CITY OF REDLANDS
CITY COUNCIL
A G E N D A
JULY 19, 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
July 19, 2022
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A G E N D A
The following information comprises the agenda for the regular meeting of the City Council of the City of Redlands at the times noted below in the City Council Chambers, Civic Center, 35 Cajon Street, Redlands, California, on:
TUESDAY, JULY 19, 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.
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
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
July 19, 2022
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1. Conference with legal counsel: Existing Litigation - Government Code §54956.9(d)(1) (City Attorney Garcia)
One Case:
a. Coyote Aviation Corporation v. City of Redlands; San Bernardino Superior Court Case No.
CIVDS 2203398
2. 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
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6:00 P.M.
D. Reconvene City Council Meeting
E. Invocation by Council Member Davis - 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. Presentation of the 130th The Village SBC (Second Baptist Church) Anniversary Proclamation to Associate Pastor Margarete Green.
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 July 5, 2022 regular meeting (City Clerk Donaldson)
2. Authorize issuance of a proclamation recognizing The Village SBC (Second Baptist Church) for 130 years of service to the community (Mayor Barich)
3. Approve recommendation for appointment to the Municipal Utilities/Public Works Commission (Mayor Barich and Council Member Guzman-Lowery)
4. Approve Resolution No. 8369 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)
5. Adopt Ordinance No. 2935 - Second Reading-Adding Chapter 2.74 of the Municipal Code relating to electronic filing of Campaign Finance Disclosure Statements and Statements of Economic Interest (City Clerk Donaldson)
6. Report regarding Emergency Resolution No. 8065 proclaiming the existence of a local emergency in response to COVID-19 (Coronavirus Disease 2019) (Fire Chief Sessler)
7. Approve Resolution No. 8366 establishing an Appropriations Limit for Fiscal Year 2022-2023 (Management Services / Finance Director Garcia)
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8. Approve the three-year service renewal with Neogov, the City's Insight, Learn and Perform Software, in the amount of $158,634 (Assistant City Manager McConnell)
9. Accept the donation from the University of Redlands of $24,200, and authorize the expenditure of $3,500 on behalf of the City and the A. K. Smiley Public Library as designated by the University of Redlands, and approve additional appropriations totaling $20,700 for the corresponding expenditures in the Police and Fire Departments (Management Services/Finance Director Garcia)
10. Approve the Maintenance Agreement for Redlands Passenger Rail Project At-Grade Crossings with the Southern California Regional Rail Authority (Municipal Utilities and Engineering Director Harris)
11. Approve the First Amendment to the Non-Professional Services Agreement with Tanko Streetlighting, Inc. to replace City-owned streetlights with energy-efficient LED lights (Municipal Utilities and Engineering Director Harris)
12. Approve Resolution No. 8358 levying special taxes with the City of Redlands Community Facilities District No. 2004-1 (Development Services Director Desatnik)
13. Adopt Resolution No. 8368 regarding ad valorem taxes exchanged between the City of Redlands, the City of San Bernardino, and the San Bernardino County Fire Protection District resulting from the jurisdictional change described by LAFCO Case No. 3258 for portions of real property located at the Mountain View Avenue road bridge (APNs: 0292-011-37-0000, 0292-011-42-0000, and portion of the road bridge), and a determination of exemption from environmental review in accordance with the California Environmental Quality Act (CEQA) pursuant to CEQA Guidelines Section 15061(b)(3) (Development Services Director Desatnik)
14. Approve the agreement between the City of Redlands and the United States Capitol Police for the purpose of reimbursing the Redlands Police Department for agreed upon mutual aid (Police Chief Catren)
15. Approve the Interlocal Agreements between the Town of Apple Valley, the Cities of Adelanto, Barstow, Chino, Colton, Fontana, Hesperia, Highland, Montclair, Ontario, Rancho Cucamonga, Redlands, Rialto, San Bernardino, Upland, Victorville, and the County of San Bernardino, relating to the distribution of the FY 2019 and FY 2020 Justice Assistance Grants; approve additional appropriations in the amounts of $14,530 and $14,374, respectively, to the Police Department; authorize the acceptance of the FY 2017 and FY 2018 Justice Assistance Grant Modifications in the amounts of $13,937 and $13,826, respectively, to authorize the purchase of cameras and communication equipment; and determine that approval of the Interlocal Agreements, additional appropriations and acceptance of the Justice Assistance Grant modifications is exempt from environmental review pursuant to Section 15061(b)(3) of the State's guidelines implementing the California Environmental Quality Act (Police Chief Catren)
16. Approve the Redlands Police Department Tow Services Agreement for 2022-2025 (Police Chief Catren)
17. Approve and award a construction contract to Danny C. Hubbs Construction, Inc., for an amount not-to-exceed $65,612 for the Garden St. Guardrail Installation Project; and determine that the project is categorically exempt from environmental review under Section 15303(e) of the State's guidelines implementing the California Environmental Quality Act (Assistant City Manager Boatman)
18. Approve a purchase order modification in the amount of $31,419.21 with Clean Energy for delivery and supply of renewable liquefied natural gas for the remainder of Fiscal Year 2021-22 (Assistant City Manager Boatman)
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19. Approve the License Agreement with International Aerobatic Club Chapter 26, for use of the Redlands Municipal Airport for the 2022 Official Regional Aerobatic Competition to be held through September 2nd to 4th, 2022, and determine that the project is exempt from environmental review pursuant to Section 15323 of the State’s guidelines implementing the California Environmental Quality Act (Assistant City Manager Boatman)
20. Approve the License Agreement with Southern California Edison for use of property for a walking trail and associated landscaping from Orange Street to Texas Street and determine that approval of the License Agreement is exempt from environmental review pursuant to Section 15301 of the State's guidelines implementing the California Environmental Quality Act (Assistant City Manager Boatman)
21. Approve the request for in-kind support in the amount of $31,232 related to the Stater Bros.
Charities Believe Walk to be held on Sunday, October 2, 2022 (Assistant City Manager Boatman) J. Communications
1. Discussion and possible action relating to the designation of a voting delegate and alternate(s) to the 2022 League of California Cities Annual Conference scheduled to occur September 7-9 in Long Beach (Mayor Barich)
2. Discussion and possible direction to staff regarding renter protections during “substantial remodel” evictions (Mayor Pro Tem Tejeda)
K. Public Hearings
1. Resolution No. 8357 - Delinquent Municipal Services Account Report (Mayor to declare the meeting open as a public hearing) Public Hearing to Consider Resolution No. 8357 approving the Delinquent Municipal Services Account Report and Submittal of the Report to the Auditor-Controller of San Bernardino County for Lien Processing (Management Services/Finance Director Garcia) A.
2. Ordinance No. 2933 (Development Agreement No. 25) – A request for City Council approval of Development Agreement No. 25 for the "State Street Village" mixed use development project located at 101 Redlands Mall
(Mayor to declare meeting open as a public hearing)
PUBLIC HEARING to consider Ordinance No. 2933 (Development Agreement No. 25) – A request for City Council approval of 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. The proposal previously underwent environmental review in accordance with the California Environmental Quality Act and the City Council adopted the environmental document on May 10, 2022 (Development Services Director Desatnik)
A.
3. Ordinance No. 2938 - Extending a Temporary Moratorium on Development Projects for New July 19, 2022
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3. Ordinance No. 2938 - Extending a Temporary Moratorium on Development Projects for New Warehouses and Distribution Logistics Facilities for 90 Days (Mayor to declare the meeting open as a public hearing) Public Hearing to consider a determination of exemption pursuant to Sections 15061(b)(3), 15308, and 15378(b)(5) of the California Environmental Quality Act Guidelines; receipt of the report prepared pursuant to Government Code Section 65858(d) and consideration of Ordinance No. 2938 extending a temporary moratorium on development projects for new warehouses and distribution logistics facilities within the City of Redlands (Development Services Director Desatnik)
A.
4. Ordinance No. 2939 - Extending a Temporary Moratorium on certain Development Projects within the East Valley Corridor Specific Plan for 10 months and 15 days (Mayor to declare meeting open as a public hearing)
Consideration of a determination of exemption pursuant to Sections 15061(b)(3), 15308, and 15378(b)(5) of the California Environmental Quality Act Guidelines; and consideration of Ordinance No. 2939 extending a temporary moratorium on certain development projects for properties located within the Commercial Industrial (EV/IC) district of the East Valley Corridor Specific Plan that are identified on the list of potential housing sites prepared in conjunction with the City’s 2021-2029 Housing Element (Development Services Director Desatnik)
A.
5. Resolution No. 8360 - Delinquent Administrative Citation and Fine Report (Mayor to declare the meeting open as a public hearing) Public Hearing to Consider Resolution No. 8360 approving the Delinquent Administration Citation Fine Report and submittal to the Auditor-Controller of San Bernardino County for Lien Processing (Assistant City Manager Boatman)
A.
L. New Business
1. Consideration of Resolution No. 8370 Ordering the Submission to the Qualified Voters of the City of Redlands, an Initiative Ordinance Titled, "Initiative Ordinance of the People of Redlands Amending Sections 1A.0, 4.2B and 4.40s Principles of Managed Growth of the City of Redlands General Plan 2035" for the November 8, 2022 Election (City Clerk Donaldson)
2. Consideration of Resolution No. 8371 Setting Rules for Filing of Written Arguments Regarding an Initiative Ordinance to be submitted at the November 8, 2022, General Municipal Election (City Clerk Donaldson)
3. Consideration of Request by the University of Redlands to Modify the Alternative Measure Placed on the Ballot by the City Council on June 21, 2022 for the November 8, 2022 General Municipal Election; To Place the Modified Alternative Measure as Proposed by the University of Redlands on the Ballot for the November 8, 2022 General Municipal Election; Withdraw Alternative Measure From the Ballot and Repeal Resolution Nos. 8317 and 8319; Determine that Placement of the Modified Alternative Measure is Exempt Pursuant to Section 15061(b)(3) of the California Environmental Quality Act Guidelines; and Calling and Giving Notice of the Holding of a General Municipal Election and a Request to the Board of Supervisors of the County of San Bernardino to Consolidate Said Election with the Statewide Election on November 8, 2022 (Development Services Director Desatnik/City Attorney Abich Garcia)
4. Approve Resolution No. 8375 Setting Priorities for Filing of Written Arguments Regarding an Initiative Ordinance (City Clerk Donaldson/City Attorney Abich Garcia)
5. Consideration of a grant award for the FY2022-2023 Community Development Block Grant July 19, 2022
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5. Consideration of a grant award for the FY2022-2023 Community Development Block Grant (CDBG) Program Year in the amount of $340,246, programming of additional appropriation in the amount of $15,976.21 to the Jocelyn Senior Center Rehabilitation Project, reprogramming of $52,448.92 of CDBG-CV (COVID-19) funds to the Senior Outdoor Dining Project and adding appropriation in the amount of $12,200 to FY2021-22 CDBG Program Year (Development Services Director Desatnik)
6. Consideration of a request to hold the Soulfood Fest event hosted by Stronger Together Now on September 11, 2022, within Ed Hales Park (Assistant City Manager Boatman)
7. Consideration of an agreement between the City of Redlands, Shangri-La Industries, and Step Up on Second Street, Inc. pursuant to the terms of the State of California Department of Housing and Community Development (HCD), Homekey 2 Program Standard Agreement No. 21-HK-17166, for the development and supportive services delivery of the Redlands Good Nite Inn motel conversion project (Assistant City Manager Boatman) M. Individual Council Member Announcements and/or Reports on Activities (No collective discussion or action.)
N. Adjournment
The next regular meeting of the City Council will be held on September 6, 2022.
