
3 4 REMOVE EXISTING CURB & GUTTER
5 REMOVE EXISTING SIDEWALK
6 10
11 REMOVE EXISTING TREE
3 1
4 1
1 4
10 11
1 1
16 10
5 1
4 24
2 2
2 ADJUST TO GRADE, ITEM PER PLAN
3 6
49 INSTALL SIGNAL HOUSE
9'

REMOVE EXISTING RAILROAD SIGNAL
11 11
N0°17'35"W
4 3

EX CITY R/W
1 STA > 6TH STREET = 9+94.75
STA > MT = 522+52.94
MP 65.70 (8.97)
1 3
5'
CURB

JOIN EXIST

BEG MED
STA 8+55.00, 6.00' RT

JOIN EXIST

BEG MED
8+55.00 6.00' LT
LPL
LPL
LPL

JOIN EXIST

END C&G, SWK & PVMT
STA 10+40.00, 32.00' LT

JOIN EXIST

END PVMT
STA 11+15.00, 8.00' LT
1 JOIN EXIST

END C&G, SWK & PVMT
STA 11+15.00, 20.00' RT

SEE ELEC PLANS
STA 10+12
32'
2'
2'
(50' R/W)

21 5

FOR DET (TYP)

SEE FENCING PLANS
21 21
4 4
14 PROP EASEMENT
CONSTRUCT 8" HIGH TYPE A1-8 CURB PER SPPWC STD PLAN NO. 120-2

REMOVE EXISTING CURB
CONSTRUCT 8" HIGH TYPE A2-8 CURB AND GUTTER PER SPPWC STD PLAN NO. 120-2 16 16
16 REMOVE EXISTING CONCRETE PANEL
13 REMOVE EXISTING WALL
13 14
8 8
8 55
55 49
18 18
2 2
21 21
5 5
5'
5'
1 TREE

PROP TCE

PROP EASEMENT

EASEMENT
PROP

PROP SBCTA R/W
1 GATE

3 21°08'17" 27.99
3 150.00 55.34

BEG DIKE
STA 9+30.83, 29.97' RT
6TH STREET - MP 65.70 (8.97)
MODIFIED> DWY, W = 28'STA 10+47.00
PAD = 1372.6'
10'x8'

SEE SIGNAL PLANS FOR DET (TYP)
ELEV PER SHEET CR89102

PROP PB (TYP)
DOT 027245U, CPUC 101 SG-65.70
8 REMOVE EXISTING DRIVEWAY

REMOVE EXISTING POLE/BOLLARD

REMOVE EXISTING RAIL EQUIPMENT PER SIGNAL PLANS
5 11
8 8
8 3
MH
SEWER

N89°07'57"E

JOIN EXIST

BEG C&G, SWK & PVMT
STA 9+60.00, 32.00' LT

JOIN EXIST

BEG PVMT
STA 8+55.00, 8.00' LT

JOIN EXIST

BEG PVMT
STA 8+55.00, 8.00' RT

JOIN EXIST

BEG C&G, SWK & PVMT
STA 9+60.00, 32.00' RT

0.80' RT 21
10+59.21 EC

4.00' RT
10+34.13 BC
18 HOUSE
SIGNAL

4 3
5'
5'

4 1 DETAIL A
SEE SHT CR89301
10'
WV
2 1
MH
GTE
1 VAULT
SCE
5 60'

SIGNAL HOUSE AND FENCE

AS NECESSARY TO INSTALL

TRIM TREE AND SHRUBS
CONSTRUCT FULL AC PAVEMENT SECTION, DEPTHS OF AC AND AB PER SHEET CR00006 12 REMOVE EXISTING LANDSCAPING AND IRRIGATION
12 12
7 CONSTRUCT HOT MIX ASPHALT DIKE PER CALTRANS STD PLAN NO. A87B, TYPE A 7 45 INSTALL LANDSCAPING AND IRRIGATION
24 REMOVE AND SALVAGE EXISTING SIGN
24 45
45 24
45 PROTECT EXISTING WALL IN PLACE
DETAIL A SHEET CR00006
CONSTRUCT 4" PCC SIDEWALK PER SPPWC STD PLAN NO. 112-2 AND 113-2, AND PER No. REG ISTERED PROFESSIONAL ENG INEER

STATE OF CALIFORNIA
CIVIL

CHRISTOPLIS

CHARLES
045570
COLD MILL 2" EXISTING PAVEMENT AND CONSTRUCT 2" ASPHALT CONCRETE OVERLAY

INSTALL STREET LIGHT PER ELECTRICAL PLANS

1 07-19-19 ADDED CITY SIGNATURE TJ SG
1 Redlands Regular Meeting of 09-20-2022 216 of 359
O
b
scured
A
sph.

A
sph.

W
FH
W
W
W
P
T
REV. DATE APP. 5-18-2018 BY
SUB.

DRAWN BY

CHECKED BY

APPROVED BY
DATE
CONTRACT NO.

REVISION SHEET NO.

DRAWING NO.

SCALE
8/7/2019 4:47:11PMpw:\\pwappsac01:California_Sacram ento\Docum ents\351426\CON0102831\000000000268339\6.0_CAD_BIM\6.2_W ork_In_Progress\6.2.2 ContractFiles\RPRP_04-Contract_Files-Construction_Revisions\_PlotDRV\SANBAG_BW .tblc:\pwworking\sac\d0990737\SANBAG-11x17bw_pdf.pltcfgpw:\\pwappsac01:California_Sacram ento\Docum ents\351426\CON0102831\000000000268339\6.0_CAD_BIM\6.2_W ork_In_Progress\6.2.2 ContractFiles\RPRP_04-Contract_Files-Construction_Revisions\SheetFiles - Construction Revisions\06a_CIVIL\ROADW AY\26495-0 KCARR

ESSI AL
ER E

NE IG N

ER G SI

D RET E
T TA E
S

OF CALIFORNIA
Exp. 12/31/19
GN SO
HENG
SNIAJ
J. KUO
J. BROWN
0 02-06-19 CONFORMED TJ SG
525 526 527
6 7 8 9 10 11
N
No. REG ISTERED PROFESSIONAL ENG INEER

STATE OF CALIFORNIA
CIVIL

CHRISTOPLIS

CHARLES
045570
7TH STREET
7TH STREET
20 0 20 40
SCALE: 1"=20'
CONSTRUCTION NOTES: REMOVAL NOTES:
> MT
>
1"=20'
CR90101

STREET IMPROVEMENT
2'
2'

6'
(50'R/W)
2 1.00' LT
8+80.00 BC
1 0.5'R

0.5'R
No. R

CURVE DATA
T L
1 1.00 179°41'40" 3.14
2 374.87

1.00 179°41'40" 374.87 3.14
LAYOUT
30'

EX CITY R/W

EX SBCTA R/W

EX CITY R/W

EX CITY R/W
(50'R/W)
(54'R/W)
(27'R/W)
(54'R/W)
49 3
4 5

SAWCUT EXISTING PAVEMENT
21 21
3 5
21 21
5 3
4 21
1 REMOVE EXISTING AC PAVEMENT
4 REMOVE EXISTING CURB & GUTTER
5 REMOVE EXISTING SIDEWALK
5 4
1 1
4 5
4 49 INSTALL SIGNAL HOUSE

1.00' RT
10+95.25 EC

1.00' LT
10+95.25 BC

10 1 10
10 1
47 47 RELOCATE FIRE HYDRANT PER UTILITY PLANS
N0°18'20"W
N89°44'56"E
5 5 5

TREE

STA > 7TH STREET = 9+96.25
STA > MT = 525+82.78
MP 65.76 (9.03)

SEE ELEC PLANS
STA 10+12

JOIN EXIST

END C&G, SWK & PVMT
STA 10+35.00, 20.00' RT

LPL

FOR DET

SEE DRAINAGE PLANS
SWK6.5'

TREE

WALL

FENCE
PP

PROP EASEMENT
3 3
4 4

4 3 4

TREE
1 1
11 REMOVE EXISTING TREE
1 1 PROTECT IN PLACE
8 8
44 44
55 55
25 25
8 1
1 1
1 14
14 14
14 14 CONSTRUCT 8" HIGH TYPE A1-8 CURB PER SPPWC STD PLAN NO. 120-2 1 8
18 18

2'
2'
4'

PROP TCE

EX SBCTA R/W

W=12'
> DRWY
STA 9+54
(27'R/W) (27'R/W)
8 REMOVE EXISTING POLE/BOLLARD
INSTALL NON-REMOVABLE BOLLARDS PER SHEET CR00006
18 18
18 18
24 24 REMOVE AND SALVAGE EXISTING SIGN
24 WV

SWK
7TH STREET - MP 65.76 (9.03)
PAD = 1377.0'
10'x8'

SEE SIGNAL PLANS FOR DET (TYP)
ELEV PER SHEET CR90102

PROP PB (TYP)
DOT 027246B, CPUC 101 SG-65.76
2 2
2 ADJUST TO GRADE, ITEM PER PLAN
(27'R/W)
8 TOTAL

JOIN EXIST

BEG C&G, SWK & PVMT
STA 9+40.00, 20.00' LT

TRANSFORMER

11 TRIM TREE TO R/W

EXIST

END PVMT JOIN

2.00' RT
STA 11+02.00

DETAIL A
SEE SHT CR90301

JOIN EXIST

END C&G, SWK, PVMT

20.00' LT
STA 11+02.00

18 TREE
1 BEG MED
10+06.25

END MED
9+86.25

REMOVE EXISTING RAIL EQUIPMENT PER SIGNAL PLANS
82 INSTALL WALKWAY TURNDOWN SECTION PER DETAIL ON SHEET CR00006 82 82
82 42 INSTALL METAL HAND RAILING PER SPPWC STD 606-4, TYPE PER PLAN 42 42
42 SHEET CR00006

