Agenda packet — Mayor and City Council, November 16, 2022 (part 4 of 6)

2 The estimated revised contract cost is as follows:

Original Bid Amount .....................................................................................$238,780.00 Increase due to CCO#1 – Additional Slurry Seal ..........................................$219,000.00 Revised Contract Amount...........................................................................$457,780.00

TRYCO GENERAL ENGINEERING CITY OF SAN BERNARDINO

DEPARTMENT OF PUBLIC WORKS
Accepted Approved:

By: By:

Alex Qishta
Title: Deputy Director of Public Works / City
Engineer
Date: Date:

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CONSENT CALENDAR
City of San Bernardino
Request for Council Action
Date: November 16, 2022
To: Honorable Mayor and City Council Members
From: Robert D. Field, City Manager;
Daniel Hernandez, Agency Director of Public Works,
Operations, and Maintenance
Department: Public Works
Subject: Maintenance Agreement with Southern California Regional Rail Authority (SCRRA) and Amendment No.
1 to Agreement with San Bernardino County
Transportation Agency (SBCTA) and Omni
Transportation (Omnitrans) (All Wards)
Recommendation:

It is recommended that the Mayor and City Council of the City of San Bernardino, California:

1. Approve the Maintenance Agreement for At-Grade Crossings with the Southern California Regional Rail Authority (SCRRA); authorize the City Manager to execute said Agreement; and

2. Approve Amendment No. 1 to Agreement No. 17-1001666 between the City of San Bernardino, San Bernardino County Transportation Agency (SBCTA) and Omni Transportation (Omnitrans) for the operation and maintenance of the San Bernardino Transit Center, authorize the City Manager to execute said Amendment No.1
Background
The Redlands Passenger Rail Project is an innovative nine-mile regional rail project that provides additional transportation choices through the introduction of a new rail service, known as the Arrow, which integrates conveniently with other modes of transportation such as auto, bus, and bicycle.

The Arrow will connect San Bernardino and Redlands and will offer residents, businesses, and visitors a new commuting option to travel to a variety of leisure, education, healthcare, and other destinations.

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Diesel Multiple Units (DMUs) have been identified as the preferred vehicle to provide primary service for the project. The DMUs are powered by an on-board lowemission, clean diesel engine which are smaller, quieter, more efficient, and cheaper to operate than standard locomotive haul coaches, like Metrolink. DMUs work interoperable on the same track as Metrolink and freight train services which allows for all three train services to use the same track in the existing corridor.

In addition to local commuter service, a Metrolink locomotive hauled coach train will also provide round trip express service from Redlands-to-Los Angeles each morning with return trip from Los Angeles-to-Redlands each evening.

On December 5, 2011, the City entered into a Cooperative Agreement with SBCTA approving Contract C12117 which pertained to planning, design, construction, operation and maintenance of the San Bernardino Transit Center.

On March 7, 2018, the San Bernardino County Transportaion Authority (SBCTA), the City of San Bernardino, and Omnitrans entered into cooperative Agreement No.17-1001666 to further define the roles and responsibilities of the parties for the maintenance and security.

Discussion
The Redlands Passenger Rail Project (RPRP) includes four new stations and one reconfigured station, each requiring either a new or amended agreement with the local jurisdiction for maintenance and security. Additionally, a Maintenance Agreement for the At-Grade Crossings with Southern California Regional Rail Authority (SCRRA) is needed to cover the maintenance of all At-Grade Crossing within the City.

Southern California Regional Rail Authority (SCRRA)
The Maintenance Agreement for all At-Grade Crossing within the City of San Bernardino sets fourth responsibility and obligations regarding the operations and maintenance of all At-Grade crossing at several locations within the City of San Bernardino jurisdiction.

Amendment No. 1 to Agreement No. 17-1001666
Operations and Maintenance Agreement No. 17-1001666 sets forth responsibilities and obligations regarding the operations and maintenance of the San Bernardino Transit Center (SBTC). An amendment to the agreement (Amendment No. 1) is required to capture the additional parking and station platform changes by the Redlands Passenger Rail Project (RPRP), and to revise the pro-rata share costs resulting from the new improvements.
2021-2025 Strategic Targets and Goals
This project is consistent with Goal No 1d: Improved Operational & Financial Packet Pg. 722
Capacity. This Agreements will create a framework for spending decisions through the operation and maintenance of infrastructures built for the Redlands Passenger Rail Project.