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 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-broadcasted at 7:00 P.M. the following Wednesday, Friday and Sunday; and at 9:00 A.M. Thursday, Saturday and Monday. Agendas, staff reports and minutes of the City Council of the City of Redlands are available on the Internet:
http://www.cityofredlands.org
July 19, 2022
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City Council Meeting I. 1.
DATE: 07/19/2022
TO: Honorable Mayor and City Council Members
SUBJECT: Approve minutes of the July 5, 2022 regular meeting (City Clerk Donaldson)
MOTION:
I move to approve the minutes of the July 5, 2022 regular meeting.
Attachments
Minutes of the July 5, 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 July 5, 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: Charles M. Duggan, Jr., City Manager; Yvette M. Abich Garcia, City Attorney; Robert Dawes, City Treasurer; Jeanne Donaldson, City Clerk; Janice McConnell, 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; Tabitha Kevari, Assistant Director Facilities & Community Services; Reggie Brown, Fire Battalion 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
None forthcoming
CLOSED SESSION
Conference with legal counsel: Existing Litigation - Government Code §54956.9(d)(1) (City Attorney Garcia)
Three Cases:
a. Benveniste v. City of Redlands, San Bernardino Superior Court, Case No. CIVDS 2012175 b. Rodriguez v. City of Redlands, San Bernardino Superior Court, Case No. CIVDS 1935452 c. Barajas v. City of Redlands, San Bernardino Superior Court, Case No. CIVDS1719737 Conference with labor negotiator - Government Code §54957.6 CC_SA_July 5, 2022
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Conference with labor negotiator - Government Code §54957.6 (Assistant City Manager McConnell)
Agency Negotiator: Assistant City Manager McConnell
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
RECONVENE CITY COUNCIL MEETING
The meeting reconvened at 6:00 P.M. with an invocation by Council Member Gallagher followed by the pledge of allegiance to the American flag.
CLOSED SESSION REPORT
City Attorney Abich Garcia announced the following actions were taken during the closed session:
1.a Council received report and gave direction to legal counsel
1.b. No reportable action
1.c. Council gave direction to legal counsel
2. No reportable action
PUBLIC COMMENT
Public comments were presented either in-person, via Zoom, via cell phone or landline.
Tenancy Vacate Notices - Justin and John Weekley described concerns related to receiving a 60-day notice to terminate tenancy from the owner of their apartment building located on New York Street. They claimed the landlord was preparing to evict the tenants based on the assertion he was performing substantial remodeling/renovation work on the apartments. The Weekleys added there appeared to be no evidence the owner had pulled any permits related to the improvements, and they urged Council to stop evictions and consider a review of possible building code violations.
CONSENT CALENDAR
Minutes
On motion of Council Member Mick Gallagher, seconded by Council Member Jenna Guzman-Lowery, the City Council unanimously approved, by roll call vote, the minutes of the regular meeting of June 21, 2022.
Vote: 5 - 0 Passed
Airport Advisory Board Member Appointments
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Airport Advisory Board Member Appointments
On motion of Council Member Mick Gallagher, seconded by Council Member Jenna Guzman-Lowery, the City Council unanimously appointed, by roll call vote, Nathan Freeman to serve the remainder of a four-year term on the Airport Advisory Board ending May 1, 2025.
Vote: 5 - 0 Passed
Resolution No. 8362 Remote Teleconference Meetings
On motion of Council Member Mick Gallagher, seconded by Council Member Jenna Guzman-Lowery, the City Council unanimously approved, by roll call vote, Resolution No. 8362 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
First Amendment Planning, Environmental, Development Review Services Agreement On motion of Council Member Mick Gallagher, seconded by Council Member Jenna Guzman-Lowery, the City Council unanimously approved, by roll call vote, the First Amendment to the Professional Services Agreement with Michael Baker International to increase the original agreement from $49,990 to a total aggregate of $149,990 for professional planning, environmental, and development review services.
Vote: 5 - 0 Passed
Ordinance No. 2928 Report Temporary Moratorium
Due to ownership of property within 500 feet of the identified list of new housing sites in the City’s 2021-2029 Housing Element, Council Member Davis recused herself from this item.
On motion of Council Member Mick Gallagher, seconded by Council Member Jenna Guzman-Lowery, the City Council approved, by roll call vote, to receive and accept the report prepared pursuant to Government Code Section 65858 related to Ordinance No. 2928 for a temporary moratorium pertaining to non-residential development on fifteen properties listed in the 2021-2029 Housing Element as potential future housing sites.
Vote: 4 - 0 Passed
Other: Council Member Denise Davis (RECUSE)
Resolution No. 8354 WaterSMART Grant Program
On motion of Council Member Mick Gallagher, seconded by Council Member Jenna CC_SA_July 5, 2022
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On motion of Council Member Mick Gallagher, seconded by Council Member Jenna Guzman-Lowery, the City Council unanimously approved, by roll call vote, Resolution No. 8354 authorizing the application to and participation in the WaterSMART: Water and Energy Efficiency Grant program for Fiscal Year 2023; authorized the Mayor, or his designee to execute a financial assistance or similar agreement with the Bureau of Reclamation and any amendments or changes thereto; and determined the Resolution is not subject to the California Environmental Quality Act (CEQA) in that the activity is covered by the general rule that CEQA applies only to projects which have the potential for causing a significant effect on the environment.
Vote: 5 - 0 Passed
Resolution No. 8363 Citizens' Option for Public Safety Program Funds On motion of Council Member Mick Gallagher, seconded by Council Member Jenna Guzman-Lowery, the City Council unanimously approved, by roll call vote, Resolution No. 8363 for the use of the state's Fiscal Year 22/23 and 23/24 Citizens' Option for Public Safety Program Funds for the purpose of ensuring public safety.
Vote: 5 - 0 Passed
Transitional Housing Services Agreement
On motion of Council Member Mick Gallagher, seconded by Council Member Jenna Guzman-Lowery, the City Council unanimously approved, by roll call vote, the agreement between the City of Redlands and Steps 4 Life Community Services for the provision of transitional housing services in an effort to address issues associated with homelessness.
Vote: 5 - 0 Passed
Orange Blossom Trail Redlands-Themed Murals
On motion of Council Member Mick Gallagher, seconded by Council Member Jenna Guzman-Lowery, the City Council unanimously determined, by roll call vote, that the expenditure of $2,000 in support of the Redlands Sunrise Rotary Club's installation of a mural on the Orange Blossom Trail serves a public benefit because it promotes economic development and tourism within the City by attracting visitors from surrounding communities to participate in the event, provides a recreational activity that can be viewed by all residents, and goodwill within the community; and approved an additional appropriation for the expenditure of $2,000 to be paid to the Redlands Sunrise Rotary Club for the installation of a mural on the Orange Blossom Trail.
Vote: 5 - 0 Passed
Solid Waste Collection Truck Engine Assembly
On motion of Council Member Mick Gallagher, seconded by Council Member Jenna Guzman-Lowery, the City Council unanimously approved, by roll call vote, a sole source purchase order with Cummins Sales and Service in the amount of $57,159.01 for a complete engine assembly to a solid waste collection truck.
Vote: 5 - 0 Passed
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Two Limited-Term Positions
On motion of Council Member Mick Gallagher, seconded by Council Member Jenna Guzman-Lowery, the City Council unanimously approved, by roll call vote, two limited-term Administrative Assistant I/II positions with the Facilities and Community Services Department, for a term not-to-exceed two years, to help address the administrative burden created by several new projects.
Vote: 5 - 0 Passed
Automobile Storage License Agreements
On motion of Council Member Mick Gallagher, seconded by Council Member Jenna Guzman-Lowery, the City Council unanimously determined, by roll call vote, that approval of the License Agreements with Fix Auto and Gary's Auto Sales is exempt from environmental review pursuant to Section 15301 of the California Environmental Quality Act Guidelines; and approved the License Agreements with Fix Auto and Gary's Auto Sales for automobile storage located at the City's corporate yard, 1270 W. Park Avenue.
Vote: 5 - 0 Passed
NEW BUSINESS
Ordinance No. 2935 E-Filing Campaign Statements and Form 700s City Clerk Donaldson explained that Government Code allows a local government agency to mandate online or electronic filing for an elected officer, candidate, committee, or other person who is required to file statements, reports, or other documents under the Political Reform Act. To implement electronic filing, the Clerk’s office recently acquired an online electronic secure filing system, NetFile, that is compatible with the FPPC and the Secretary of State's system for receiving online or electronic filing of forms. Transitioning to electronic filing requires the agency to adopt an ordinance approving the use of electronic filing
On motion of Mayor Pro Tempore Eddie Tejeda, seconded by Council Member Denise Davis, the City Council unanimously approved, by roll call vote, the introduction of Ordinance No. 2935, adding Chapter 2.74 of the Municipal Code relating to electronic filing of Campaign Finance Disclosure Statements and Statements of Economic Interest.
Vote: 5 - 0 Passed
Third Party Liability Claims Administration
Assistant City Manager McConnell reported on the agreement with George Hills Company, Inc. to provide third party liability claims administration to the City through June 30, 2025.
On motion of Mayor Pro Tempore Eddie Tejeda, seconded by Council Member Mick Gallagher, the CC_SA_July 5, 2022
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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 George Hills Company, Inc. to provide third party liability claims administration to the City through June 30, 2025 for an amount not-to-exceed $80,000 per fiscal year, with an option to extend for two additional years.
Vote: 5 - 0 Passed
On-Call Building Inspection and Plan Review Agreement
Development Services Director Desatnik summarized an agreement with Willdan Engineering that provides for additional support for in-house staff, for the provision of on-call building inspection, plan review, CASp consulting, emergency response and special projects.
On motion of Mayor Pro Tempore Eddie Tejeda, seconded by Council Member Jenna Guzman-Lowery, the City Council unanimously approved, by roll call vote, the agreement with Willdan Engineering for the provision of on-call building inspection, plan review, CASp consulting, emergency response and special projects for an amount not-to-exceed $120,000 for a period of one year, with two additional one-year renewal options in the amount not-to-exceed $120,000 annually for an aggregate amount not-to-exceed $360,000.
Vote: 5 - 0 Passed
ARPA Funding City Homeless Outreach Program
Facilities and Community Services Assistant Director Kevari reviewed the request to reallocate the remaining funds from the Premium Pay Program from State and Local Fiscal Recovery Funds (SLFRF) through the American Rescue Plan Act (ARPA) to fund a City Homeless Outreach Program. Staff recommended an initial amount of $200,000 to fund the first 12 months of the program, and she added that by contracting with local nonprofits for outreach, services can be provided to a wider array of homeless individuals and families by leveraging resources for more in-person “street” contact to those that may lack access to technology to otherwise seek services.
Council Members were pleased these funds would be directed towards outreach efforts related to homelessness.
On motion of Mayor Pro Tempore Eddie Tejeda, seconded by Council Member Denise Davis, the City Council unanimously directed, by roll call vote, staff to implement the Homeless Outreach Program, authorizing the expenditure of $200,000 of American Rescue Plan Act (ARPA) SLFRF funds; approved the reallocation of remaining funds from the Premium Pay Program in the amount of $200,000 to fund a City Homeless Outreach Program for twelve months under the City’s American Rescue Plan Act SLFRF funding allocation; and authorized staff to competitively procure, award and execute service agreements to nonprofit organizations for the purpose of implementing the Homeless Outreach Program, in compliance with the General Procurement Standards §200.318 of the Federal Grant Regulations.