CONSTRUCT FULL AC PAVEMENT SECTION, DEPTHS OF AC AND AB PER SAND FILL OVER 95% COMPACTED NATIVE MATERIAL
CONSTRUCT STAMPED CONCRETE MEDIAN PAVEMENT, 4" PCC OVER 4" NO. 120-2
CONSTRUCT 6" HIGH TYPE A2-6 CURB AND GUTTER PER SPPWC STD PLAN STD ES4011

CONSTRUCT DRIVEWAY FOR MAINTENANCE ACCESS PER SCRRA ENGINEERING MH
GTE

31.8'
113-2, AND PER DETAIL A SHEET CR00006
CONSTRUCT 4" PCC SIDEWALK PER SPPWC STD PLAN NO. 112-2 AND COLD MILL 2" EXISTING PAVEMENT AND CONSTRUCT 2" ASPHALT CONCRETE OVERLAY

INSTALL STREET LIGHT PER ELECTRICAL PLANS

JOIN EXIST

BEG C&G, SWK, PVMT
STA 8+24.99, 20.00' RT
18 1.00' RT
8+80.00 EC

VAULT
ELEC

PLANS (TYP)

SEE FENCING
2 3
21 5'
2 4
4 SWK
6'
2'
3 5
1'

BEG PVMT JOIN EXIST
STA 8+24.99, 0.00' LT

1 07-19-19 ADDED CITY SIGNATURE TJ SG
1 Redlands Regular Meeting of 09-20-2022 217 of 359
W
FH
W W
M
STOP
H
O
b
scured
A
sph.

Conc
Conc
Conc
W
WM
W
W
W
W
W
W
REV. DATE APP. 5-18-2018 BY
SUB.

DRAWN BY

CHECKED BY

APPROVED BY
DATE
CONTRACT NO.

REVISION SHEET NO.

DRAWING NO.

SCALE
8/7/2019 5:04:16 PMpw:\\pwappsac01:California_Sacram ento\Docum ents\351426\CON0102831\000000000268339\6.0_CAD_BIM\6.2_W ork_In_Progress\6.2.2 ContractFiles\RPRP_04-Contract_Files-Construction_Revisions\_PlotDRV\SANBAG_BW .tblc:\pwworking\sac\d0990737\SANBAG-11x17bw_pdf.pltcfgpw:\\pwappsac01:California_Sacram ento\Docum ents\351426\CON0102831\000000000268339\6.0_CAD_BIM\6.2_W ork_In_Progress\6.2.2 ContractFiles\RPRP_04-Contract_Files-Construction_Revisions\SheetFiles - Construction Revisions\06a_CIVIL\ROADW AY\26495-0 KCARR

ESSI AL
ER E

NE IG N

ER G SI

D RET E
T TA E
S

OF CALIFORNIA
Exp. 12/31/19
GN SO
HENG
SNIAJ
J. KUO
J. BROWN
0 02-06-19 CONFORMED TJ SG
531 532 533
531 532 533 531 532 533
7 8 9 10 11 12
100
101
102
N
No. REG ISTERED PROFESSIONAL ENG INEER

STATE OF CALIFORNIA
CIVIL

CHRISTOPLIS

CHARLES
045570

1 1 08-31-19 ADDED CITY SIGNATURE TJ SG
5'
9TH STREET
9TH STREET
20 0 20 40
SCALE: 1"=20'
CONSTRUCTION NOTES:

REMOVAL NOTES:

CR91101
1"=20'

STREET IMPROVEMENT

50'
50'
MH
SEWER

(25' R/W) (25' R/W)

WV
No. R T L
1 60°22'46"
2 235°17'27"
1 2
LAYOUT
3 3 31°25'26"

EX SBCTA R/W

EX CITY R/W

EX CITY R/W EX CITY R/W

EX CITY R/W
3 4
5 SAWCUT EXISTING PAVEMENT
14 16
4 3
14 1 REMOVE EXISTING AC PAVEMENT
11 REMOVE EXISTING TREE
1 1
2 ADJUST TO GRADE, ITEM PER PLAN
2 2
8 8
8 3
4 N89°44'56"EN89°44'56"E

1 RECORD > CONSTRUCTION >
6'
12'

36.69' RT
100+92.24 EC
8 47.00'
N0°25'8"W
N31°57'24"W

W=24'

8.51'LT
101+45.
1387.11 FS 60

RADIUS POINT
8+73.73 - 18.51' LT (RECORD CL)
101+06.52 EC (CONST CL) =
7+92.81 - 0.00' LT (RECORD CL)
100+21.50 (CONST CL) =
(1387.57 FS)
7+92.82- 3.65' RT (RECORD CL)
100+21.50 BC (CONST CL) =
(1389.14 TC)

JOIN EXIST
END A1-6 CURB

91.81' RT
STA 101+51.93
STA > 9TH STREET = 10+29.53
16 CAUTION:

SEE ELEC PLANS

STREET LIGHT

PP
8 25'

INLET

SEE FENCING PLANS
12'
DOT 027247H, CPUC 101 SG-65.88
1387.48 BW

25.59' LT
STA 101+51.79
1386.98 FS

44.47' LT
STA 101+85.20
1387.25 TC

17.97' LT
100+27.17 BC

11 PROP TCE
(1388.27 FS)

JOIN EXIST PVMT

72.61' RT
STA 101+22.38
MP 65.88 (9.15)
STA > MT-1 = 532+04.35
STA > 9TH STREET = 9+96.25
4 - -
4 1385.27 TC
BEG A1-6 CURB

21.31' LT
STA 102+22.39
6 TOTAL
(1387.31 TC)

JOIN EXIST

BEG C&G, SWK

23.65' LT
STA 100+21.50
(1387.80 FS)

JOIN EXIST

BEG PVMT

22.16' RT
100+21.50
1388.23 BW
1388.73 TC

BEG CURB

51.36' RT
STA 101+14.65

76.37'
N46°11'15"E

CURVE/LINE DATA

WITH RCP PER CITY OF REDLANDS

EXISTING CMP TO BE REPLACED

BEGIN CURB

11.50' LT
STA 10+28.53

END CURB

14.50' RT
STA 10+28.53
1'
CONSTRUCT 8" HIGH TYPE A1-8 CURB PER SPPWC STD PLAN NO. 120-2

REMOVE EXISTING POLE/BOLLARD
CONSTRUCT 8" HIGH TYPE A2-8 CURB AND GUTTER PER SPPWC STD PLAN NO. 120-2 CONSTRUCT FULL AC PAVEMENT SECTION, DEPTHS OF AC AND AB PER SHEET CR00006 5 1 PROTECT IN PLACE
1 24
24 CONSTRUCT DRIVEWAY PER SPPWC STD PLAN NO. 110-2, TYPE B 73 CONSTRUCT 6" HIGH TYPE A1-6 CURB PER SPPWC STD PLAN NO. 120-2 73 3 REMOVE EXISTING CURB
3 68 CONSTRUCT 6" PCC PAVEMENT
68 73 74
1 1
1 68
74 1
24 68
1 2
2 31
INSTALL BOLLARD PER QUICK CRETE PLAN NO. QR-13B PAINTED RAL6002 AT 5FT SPACING OFF CENTER 31 31
73 73

GRADING & DRAINAGE PLANS FOR CATCH BASIN INFORMATION
CONSTRUCT LOCAL DEPRESSION PER SPPWC STD PLAN NO. 313-3, CASE PER PLAN. SEE 9TH STREET - MP 65.88 (9.15)

END CURB

BEG C&G, SWK

39.93' RT
101+08.80
(1388.34 TC)

JOIN EXIST

EXIST CURB

END REMOVE

END CURB

64.57' RT
STA 101+27.39
47 RELOCATE FIRE HYDRANT PER UTILITY PLANS
47 FH
PIPE LINE CONNECTION.

ROCK LINED CHANNEL AND PREPARE SHOP DRAWINGS FOR
STRUCTURE WITH CONRETE LID. CONTRACTOR TO EXPOSE

EXISTING UNDERGROUND SHALLOW ROCK LINED DRAINAGE
W=24'

35.89' RT
101+24.17

WV
2 CB
1 16
16 CASE E

33.38' LT
100+81.49 PRC
CASE E
101+42.56
VAULT
WV &
(1388.42 TC)

JOIN EXIST

BEG C&G

EXIST CURB

BEG REMOVE

23.11' RT
STA 100+40.00

25.34' RT
STA 100+52.88
BOX
SD 5'
1 CURB

REMOVED BY CONTRACTOR

OF RAIL SPUR TO BE

INTERFERING PORTIONS
1387.04 TC
STA 101+46.52
> SPUR-4
> MT

40.00'
150.00'

27.34'

42.20'

49.53'
164.26'

82.27'

7.77'
21 21
DETAIL A SHEET CR00006
CONSTRUCT 4" PCC SIDEWALK PER SPPWC STD PLAN NO. 112-2 AND 113-2, AND PER 74 2 TOTAL
COLD MILL 2" EXISTING PAVEMENT AND CONSTRUCT 2" ASPHALT CONCRETE OVERLAY Redlands Regular Meeting of 09-20-2022 218 of 359
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A
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Conc
STOP
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REV. DATE APP. 5-18-2018 BY
SUB.

DRAWN BY

CHECKED BY

APPROVED BY
DATE
CONTRACT NO.

REVISION SHEET NO.

DRAWING NO.