Fiscal Impact
Overall fiscal impacts are not known at this time. However, the costs incurred by the City of San Bernardino will be evaluated after the execution of Agreement and Amendment No.1 and will be budgeted accordingly.

Conclusion
It is recommended that the Mayor and City Council of the City of San Bernardino, California:

1. Approve the Maintenance Agreement for At-Grade Crossings with the Southern California Regional Rail Authority (SCRRA); authorize the City Manager to execute said Agreement; and

2. Approve Amendment No. 1 to Agreement No. 17-1001666 between the City of San Bernardino, San Bernardino County Transportation Agency (SBCTA) and Omni Transportation (Omnitrans) for the operation and maintenance of the San Bernardino Transit Center, authorize the City Manager to execute said Amendment No.1
Attachments
Attachment 1 Maintenance Agreement for At-Grade Crossings with the Southern California Regional Rail Authority (SCRRA)
Attachment 2 Amendment No. 1 to Agreement No. 17-1001666 Attachment 3 Agreement No. 17-1001666
Ward:

All Wards
Synopsis of Previous Council Actions:

December 5, 2011 The City entered into a Cooperative Agreement with SBCTA approving Contract C12117 regarding the planning and
design, construction, and operation and maintenance of the San Bernardino Transit Center.

March 7, 2018 The San Bernardino Transit Center Agency (SBCTA), the City of San Bernardino, and Omnitrans have entered into
cooperative Agreement No.17-100166 to further define the roles and responsibilities of the parties for the maintenance and security.

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MAINTENANCE AGREEMENT
for

AT-GRADE CROSSINGS

BETWEEN

SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY

AND THE

CITY OF SAN BERNARDINO

COVERING THE

MAINTENANCE
OF ALL
At-Grade Crossings within
SCRRA MILE POST 53.95 to 61.87 – SAN GABRIEL SUBDIVISION IN

CITY OF SAN BERNARDINO,

CALIFORNIA
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1 Maintenance Agreement
for
All At-Grade Crossings within
SCRRA MILE POST 53.95 to 61.87 – SAN GABRIEL SUBDIVISION

CITY OF SAN BERNARDINO,

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 SAN BERNARDINO, a charter 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 600 N. Arrowhead Ave. San Bernardino, CA 92401.

SCRRA and the CITY may be referred to singly as “PARTY” and collectively as “PARTIES.” Packet Pg. 725
2 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 “Member Agencies”).

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 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 (collectively, the “CROSSINGS”):

Crossing Name Mile Post CPUC # DOT #
S. Pepper Avenue 53.95 101SG-53.95 026132K
W. Rialto Avenue 54.54 101SG-54.54 026131D
N. Rancho Avenue 55.24 101SG-55.24 026130W
San Bernardino Station Ped
Crossing (Platform B &C) 56.40 101SG-56.40-D 931558B
Santa Fe Depot Station
Emergency Crossing (West) 56.43 101SG-56.43-D 945411S
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3 Crossing Name Mile Post CPUC # DOT #
Santa Fe Depot Station
Emergency Crossing (East) 56.63 101SG-56.63-D 945413F
W. 2nd Street 56.98 101SG-56.98 027204P
W. Rialto Avenue 57.12 101SG-57.12 027206D
S. G Street 57.41 101SG-57.41 027208S
SBTC Ped Crossing 57.57 101SG-57.57-D 949414M
S. E Street 57.67 101SG-57.67 027210T
Arrowhead Avenue 57.94 101SG-57.94 027212G
S. Sierra Way 58.21 101SG-58.21 027213N
Mill Street 58.70 101SG-58.70 027215C
Central Avenue 59.11 101SG-59.11 027218X
Orange Show Road 59.57 101SG-59.57 027296E
S. Waterman Avenue 59.76 101SG-59.76 027220Y
Tippecanoe Avenue 60.91 101SG-60.91 027226P
Richardson Street 61.33 101SG-61.33 027227W
Mountain View Avenue 61.87 101SG-61.87 027228D
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.

This AGREEMENT will supersede any prior written or oral agreements regarding these CROSSINGS.