Vote: 5 - 0 Passed
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Highway Safety Improvement Program
Municipal Utilities and Engineering Director Harris presented the Construction Contract with Econolite Systems, Inc. for the Highway Safety Improvement Program Cycle 8 Pedestrian Countdown Heads Project for an amount not-to-exceed $541,682.54. The Project will utilize grant funding from CalTrans in the amount of $244,400, to install countdown pedestrian signal heads at signalized intersections throughout the City.
On motion of Mayor Pro Tempore Eddie Tejeda, seconded by Council Member Mick Gallagher, the City Council unanimously determined, by roll call vote, approval of a Construction Contract and construction of the Highway Safety Improvement Program Cycle 8 Pedestrian Countdown Heads Project is exempt from environmental review pursuant to Section 15301(c) of the State’s guidelines implementing the California Environmental Quality Act; approved the Highway Safety Improvement Program Cycle 8 Pedestrian Countdown Heads Project plans and specifications; and approved the Construction Contract with Econolite Systems, Inc. for an amount not-to-exceed $541,682.53.
Vote: 5 - 0 Passed
Mailing Services Agreement
Management Services/Finance Director Garcia detailed the proposed contract for mailing services to include, mail pickup, weekly utility billing pickup, folding, inserting, metering and dropping off at the post office, and courier services for a period of one year, with two additional one-year renewal options.
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 for mailing services with Inland Presort and Mailing Services for an amount not-to-exceed $115,000 for a period of one year, with two additional one-year renewal options bringing the total to an amount not-to-exceed $345,000.
Vote: 5 - 0 Passed
Resolution No. 8361 Intent to Reimburse Expenditures
Management Services/Finance Director Garcia provided background on Resolution No. 8361 and explained the City purchased property located at 1625 West Redlands Boulevard on December 21, 2021 to be converted into the future home of the Redlands Police Department.
Furthermore, Facilities and Community Services and the Fire Department have been examining possible sites to locate two new fire stations and relocate a third station. Debt financing usually benefits from an economy of scale and because tax-exempt financing generally results in lower interest costs, it was determined that inclusion of this project with the renovation of 1625 West Redlands Boulevard would provide a more favorable interest rate for the City.
On motion of Mayor Pro Tempore Eddie Tejeda, seconded by Council Member Jenna CC_SA_July 5, 2022
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On motion of Mayor Pro Tempore Eddie Tejeda, seconded by Council Member Jenna Guzman-Lowery, the City Council unanimously approved, by roll call vote, Resolution No. 8361 declaring the City's official intent to reimburse expenditures from the proceeds of obligations to be Issued by the City, a related party or other affiliate, and approving certain related actions.
Vote: 5 - 0 Passed
Ballot Measure - Business License Rates for Distribution Centers City Manager Duggan reviewed Ordinance No. 2936 to amend Chapter 5.08.482 of the Redlands Municipal Code, relating to business license rates for distribution centers. The ordinance, to be submitted to the voters in November 2022, proposed to increase the tax rate on distribution center businesses in the City from its current amount of $0.047 per square foot to ten and one-half cents ($0.105) per square foot and would remove the annual adjustment by CPI. If approved by the voters, the proposed change will better align the business license rate with the impact of such businesses, much of which comes from the physical size of their operations. Distribution centers have a significant impact on the City's road infrastructure but add relatively few net jobs to the local economy while consuming vast swathes of land and generating additional air pollution from added truck traffic. Mayor Pro Tem Tejeda expressed his support to increase the license rates to establish a funding source to address unintended consequences of large warehouses.
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. 8364 placing a General Tax Measure to increase the business license tax for distribution centers in the City of Redlands for voter approval at the General Municipal Election to be held November 8, 2022.
Vote: 5 - 0 Passed
Resolution No. 8365 Filing of Written Arguments
Management Services/Finance Director Garcia introduced Resolution No. 8319, identifying certain priorities for filing written arguments regarding the City's ordinance initiative. In accordance with California Elections Code, the legislative body, or a member or members of the legislative body may file a written argument, with Council authorization. The last day to file primary arguments with the City Clerk has been established as July 25, 2022, and the last day to file rebuttal arguments has been established as July 29, 2022. Mayor Pro Tem Tejeda agreed to submit a written argument in support of the City Measure related to business license tax rates for distribution centers.
On motion of Mayor Pro Tempore Eddie Tejeda, seconded by Council Member Jenna Guzman-Lowery, the City Council unanimously approved, by roll call vote, Resolution No. 8365, setting priorities for filing of written arguments regarding a City measure to be submitted at the November 8, 2022, General Municipal Election; and authorized Mayor Pro Tem Tejeda to submit a written argument in favor of the measure related to business license tax rates for distribution centers.
Vote: 5 - 0 Passed
CC_SA_July 5, 2022
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COUNCIL MEMBER ANNOUNCEMENTS AND ACTIVITIES
Mayor Barich and Council Member Gallagher participated in the 4th of July Celebration event and praised the efforts of all those who made the day a great success.
Mayor Pro Tem Tejeda reminded everyone that in-kind services, such as those provided by the Police and Fire departments are an invaluable part of keeping the community safe and secure during popular local events such as the 4th of July celebration and are critical pieces put in place to protect the public.
ADJOURNMENT
There being no further action required the meeting adjourned at 6:40 P.M. The next regular meeting of the City of Redlands City Council will be held on July 19, 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
On motion of Vice Chair Tejeda, seconded by Board Member Davis, the minutes of the regular meeting of June 7, 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 6:41 P.M. the next regular meeting of the Agency will be held on September 6, 2022.
CC_SA_July 5, 2022
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City Council Meeting I. 2.
DATE: 07/19/2022
TO: Honorable Mayor and City Council Members
SUBJECT: Authorize issuance of a proclamation recognizing The Village SBC (Second Baptist Church) for 130 years of service to the community (Mayor Barich)
MOTION:
I move to authorize the issuance of a proclamation recognizing The Village SBC (Second Baptist Church) for 130 years of service to the community.
Attachments
130th Year Anniversary Proclamation
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City Council Meeting I. 3.
DATE: 07/19/2022
TO: Honorable Mayor and City Council Members
SUBJECT: Approve recommendation for appointment to the Municipal Utilities/Public Works Commission (Mayor Barich and Council Member Guzman-Lowery)
MOTION:
I move to appoint Robert Meals to serve the remainder of a four-year term on the Municipal Utilities/Public Works Commission ending November 16, 2025.
RECOMMENDATION:
Pursuant to the Redlands Municipal Code, appointments to this board are made by the Mayor and approved by the City Council. However, Mayor Barich has expressed his desire to rotate recommendations for commission/board appointments among the City Council members. Council Member Guzman-Lowery has been delegated authority by Mayor Barich to make the recommendation for this appointment. It is recommended by Mayor Barich and Council Member Davis that Robert Meals serve the remainder of a four-year term on the Municipal Utilities/Public Works Commission ending November 16, 2025.
DISCUSSION:
Municipal Utilities/Public Works commissioner R.Brad Thoms resigned from the board before the expiration of his term. A public notice requesting interested residents to submit an application to the Municipal Utilities/Public Works Commission was issued in May. The public notice was aired on Redlands TV and posted on the community bulletin board at the A. K. Smiley Public Library.
The local newspapers also received distribution of the public notice. One new application was received and three applications from a previous posting were included for consideration. After reviewing all applications, Robert Meals is recommended to serve the remainder of the four-year term ending on November 16, 2025.
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The Municipal Utilities/Public Works Commission consists of seven members as follows:
Thomas F. Breitkreuz
David Garcia
Adekunle Ojo
Steve Stockton
Zachary D. Travis
Chandrasekar Venkatraman
Vacant
ALTERNATIVES:
The City Council may choose not to support the recommendation and direct staff to seek further applications for consideration.
SUBMITTED BY:
Jennifer Macias, Management Analyst
REVIEWED BY:
Charles M. Duggan Jr., City Manager
Yvette M. Abich Garcia, City Attorney
Janice McConnell, Assistant City Manager
Attachments
Public Notice
Applications
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City Council Meeting I. 4.
DATE: 07/19/2022
TO: Honorable Mayor and City Council Members
SUBJECT: Approve Resolution No. 8369 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 approve Resolution No. 8369.
DISCUSSION:
On July 5, the City Council adopted Resolution No. 8362 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 August 4, 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. 8369, the City Council is reaffirming its findings and compliance with AB 361 for an additional 30 days ending August 17, 2022.
SUBMITTED BY:
Council Member Denise Davis
Redlands Regular Meeting of 07-19-22 29 of 974
Attachments
Reso. 8369 Teleconference Meeting
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L:\ca\Reso\8369 Teleconference Meeting 7.19.22.docx
RESOLUTION NO.8369
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
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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 07-19-22 32 of 974
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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) August 17, 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 19th day of July 2022. ________________________
ATTEST: Paul T. Barich, Mayor
____________________________
Jeanne Donaldson, City Clerk
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City Council Meeting I. 5.
DATE: 07/19/2022
TO: Honorable Mayor and City Council Members
SUBJECT: Adopt Ordinance No. 2935 - Second Reading-Adding Chapter 2.74 of the Municipal Code relating to electronic filing of Campaign Finance Disclosure Statements and Statements of Economic Interest (City Clerk Donaldson)
MOTION(S):
If the City Council determines that staff’s recommendation is appropriate, the following motion is provided:
I move to adopt Ordinance No. 2935.
RECOMMENDATION:
It is recommended the City Council consider adoption of Ordinance No. 2935, adding Chapter 2.74 of the Municipal Code relating to electronic filing of Campaign Finance Disclosure Statements and Statements of Economic Interest.
DISCUSSION:
The proposed ordinance and staff report prepared for the introduction of this ordinance are available in the City Clerk's office.
ALTERNATIVES:
The City Council may continue this matter in order to allow additional time to review Ordinance No. 2935.
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STRATEGIC PLAN:
Not Applicable
SUBMITTED BY:
Jeanne Donaldson, City Clerk
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:
Jeanne Donaldson, City Clerk
Fiscal Impact
Discussion:
Codification: $22/per page affected by the change
Legal Publication: $275
Attachments
Ordinance No. 2935 E-Filing Campaign Disclosure Statements Redlands Regular Meeting of 07-19-22 35 of 974
ORDINANCE NO. 2935
AN ORDINANCE OF THE CITY OF REDLANDS ADDING CHAPTER 2.74
TO THE REDLANDS MUNICIPAL CODE REGARDING ELCTRONIC
FILING OF FAIR POLITICAL PRACTICES COMMISSION CAMPAIGN
FINANCE DISCLOSURE STATEMENTS AND STATEMENT OF ECONOMIC
INTEREST
WHEREAS, California Government Code Section 84615 provides that a legislative body of local government agency may adopt an ordinance that requires an elected officer, candidate, committee, or other person required to file statements, reports or other documents required by Chapter 4 of the Political Reform Act, except those whose contributions and expenditures each total less than two thousand dollars ($2,000) in a calendar year, to file such statements, reports, or other documents online or electronically with the City Clerk; and WHEREAS, the City Clerk has identified and acquired NetFile, a software web-based system (System) that complies with the requirements of Government Code Section 84615; and WHEREAS, the System has been certified by the Secretary of State; and WHEREAS, the City Council expressly finds and determines that the System contains multiple safeguards to protect the integrity and security of the data, and will operate securely and effectively and will not unduly burden filers pursuant to Government Code Section 84615; and WHEREAS, the City Clerk and NetFile will operate the electronic filing system in compliance with the requirements of California Government Code Section 84615 and any other applicable laws.