SCALE
8/7/2019 5:08:50 PMpw:\\pwappsac01:California_Sacram ento\Docum ents\351426\CON0102831\000000000268339\6.0_CAD_BIM\6.2_W ork_In_Progress\6.2.2 ContractFiles\RPRP_04-Contract_Files-Construction_Revisions\_PlotDRV\SANBAG_BW .tblc:\pwworking\sac\d0990737\SANBAG-11x17bw_pdf.pltcfgpw:\\pwappsac01:California_Sacram ento\Docum ents\351426\CON0102831\000000000268339\6.0_CAD_BIM\6.2_W ork_In_Progress\6.2.2 ContractFiles\RPRP_04-Contract_Files-Construction_Revisions\SheetFiles - Construction Revisions\06a_CIVIL\ROADW AY\26495-0 KCARR

ESSI AL
ER E

NE IG N

ER G SI

D RET E
T TA E
S

OF CALIFORNIA
Exp. 12/31/19
GN SO
HENG
SNIAJ
J. KUO
J. BROWN
0 02-06-19 CONFORMED TJ SG
541
542
543
544
8 9 10 11
N
No. REG ISTERED PROFESSIONAL ENG INEER

STATE OF CALIFORNIA
CIVIL

CHRISTOPLIS

CHARLES
045570

1 07-19-19 ADDED CITY SIGNATURE TJ SG
1 CONSTRUCTION NOTES:

REMOVAL NOTES:

EAST

STUART AVENUE

CHURCH STREET
20 0 20 40
SCALE: 1"=20'

CHURCH STREET
5'
5'
> MT
9'
>
1"=20'
CR93101

ROADWAY IMPROVEMENT

(50' R/W)

2.00' LT
8+74.00 BC

2.00' RT
8+74.00 EC
1 2

2.00' LT
11+10.00 BC

2.00' RT
11+10.00 EC

32' 32'
STA > CHURCH STREET = 9+93.35
9'

0.5'R
PP

0.5'R
No. R

CURVE DATA
T L
1 2.00 180°00'00" 6.28
2 2.00 180°00'00" 6.28
-
-
LAYOUT
6'
SWK
1 PROTECT IN PLACE
3 4
5 SAWCUT EXISTING PAVEMENT
10 14
16 21
24 CONSTRUCT DRIVEWAY PER SPPWC STD PLAN NO. 110-2, TYPE B 3 4
21 16
10 5
5 10
21 5
4 1
1 5
16 14
3 21
5 16
14 1 REMOVE EXISTING AC PAVEMENT
4 REMOVE EXISTING CURB & GUTTER
5 REMOVE EXISTING SIDEWALK
6 10
15 5
15 10
1 1
1 4
5 1
1 10
1 5
4 4 16
24 24
15 15
6 6

49 49 INSTALL SIGNAL HOUSE

REMOVE EXISTING RAILROAD SIGNAL
31 31
31 N0°7'30"W
WV

TREE
MP 66.07 (9.34)
STA > MT = 542+26.00

12'
5'
5'
32' 32'
(40'R/W) (30'R/W)

EX CITY R/W

EX CITY R/W
14 14

PROP EASEMENT
N88°01'19"W
PP LPL

DRWY
EXIST

EX CITY R/W

JOIN EXIST

END C&G, SWK & PVMT
STA 11+20.00, 32.00' LT

EX SBCTA R/W

PROP TCE

PROP TCE
(50' R/W)

EX CITY R/W

PROP SBCTA R/W

4.50' RT AP
STA 9+40.00

4.50' LT AP
STA 9+40.00

PROP EASEMENT

EX CITY R/W
W=40'> DRWYSTA 9+24

FOR DET (TYP)

SEE FENCING PLANS

EX SBCTA R/W

EX CITY R/W

EX CITY R/W CONSTRUCT 8" HIGH TYPE A1-8 CURB PER SPPWC STD PLAN NO. 120-2 2 21
11 REMOVE EXISTING TREE
11 11
1 1
11 2 ADJUST TO GRADE, ITEM PER PLAN
2 8 REMOVE EXISTING POLE/BOLLARD
8 55
1 5
(44' R/W) (44' R/W)
8 TREE
1 12'

CURB
1 1
1 WALL

1 WALL
1 FH

1 PP
1 FH

1 TREE

W=12'
> DRWY
STA 9+50

4.50' LT AP
STA 10+40.00

4.50' RT AP
STA 10+40.00
1 JOIN EXIST

END C&G, PVMT
STA 11+20.00, 32.00' RT

PROP TCE
PLANTER 5'
3 30.91'

22.50'
1 GUY
3 SWK

FOR DET (TYP)

SEE DRAINAGE PLANS
1 CURB
3 4

EX CITY R/W

EX CITY R/W
3 4
> MT

FOR DET (TYP)

SEE DRAINAGE PLANS
1 WALL

TREE
1 TREE
1 CHURCH STREET - MP 66.07 (9.34)
MODIFIED> DRWY, W=24'STA 10+47
PAD = 1408.3'
10'x8'

SEE SIGNAL PLANS FOR DET (TYP)
ELEV PER SHEET CR93102

PROP PB (TYP)
DOT 027248P, CPUC 101 SG-66.07

REMOVE EXISTING DRIVEWAY
12 REMOVE EXISTING LANDSCAPING AND IRRIGATION
18 REMOVE EXISTING RAIL EQUIPMENT PER SIGNAL PLANS
18 12
25 25 CONSTRUCT DRIVEWAY FOR MAINTENANCE ACCESS PER SCRRA ENGINEERING STD ES4011 CR00006

CONSTRUCT FULL AC PAVEMENT SECTION, DEPTHS OF AC AND AB PER SHEET FILL OVER 95% COMPACTED NATIVE MATERIAL
CONSTRUCT STAMPED CONCRETE MEDIAN PAVEMENT, 4" PCC OVER 4" SAND 120-2
CONSTRUCT 8" HIGH TYPE A2-8 CURB AND GUTTER PER SPPWC STD PLAN NO.

BEG PVMT
STA 8+70.00, 6.00' RT

JOIN EXIST

BEG C&G, SWK & PVMT
STA 9+00.00, 32.00' RT

JOIN EXIST

BEG PVMT
STA 8+70.00, 6.00' LT

JOIN EXIST

BEG C&G, SWK & PVMT
STA 9+00.00, 32.00' LT

END MED
9+83.35

BEG MED
10+03.36
CASE F
CASE E

11.5'

JOIN EXIST

END SWK
STA 10+30.00, 43.50' RT
3 PIV
VAULT
WATER
32 CONSTRUCT PARKWAY DRAIN PER SPPWC STD PLAN NO. 151-2, DIMENSIONS PER PLAN 32 1
INLET
79 INSTALL 4" CAST IRON PIPE
79 DETAIL B
SEE SHT CR93301

DETAIL A
SEE SHT CR93301

PROP TCE

SEE ELEC PLANS
STA 9+63

REMOVE/RELOCATE EXISTING POWER POLE, SEE UTILITY DISPOSITION PLANS

DETAIL C
SEE SHT CR93301
55 113-2, AND PER DETAIL A SHEET CR00006
CONSTRUCT 4" PCC SIDEWALK PER SPPWC STD PLAN NO. 112-2 AND COLD MILL 2" EXISTING PAVEMENT AND CONSTRUCT 2" ASPHALT CONCRETE OVERLAY

INSTALL STREET LIGHT PER ELECTRICAL PLANS
Redlands Regular Meeting of 09-20-2022 219 of 359
M
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scured
A
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Conc
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REV. DATE APP. 5-18-2018 BY
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DRAWN BY

CHECKED BY

APPROVED BY
DATE
CONTRACT NO.

REVISION SHEET NO.

DRAWING NO.

SCALE
8/7/2019 5:07:38 PMpw:\\pwappsac01:California_Sacram ento\Docum ents\351426\CON0102831\000000000268339\6.0_CAD_BIM\6.2_W ork_In_Progress\6.2.2 ContractFiles\RPRP_04-Contract_Files-Construction_Revisions\_PlotDRV\SANBAG_BW .tblc:\pwworking\sac\d0990737\SANBAG-11x17bw_pdf.pltcfgpw:\\pwappsac01:California_Sacram ento\Docum ents\351426\CON0102831\000000000268339\6.0_CAD_BIM\6.2_W ork_In_Progress\6.2.2 ContractFiles\RPRP_04-Contract_Files-Construction_Revisions\SheetFiles - Construction Revisions\06a_CIVIL\ROADW AY\26495-0 KCARR

ESSI AL
ER E

NE IG N

ER G SI

D RET E
T TA E
S

OF CALIFORNIA
Exp. 12/31/19
GN SO
HENG
SNIAJ
J. KUO
J. BROWN
0 02-06-19 CONFORMED TJ SG
562 563 564 565
562
563 564 565
7 8 9 10 11 12
20 21
19 N
CONSTRUCTION NOTES:

REMOVAL NOTES:

NORTH UNIVERSITY STREET

NORTH UNIVERSITY STREET
32'
9'
5'
2'
32'
5'
5'
(30'R/W)
20 0 20 40
SCALE: 1"=20'
1"=20'
CR98101

ROADWAY IMPROVEMENT

23'
No. R

CURVE DATA
T L
1 4.50 180°00'00" 14.14
2 4.50 180°00'00" 14.14
1 0.5'R

0.5'R
2 29.50'
(44' R/W)
-
-
LAYOUT
(44'R/W)
15'

EX SBCTA R/W

EX CITY R/W

EX CITY R/W
> MT-1
N0°13'41"W
5'
3 18°32'42"
4 17°40'38" 3.09
90°00'00" 15.71
6 31.88
7 99°10'11" 43.27
8 33.18
9 72°19'22" 44.18
5 150.00

10.00 10.00
220.00

25.00 229.00

35.00 8°18'08"
8°18'08"