As part of the SBCTA led Redlands Passenger Rail Project (RPRP) and First Mile Project, 14 of the aforementioned CROSSINGS (W. 2nd Street, MP 56.98 – Mountain View Ave, MP 61.87) on the San Gabriel Subdivision 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 Guidelines and Procedures, Exhibit “D-5”.

The Notice of Intent to Create a New Quiet Zone for the below crossings was issued by the CITY on July 27th, 2016 (Exhibit “C-1”) as part of the First Mile Project. The Notice of New Quiet Zone Establishment was issued by the CITY on November 28, 2017 with Notice that the Quiet Packet Pg. 727
4 Zone would be effective January 15, 2018 (Exhibit “C-2”) and was further amended by the CITY on January 25, 2018 (Exhibit “C-3”).

Crossing Name Mile Post
W. 2nd Street 56.98
W. Rialto Avenue 57.12
S. G Street 57.41
SBTC Ped Crossing 57.57
In addition to the above crossings, a Notice of Intent to Create a New Quiet Zone for the below crossings was issued by the CITY on August 24th, 2020 (Exhibit “C-4”) as part of the RPRP. At a future date the PARTIES agree that the AGREEMENT will be amended to include the Notice of New Quiet Zone Establishment.

Crossing Name Mile Post
S. E Street 57.67
Arrowhead Avenue 57.94
S. Sierra Way 58.21
Mill Street 58.70
Central Avenue 59.11
Orange Show Road 59.57
S. Waterman Avenue 59.76
Tippecanoe Avenue 60.91
Richardson Street 61.33
Mountain View Avenue 61.87
The general arrangement, and location of the CROSSINGS are shown on the location print marked as Exhibit B.

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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5 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 RPRP Crossing Plans
Exhibit C-1 First Mile Quiet Zone Notice of Intent
Exhibit C-2 First Mile Quiet Zone Notice of Establishment Exhibit C-3 First Mile Amended Quiet Zone Notice of Establishment Exhibit C-4 Redlands Passenger Rail Quiet Zone Notice of Intent Exhibit D-1 SCRRA Form 6 -Temporary 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.

ARTICLE 3 - MAINTENANCE BY SCRRA

3.1 Pursuant to 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.

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6 3.2 SCRRA shall maintain the railroad crossing automatic warning equipment for the crossing 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 Packet Pg. 730
7 the cost of performing such control or removal.

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 reviews of the CROSSINGS typically occur 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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8 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. A copy of SCRRA’s Form 6, as currently adopted by SCRRA, is included with this AGREEMENT as Exhibit D-1.
b) Furnish and provide the bonds, insurance policies, certificates, binders, endorsements or combinations thereof in accordance with the insurance requirements accompanying SCRRA "Form 6 – Right of Entry Agreement" and as described in Exhibit D-1.

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

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

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

6.5 The CITY may self-insure any portion of the insurance coverage for work performed by Packet Pg. 732
9 the employees of the CITY unless and until SCRRA provides written notice to CITY based on either an unactable material adverse change in the assets available to CITY to satisfy self-insured 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.

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 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 member, member agencies, Packet Pg. 733
10 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.

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 Packet Pg. 734
11 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 all at-grade highway railroad crossings, 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.

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.

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12 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:

Robert D. Field
City Manager
Justin Fornelli, P.E.

Chief, Program Delivery
City of San Bernardino Southern California Regional Rail Authority
290 North “D” Street 2558 Supply Street, Building A
San Bernardino, CA 92401 Pomona, CA 91767
E-mail: [email protected]
Telephone: (909) 384-5138
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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13 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 SAN BERNARDINO

RAIL AUTHORITY
By: ________________________________ By: ______________________________ Darren M. Kettle Robert D. Field
Chief Executive Officer City Manager
Date: ________________________________ Date: ______________________________ APPROVED AS TO FORM: APPROVED AS TO FORM:

By: ______________________________ By: ______________________________ Don O. Del Rio Best Best & Krieger LLP
General Counsel City Attorney
Date: ________________________________ Date: ______________________________ Packet Pg. 737
1 EXHIBIT A
Maintenance Agreement
for At-Grade Crossings within MP 53.95 to 61.87 of
the San Gabriel Subdivision
Standard Terms and Conditions
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EXHIBIT A
To Maintenance Agreement for At-Grade Crossings within MP 53.95 to 61.87 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 for the purpose of conveying electric power or communications incidental to the CITY'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 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. CITY 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 CITY 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's specifications, are approved in writing by the CITY, and will not interfere with the use of the Crossing. d) So far as it lawfully may do so, the CITY 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, which SCRRA shall not unreasonably withhold, prior to the Packet Pg. 739
commencement of work on all such changes or modifications. b) CITY, 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. CITY 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 CITY 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 (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 (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 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, in the performance of any work contemplated by this AGREEMENT or by the failure to do or perform anything for which the CITY 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 at the CITY‘s own expense, or by SCRRA at the expense of the CITY, and to the satisfaction of SCRRA.