THE CITY COUNCIL OF THE CITY OF REDLANDS DOES ORDAIN AS FOLLOWS:
Section 1. Chapter 2.74 is hereby added to Title 2 of the Redlands Municipal Code to read as follows:
“CHAPTER 2.74
ELECTRONIC FILING OF CAMPAIGN DISCLOSURE STATEMENTS AND
STATEMENTS OF ECONOMIC INTEREST
2.74.010: Purpose and Authority
2.74.020: Findings
2.74.030: General Application
2.74.040: Procedures for Utilizing Online Filing
2.74.050: Availability of Statements for Public Review
2.74.060: Record Retention
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2.74.010 PURPOSE AND AUTHORITY
That the purpose of this Ordinance is to require the filing of Campaign Disclosure Statements and Statements of Economic Interest by elected officials, candidates, staff, consultants or committees electronically. The City Council enacts this ordinance in accordance with the authority granted to cities by State law.
2.74.020 FINDINGS
A. California Government Code Section 84615 provides that a legislative body of a local government agency may adopt an ordinance that requires an elected officer, candidate, committee, or other person required to file statements, reports, or other documents required by Chapter 4 of the Political Reform Act to file such statements, reports, or other documents online or electronically with the City Clerk.
B. In any instance in which the original statement is required to be filed with the Secretary of State and a copy of that statement is required to be filed with the local government agency, the ordinance may permit that the copy be filed online or electronically.
C. The City Council expressly finds and determines that the City’s web-based System contains multiple safeguards to protect the integrity and security of the data, and will operate securely and effectively and will not unduly burden filers; and
D. The City Clerk will operate the electronic filing system in compliance with the requirements of California Government Code Section 84615 and any other applicable laws.
2.74.030 GENERAL APPLICATION
A. Any elected officer, candidate, or committee required to file statements, reports or other documents ("Statements") as required by Chapter 4 of the Political Reform Act (California Government Code Section 84100 et seq.) shall file such Statements using the City’s online system according to procedures established by the City Clerk. These procedures shall ensure that the online system complies with the requirements set forth in Section 84615 of the Government Code.
B. The online filing system shall ensure the integrity of the data transmitted and shall include safeguards against efforts to tamper with, manipulate, alter, or subvert the data.
C. The online filing system shall only accept a filing in the standardized record format that is developed by the California Secretary of State pursuant to Section 84602(a)(2) of the California Government Code and that is compatible with the Secretary of State's system for receiving an online or electronic filing.
2.74.040 PROCEDURES FOR UTILIZING ONLINE FILING
A. Commencing with the effective date of this ordinance, elected officers, candidates, or committees required to file statements must file such statements electronically, unless exempt from the requirement to file online pursuant to Government Code Section 84615(a) because the officer, candidate, or committee receives less than $2,000 in contributions and makes less than $2,000 in expenditures in a calendar year. All other individuals required to Redlands Regular Meeting of 07-19-22 37 of 974
file Statements of Economic Interest according to the City's adopted Conflict of Interest Code shall file electronically.
B. The electronic filing system shall include a procedure for filers to comply with the requirement that they sign statements and reports under penalty of perjury pursuant to Section 81004 of the Government Code.
C. Any elected officer, candidate, or committee who has electronically filed a statement using the City’s online system is not required to file a copy of that document in paper format with the City Clerk.
D. The City Clerk shall issue an electronic confirmation that notifies the filer that the Statement was received; the notification shall include the date and the time that the Statement was received and the method by which the filer may view and print the data received by the City Clerk. The date of filing for a Statement filed online shall be the day that it is received by the City Clerk.
E. If the City’s system is not capable of accepting a Statement due to technical difficulties, an elected officer, candidate, or committee shall file that Statement in paper format with the City Clerk.
F. The online filing system shall enable electronic filers to complete and submit filings free of charge.
G. The City Clerk is authorized to adopt such additional administrative policies and procedures as deemed necessary to implement, and not otherwise in conflict with, this Chapter.
2.74.050 AVAILABILITY OF STATEMENTS FOR PUBLIC REVIEW.
A. The City's system shall make all the data filed available on the Internet in an easily understood format that provides the greatest public access. The data shall be made available free of charge and as soon as possible after receipt. The data made available on the Internet shall not contain the street name and building number of the persons or entity representatives listed on the electronically filed forms or any bank account number required to be disclosed by the filer. The City Clerk’s office shall make a complete, unredacted copy of the statement available to the Fair Political Practices Commission for 87200 filers.
B. The City Clerk’s office shall maintain, for a period as described in the City's adopted records retention schedule, a secured, official version of each online or electronic statement which shall serve as the official version of that record for purpose of audits and any other legal purpose.”
2.74.060 RECORDS RETENTION.
A. The City Clerk's office shall maintain records according to the City's records retention schedule and applicable State law commencing from the date filed, a secured, official version of each online or electronic statement, report, form, or other document, which shall serve as the official version of that record.”
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Section 2. The City Council finds and determines that the adoption of this Ordinance is exempt from the California Environmental Quality Act under State CEQA Guidelines Section 15060(c)(2), in that the adoption of this Ordinance will not result in a direct or reasonably foreseeable indirect physical change in the environment, and is further and independently exempt from the California Environmental Quality Act under State CEQA Guidelines Section 15061(b)(3), in that it can be seen with certainty there is no possibility the adoption of this Ordinance will have a significant effect on the environment.
Section 3. If any section, subsection, subdivision, paragraph, sentence, clause or phrase, or portion of this Ordinance is, for any reason, held to be unconstitutional or invalid or ineffective by any court of competent jurisdiction, such decision shall not affect the validity or effectiveness of the remaining portions of this Ordinance or any part thereof. The City Council hereby declares that it would have adopted this Ordinance and each section, subsection, subdivision, paragraph, sentence, clause or phrase of this Ordinance irrespective of the fact that one or more sections, subsections, subdivisions, paragraphs, sentences, clauses or phrases be declared unconstitutional or invalid or ineffective. To this end the provisions of this Ordinance are declared to be severable.
Section 4. The Mayor shall sign this Ordinance and the City Clerk shall certify to the adoption of this Ordinance and shall cause it, or a summary of it, to be published once in the Redlands Daily Facts, a newspaper of general circulation within the City, and thereafter, this ordinance shall take effect as provided by law.
______________________________
Paul T Barich, Mayor
ATTEST:
___________________________
Jeanne Donaldson, City Clerk
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I, Jeanne Donaldson, City Clerk of the City of Redlands, hereby certify that the foregoing ordinance was duly adopted by the City Council at a regular meeting thereof held on the ____ day of _____, 2022, by the following vote:
AYES:
NOES:
ABSTAIN:
ABSENT:
____________________________
Jeanne Donaldson, City Clerk
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City Council Meeting I. 6.
DATE: 07/19/2022
TO: Honorable Mayor and City Council Members
SUBJECT: Report regarding Emergency Resolution No. 8065 proclaiming the existence of a local emergency in response to COVID-19
(Coronavirus Disease 2019) (Fire Chief Sessler)
DISCUSSION:
On March 17, 2020, the City Council adopted Resolution No. 8065 proclaiming the existence of a "local emergency" in accordance with Chapter 2.52 of the Redlands Municipal Code and determined that there was substantial evidence to proclaim a local emergency due to COVID-19 Pandemic. This proclamation was done after the declaration of a public emergency by the United States Department of Public Health and Human Services, the State of California, and the County of San Bernardino County Health Officer and the Board of Supervisors.
Since the declaration of the local emergency, the City's Emergency Operations Center was activated and remains at a Level III activation. Additionally, several measures were put in place to adhere to California Department of Public Health and to keep employees and residents safe. As of this time, all City facilities and services are being provided to the public while adhering to state guidelines.
Updates for San Bernardino County
San Bernardino County, along with the rest of the state, fully reopened its economy on June 15, 2021, eliminating various restrictions and discontinuing the color-coded county tier system. Community COVID-19 profile for San Bernardino County remains low according to the CDC website. In addition:
Restaurants, bars, retail stores, theaters, hotels and entertainment centers have returned to usual operations with no capacity limitations and no requirements for social distancing.
Fully vaccinated individuals can resume activities without wearing a mask or physically distancing, except where required by federal, state, local, tribal, or territorial laws, rules, and regulations, including local business and workplace guidance.
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workplace guidance.
Emergency Operations Planning and Response
The Emergency Operations Center (EOC) remains activated at a Level III since it was originally activated on March 16, 2020. A team of Responders was put together consisting of several City Department staff including Fire, Police, Information Technology, Human Resources Risk & Safety Division, Finance, and the City Manager's Office. The objective of the EOC Team, and the City as a whole, is to provide and maintain the safety for all City employees and the community, to keep essential services open and available to the community, provide a consistent message, and reduce the risk of the exposure and spread of COVID-19. Responders met regularly for status briefings and to ensure proper preparation, planning, prevention, and response to the COVID-19 pandemic.
With a focus on preparation, planning, prevention, and response, the EOC Team included specific roles for a PIO (primary and alternate), for the dissemination of consistent and critical information, a Safety Officer, and a Community Liaison. Additional categories were also added for Operations, Logistics, and Finance & Recovery. The focus of Finance & Recovery is to track personnel and non-personnel expenditures related to COVID-19 in order to seek reimbursement from the state.
The Latest COVID-19 Statistics:
As of Wednesday, July 7, 2022, COVID-19 numbers in the city of Redlands are as follows:
Total Cases: 43,316
Community Cases: 42,704
Deaths: 330
Total Tests: 617,523
Vaccinations and Testing
Vaccinations and boosters are in good supply and readily available to any resident aged 12 and over, and there are vaccination sites located throughout the County. For more information on COVID-19 vaccinations please visit sbcovid19.com/vaccine/.
Testing appointments can be made through the San Bernardino County COVID-19 Response website as follows: https://sbcovid19.com/testing-sites/.
In addition, self-tests for COVID-19 are recommended by the CDC as they give rapid results and can be taken anywhere, regardless of vaccination status or whether or not symptoms are present. Self tests detect current infection, and give results in a few minutes. Self-tests along with vaccinations, wearing a Redlands Regular Meeting of 07-19-22 42 of 974
give results in a few minutes. Self-tests along with vaccinations, wearing a well-fitted mask, and physical distancing, help protect all by reducing the chances of spreading COVID-19, however, they do not detect antibodies which would suggest a previous infection, and they do not measure your level of immunity. Self-tests can be obtained through local health departments, and online or in pharmacies and retails stores.
SUBMITTED BY:
Rich Sessler, Fire Chief
RECOMMENDED BY:
Charles M. Duggan, Jr., City Manager
Janice McConnell, Assistant City Manager
Fiscal Impact
Discussion:
The fiscal impact to the City due to COVID-19 as of July 7, 2022 is as follows:
Personnel: $4,906,689.99 (Fully Burdened)
Non-Personnel: $527,374.80 (Equipment and Supplies)
Total: $5,434,064.79
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City Council Meeting I. 7.
DATE: 07/19/2022
TO: Honorable Mayor and City Council Members
SUBJECT: Approve Resolution No. 8366 establishing an Appropriations Limit for Fiscal Year 2022-2023 (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 Resolution No. 8366.
RECOMMENDATION:
Staff recommends City Council approve Resolution No. 8366 establishing a $151,979,697 appropriations limit for Fiscal Year 2022-2023 pursuant to Article XIII B of the California Constitution.
DISCUSSION:
In November 1979, California voters approved Proposition 4, which places limits on the amount of revenue to be spent by all entities of government. Each year, generally upon submittal of the adopted budget, the City Council must adopt an appropriations limit, commonly referred to as a “Gann Limit” or “Prop. 4 Limit”.
The passage of Proposition 111 in June 1990 included some clean-up legislation for Proposition 4 limits, making the appropriations limit more responsive to local growth issues and called for specific factors to be included in annual recalculations of the 1990-91 limit.