24.49 1.55

10.00 15.97

29.36 16.62

25.58 48.55
9 5
4 3
7 8
6 AVENUE
EAST
PARK
> MT-2

60.58'

EX CITY R/W

PROP TCE

PROP EASEMENT
5'
9'
> MT-1
> MT-2

PROP SBCTA R/W

EX SBCTA R/W

PROP TCE
(69.5'R/W)
5'
(30' R/W)

PROP SBCTA R/W

SEE SIGNAL PLANS FOR DET (TYP)
ELEV PER SHEET CR98101 AND CR98102

PROP PB (TYP)

EASEMENT
PROP
N. UNIVERSITY STREET - MP 66.48 (9.75)

SEE FENCING PLANS

DETAIL B
SEE SHT CR98301

DETAIL A
TCE
PROP

EASEMENT
PROP

23.50'

18.50'

LOOP DETECTORS IN KIND

REMOVE AND REPLACE

GRADE TO DRAIN
AVENUE
PARK
EAST

9.33'
No. REG ISTERED PROFESSIONAL ENG INEER

STATE OF CALIFORNIA
CIVIL

CHRISTOPLIS

CHARLES
045570

1 07-19-19 ADDED CITY SIGNATURE TJ SG
1 STA > NORTH UNIVERSITY STREET = 9+81.49

STA > NORTH UNIVERSITY STREET = 10+00.00
STA > MT = 563+57.85
MP 66.48 (9.75)
MP 66.48 (9.75)
STA > MT-2 = 563+58.12
20+77.20
BC
21+09.08
EC
18+53.33
BC
19+01.88
EC

DOT 027250R, CPUC 101 SG-66.48

(NORTH UNIVERSITY STREET)
INT 10+54.29
= 20+00 (EAST PARK AVENUE)
(NORTH UNIVERSITY STREET)
INT 10+60.00
= 20+00 (EAST PARK AVENUE)

9.59' RT
20+94.72 BC
56 MH
SEWER
FH

4.50' LT
9+57.47 BC

4.50' RT
9+57.47 EC
MH
SEWER
MH
SEWER

4.50' RT
11+20.00 EC

4.50' LT
11+20.00 BC

PROTECT IN PLACE
3 4
5 SAWCUT EXISTING PAVEMENT
10 14
16 24
26 4
3 2
16 5
10 1
24 21
21 5
4 3
21 26
16 4
3 5
5 14
10 21
21 16
5 4
3 16 1
14 24
1 REMOVE EXISTING AC PAVEMENT
4 REMOVE EXISTING CURB & GUTTER
5 REMOVE EXISTING SIDEWALK
6 10
11 REMOVE EXISTING TREE
15 4
1 4
1 10
15 1
4 10
15 1
1 1
1 4
2 ADJUST TO GRADE, ITEM PER PLAN
16 1
15 2
2 6
6 49
49 INSTALL SIGNAL HOUSE
1 REMOVE EXISTING RAILROAD SIGNAL
11 1
1 FH
1 TREE
1 TREE
TREE
1 TREE
1 S81°03'49"E
S89°21'57"E
PP

SEE ELEC PLANS
STA 9+45
PP
4 3 14
WM
15 WV
14 3
4 TREE
1 19
3 27
44 INSTALL NON-REMOVABLE BOLLARDS PER SHEET CR00006
44 55
55 18
18 11
8 24
8 2
15 8
8 8
24 3
2 2
4 4
24 2
24 8 REMOVE EXISTING POLE/BOLLARD
24 REMOVE AND SALVAGE EXISTING SIGN

BEG SWK, JOIN EXIST
STA 9+08.00, 39.00' LT

END PVMT, JOIN EXIST
STA 18+40.00, 11.50' LT

END PVMT, JOIN EXIST
STA 18+40.00, 11.50' RT

JOIN EXIST

END C&G, PVMT
STA 11+50.00, 34.00' LT
6" AB
8" PCC
MODIFIED> DRWY, W=18'STA 9+40.00
PAD = 1445.8'
10'x8'

JOIN EXIST

BEG C&G, PVMT
STA 8+40.00, 32.00' LT

END MED
9+71.49

BEG MED
10+10.00

REMOVE EXISTING DRIVEWAY
1 6
1 6 1 6
6 27
56 CONSTRUCT PCC PAVEMENT PER PLAN
56 OVER 4" SAND FILL OVER 95% COMPACTED NATIVE MATERIAL CONSTRUCT STAMPED CONCRETE MEDIAN PAVEMENT, 4" PCC
ENGINEERING STD ES4001, DETAIL B
CONSTRUCT 8" AC PAVEMENT WITH GLASS GRID PER SCRRA
AB PER SHEET CR00006

CONSTRUCT FULL AC PAVEMENT SECTION, DEPTHS OF AC AND
STD PLAN NO. 120-2
CONSTRUCT 8" HIGH TYPE A2-8 CURB AND GUTTER PER SPPWC
STD PLAN NO. 120-2
CONSTRUCT 6" HIGH TYPE A3-6 CURB AND GUTTER PER SPPWC

SIGNAL PLANS

REMOVE EXISTING RAIL EQUIPMENT PER
CASE B, TYPE 1
CONSTRUCT CURB RAMP PER SPPWC STD PLAN NO. 111-5,
CASE A, TYPE 1
CONSTRUCT CURB RAMP PER SPPWC STD PLAN NO. 111-5,
TYPE B
CONSTRUCT DRIVEWAY PER SPPWC STD PLAN NO. 110-2,
NO. 120-2
CONSTRUCT 8" HIGH TYPE A1-8 CURB PER SPPWC STD PLAN
19 11.50' LT
19+42.40
ECR
11 1
TREE
VAC
AIR
2 2
SIGN
1 SEE SHT CR98301
2 VAULT
3 2
> DRWY, W=16'
STA 9+29.00
CR98301

SEE SHT

DETAIL C
N72°05'21"E

SEE STATION PLANS
6" AB
8" AC
TCE
PROP
3 TOTAL
4"X12"

OPENING

CUT CURB

32.00' RT
STA 8+90.00 JOIN EXIST

BEG C&G, PVMT
STA 8+40.00, 32.00' RT

34.00'LT
10+86.81 BCR
PLANS

SEE UTLITY

SEE UTILITY DISPOSITION PLANS

REMOVE/RELOCATE EXISTING POWER POLE,
19 19

BEG SWK

32.00' RT
STA 9+16.00

END C&G
565+05.47, 29.33' LT MT-1
STA 21+49.39, 11.50'LT =

JOIN EXIST

END PVMT

28.40' RT
STA 11+50.00
26 REMOVE EXISTING AC CURB
26 FS=1447.78

END SWK

11.50'LT
STA 21+66.10,
SWK
AND 113-2, AND PER DETAIL A SHEET CR00006
CONSTRUCT 4" PCC SIDEWALK PER SPPWC STD PLAN NO. 112-2

ASPHALT CONCRETE OVERLAY
COLD MILL 2" EXISTING PAVEMENT AND CONSTRUCT 2"

INSTALL STREET LIGHT PER ELECTRICAL PLANS
Redlands Regular Meeting of 09-20-2022 220 of 359
Exhibit B
– Preliminary Quiet Zone Risk Index
Calculations
San Gabriel (formerly Redlands) Subdivision
Southern California Regional Rail Authority
Notice of Intent to Create New Quiet Zone
Redlands Regular Meeting of 09-20-2022 221 of 359
Draft Quiet Zone Risk Index Calculation QZ Name: RPRP Draft Quiet Zone Report FRA
Crossing #
CPUC Crossing
#
MP Street PRE
SSM
SSM Risk Index Risk Index
(with closure
redistribution)
Proposed Improvements ASM/MSSM
Effectiveness
Rate
Risk Index with
improvements
027231L 101 SG-63.00
(002U-6.30)

63.00 (6.3)
California Street 167,829.51 167,829.51 Modify existing 100'+ median to the south and modify approx. 50' of existing 100' median to the north, driveways w/in 20', add 3quad gates, Presignal traffic signal preemption. MSSM Partial Risk Reduction for exit gates with 100' median on south side and 50' median modification on north side.

0.66 57,062.03
027232T 101 SG-63.50
(002U-6.80)

63.50 (6.8)
Nevada Street 90,723.59 90,723.59 add 100' medians, driveway approx. 40' upstream from gate, protected by median and warning gate on approach.

0.8 18,144.72
027233A 101 SG-64.02
(002U-7.30)

64.02 (7.3)
Alabama Street 161,083.20 161,083.20 100' medians, downstream driveways adjacent to the crossing and warning device location on both crossing exits. Upstream driveway within 60'.
161,083.20
027234G 101 SG-64.20
(002U-7.40)

64.20 (7.4)
Colton Avenue 108,777.76 108,777.76 Add 3 quad gates, modify medians, traffic signal preemption, Redlands Blvd w/in 60'. MSSM Reduction for exit gates on south side and 100' median modification on north side.

0.785 23,387.22
027235N 101 SG-64.55
(002U-7.80)

64.55 (7.8)
Tennessee Street 154,190.82 154,190.82 Add raised medians, traffic signal preemption, Redlands Blvd and driveway approx. 20' from crossing.
154,190.82
027237C 101 SG-64.82
(002U-8.10)

64.82 (8.1)
New York Street 318.63 318.63 Existing Closed Crossing, convert to new pedestrian crossing with active gates all quadrants 318.63 027238J 101 SG-64.88
(002U-8.20)

64.88 (8.2)
Stuart Avenue 2 17,958.74 0.00 Close Crossing, remove pavement extend curb on Redlands and Stuart. Risk redistributed to adjacent crossings.