SECTION 4 - MAINTENANCE AND REPAIRS
a) SCRRA Obligations - SCRRA will accept, own, and maintain, at its sole cost and expense, the following portions of the PROJECT:

Packet Pg. 740
i. the railroad roadbed, ballast, track and appurtenances; ii. the railroad signal and communication facilities and appurtenances; iii. the railroad maintenance roads on the railroad side of railroad access gates; iv. the railroad drainage structures;
v. and other facilities to which SCRRA accepts title.
b) CITY Obligations. CITY will own and maintain, at its sole cost and expense, the following portions of the PROJECT:
i. the roadway including the roadway approaches and curbs, gutters, sidewalks and appurtenances thereto; ii. the traffic and pre-signal signals and approach lighting; iii. the roadway drainage structures, storm drain laterals, and collecting storm drains; iv. the access roadways necessary to reach RCTC’s right-of-way; the roadway signage and striping; v. the ADA truncated domes and appurtenances for protection or benefit of pedestrians; vi. and all other work constructed by the PROJECT excepting that for which SCRRA is responsible under this AGREEMENT or pursuant to law or regulation.

SECTION 5 - 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 that the work will be performed in a safe manner and in conformity with the following standards:
a) CITY 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 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. CITY shall comply with all applicable federal, state and local laws, regulations and enactments affecting the work. The CITY shall use only such methods as are consistent with safety, both as concerns the Packet Pg. 741
CITY, the CITY’s agents and employees, the officers, agents, employees and property of SCRRA and the public in general.

The CITY (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 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 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 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 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, at its own expense, shall adequately supervise and inspect all work to be performed by the CITY’s 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 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 with any requests or recommendations made by such representatives. If a representative of SCRRA is assigned to the work, the CITY 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 or SCRRA shall be of the opinion that any work of the CITY is being or is about to be done or prosecuted without due regard and precaution for safety and security, the CITY shall immediately suspend the work until suitable, adequate and proper protective measures are adopted and provided. f) Removal of Debris. The CITY 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 at the CITY's own expense or by SCRRA at the expense of the CITY.

The CITY 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. g) Explosives. The CITY shall not discharge any explosives on or in the vicinity of the railroad right-of-way 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-ofPacket Pg. 742 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 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, at its own expense, shall install and maintain adequate shoring and cribbing for all excavation and/or trenching performed by the CITY 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. 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 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.
k) SCRRA Signal and Communication Facilities. SCRRA is not a member of Underground Service Alert of Southern California. The CITY, 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 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 6 - 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) Packet Pg. 743
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 7 - REMEDIES FOR BREACH OR NONUSE
The CITY 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
Packet Pg. 744
EXHIBIT B-1
Maintenance Agreement
for At-Grade Crossings within MP 53.95 to 61.87 of
the San Gabriel Subdivision
Crossing Location Print
Packet Pg. 745

EXHIBIT B
Crossing Location Print
Figure 1: Location Map
Packet Pg. 746
Figure 2: Vicinity Map
Packet Pg. 747
Figure 3: Site Map
Figure 4: Site Map
Packet Pg. 748
EXHIBIT B-2
Maintenance Agreement
for At-Grade Crossings within MP 53.95 to 61.87 of
the San Gabriel Subdivision
RPRP Crossing Plans
Packet Pg. 749
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
ATTACHMENT 2 - 100% FINAL DESIGN EXHIBITS
Packet Pg. 750
110 120
130 140 150 160 170 180 190 200210 220 230 240
250 260 270 280 290
300310
320 330 340 350
360 370 380 390
400
410
420 430 440 450 460 470 480
490 500 510 520 530 540 550 560
N