Each year the City of Redlands has consistently maintained an exceedingly wide and comfortable margin between its appropriations limit and its proceeds of taxes subject to the limit. This is attributed to annual increases in the limit, based upon California Per Capita Income, and the greater of the County’s or City’s population growth, both of which are combined for a growth factor that Redlands Regular Meeting of 07-19-22 44 of 974
City’s population growth, both of which are combined for a growth factor that is in significant excess of the increases in proceeds of taxes received each year.
ALTERNATIVES:
None. This is a State constitutional requirement.
STRATEGIC PLAN:
Not applicable.
SUBMITTED BY:
Danielle Garcia, Management Services / Finance Director RECOMMENDED BY:
Charles M. Duggan, Jr., City Manager
REVIEWED BY:
Yvette M. Abich Garcia, City Attorney
Janice McConnell, Assistant City Manager
Fiscal Impact
Fiscal Year: 2022-23
Discussion:
None. Approval of the resolution, however, establishes a legal limit on the amount of tax proceeds that can be appropriated in Fiscal Year 2022-23. The difference between the City's Appropriations limit of $152 million and the budgeted proceeds of taxes for FY 2022-23, which are roughly $90.03 million, is approximately $62 million. The City is thus $62 million dollars below its Appropriations, or "GANN", limit.
Attachments
Resolution No. 8366 Appropriations Limit (GANN 2022-23) Schedule of Appropriations Subject to Limit FY 2022-23 (GANN) Appropriation Limit Calculation FY 2022-23 (GANN)
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RESOLUTION NO. 8366
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF REDLANDS
ESTABLISHING AN APPROPRIATION LIMIT FOR THE FISCAL YEAR 2022-2023 PURSUANT TO ARTICLE XIIIB OF THE CALIFORNIA
CONSTITUTION
WHEREAS, Article XIIIB of the California Constitution provides that the total appropriations subject to limitation of each governmental entity, including this city, shall not exceed the appropriation limit of such entity of government for the prior year adjusted for changes in the cost of living or personal income and population, except as otherwise provided for in said Article XIIIB and implementing State statutes; and
WHEREAS, pursuant to said Article XIIIB of the California Constitution and Section 7900 et seq. of the California Government Code, the City is required to set an appropriation limit for each fiscal year; and
WHEREAS, the Management Services/Finance Director of the City of Redlands has interpreted the technical provisions of said Article XIIIB computations and has caused a technical review to be made of the documentation for the City's said appropriation limitation, utilizing the population growth factor for the County which is higher than that of the City, and has caused the numbers upon which the City's appropriation limit was and is based to be calculated; and WHEREAS, the City Council chooses to adjust the City’s Appropriations Limit by calculating inflation using the California per capita personal income growth; and WHEREAS, based on such calculation, the Management Services/Finance Director has determined the said appropriation limit and, pursuant to Section 7910 of the California Government Code, has made available to the public the documentation used in the determination of said appropriation limit 15 days in advance of consideration of the adoption of this resolution; NOW THEREFORE, BE IT RESOLVED, by the City Council of the City of Redlands, California, that said appropriation limit for the Fiscal Year 2022-23 shall be and is hereby set in the amount of $151,979,697.
ADOPTED, SIGNED AND APPROVED this 19th day of July, 2022.
Paul T. Barich, Mayor
ATTEST:
____________________________
Jeanne Donaldson, City Clerk
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City of Redlands
APPROPRIATIONS SUBJECT TO THE GANN (PROP 4) LIMIT
FOR FISCAL YEAR 2022-2023
Proceeds Non-Proceeds
Revenue Source from Taxes from Taxes Total
General Fund:
Property Tax 36,426,030 $ 36,426,030 $
Sales Tax 44,652,111 44,652,111
Public Safety Sales Tax 1,447,680 1,447,680
Transient Occupancy Tax 1,530,000 1,530,000
Mining Tax 362,000 362,000
Franchise Fees 2,595,483 $ 2,595,483
Business Licenses 4,892,000 4,892,000
Property Transfer Tax 547,200 547,200
Other Licenses 55,500 55,500
Building Permit Fees 3,275,466 3,275,466
City Ordinance Violation 6,000 6,000
Motor Vehicle Fees 64,000 64,000
State and Federal 40,000 40,000
City Attorney Fees 90,000 90,000
Engineering Services 1,037,000 1,037,000
Facilities & Community Svcs. 3,001,626 3,001,626
Fire Services 779,000 779,000
Recreation & Senior Scvs. 584,572 584,572
Library Services 26,550 26,550
Police 522,982 522,982
Animal Control 212,595 212,595
Interfund Charges 4,167,736 4,167,736
Donations/Contributions 45,000 45,000
Other Revenue 390,000 390,000
Sub-Total 89,857,021 $ 16,893,510 $ 106,750,531 $
Percent of Total 84.17% 15.83% 100.00%
Allocation of Investment Income 168,350 31,650 200,000
Sub-Total 90,025,371 $ 16,925,160 $ 106,950,531 $
Total Appropriations
Subject to Limit 90,025,371 $
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City of Redlands
Annual Appropriations (Gann) Limit Calculation
Greater of
Per Capita County/City CPI Population
Fiscal Personal Population Converted Change Growth Prior Year New Year Year Income Growth to Ratio Ratio Factor Limit Limit
1999-00 4.53% 0.63% 1.0453 1.0063 1.0519 48,823,906 51,357,867 2000-01 4.91% 1.04% 1.0491 1.0104 1.0600 51,357,867 54,439,885 2001-02 7.82% 1.89% 1.0782 1.0189 1.0986 54,439,885 59,806,459 2002-03 -1.27% 2.38% 0.9873 1.0238 1.0108 59,806,459 60,452,234 2003-04 2.31% 2.59% 1.0231 1.0259 1.0496 60,452,234 63,450,561 2004-05 3.28% 2.51% 1.0328 1.0251 1.0587 63,450,561 67,176,586 2005-06 5.26% 2.49% 1.0526 1.0249 1.0788 67,176,586 72,470,755 2006-07 3.96% 2.10% 1.0396 1.0210 1.0614 72,470,755 76,922,750 2007-08 4.42% 1.86% 1.0442 1.0186 1.0636 76,922,750 81,816,738 2008-09 4.29% 1.45% 1.0429 1.0145 1.0580 81,816,738 86,563,913 2009-10 0.62% 0.79% 1.0062 1.0079 1.0141 86,563,913 87,788,704 2010-11 -2.54% 0.85% 0.9746 1.0085 0.9829 87,788,704 86,286,122 2011-12 2.51% 1.05% 1.0251 1.0105 1.0359 86,286,122 89,380,648 2012-13 3.77% 0.86% 1.0377 1.0086 1.0466 89,380,648 93,547,951 2013-14 5.12% 0.85% 1.0512 1.0085 1.0601 93,547,951 99,173,476 2014-15 -0.23% 0.78% 0.9977 1.0078 1.0055 99,173,476 99,717,151 2015-16 3.82% 1.09% 1.0382 1.0109 1.0495 99,717,151 104,654,783 2016-17 5.37% 0.93% 1.0537 1.0093 1.0635 104,654,783 111,300,300 2017-18 3.69% 1.16% 1.0369 1.0116 1.0489 111,300,300 116,746,006 2018-19 3.67% 0.95% 1.0367 1.0095 1.0465 116,746,006 122,180,375 2019-20 3.85% 0.90% 1.0385 1.0090 1.0478 122,180,375 128,026,278 2020-21 3.73% 0.51% 1.0373 1.0051 1.0426 128,026,278 133,478,947 2021-22 5.73% -0.01% 1.0573 0.9999 1.0572 133,478,947 141,113,178 2022-23 7.55% 0.14% 1.0755 1.0014 1.0770 141,113,178 151,979,697 Redlands Regular Meeting of 07-19-22 48 of 974
City Council Meeting I. 8.
DATE: 07/19/2022
TO: Honorable Mayor and City Council Members
SUBJECT: Approve the three-year service renewal with Neogov, the City's Insight, Learn and Perform Software, in the amount of $158,634 (Assistant City Manager McConnell)
MOTION(S):
If the City Council determines that staff’s recommendation is appropriate, the following motion is provided:
I move to approve the three-year service renewal with Neogov to provide recruitment, training, and performance review software services to City employees in the amount of $158,634.
RECOMMENDATION:
Staff recommends that City Council approve the three-year service renewal with Neogov for recruitment, training, and performance evaluation software services in the amount of $158,634.
DISCUSSION:
Neogov has provided the City's Recruitment Platform (Insight) since 2009 and the City's Learning Management System (Learn) and Performance Management system (Perform) since 2019. Insight provides the City with an online platform to post open positions, accept and review applications, and conduct interviews.
Learn provides the City with various online training options for City employees as well as a platform to manage all training completed by city employees.
Perform is the online performance management system for City employees which provides an electronic means to complete employee evaluations.
Together, Learn and Perform maximize the benefits of performance for employees by identifying skill gaps and building curriculum to address areas of improvement.
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improvement.
This fee renewal is for all three Neogov platforms for the period of January 2022 through June 2025.
ALTERNATIVES:
N/A
STRATEGIC PLAN:
Priority C: Equity and Inclusion, 2. Workforce: Recruit, hire and train a diverse and inclusive workforce that represents the community.
SUBMITTED BY:
Janice McConnell, Assistant City Manager
RECOMMENDED BY:
Charles M. Duggan Jr., City Manager
REVIEWED BY:
Tommi Ng, Assistant Human Resources/Risk Management Director Yvette M. Abich Garcia, City Attorney
Janice McConnell, Assistant City Manager
Danielle Garcia, Management Services/Finance Director
PREPARED BY:
Liz Marin, HR Manager
Fiscal Impact
Fiscal Year: 2022/23
Revenue Generating: No
Appropriation Required Y/N: No
Budgeted Y/N: Yes
Discussion:
The cost of this renewals has been included in the approved budget for fiscal years 22/23 and 23/24.
Attachments
Learn Signed Agreement
Perform Signed Agreement
Cost Form
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Cost Form
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1 NEOGOV ORDER FORM
NEOGOV:
Governmentjobs.com, Inc. (dba “NEOGOV”)
300 Continental Blvd., Suite 565
El Segundo, CA 90245
[email protected]
Customer Name & Address:
Redlands, City of (CA)
35 Cajon Street,
Redlands, CA 92373
USA
Quote Creation Date: 02/17/2022 Contact Name: Marina Gonzalez Quote Expiration Date: 30 days from Quote Creation Contact Email: [email protected] Payment Terms Annual. Net 30 from NEOGOV invoice. FTE:
Fee Summary
Service Description Term Term Fees
Insight Subscription (IN) 07/16/2022 - 07/15/2023 $11,201.59 Insight Subscription (IN) 07/16/2023 - 07/15/2024 $12,321.75 Insight Subscription (IN) 07/16/2024 - 07/15/2025 $13,553.93 Perform Subscription (PE) 05/07/2022 - 05/06/2023 $21,427.91 Perform Subscription (PE) 05/07/2023 - 05/06/2024 $23,570.70 Perform Subscription (PE) 05/07/2024 - 05/06/2025 $25,927.77 Learn Subscription (LE) 01/03/2022 - 01/02/2023 $14,383.50 Learn Subscription (LE) 01/03/2023 - 01/02/2024 $17,260.20 Learn Subscription (LE) 01/03/2024 - 01/02/2025 $18,986.22 2022 Total: $47,013.00
2023 Total: $53,152.65
2024 Total: $58,467.92
Total: 158,633.57
A. Terms and Conditions
1. Agreement. This Ordering Document and the Services purchased herein are expressly conditioned upon the acceptance by Customer of the terms of the NEOGOV Services Agreement either affixed hereto or the version most recently published prior to execution of this Ordering Form available at https://www.neogov.com/service-specifications. Unless otherwise stated, all capitalized terms used but not defined in this Order Form shall have the meanings given to them in the NEOGOV Services Agreement.