0.00 027239R 101 SG-65.07
(002U-8.40)

65.07 (8.4)
Texas Street 13 118,332.11 119,363.94 add 100' raised medians, sidewalk/pedestrian and driveway modifications 23,872.79 027240K 101 SG-65.36
(002U-8.60)

65.36 (8.6)
Eureka Street 130,651.71 130,651.71 modify medians to min. 100', downstream driveway at 70' 0.8 26,130.34 027242Y 101 SG-65.57
(002U-8.80)

65.57 (8.8)
Orange Street 138,136.37 138,136.37 105' and 95' medians, traffic signal preemption, upstream driveway at 30', Oriental Avenue at 95'

0.8 27,627.27
027245U 101 SG-65.70
(002U-9.00)

65.70 (9.0)
6th Street 96,417.80 96,417.80 Add 65' and 100'+ medians, upstream and downstream driveways at 30' and 50' 96,417.80 027246B 101 SG-65.76
(002U-9.10)

65.76 (9.1)
7th Street 26,055.58 28,916.45 Add 105' and 95' medians, downstream driveways at 30' and 60' 28,916.45 027247H 101 SG-65.88
(002U-9.20)

65.88 (9.2)
9th Street 2 24,134.37 0.00 Close crossing create cul-de-sac add barricades. Risk redistributed to adjacent crossings. 0.00 027248P 101 SG-66.07
(002U-9.30)

66.07 (9.3)
Church Street 73,539.53 74,671.62 Add 110' medians, upstream driveway at 20' and downstream driveways at 40' on south side.

MSSM Partial Reduction for downstream driveway at 40' in southwest quadrant.

0.68 23,894.92
027250R 101 SG-66.48
(002U-9.80)

66.48 (9.8)
University Street 68,092.97 68,092.97 Add 18' and 115' medians, 3-Quad gates, Park Ave and driveway w/in 20' on north side of crossing. MSSM Partial Reduction for exit gates on south side of crossing and for downstream roadway at 20' in northeast quadrant.

0.625 25,534.86
Risk Index with Horns (RIWH) 55,005.71
LEGEND: Quiet Zone Risk Index (QZRI) 44,438.74 PASS
Risk Index from FRA Quiet Zone Calculator
Proposed ASM/MSSM Effectiveness Rate
SSM 2 - Permanent Closure (1.0 effectiveness rate)
SSM 13 - Medians (0.8 effectiveness rate)
SSM 10 - 4 Quad Gates (0.77 effectiveness rate)
SSM 11 - 4 Quad Gates with Medians (0.92 effectiveness rate) DRAFT Redlands Regular Meeting of 09-20-2022 222 of 359 EXHIBIT D-1
To Maintenance Agreement
for
All At-Grade Crossings within MP 61.87 to 66.48 of
the San Gabriel Subdivision
SCRRA Form 6 - Right of Entry Agreement &
SCRRA Insurance Requirements
Redlands Regular Meeting of 09-20-2022 223 of 359
Exhibit D-1
Please refer to the current SCRRA Form 6 – Right of Entry Agreement & SCRRA Insurance Requirements posted on Metrolink’s website using the following links:

SCRRA Form 6 - Right of Entry Agreement
https://metrolinktrains.com/globalassets/about/engineering/scrra-form-no-6-september-2-2021.pdf Redlands Regular Meeting of 09-20-2022 224 of 359
EXHIBIT D-2
To Maintenance Agreement
for
All At-Grade Crossings within MP 61.87 to 66.48 of
the San Gabriel Subdivision
SCRRA Form 37 - Rules and Requirements for
Construction on Railway Property
Redlands Regular Meeting of 09-20-2022 225 of 359
Exhibit D-2
Please refer to the current SCRRA Form 37 – Rules and Requirements for Construction on Railway Property posted on Metrolink’s website using the following links:

SCRRA Form 37 - Rules and Requirements for Construction on Railway Property https://metrolinktrains.com/globalassets/about/engineering/scrra_form_no_37.pdf Redlands Regular Meeting of 09-20-2022 226 of 359
EXHIBIT D-3
To Maintenance Agreement
for
All At-Grade Crossings within MP 61.87 to 66.48 of
the San Gabriel Subdivision
SCRRA General Safety Regulations for Third Party
Construction and Utility Workers on SCRRA Property
Redlands Regular Meeting of 09-20-2022 227 of 359
Exhibit D-3
Please refer to the current SCRRA General Safety Regulations for Third Party Construction and Utility Workers on SCRRA Property posted on Metrolink’s website using the following links:

SCRRA General Safety Regulations for Third Party Construction and Utility Workers on SCRRA Property https://metrolinktrains.com/about/agency/right-of-way/
Redlands Regular Meeting of 09-20-2022 228 of 359
EXHIBIT D-4
To Maintenance Agreement
for
All At-Grade Crossings within MP 61.87to 66.48 of
the San Gabriel Subdivision
SCRRA Highway - Rail Grade Crossing Manual
Redlands Regular Meeting of 09-20-2022 229 of 359
Exhibit D-4
Please refer to the current SCRRA Highway – Rail Grade Crossing Manual posted on Metrolink’s website using the following links:

SCRRA Highway - Rail Grade Crossing Manual
https://metrolinktrains.com/globalassets/about/engineering/scrra_grade_crossing_manual.pdf Redlands Regular Meeting of 09-20-2022 230 of 359
EXHIBIT D-5
To Maintenance Agreement
for
All At-Grade Crossings within MP 61.87 to 66.48 of
the San Gabriel Subdivision
SCRRA Design Criteria Manual - Section 25 Quiet
Zone Implementation
Redlands Regular Meeting of 09-20-2022 231 of 359
Exhibit D-5
Please refer to the current SCRRA Quiet Zone implementation guidelines and procedures included in the SCRRA Design Criteria Manual posted on Metrolink’s website using the following links:

SCRRA Design Criteria Manual – Section 25 Quiet Zone Implementation https://metrolinktrains.com/globalassets/about/engineering/scrra_design_criteria_manual.pdf Redlands Regular Meeting of 09-20-2022 232 of 359
City Council/Financing Authority Meeting I. 7.

DATE: 09/20/2022
TO: Honorable Mayor and City Council Members
SUBJECT: Approve the First Amendment to the Public Works Contract with Deark E&C, Inc. for the Orange Blossom Trail Phase 3 Project to extend the time for completion by one-hundred and ten (110) calendar days (Municipal Utilities and Engineering Director Harris) MOTION(S):

If City Council determines the staff recommendation is appropriate, the following motion is provided:

I move to approve the First Amendment to the Public Works Contract with Deark E&C, Inc. for the Orange Blossom Trail Phase 3 Project to extend the time for completion by 110 calendar days.

RECOMMENDATION:

Staff recommends City Council approve the First Amendment to the Public Works Contract with Deark E&C, Inc. for the Orange Blossom Trail Phase 3 Project to extend the time for completion by one hundred ten 110 calendar days.

DISCUSSION:

On June 7, 2022 City Council Approved a Public Works Contract with Deark E&C, Inc. to construct the Orange Blossom Trail Phase 3 Project (Project) for an amount not-to-exceed $782,396. This project is funded by a Transportation Development Act (TDA) Article 3 grant and proposes to construct approximately one half mile of multi-use path along the Mission Channel from Alabama Street to Tennessee Street.

Due to lengthy project material lead times and the need for environmental approval for a design change to the bio-retention basin, Deark E&C Inc. has notified staff the Contract completion time is inadequate. Therefore, staff recommends a Contract amendment to increase the time for completion by 110 Redlands Regular Meeting of 09-20-2022 233 of 359
recommends a Contract amendment to increase the time for completion by 110 calendar days, resulting in a revised time for completion of 180 calendar days.

This is the only Contract revision proposed.

ALTERNATIVES:

City Council may deny the staff recommendation, although doing so would prevent completion of the project.

STRATEGIC PLAN:

N/A
SUBMITTED BY:

John R. Harris, Municipal Utilities and Engineering Director RECOMMENDED BY:

Charles M. Duggan Jr., City Manager
REVIEWED BY:

Yvette M. Abich Garcia, City Attorney
Janice McConnell, Assistant City Manager
Goutam K. Dobey, City Engineer
PREPARED BY:

Gerard Nepomuceno, Civil Engineer
Fiscal Impact
Discussion:

There is no fiscal impact associated with this action.

Attachments
A.First Amendment to Deark E&C Contract
B. Executed Contract (Reference Only)
Redlands Regular Meeting of 09-20-2022 234 of 359

FIRST AMENDMENT TO PUBLIC WORKS CONSTRUCTION CONTRACT
This first amendment (“First Amendment”) to the Public Works Construction Contract for the Orange Blossom Trail Phase 3 Project dated June 7, 2022 (the “Contract”), by and between the City of Redlands, a municipal corporation and general law city (“City”), and Deark E&C, Inc., a California corporation (“Contractor”), is made and entered into this 20th day of September, 2022.

RECITALS
WHEREAS, it is the desire of the City and Contractor to amend their existing Contract, specifically to amend the Time for Completion of the Contract; and WHEREAS, the City Council approved the contract with contractor for work in accordance with the Contract Documents for City’s Orange Blossom Trail Phase 3 Project, Project No.

S241001;
NOW, THEREFORE, in consideration of the mutual promises contained herein City and Contractor agree as follows:

AGREEMENT
Section 1. The time for completion, as set forth in Section 3 of the Contract, is herby amended to increase Contractor’s time for completion and shall read as follows:
“TIME FOR COMPLETION: the Work shall be completed within One Hundred Eighty (180) calendar days from and after the date of City’s issuance of a Notice to Proceed to Contractor.”
Section 2. All other provisions of the Contract shall remain unchanged by this First Amendment, and in effect.

IN WITNESS WHEREOF, the parties have executed this First Amendment, to be effective as of the 20th day of September, 2022.

CITY OF REDLANDS DEARK E&C, INC.
________________________________ By: ________________________________ Paul T. Barich, Mayor Signature of Authorized Agent
ATTEST:
__________________________________
Jeanne Donaldson, City Clerk
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City Council/Financing Authority Meeting I. 8.

DATE: 09/20/2022
TO: Honorable Mayor and City Council Members
SUBJECT: Approve cancelling the existing purchase order with Safe Environment Engineering, and issuing a new purchase order with SKC-West, Inc. for an amount not to exceed $30,000 (Municipal Utilities and Engineering Director Harris)
MOTION(S):

If City Council determines the staff recommendation is appropriate, the following motion is provided:

I move to approve cancelling the existing purchase order with Safe Environment Engineering, and issuing a new purchase order with SKC-West, Inc. for an amount not-to-exceed $30,000.

RECOMMENDATION:

Staff recommends City Council approve cancelling the existing purchase order with Safe Environment Engineering, and issuing a new purchase order to SKC-West, Inc. for an amount not-to-exceed $30,000.

DISCUSSION:

In accordance with the City's purchasing policy, City staff developed a Request for Bid (RFB) for Wastewater Draeger Hydrogen Sulphide (H2S) Detector Tubes on March 29, 2022. The RFB was competitively advertised, and the City Clerk conducted a public bid opening on April 12, 2022. Safe Environment Engineering submitted the lowest responsive and responsible bid. On June 21, 2022, City Council approved and awarded an annual purchase order to Safe Environment Engineering for the purchase of these detection tubes.

Recently, Safe Environment Engineering notified staff that they are no longer able to supply the specified detector tubes and forfeited their purchase order. In order to comply with South Coast Air Quality Management District (SCAQMD) Redlands Regular Meeting of 09-20-2022 260 of 359
order to comply with South Coast Air Quality Management District (SCAQMD) digester gas testing protocols, the City's wastewater facility must maintain a reliable source of supply for these detector tubes. Staff recommends canceling the existing purchase order with Safe Environment Engineering and issuing a new purchase order to the next lowest bidder, SKC-West Inc, for an amount not-to-exceed $30,000.

ALTERNATIVES:

City Council may deny the staff recommendation and provide alternate direction to staff.

STRATEGIC PLAN:

N/A
SUBMITTED BY:

John R. Harris, Municipal Utilities and Engineering Department Director RECOMMENDED BY:

Charles M. Duggan Jr., City Manager
REVIEWED BY:

Janice McConnell, Assistant City Manager
Danielle Garcia, Management Services/Finance Director
Dana Abramovitz-Daniel, Procurement Manager
PREPARED BY:

Jungjoon Park, Laboratory Manager
Fiscal Impact
Fiscal Year: FY 22/23
Appropriation Required Y/N: No
Amount: $30,000
Budgeted Y/N: Yes
Account No.: 521900
Discussion:

There is no fiscal impact associated with this action. Sufficient funding for this purchase is included in the Fiscal Year 22/23 Wastewater Service (521900) Budget.

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Attachments
Email - Safe Environment Engineering
Bid Report
Bid Analysis
Current Purchase Order - Safe Environment Engineering
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BID NO. BID NO. 20220329-01WW BID DATE: 4/12/2022
Annual P.O. ANNUAL PO

WW DRAEGER HYDROGEN SULPHIDE
(H2S) DETECTOR TUBE FISCAL YEAR: 2022/2023
UOM Unit Price Extended
Price Unit Price Extended Price Unit Price Extended Price 1 6728821
Draeger Hydrogen Sulphide H2S Detector Tube, 2
to 200 ppm, pk/10 200 EA $66.60 $13,320.00 $78.33 $15,666.00 $95.00 $19,000.00 2 CH29801
Draeger Hydrogen Sulphide H2S Detector Tube, 5
to 600 ppm, pk/10 50 EA $62.40 $3,120.00 $73.32 $3,666.00 $90.00 $4,500.00 3 6400000 Draeger-Tube Pump Accuro 1 EA $341.60 $341.60 $401.38 $401.38 $490.00 $490.00 TOTAL SUM BID (Item 1 - 3) $16,781.60 $19,733.38 $23,990.00 Safe Environment Engineering
v

MUNICIPAL UTILITIES AND ENGINEERING DEPARTMENT

BID ANALYSIS
Item Number
PART NO. Description QTY
SKC West Technology International Inc.

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Vendor
Bill To
Fiscal Year
Department
Purchase Order Date
Purchase Order Number
Required By
Ship To

VENDOR PHONE NUMBER VENDOR FAX NUMBER VENDOR NUMBER REQUISITION NUMBER BUYER NAME DELIVERY REFERENCE NOTES
ITEM # DESCRIPTION QUANTITY UOM UNIT PRICE EXTENDED PRICE

PURCHASE ORDER
200930

SAFE ENVIRONMENT ENGINEERING
28320 CONSTELLATION ROAD
VALENCIA, CA 91355

CITY OF REDLANDS
PO BOX 3005
REDLANDS, CA 92373
EMAIL: [email protected]
*Emailing invoice and referencing PO No.
is required and will expedite payment*
.

FINBIL
22300159

MUNICIPAL UTIL & ENGINEERING
06/29/2022

THIS PURCHASE ORDER NUMBER MUST APPEAR ON
ALL INVOICES, PACKAGES, AND SHIPPING PAPERS.
07/01/2022
2023 Page 1 of 1
MUED-Wastewater Div
1950 Nevada St
Redlands, CA 92373
WTSWTR
200930 12300229 Christian Duenez AS NEEDED

WW DRAEGER TUBE
PURCHASE ORDER TERM:

JULY 1, 2022 - JUNE 30, 2023.
.

PURCHASE ORDER AS PER CITY COUNCIL APPROVAL DATED JUNE 21, 2022. .

NOT TO EXCEED DOLLAR AMOUNT PER YEAR. THIS PO WILL BE CLOSED WHEN THE TOTAL AMOUNT IS EXHAUSTED. .

PURCHASE ORDER AS PER RFB NO.20220329-01WW DATED APRIL 12, 2022. .

PROVIDE DRAEGER HYDROGEN SULPHIDE (H2S) DETECTOR TUBES ON A 1.0000 EA $30,000.0000 $30,000.00

NEED-BY-NEED BASIS FOR THE CITY OF REDLANDS MUNICIPLE UTILITES AND ENGINEERING DEPARTMENT, WASTEWATER DIVISION.
1 PROCUREMENT MANAGER Purchase Order Total
Total Ext. Price $30,000.00
$30,000.00
PURCHASING DIVISION - 1270 W. PARK AVE. REDLANDS, CA 92373 - Email: [email protected]

PLEASE SEE ATTACHED PURCHASE ORDER TERMS AND CONDITIONS Redlands Regular Meeting of 09-20-2022 266 of 359

CITY OF REDLANDS

PURCHASE ORDER TERMS AND CONDITIONS
unless otherwise specified in an executed agreement, the following shall apply

1. INVOICES: Each purchase order is to be invoiced separately and all invoices shall be submitted to the billing address as shown on the front of the Purchase Order. All invoices, shipping documents, correspondence, and-related papers must have the purchase order number and consignee shown clearly in their face.

2. PACKAGING AND DRAYAGE: Unless so specified on the Purchase Order and evidenced by a copy of the freight bill attached to the invoice, there shall be no charge to the City for either packaging and/or drayage

3. INSPECTION: All materials and workmanship provided under the terms of the Purchase Order are subject to inspection and test by the City to ensure compliance with the requirements and specifications contained therein. In the event that the goods or services delivered are defective, or are not in conformity with the Purchase Order, the City shall have the right to either reject said goods or services, or require that they be corrected or otherwise brought into conformity with the terms set forth in the Purchase Order.

4. RESPONSIBILITIES: Unless otherwise specified in the Purchase Order, the supplier/contractor shall be responsible for all items covered in said Purchase Order until delivered at the designated delivery point and thereafter accepted by the City. Supplier/contractor shall bear all risks as the goods and services provided until they are finally accepted by the City. Upon the City’s notice to supplier/contractor of its rejection of the goods or services provided or the need for the correction thereof. All such defective goods or services shall be removed from City premises, and any and all expenses incurred in the removal and/or correction of such defective goods or services shall be borne entirely by the supplier/contractor.

5. ACCEPTANCE: The City’s final acceptance of the goods or services provided under the Purchase Order shall be conclusive except in those instances where a latent defect or fraud is subsequently discovered, or when a supplier/contractor has committed such gross mistakes that they are tantamount to a fraud. The City’s failure to inspect and either accept or reject the goods or services delivered shall not relieve the supplier/contractor for the responsibility for strict compliance with the terms and specifications of the Purchase Order.

6. CHANGES: This Purchase Order may, at any time, be changed with regard to the materials or services to be furnished, the quantity ordered, the unit price, discount, delivery point or arrangements, terms or any other matters affecting a valid order. However, in order to be effective, any such change or amendment causes an increase or decrease in the cost of performance hereunder, an equitable adjustment shall be made to reflect the increase or the decrease in the cost thereof. Any such adjustment shall be subject to the written approval of the Purchasing Agent. No variation in the quality, quantity, or coat of any item called for by this Purchase Order Shall be acceptable by the City except in pursuance of a written Change Order approved by the Purchasing Agent.

7. TERMINATION: This Purchase Order may be terminated, in whole or in part, at any time, by written notice to the supplier/contractor. Such termination shall be effective with respect to the quantity, manner, and time specified in such notice. The City shall be liable at the stipulated price only for such materials and/or services as have been delivered and/or rendered and accepted as of the effective date of said written notice. The City shall not be liable for any excess cost arising out of such termination, and failure of the supplier/contractor to cease delivery and/or work upon receipt of such termination notice shall not occasion a claim for extra costs.