2. Effectiveness & Modification. Neither Customer nor NEOGOV will be bound by this Ordering Document until it has been signed by its authorized representative (the “Effective Date”). Unless otherwise stated, all SaaS Subscriptions shall commence on the Effective Date. This Order Form may not be modified or amended except through a written instrument signed by the parties.
3. Summary of Fees. Listed above is a summary of Fees under this Order. Once placed, your order shall be non-cancelable and the sums paid nonrefundable, except as provided in the Agreement.
4. Order of Precedence. This Ordering Document shall take precedence in the event of direct conflict with the Services Agreement, applicable Schedules, and Service Specifications.
B. Special Conditions (if any).
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City Council Meeting I. 9.
DATE: 07/19/2022
TO: Honorable Mayor and City Council Members
SUBJECT: Accept the donation from the University of Redlands of $24,200, and authorize the expenditure of $3,500 on behalf of the City and the A. K. Smiley Public Library as designated by the University of Redlands, and approve additional appropriations totaling $20,700 for the corresponding expenditures in the Police and Fire Departments (Management Services/Finance Director Garcia) MOTION(S):
If the City Council determines that the staff's recommendations are appropriate, the following motions are provided:
I move to accept the donation of $24,200 from the University of Redlands and authorize the expenditure of such funds on behalf of the City and the A.K. Smiley Public Library as designated by the University of Redlands; and
1. I further move to approve additional appropriations totaling $20,700 for the corresponding expenditures in the Police and Fire Departments.
2. RECOMMENDATION:
It is recommended that the City Council accept this generous donation from the University of Redlands in the amount of $24,200 for the stated projects and approve the additional appropriations totaling $20,700 for the corresponding expenditures in the Police and Fire Departments.
DISCUSSION:
On June 2, 2022, the University of Redlands notified the City of its intent to donate $24,200 to the City as an “above budget” contribution to support the City and the A.K. Smiley Public Library. For the past two decades, the University has graciously donated funds to the City for specific projects, and this Redlands Regular Meeting of 07-19-22 75 of 974
donation will bring the total contributions over that time period to $1,140,700.
Of the $24,200, the University of Redlands has made a $3,500 donation directly to the A.K. Smiley Public Library, for the purpose of funding Kanopy and Kanopy for Kids streaming video service. The Board of Trustees is responsible for the receipt and use of the donation as specified by the University of Redlands and, therefore, no appropriation is required in the City’s General Fund or any other City fund.
The remaining $20,700 has been donated to the City by the University of Redlands. The Redlands Police Department will receive $12,000 for the annual service subscription of eight fixed mounted investigative cameras.
The Redlands Fire Department will receive $8,700 to fund the purchase of a Bullard QXT thermal camera bundle package that includes the camera and charging device. Thermal imaging cameras are a force multiplier on the fire ground, improving conditions and outcomes for firefighters and victims. Image searching for someone in a dark room with no light near zero visibility. The camera also helps in identifying construction types and the structural stability of a building while exposed to heat and fire. Thermal Imaging cameras can also view heat and fire through material, aiding in finding hidden fires in walls, ceilings, and confined spaces. These cameras are incredible firefighting and rescue tools that will maximize personnel, and increase Redlands Fire Departments' ability to save lives, property, and infrastructure.
ALTERNATIVES:
Do not accept the donation.
STRATEGIC PLAN:
Not applicable.
SUBMITTED BY:
Danielle Garcia, Management Services/Finance Director
RECOMMENDED BY:
Charles M. Duggan Jr., City Manager
REVIEWED BY:
Yvette M. Abich Garcia, City Attorney
Janice McConnell, Assistant City Manager
Christopher R. Catren, Chief of Police
Rich Sessler, Fire Chief
Don McCue, Library Director
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PREPARED BY:
James Garland, Assistant Finance Director
Fiscal Impact
Fiscal Year: 2023
Revenue Generating: Yes
Appropriation Required Y/N: Y
Amount: $20,700
Budgeted Y/N: No
Account No.: Various
Discussion:
Police Department:
Twelve Thousand dollars ($12,000) for annual service subscription of eight fixed mounted investigative cameras.
101202-6710 (Special Contractual Services).
Fire Department:
Eight Thousand, Seven Hundred dollars ($8,700) for a new thermal imaging camera package.
101250-8706 (All Other Equipment)
The cost of these appropriations will be offset by the donation revenue received from the University of Redlands.
Attachments
Additional Appropriation Form - UofR Donation
Donation Letter
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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
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City Council Meeting I. 10.
DATE: 07/19/2022
TO: Honorable Mayor and City Council Members
SUBJECT: Approve the Maintenance Agreement for Redlands Passenger Rail Project At-Grade Crossings with the Southern California Regional Rail Authority (Municipal Utilities and Engineering Director Harris) MOTION(S):
If City Council determines the staff recommendation is appropriate, the following motion is provided:
I move that City Council determine approval of the Maintenance Agreement for Redlands Passenger Rail Project At-Grade Crossings is exempt from environmental review pursuant to Section 15301(c) of the State's guidelines implementing the California Environmental Quality Act; and
1. I move to approve the Maintenance Agreement for Redlands Passenger Rail Project At-Grade Crossings with the Southern California Regional Rail Authority.
2. RECOMMENDATION:
Staff recommends that City Council determine approval of the Maintenance Agreement for Redlands Passenger Rail Project At-Grade Crossings is exempt from environmental review pursuant to Section 15301(c) of the State's guidelines implementing the California Environmental Quality Act.
Staff further recommends City Council approve the Maintenance Agreement for Redlands Passenger Rail Project At-Grade Crossings with SCRRA.
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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 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 marking, 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.
Approval of the Agreement is exempt from environmental review pursuant to Section 15301(c) of the State's guidelines implementing the California Environmental Quality Act since it governs the maintenance of existing public facilities and involves no expansion of existing or former use.
ALTERNATIVES:
City Council may deny the staff recommendation, although the City agreed to maintain these at-grade crossings with approval of the original MOU.
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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
PREPARED BY:
John R. Harris, Municipal Utilities and Engineering Director Fiscal Impact
Fiscal Year: FY 22/23
Revenue Generating: N
Appropriation Required Y/N: N
Discussion:
There is no fiscal impact associated with approval of the Maintenance Agreement for Redlands Passenger Rail Project At-Grade Crossings.
Maintenance costs are included in the annual Streets and Inspections Budget (101401).
Attachments
RPRP At-Grade Crossing Maintenance Agreement
Exhibit C-1
RPRP MOU
RPRP MOU Amendment 1
RPRP MOU Amendment 2
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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 63.02 to 66.48 - SAN GABRIEL SUBDIVISION IN
CITY OF REDLANDS,
CALIFORNIA
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Maintenance Agreement
for
All At-Grade Crossings within
SCRRA MILE POST 63.02 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 07-19-22 85 of 974
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
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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.
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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 07-19-22 88 of 974
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.
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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.
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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:
Christos Sourmelis
ROW Engineering Coordinator
2558 Supply Street, Building A
Pomona, CA 91767
Email: [email protected]
Phone: (909) 392-8463
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 07-19-22 91 of 974
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.
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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.
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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.
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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.
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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 07-19-22 96 of 974
EXHIBIT A
Maintenance Agreement
for All At-Grade Crossings within MP 63.02 to 66.48
of the San Gabriel Subdivision
Standard Terms and Conditions
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EXHIBIT A
To Maintenance Agreement for all At-Grade Crossings within MP 63.02 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 07-19-22 98 of 974
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:
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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.
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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.
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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
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EXHIBIT B-1
To Maintenance Agreement
for
All At-Grade Crossings within MP 63.02 to 66.48 of
the San Gabriel Subdivision
Crossing Location Print
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EXHIBIT B-1
Crossing Location Print
Figure 1: Location Map
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Figure 2: Vicinity Map
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Figure 3: Site Map
Figure 4: Site Map
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EXHIBIT B-2
To Maintenance Agreement
for
All At-Grade Crossings within MP 63.02 to 66.48 of
the San Gabriel Subdivision
Crossing Plans
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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 07-19-22 108 of 974
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
p:\pwworking\sac\d0756163\SANBAG-ICS-HALF.tbl
C:\ProgramFiles(x86)\Com m onFiles\InterPlot\IPLOT\bin\iplotdrvm.plt \\OMAP-INPICS01\ICSforPDF\2515\883953_106\26495-06-CR51101.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
M
R
R
R
R
M
A
sph
.
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 CITY R/W
EX CITY R/W
EX SBCTA 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 07-19-22 109 of 974
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
p:\pwworking\sac\d0756163\SANBAG-ICS-HALF.tbl
C:\ProgramFiles(x86)\Com m onFiles\InterPlot\IPLOT\bin\iplotdrvm.plt \\OMAP-INPICS01\ICSforPDF\2515\883953_107\26495-06-CR51102.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
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
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 07-19-22 110 of 974
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
p:\pwworking\sac\d0756163\SANBAG-ICS-HALF.tbl
C:\ProgramFiles(x86)\Com m onFiles\InterPlot\IPLOT\bin\iplotdrvm.plt \\OMAP-INPICS01\ICSforPDF\2515\883953_110\26495-06-CR51401.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
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 07-19-22 111 of 974
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
p:\pwworking\sac\d0756163\SANBAG-ICS-HALF.tbl
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 07-19-22 112 of 974
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 07-19-22 113 of 974
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
.
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 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
PROP TCE
56.34'
STA > CALIFORNIA ST = 9+80.00STA > MT-2 = 380+12.92MP 63.00 (6.27)
EASEMENTPROP
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 07-19-22 114 of 974
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
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po
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RR
m
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ld
REV. DATE APP. 5-18-2018 BY
SUB.
DESIGNED BY
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
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
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
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 CITY 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
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 07-19-22 115 of 974
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$
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
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 07-19-22 116 of 974
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 07-19-22 117 of 974
M
R R
R R
REV. DATE APP. 5-18-2018 BY
SUB.
DESIGNED BY
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
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
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
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'
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
CURB FACE
GUTTER LIP
GUTTER LIP
EX SBCTA R/W
EX SBCTA R/W
EX CITY 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'
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 07-19-22 118 of 974
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 07-19-22 119 of 974
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 07-19-22 120 of 974
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 07-19-22 121 of 974
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
.
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 CITY R/W
EX CITY R/W
EX CITY R/W
EX SBCTA R/W
EX SBCTA 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
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 07-19-22 122 of 974
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 SBCTA R/W
EX SBCTA R/W
EX SBCTA R/W
EX CITY R/W
EX CITY 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
PROP EASEMENT
4.5'
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 07-19-22 123 of 974
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 07-19-22 124 of 974
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
CITY CITY
EX EX
CITY CITY
IT OCCURS
MEDIAN WHERE
IT OCCURSMEDIAN 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 07-19-22 125 of 974
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'
4.5'
EX SBCTA R/W
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
EASEMENTPROP
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 07-19-22 126 of 974
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 07-19-22 127 of 974
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 07-19-22 128 of 974
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
.