8. TIME IS OF THE ESSENCE: In the event that the supplier/contractor fails to perform this Purchase Order within the time specified, the Purchasing Agent may, by written notice, order the supplier/contractor to cease further deliveries and may hold the supplier/contractor liable for any damages caused to the City by reason of such delay. If no time is specified, it is expected that the supplier/contractor shall begin performance within a reasonable time after placement of the order. The City may extend periods of performance if the facts as to the cause of the delay, in sole opinion of the Purchasing Agent, justify such an extension.

9. LIABILTIY: The supplier/contractor shall defend, indemnify and hold harmless the City, its elected officials, officers, employees, and agents from all claims, losses, damages, costs, expenses and suits, in law or in equity, because of personal injury, property damage, or alleged or actual patent infringements, based on the performance of this Purchase Order or asserted against it. Further, supplier/contractor warrants that the City shall not be responsible for any damages that may be claimed by reason or death injury of the person of the supplier/contractor’s officer, agents, employees, invitees or licensees or for damage to any property of the supplier/contractor or any other damage that may arise or result at anytime because of personal injury or damage to property sustained by any other person or persons, which may have been caused or contributed by proximately or otherwise by reason of, or in course of, carrying out this Purchase Order.

10. DISPUTES: All disputes concerning questions of fact which may arise under this Purchase Order under this Purchase Order, and not disposed of by mutual agreement and/or consent, shall be decided by the sole discretion of the Purchasing Agent. All disputes concerning questions of law, which may arise under this Purchase Order, shall be decided under applicable laws of the State of California.

11. PAYMENTS: Payments shall be made upon submission of an itemized invoice, presented in duplicate of the prices stipulated in the Purchase Order and within 30 days of becoming due for supplies delivered and accepted or services rendered and accepted, less deductions if any. When requested by the supplier/contractor, payment on partial deliveries may be made whenever, in the sole discretion of the Purchasing Agent, the surrounding circumstances warrant such partial payment. In the event and, if for any reason, an overpayment is made; the City requires prompt refund of said overpayment by way of supplier/contactor’s properly referenced check.

12. LICENSOR: All supplier/contractors who perform work within the City, must have on file at the Redlands City Revenue Office, a current and valid city business license.

13. CONFORMITY WITH SAFETY ORDERS: The goods and/or services covered by this Purchase Order or contract must conform to the safety order of OSHA, CAL-OSHA, and/or NIOSHA and any and all applicable material safety data sheets (MSDS).

14. PREVAILING WAGES: When applicable, the City is subject to the State of California prevailing wage laws as set forth in California Labor Code Section 1770 et seq. The contractor is responsible for determining the appropriate Department of Industrial Relations (DIR) classification for the various employees and subcontractors used for a particular project or service. The rates for each classification are posted on the DIR website at http://www.dir.ca.gov/DIRdatabases.html. All contractors performing work for the City are responsible for abiding by all applicable prevailing wage laws, and must furnish the City with Certified Payroll Records upon request.

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City Council/Financing Authority Meeting I. 9.

DATE: 09/20/2022
TO: Honorable Mayor and City Council Members
SUBJECT: Approve the First Amendment to the Public Works Contract with Baker Electric & Renewables LLC for the HSIP Cycle 8 Emergency Vehicle Preemption System Project to extend the time for completion by one hundred and fifteen (115) calendar days (Municipal Utilities and Engineering Director Harris)
MOTION(S):

If City Council determines the staff recommendation is appropriate, the following motion is provided:

I move to approve the First Amendment to the Public Works Contract with Baker Electric & Renewables LLC for the HSIP Cycle 8 Emergency Vehicle Preemption System Project to extend the time for completion by one hundred and fifteen (115) calendar days.

RECOMMENDATION:

Staff recommends City Council approve the First Amendment to the Public Works Contract with Baker Electric & Renewables LLC for the HSIP Cycle 8 Emergency Vehicle Preemption System Project to extend the time for completion by one hundred and fifteen (115) calendar days.

DISCUSSION:

On June 21, 2022, City Council approved a Public Works Contract with Baker Electric & Renewables LLC (Baker) to construct the HSIP Cycle 8 Emergency Vehicle Preemption System Project (Project) for an amount not-to-exceed $937,418. This project is funded by the California Department of Transportation (CalTrans) through the Highway Safety Improvement Program (HSIP) and proposes to install emergency vehicle preemption (EVP) devices on traffic signals throughout the City.

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The Project requires a Caltrans encroachment permit for portions of the work.

The permitting process has been delayed and staff is working diligently to obtain the Caltrans permit with minimal impact to the project schedule. Additionally, Baker notified staff that the lead time for project materials is lengthy and will cause construction of the Project to exceed the Contract completion deadline.

Therefore, staff is recommending a Contract amendment to increase the Contract time for completion by one hundred and fifteen (115) calendar days, resulting in a revised Contract time for completion of one hundred and ninety (190) calendar days. This is the only Contract revision proposed.

ALTERNATIVES:

City Council may deny the staff recommendation, although doing so would prevent completion of the project.

STRATEGIC PLAN:

N/A
SUBMITTED BY:

John R. Harris, Municipal Utilities and Engineering Director RECOMMENDED BY:

Charles M. Duggan Jr., City Manager
REVIEWED BY:

Yvette M. Abich Garcia, City Attorney
Janice McConnell, Assistant City Manager
Goutam K. Dobey, City Engineer
PREPARED BY:

Veronica Medina, Associate Engineer
Fiscal Impact
Discussion:

There is no fiscal impact associated with this action.

Attachments
A. First Amendment to Baker Contract
B. Executed Contract (Reference only)
Redlands Regular Meeting of 09-20-2022 269 of 359

FIRST AMENDMENT TO PUBLIC WORKS CONSTRUCTION CONTRACT
This First Amendment (“First Amendment”) to the Public Works Construction Contract for the HSIP Cycle 8 Emergency Vehicle Preemption System Project dated June 21, 2022 (the “Contract”), by and between the City of Redlands, a municipal corporation and general law city (“City”), and Baker Electric & Renewables LLC, a California limited liability company (“Contractor”), is made and entered into this 20th day of September, 2022.

AGREEMENT
Section 1. The time for completion, as set forth in Section 3 of the Contract, is hereby amended to increase Contractor’s time for completion and shall read as follows:
“TIME FOR COMPLETION: the Work shall be completed within One Hundred and Ninety (190) calendar days from and after the date of City’s issuance of a Notice to Proceed to Contractor.”
Section 2. All other provisions of the Contract shall remain unchanged by this First Amendment, and in effect.
[Signatures on Next Page]
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IN WITNESS WHEREOF, the parties have executed this First Amendment, to be effective as of the 20th day of September, 2022.

CITY OF REDLANDS BAKER ELECTRIC & RENEWABLES
LLC
________________________________ By: ________________________________ Paul T. Barich, Mayor Ted Baker, President/CEO
ATTEST:
__________________________________
Jeanne Donaldson, City Clerk
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City Council/Financing Authority Meeting I. 10.

DATE: 09/20/2022
TO: Honorable Mayor and City Council Members
SUBJECT: Approve the agreement between the City of Redlands and the County of San Bernardino for use of their weapons firing range facilities for an amount not to exceed $20,000 (Police Chief Catren) MOTION(S):

If the City Council determines that staff’s recommendation is appropriate, the following motion is provided:

I move to approve the agreement between the City of Redlands and the County of San Bernardino for use of their weapons firing range facilities.

RECOMMENDATION:

Staff recommends that Council approve the agreement between the City of Redlands and the County of San Bernardino for use of their weapons firing range facilities.

DISCUSSION:

The California Commission on Peace Officers Standards and Training (POST) requires police officers to conduct firearm qualifications. Redlands Police officers are required to qualify for their respective firearms three times per year.

One of those qualifications must be a night-time qualification. Although this is a minimum requirement, the ability to train more frequently ensures that department members are more proficient with their firearms and will reduce the potential for liability. Trimester firearms qualifications are only one consideration when discussing the need to access weapons firing range facilities. Department personnel also need range access to test weapons that have been submitted to an armorer for repair, sighting in newly purchased weapons or optics, and to qualify retired police officers for the issuance of their Carry Concealed Weapons (CCW) permits. The SWAT team is required to train with their firearms on a monthly basis. Currently, the City of Redlands does not have a shooting range.

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monthly basis. Currently, the City of Redlands does not have a shooting range.

The City of Redlands has been contracting with the County of San Bernardino for weapons firing range facilities for several years. The agreement with the County enables Redlands Police Department personnel to utilize the pistol range, rifle range, classroom facilities, the Gas House, RAC House, Mat Room, and the Live Fire House. The costs associated with these facilities are listed in Schedule B of the attached agreement. Currently, the County is the only local agency that offers the aforementioned amenities needed to conduct mandated and recommended training.

The proposed agreement will establish fixed costs for the next fiscal year only.

This fiscal year's price for using the range and other weapon facilities has increased significantly. The contract indicates that costs may be adjusted during the next fiscal year. Due to the significant cost increases associated with using the weapons facilities for the upcoming fiscal year, staff is requesting the contract not to exceed $20,000. The contract does provide the City with the flexibility to terminate the contract early with just 30 days notice to the County.

ALTERNATIVES:

Do not approve the agreement between the City of Redlands and the County of San Bernardino for use of their weapons firing range facilities. The Redlands Police Department would have to find another suitable location.