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 CITY R/W
EX CITY R/W
EX SBCTA R/W
EX SBCTA 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 07-19-22 129 of 974
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 SBCTA R/W
EX SBCTA R/W
EX SBCTA R/W
EX CITY R/W
EX CITY 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'
4.5'
PROP EASEMENT
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 07-19-22 130 of 974
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
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 07-19-22 131 of 974
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 SBCTA R/W
EX SBCTA R/W
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
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 07-19-22 132 of 974
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 07-19-22 133 of 974
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 07-19-22 134 of 974
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 07-19-22 135 of 974
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 07-19-22 136 of 974
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 07-19-22 137 of 974
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 07-19-22 138 of 974
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$
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
C. CHRISTOPLIS
W. STEBOK
NOT FOR CONSTRUCTION
SUBMITTAL
100%
Obscured
Obscured
Asph.
Asph. Asph.
Asph.
Conc
Conc
STOP
W W
T
W
T
TEL COND. TELCOND.
TEL COND.
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 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 07-19-22 139 of 974
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$
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
C. CHRISTOPLIS
W. STEBOK
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 SBCTA R/W
EX SBCTA R/W
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 07-19-22 140 of 974
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$
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
C. CHRISTOPLIS
W. STEBOK
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 07-19-22 141 of 974
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$
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
C. CHRISTOPLIS
W. STEBOK
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'
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 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 07-19-22 142 of 974
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 07-19-22 143 of 974
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 07-19-22 144 of 974
POLE LOCATION DETAIL
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
EXISTING PHASE DIAGRAM
RAILROAD PREEMPTION
TRACK CLEAR
RAILROAD PREEMPTION
LIMITED SERVICE
DETECTOR ASSIGNMENT
Redlands Regular Meeting of 07-19-22 145 of 974
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$
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
T
YLON
Obscured
Asph.
Asph.
Asph.
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.
R
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 07-19-22 146 of 974
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 SBCTA R/W
EX SBCTA R/W
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 07-19-22 147 of 974
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 07-19-22 148 of 974
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 07-19-22 149 of 974
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$
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
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
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 SBCTA R/W
EX SBCTA R/W
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 07-19-22 150 of 974
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 07-19-22 151 of 974
EXISTING POLES TO BE
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 07-19-22 152 of 974
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 EXISTING PHASE DIAGRAM
POLE LOCATION DETAIL
RAILROAD PREEMPTION
TRACK CLEAR
RAILROAD PREEMPTION
LIMITED SERVICE
TENNESSEE ST & REDLANDS BLVD
DETECTOR ASSIGNMENT
Redlands Regular Meeting of 07-19-22 153 of 974
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 07-19-22 154 of 974
Asph.
Asph.
1290
1290
1290
1295
1295
1300
REV. DATE APP.
BY
SUB.
DESIGNED BY
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
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 07-19-22 155 of 974
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 07-19-22 156 of 974
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 07-19-22 157 of 974
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
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/
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 07-19-22 158 of 974
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 07-19-22 159 of 974
REV. DATE APP.
BY
SUB.
DESIGNED BY
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 07-19-22 160 of 974
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
GROUNDEXISTING
GROUNDEXISTING
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
SEE FENCING PLANS FOR LIMITSPROPOSED FENCE
SEE FENCING PLANS FOR LIMITSPROPOSED FENCE
PLANS FOR LIMITSPROPOSED FENCE SEE FENCING
SEE STATION PLANSPROPOSED GRADING
SEE STATION PLANSPROPOSED GRADING
SEE STATION PLANSPROPOSED GRADING
SEE STATION PLANSPROPOSED GRADING
SEE STATION PLANSPROPOSED GRADING
SEE STATION PLANSPROPOSED GRADING
SEE STATION PLANSPROPOSED GRADING
Redlands Regular Meeting of 07-19-22 161 of 974
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 07-19-22 162 of 974
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$
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
C. CHRISTOPLIS
W. STEBOK
NOT FOR CONSTRUCTION
SUBMITTAL
100%
F
R R
R R
H
H
H
H
A
sph
.
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 CITY R/W
EX CITY R/W
EX CITY R/W
EX SBCTA 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
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
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 07-19-22 163 of 974
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$
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
C. CHRISTOPLIS
W. STEBOK
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
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
EX CITY R/W
EX CITY R/W
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 07-19-22 164 of 974
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_84\26495-06-CR83201.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
C. CHRISTOPLIS
W. STEBOK
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 07-19-22 165 of 974
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$
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
C. CHRISTOPLIS
W. STEBOK
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
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 07-19-22 166 of 974
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$
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
C. CHRISTOPLIS
W. STEBOK
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'
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'
4.5'
EX SBCTA R/W
EX SBCTA R/W
EX SBCTA R/W
EX SBCTA R/W
EX CITY 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
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 07-19-22 167 of 974
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 07-19-22 168 of 974
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 07-19-22 169 of 974
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_78\26495-06-CR86101.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
C. CHRISTOPLIS
W. STEBOK
NOT FOR CONSTRUCTION
SUBMITTAL
100%
F
F
F
M
M
R
R
R R
R R
R
R
H
A
sph
.
A
sph
.
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 SBCTA R/W
EX CITY R/W
EX CITY 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 07-19-22 170 of 974
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$
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
C. CHRISTOPLIS
W. STEBOK
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 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 EASEMENT
PROP SBCTA R/W
EX CITY R/W
EX CITY R/W
EX CITY R/W
EX CITY R/W
PROP EASEMENT
50 PROP SBCTA R/W
PROP EASEMENT
PROP TCE
PROP TCE
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 07-19-22 171 of 974
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$
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
C. CHRISTOPLIS
W. STEBOK
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 07-19-22 172 of 974
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$
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
C. CHRISTOPLIS
W. STEBOK
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 07-19-22 173 of 974
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$
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
C. CHRISTOPLIS
W. STEBOK
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 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
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 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 07-19-22 174 of 974
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 07-19-22 175 of 974
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
CONDUCTOR SCHEDULE
Redlands Regular Meeting of 07-19-22 176 of 974
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
EXISTING PHASE DIAGRAM
RAILROAD PREEMPTION
TRACK CLEAR
RAILROAD PREEMPTION
LIMITED SERVICE
POLE LOCATION DETAIL
DETECTOR ASSIGNMENT
Redlands Regular Meeting of 07-19-22 177 of 974
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
CONDUCTOR SCHEDULE
Redlands Regular Meeting of 07-19-22 178 of 974
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 07-19-22 179 of 974
REV. DATE APP. BY
SUB.
DESIGNED BY
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 07-19-22 180 of 974
REV. DATE APP. BY
SUB.
DESIGNED BY
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
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 07-19-22 181 of 974
REV. DATE APP. BY
SUB.
DESIGNED BY
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
EX SBCTA R/W
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
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
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
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 07-19-22 182 of 974
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 07-19-22 183 of 974
REV. DATE APP. BY
SUB.
DESIGNED BY
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
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
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 07-19-22 184 of 974
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$
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
C. CHRISTOPLIS
W. STEBOK
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 SBCTA R/W
EX CITY 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 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 07-19-22 185 of 974
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$
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
C. CHRISTOPLIS
W. STEBOK
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
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
EX CITY R/W
EX CITY R/W
PROP EASEMENT
6'6'5
'5'
4.5'
4.5'
PROP TCE
PROP EASEMENT
PROP EASEMENT
PROP TCE
PROP EASEMENT
EX CITY R/W
PROP EASEMENT
PROP SBCTA R/W
PROP EASEMENT
PROP EASEMENT
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 07-19-22 186 of 974
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$
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
C. CHRISTOPLIS
W. STEBOK
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 07-19-22 187 of 974
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$
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
C. CHRISTOPLIS
W. STEBOK
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 07-19-22 188 of 974
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_92\26495-06-CR89401.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
C. CHRISTOPLIS
W. STEBOK
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'
6.5'
6.5'
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
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 07-19-22 189 of 974
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 07-19-22 190 of 974
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 07-19-22 191 of 974
REV. DATE APP. 12-20-2017 BY
SUB.
DESIGNED BY
DRAWN BY
CHECKED BY
APPROVED BY
DATE
CONTRACT NO.
REVISION SHEET NO.
DRAWING NO.
SCALE
$DATE$ $TIME$$PENTBLL$$PLTDRVL$$FILEL$
$USER$
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
C. CHRISTOPLIS
W. STEBOK
NOT FOR CONSTRUCTION
SUBMITTAL
100%
O
b
scured
A
sph.
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 SBCTA R/W
EX CITY 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
PP
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
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 07-19-22 192 of 974
REV. DATE APP. 12-20-2017 BY
SUB.
DESIGNED BY
DRAWN BY
CHECKED BY
APPROVED BY
DATE
CONTRACT NO.
REVISION SHEET NO.
DRAWING NO.
SCALE
$DATE$ $TIME$$PENTBLL$$PLTDRVL$$FILEL$
$USER$
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
C. CHRISTOPLIS
W. STEBOK
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
EX SBCTA R/W
EX SBCTA R/W
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'
4.5'
EX CITY R/W
EX CITY R/W
EX CITY R/W
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 07-19-22 193 of 974
REV. DATE APP. 12-20-2017 BY
SUB.
DESIGNED BY
DRAWN BY
CHECKED BY
APPROVED BY
DATE
CONTRACT NO.
REVISION SHEET NO.
DRAWING NO.
SCALE
$DATE$ $TIME$$PENTBLL$$PLTDRVL$$FILEL$
$USER$
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
C. CHRISTOPLIS
W. STEBOK
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 07-19-22 194 of 974
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.
DESIGNED BY
DRAWN BY
CHECKED BY
APPROVED BY
DATE
CONTRACT NO.
REVISION SHEET NO.
DRAWING NO.
SCALE
$DATE$ $TIME$$PENTBLL$$PLTDRVL$$FILEL$
$USER$
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
C. CHRISTOPLIS
W. STEBOK
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 07-19-22 195 of 974
REV. DATE APP. 12-20-2017 BY
SUB.
DESIGNED BY
DRAWN BY
CHECKED BY
APPROVED BY
DATE
CONTRACT NO.
REVISION SHEET NO.
DRAWING NO.
SCALE
$DATE$ $TIME$$PENTBLL$$PLTDRVL$$FILEL$
$USER$
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
C. CHRISTOPLIS
W. STEBOK
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'
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 SBCTA R/W
EX SBCTA R/W
EX SBCTA R/W
EX CITY R/W
EX CITY 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'
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 07-19-22 196 of 974
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 07-19-22 197 of 974
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$
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
C. CHRISTOPLIS
W. STEBOK
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
EX SBCTA R/W
PROP TCE
PROP TCE
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
PROP EASEMENT
EX CITY R/W
W=40'
>DRWY
STA9+24
FOR DET (TYP)SEE FENCING PLANS
EX SBCTA R/W
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
EX CITY R/W
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 07-19-22 198 of 974
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$
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
C. CHRISTOPLIS
W. STEBOK
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
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
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 07-19-22 199 of 974
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$
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
C. CHRISTOPLIS
W. STEBOK
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 07-19-22 200 of 974
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$
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
C. CHRISTOPLIS
W. STEBOK
NOT FOR CONSTRUCTION
SUBMITTAL
100%
Redlands Regular Meeting of 07-19-22 201 of 974
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$
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
C. CHRISTOPLIS
W. STEBOK
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 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
PROP TCE
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 07-19-22 202 of 974
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 07-19-22 203 of 974
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$
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
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.
R
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
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 07-19-22 204 of 974
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 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
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 07-19-22 205 of 974
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 07-19-22 206 of 974
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
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 07-19-22 207 of 974
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 07-19-22 208 of 974
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$
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
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'
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
EAST PARK AVENUE
NORTH UNIVERSITY STREET
PROP EASEMENT
PROP TCE
PROP EASEMENT
PROP TCE
PROP SBCTA R/W
EX 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
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.