STRATEGIC PLAN:

Not applicable
SUBMITTED BY:

Christopher R. Catren, Police Chief
RECOMMENDED BY:

Charles M. Duggan Jr., City Manager
REVIEWED BY:

Yvette M. Abich Garcia, City Attorney
Janice McConnell, Assistant City Manager
Danielle Garcia, Management Services/Finance Director
PREPARED BY:

Travis Martinez, Deputy Chief of Police
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Fiscal Impact
Fiscal Year: 22/23
Revenue Generating: N
Appropriation Required Y/N: N
Budgeted Y/N: Y
Discussion:

The costs associated with this agreement have already been budgeted for FY 22/23.

Attachments
Range Agreement
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THE INFORMATION IN THIS BOX IS NOT A PART OF THE CONTRACT AND IS FOR COUNTY USE ONLY Sheriff/Coroner/Public Administrator
Department Contract Representative Kelly Welty, Chief Deputy Director of Sheriff’s Administration
Telephone Number (909) 387-0640
Contractor City of Redlands
Contractor Representative Christopher R. Catren
Telephone Number (909)798-7661
Contract Term XX-XX-2022 through 06-30-2027
Original Contract Amount Fee per Service
Amendment Amount
Total Contract Amount
Cost Center
IT IS HEREBY AGREED AS FOLLOWS:

AGREEMENT FOR USE OF

SAN BERNARDINO COUNTY SHERIFF/CORONER/PUBLIC ADMINISTRATOR

WEAPONS FIRING RANGE FACILITIES
WHEREAS, the County, through the Sheriff/Coroner/Public Administrator, hereinafter referred to as “Sheriff”, operates a Weapons Firing Range (Range), a Live Fire House (LFH), a Tactical Training House (TACH); and a Chemical Agents Facility (CAF) located at the Frank Bland Regional Training Center (Training Center); AND WHEREAS, the Contractor desires to enter into an Agreement for the use of said Range for the purpose of firearms training; or of said CAF for periodic chemical agent (tear gas) training; or of said LFH and/or TACH for the purpose of periodic firearms qualification shoots and/or firearms training; NOW, THEREFORE, the parties agree as follows:

A. SCOPE OF SERVICES
A.1 The Contractor shall make use of the Range, CAF, LFH, or TACH at approximately quarterly intervals during each contractual year. Contractor shall be provided access to the Range as many times as required to ensure that all Contractor’s law enforcement personnel and/or students have successfully completed qualifying shoots and/or training sessions. Use of the Range shall take place during normal Range operating hours, at times and dates specified by the Sheriff’s Range Master and/or Range Safety Officer. Available Range facilities shall include, but are not limited to, the following: pistol range, rifle range, and classroom facilities.

Contract Number
SHR - 22- 0136
SAP Number
N/A
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A.2 The Contractor shall coordinate with a designated County Range Safety Officer regarding the proper use of the Range, CAF, LFH and TACH facilities. Contractor shall ensure that all Contractor’s personnel and students utilizing the Range, CAF, LFH, or TACH are knowledgeable regarding proper use of the Range, CAF, LFH and/or TACH facilities.

A.3 The LFH and TACH are limited to use by Special Weapons and Tactics (SWAT) teams and must be approved by the Sheriff’s Range Master, or designee, to assure proper training and qualification.

A.4 Instructors must consult with the Sheriff’s Range Safety Officer for an update of LFH and TACH procedures if a 12-month period of non-use has occurred.

A.5 The Contractor shall supply, at no cost to the County, a qualified Range Master, who has successfully completed a California Peace Officer Standards of Training (P.O.S.T.) approved (or equivalent) firearms instructor course, who shall personally supervise and control the course of training of Contractor’s personnel and students at the Range, CAF, LFH and TACH subject to oversight and approval of the Sheriff’s Range Master and Range Safety Officer. Contractor shall always have at least two safety persons (approved by Sheriff Department’s staff) per scenario on site at the LFH and/or TACH during any training activity. Depending upon the nature of the training activity, Sheriff’s Range Master or Range Safety Officer, or equivalent Range/CAF/LFH/TACH personnel, reserves the right to take direct control of the course of training of Contractor’s personnel and students with the assistance of Contractor’s Range Master.

A.5.1 Contractor shall supply copies of all related certifications of all instructors/safety officers.

A.5.2 All participants shall conduct themselves in accordance with Range Rules and Regulations, as detailed in Exhibit A; Live Fire House Regulations and Safety Rules, as detailed in Exhibit B; Chemical Agents Facility Regulations and Safety Rules, as detailed in Exhibit C; and Tactical Training House Regulations and Safety Rules, as detailed in Exhibit D, attached hereto and incorporated herein by reference.

A.5.3 Violations of the above-mentioned rules and regulations may result in immediate termination of Contractor’s Range, LFH, CAF and TACH privileges.

A.6 The Contractor shall limit the use of the Sheriff Department’s Range, CAF, LFH, and TACH facilities to those personnel and students currently employed or enrolled with Contractor at the time the Range, CAF, LFH, and/or TACH are used.

A.7 The Contractor shall supply and bear the cost of all supplies or equipment necessary for shoots or training, above those detailed in the Schedule A, attached hereto and incorporated herein by reference. Contractor shall supply all necessary ammunition and weapons. All expended shell casings shall become the sole property of the County.

A.8 The Contractor shall submit a course of fire to the Sheriff’s Range Master or Range Safety Officer prior to Contractor’s initial use of the Range, LFH, and/or TACH facilities. Contractor shall submit a new course of fire prior to making any change in use of the Range, LFH, and/or TACH facilities.

A.9 The Contractor shall supply the Sheriff’s Range Master or Range Safety Officer with contact information for Contractor’s lead instructor/Range Master.

A.10 It shall be the sole responsibility of the Contractor to ensure that all shooters arrive for all shoots and/or training sessions. Contractor is required to submit a roster of individuals in attendance at the Training Center.

B. TERM AND TERMINATION
The term of this Agreement shall be for a period commencing on August 1, 2022, or upon the date of approval by the Sheriff, whichever is later, and ending on June 30, 2027. Notwithstanding the foregoing, this contract may be terminated at any time with or without cause by Contractor or by Sheriff upon written notice given to the other party at least thirty (30) days prior to the date specified for such termination. Any Redlands Regular Meeting of 09-20-2022 289 of 359
such termination date shall coincide with the end of a calendar month. In the event of such termination, each party shall fully pay and discharge all obligations in favor of the other accruing prior to the date of such termination, and each party shall be released from all obligations or performance which would otherwise accrue subsequent to the date of termination. Neither party shall incur any liability to the other by reason of termination.

C. FISCAL PROVISIONS
C.1 The Contractor shall compensate the County at the rates set forth and attached hereto as Schedule B, per agency, based upon the actual number of shooters or per facility fee, per session. Sessions up to four hours will be considered a half-day session with a limit of twenty (20) shooters in four hours. Sessions more than four hours (or more than twenty (20) shooters) will be considered a whole day session.

C.2 Each Contractor agency is responsible for its per shooter/facility/session charges. If multiple Contractor Agencies train together, the charges cannot be combined and will be billed separately.

C.3 Contractor shall be billed in arrears on a quarterly basis. Contractor will submit payment to the Sheriff Department’s Bureau of Administration for the costs billed within forty-five (45) days of invoice.

C.4 Schedule B reflects the rates in effect at the execution of this Agreement. County shall have the right to adjust the rates provided under this Agreement at the end of each fiscal year for the ensuing fiscal year. Any subsequent cost change(s) shall become effective on July 1 of the County fiscal year (July 1 through June 30). Such rate change(s) can include changes to Memoranda of Understanding approved by the County Board of Supervisors for County employees and other inflationary costs. Sheriff shall provide notice to Contractor of pending rate change(s) by providing Contractor with a revised Schedule B reflecting such rate change(s).

C.5 CANCELLATION POLICY: Contractor agrees to pay the full cost of any scheduled facility session according to the Schedule B charges for the specific shooter/time booked unless the reserved time has been cancelled, at a minimum, twenty-four (24) hours prior to the scheduled session time.

Contractor may cancel scheduled sessions by calling the Sheriff’s Range office at (909) 473-2549 or by e-mail to: [email protected].

D. INDEMNIFICATION AND INSURANCE REQUIREMENTS
D.1 Indemnification
The Contractor agrees to indemnify, defend (with counsel reasonably approved by County) and hold harmless the County and its authorized officers, employees, agents and volunteers (“Indemnitees”) from any and all direct claims, actions, losses, damages and/or liability arising out of this Agreement from any cause whatsoever, including the acts, errors or omissions of any person and for any costs or expenses incurred by the County on account of any claim except where such indemnification is prohibited by law. This indemnification provision shall apply regardless of the existence or degree of fault of Indemnitees. The Contractor indemnification obligation does not apply to the County’s “sole negligence” or “willful misconduct” within the meaning of Civil Code section 2782. Provided, however, that this indemnity does not extend to any environmental hazards or risks.

D.2 Additional Insured
All policies, except for Worker’s Compensation, Errors and Omissions and Professional Liability policies shall contain additional endorsements naming the County and its officers, employees, agents and volunteers as additional named insured with respect to liabilities arising out of the performance of services hereunder. The additional insured endorsements shall not limit the scope of coverage for the County to vicarious liability but shall allow coverage for the County to the full extent provided by the policy. Such additional insured coverage shall be at least as broad as Additional Insured (Form B) endorsement form ISO, CG 2010.11 85.

D.3 Waiver of Subrogation Rights
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The Contractor shall require the carriers of the above required coverages to waive all rights of subrogation against the County, its officers, employees, agents, volunteers, contractors, and subcontractors. All general or auto liability insurance coverage provided shall not prohibit the Contractor and Contractor’s employees or agents from waiving the right of subrogation prior to a loss or claim. The Contractor hereby waives all rights of subrogation against the County.

Redlands City CouncilSeptember 20, 2022

Redlands City Council
September 20, 2022