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 07-19-22 209 of 974
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 07-19-22 210 of 974
EXHIBIT C-1
To Maintenance Agreement
for
All At-Grade Crossings within MP 63.02 to 66.48 of
the San Gabriel Subdivision
Quiet Zone Notice of Intent
Redlands Regular Meeting of 07-19-22 211 of 974
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 07-19-22 212 of 974
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 07-19-22 213 of 974
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 07-19-22 214 of 974
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 07-19-22 215 of 974
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 07-19-22 216 of 974
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 07-19-22 217 of 974
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 07-19-22 218 of 974
M
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APPROVED BY
DATE
CONTRACT NO.
REVISION SHEET NO.
DRAWING NO.
SCALE
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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
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
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 CITY R/W
EX SBCTA 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
PROP TCE
56.34'
STA > CALIFORNIA ST = 9+80.00
STA > MT-2 = 380+12.92
MP 63.00 (6.27)
EASEMENT
PROP
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
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 07-19-22 219 of 974
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CHECKED BY
APPROVED BY
DATE
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REVISION SHEET NO.
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SCALE
8/7/2019 1:54:23 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
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
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 CITY R/W
EX CITY R/W
EX CITY R/W
EX SBCTA R/W
EX SBCTA 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
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
CHRISTOPLIS
CHARLES
045570
SWK
5.5'
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
WV
49 MH
FOR DETAIL A
SEE SHT CR68301
SWK
SIGN
DRWY
PP
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
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
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
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 1
1 1
1 Redlands Regular Meeting of 07-19-22 220 of 974
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REV. DATE APP. 5-18-2018 BY
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CHECKED BY
APPROVED BY
DATE
CONTRACT NO.
REVISION SHEET NO.
DRAWING NO.
SCALE
8/7/2019 2:10:30 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
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
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
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
0.5'R
EX CITY R/W
EX CITY R/W
EX CITY R/W
EX SBCTA R/W
EX SBCTA 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
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
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 07-19-22 221 of 974
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DESIGNED BY
DRAWN BY
CHECKED BY
APPROVED BY
DATE
CONTRACT NO.
REVISION SHEET NO.
DRAWING NO.
SCALE
3/24/2020 3:56:45 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
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 SBCTA R/W
EX SBCTA R/W
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 07-19-22 222 of 974
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REV. DATE APP. 5-18-2018 BY
SUB.
DESIGNED BY
DRAWN BY
CHECKED BY
APPROVED BY
DATE
CONTRACT NO.
REVISION SHEET NO.
DRAWING NO.
SCALE
8/7/2019 2:51:46 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
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
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
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 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 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 07-19-22 223 of 974
Asph.
W
T
MH
110 111 112 113 114 115
REV. DATE APP. 5-18-2018 BY
SUB.
DESIGNED BY
DRAWN BY
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
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
NTS
R/W CL
EX
6' 12' 2' 31'
16 3
4 5
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
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 07-19-22 224 of 974
Redlands Regular Meeting of 07-19-22 225 of 974
Redlands Regular Meeting of 07-19-22 226 of 974
Redlands Regular Meeting of 07-19-22 227 of 974
F
Obscured
Obscured
Obscured
Obscured
Obscured
Obscured
Obscured
Asph.
Asph.
Conc
W
T
T
REV. DATE APP. 5-18-2018 BY
SUB.
DESIGNED BY
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
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
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
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 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
B
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 07-19-22 228 of 974
F
R R
R R
H
H
H H
A
sph.
A
sph.
A
sph.
Conc
Conc
C
onc
STOP STOP
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.
DESIGNED BY
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
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
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
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 CITY R/W
EX CITY R/W
EX CITY R/W
EX SBCTA 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
FH
EX SBCTA R/W
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
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
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
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 07-19-22 229 of 974
A
sph.
A
sph.
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.
DESIGNED BY
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
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
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
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
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 SBCTA R/W
EX CITY R/W
EX CITY 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 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
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 07-19-22 230 of 974
REV. DATE APP.
BY
SUB.
DESIGNED BY
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
EX SBCTA R/W
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
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
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
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 07-19-22 231 of 974
H
H
R R
R R
A
sph.
A
sph.
A
sph.
A
sph.
Conc.
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.
DESIGNED BY
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
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
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
515 516 517 515 516 517
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)
WV
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 SBCTA R/W
EX CITY R/W
EX CITY 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 07-19-22 232 of 974
R R
R R
O
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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.
DESIGNED BY
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
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
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
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'
5'
BEG ISLAND
10+04.75
END ISLAND
9+84.75
(53' R/W)
WV
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 SBCTA R/W
EX CITY 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
5'
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 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 07-19-22 233 of 974
O
b
scured
A
sph.
A
sph.
A
sph.
W
FH
W
W
W
P
T
REV. DATE APP. 5-18-2018 BY
SUB.
DESIGNED BY
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
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
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
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 SBCTA R/W
EX CITY 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
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
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 07-19-22 234 of 974
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.
DESIGNED BY
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
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
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
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 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:
PP
PP
PP
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 07-19-22 235 of 974
R R
R R
O
b
scure
O
d
b
scured
A
sph.
A
sph.
Conc
STOP
W
W
W
REV. DATE APP. 5-18-2018 BY
SUB.
DESIGNED BY
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
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
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
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
EX SBCTA R/W
PROP TCE
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
PROP EASEMENT
EX CITY R/W
W=40'> DRWYSTA 9+24
FOR DET (TYP)
SEE FENCING PLANS
EX SBCTA R/W
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
EX CITY R/W
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.
PLAN. SEE GRADING & DRAINAGE PLANS FOR CATCH BASIN INFORMATION CONSTRUCT 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 EXIST
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 07-19-22 236 of 974
M
STOP
STOP
R R
O
b
scured
O
b
scured
O
b
scured
O
b
scured
A
sph.
A
sph.
Conc
Conc
R R
WM
WM
W
W
W
W
W W
REV. DATE APP. 5-18-2018 BY
SUB.
DESIGNED BY
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
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
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
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
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
PP
WV
WV
DOT 027250R, CPUC 101 SG-66.48
WM
WM
(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 07-19-22 237 of 974
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 07-19-22 238 of 974
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 07-19-22 239 of 974
EXHIBIT D-1
To Maintenance Agreement
for
All At-Grade Crossings within MP 63.02 to 66.48 of
the San Gabriel Subdivision
SCRRA Form 6 - Right of Entry Agreement &
SCRRA Insurance Requirements
Redlands Regular Meeting of 07-19-22 240 of 974
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 07-19-22 241 of 974
EXHIBIT D-2
To Maintenance Agreement
for
All At-Grade Crossings within MP 63.02 to 66.48 of
the San Gabriel Subdivision
SCRRA Form 37 - Rules and Requirements for
Construction on Railway Property
Redlands Regular Meeting of 07-19-22 242 of 974
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 07-19-22 243 of 974
EXHIBIT D-3
To Maintenance Agreement
for
All At-Grade Crossings within MP 63.02 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 07-19-22 244 of 974
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/globalassets/about/engineering/rules_regulations_third_party_contractors.pdf Redlands Regular Meeting of 07-19-22 245 of 974
EXHIBIT D-4
To Maintenance Agreement
for
All At-Grade Crossings within MP 63.02 to 66.48 of
the San Gabriel Subdivision
SCRRA Highway - Rail Grade Crossing Manual
Redlands Regular Meeting of 07-19-22 246 of 974
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 07-19-22 247 of 974
EXHIBIT D-5
To Maintenance Agreement
for
All At-Grade Crossings within MP 63.02 to 66.48 of
the San Gabriel Subdivision
SCRRA Design Criteria Manual - Section 25 Quiet
Zone Implementation
Redlands Regular Meeting of 07-19-22 248 of 974
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 07-19-22 249 of 974
EXHIBIT C-1
To Maintenance Agreement
for
All At-Grade Crossings within MP 63.02 to 66.48 of
the San Gabriel Subdivision
Quiet Zone Notice of Intent
Redlands Regular Meeting of 07-19-22 250 of 974
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 07-19-22 251 of 974
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 07-19-22 252 of 974
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 07-19-22 253 of 974
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 07-19-22 254 of 974
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 07-19-22 255 of 974
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 07-19-22 256 of 974
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 07-19-22 257 of 974
M
M
M
M
M
M
M
R R R R
R R R R
A
sph.
A
sph.
Conc.
Conc.
W
W
P
W
T
W
W
REV. DATE APP. 5-18-2018 BY
SUB.
DESIGNED BY
DRAWN BY
CHECKED BY
APPROVED BY
DATE
CONTRACT NO.
REVISION SHEET NO.
DRAWING NO.
SCALE
8/7/2019 1:23:14 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_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
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
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
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 CITY R/W
EX SBCTA 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
PROP TCE
56.34'
STA > CALIFORNIA ST = 9+80.00
STA > MT-2 = 380+12.92
MP 63.00 (6.27)
EASEMENT
PROP
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
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 07-19-22 258 of 974
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CHECKED BY
APPROVED BY
DATE
CONTRACT NO.
REVISION SHEET NO.
DRAWING NO.
SCALE
8/7/2019 1:54:23 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
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
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 CITY R/W
EX CITY R/W
EX CITY R/W
EX SBCTA R/W
EX SBCTA 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
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
CHRISTOPLIS
CHARLES
045570
SWK
5.5'
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
WV
49 MH
FOR DETAIL A
SEE SHT CR68301
SWK
SIGN
DRWY
PP
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
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
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
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 1
1 1
1 Redlands Regular Meeting of 07-19-22 259 of 974
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REV. DATE APP. 5-18-2018 BY
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CHECKED BY
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DATE
CONTRACT NO.
REVISION SHEET NO.
DRAWING NO.
SCALE
8/7/2019 2:10:30 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
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
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
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
0.5'R
EX CITY R/W
EX CITY R/W
EX CITY R/W
EX SBCTA R/W
EX SBCTA 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
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
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 07-19-22 260 of 974
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CHECKED BY
APPROVED BY
DATE
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REVISION SHEET NO.
DRAWING NO.
SCALE
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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 SBCTA R/W
EX SBCTA R/W
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 07-19-22 261 of 974
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DATE
CONTRACT NO.
REVISION SHEET NO.
DRAWING NO.
SCALE
8/7/2019 2:51:46 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
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
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
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 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 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 07-19-22 262 of 974
Asph.
W
T
MH
110 111 112 113 114 115
REV. DATE APP. 5-18-2018 BY
SUB.
DESIGNED BY
DRAWN BY
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
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
NTS
R/W CL
EX
6' 12' 2' 31'
16 3
4 5
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
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 07-19-22 263 of 974
Redlands Regular Meeting of 07-19-22 264 of 974
Redlands Regular Meeting of 07-19-22 265 of 974
Redlands Regular Meeting of 07-19-22 266 of 974
F
Obscured
Obscured
Obscured
Obscured
Obscured
Obscured
Obscured
Asph.
Asph.
Conc
W
T
T
REV. DATE APP. 5-18-2018 BY
SUB.
DESIGNED BY
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
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
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
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 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
B
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 07-19-22 267 of 974
F
R R
R R
H
H
H H
A
sph.
A
sph.
A
sph.
Conc
Conc
C
onc
STOP STOP
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.
DESIGNED BY
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
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
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
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 CITY R/W
EX CITY R/W
EX CITY R/W
EX SBCTA 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
FH
EX SBCTA R/W
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
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
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
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 07-19-22 268 of 974
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Conc
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STOP
POTS
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REV. DATE APP. 5-18-2018 BY
SUB.
DESIGNED BY
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