INTERSTATE
10 INTERSTATE
215

INTERSTATE
210
MP 66.48

N UNIVERSITY ST
MP 65.88
9TH ST
MP 66.07

CHURCH ST
MP 65.76
7TH ST
MP 65.57

ORANGE ST
MP 65.07

TEXAS ST
MP 65.70
6TH ST
MP 65.36

N EUREKA ST
MP 64.55

TENNESSEE ST
MP 63.50

NEVADA ST
MP 63.00

CALIFORNIA ST
MP 61.87
MP 61.33 MOUNTAIN VIEW AVE

RICHARDSON ST
MP 64.02

ALABAMA ST
MP 62.50

BRYN MAWR AVE

SAN BERNARDINOCITY OF CITY OF REDLANDS
FC
PC
PC
FC
FC
CR00001
NTS

CIVIL PLAN KEY MAP
FC
MP 57.94

S ARROWHEAD AVE
MP 58.70

E MILL ST
MP 59.57

E ORANGE SHOW ROAD
MP 60.91

FACILITY

KISS AND RIDE

S TIPPECANOE
LEGEND

PCFC PROPOSED HIGHWAY/RAIL GRADE CROSSING FULL CLOSURE

PROPOSED HIGHWAY/RAIL GRADE CROSSING PARTIAL CLOSURE
CR91501CR91301CR91201CR91101
CR82101
CR20501CR20401CR20301CR20201CR20102CR20101
CR24501CR24401CR24301CR24201CR24102CR24101
CR30502CR30501CR30401CR30301CR30202CR30201CR30102CR30101 CR68502CR68501CR68401CR68301CR68201CR68102CR68101
CR83502CR83501CR83401CR83301CR83201CR83102CR83101
CR88501CR88401CR88301CR88201CR88102CR88101
CR90501CR90401CR90301CR90201CR90102CR90101
CR93501CR93401CR93301CR93201CR93102CR93101
CR42102
CR13201CR13101
CR21202CR21201CR21101
CR12501CR12401CR12301CR12201CR12102CR12101
CR98501CR98401CR98301CR98202CR98201CR98102
CR33101 CR98101
MP 57.68
S E ST
MP 57.74

S STODDARD AVE
MP 57.82
S D ST
MP 58.00

S PERSHING AVE
MP 58.21

S SIERRA WAY
MP 59.76

S WATERMAN AVE
MP 60.91

S TIPPECANOE AVE
MP 64.20

W COLTON AVE
MP 64.88

W STUART AVE
CR73502CR73501CR73401CR73201CR73102CR73101
CR74501CR74401CR74201CR74102CR74101
CR10201CR10101
CR28502CR28501CR28401CR28201CR28102CR28101
MP 64.82

FACILITY

KISS AND RIDE

NEW YORK STATION
(MP 1.02)

57.75 MP
102+75
(MP 1.27)

58.00 MP
115+95
(MP 2.27)

59.00 MP
168+75
(MP
6 3
0 .27)
.00
MP
221+55
(MP 4.27)

61.00 MP
274+35
MP 59.11

E CENTRAL AVE
MP 60.22

RIVER TRAIL

SANTA ANA
(MP 5.27)

62.00 MP
327+15
(MP 6.27)

63.00 MP
379+95
(MP 7.27
64 )
.00
MP
432+75
(MP 8.27)

65.00 MP
485+55
(MP 9.27)

66.00 MP
538+35
100
CR11502CR11501CR11202CR11201CR11102CR11101
CR38101
MP 58.78 & MP 58.81

MAINTENANCE ACCESS

FLOOD CONTROL
MP 60.64

DRIVEWAY

EAST COOLEY AVE
CR42502CR42501CR42401CR42301CR42201CR42103CR42102CR42101 CR78501CR78401CR78301CR78201CR78102CR78101
CR79101
CR80502CR80501CR80101
CR58101
CR09501CR09401CR09301CR09102CR09101
CR15502CR15501CR15402CR15401CR15301CR15202CR15201CR15102CR15101 CR46501CR46401CR46301CR46201CR46102CR46101
CR51501CR51402CR51401CR51102CR51101
CD63501CR63401CR63301CR63201CR63103CR63102CR63101
CR89502CR89501CR89401CR89301CR89201CR89102CR89101
CR86501CR86401CR86301CR86201CR86102CR86101
MP 64.65

WYATT'S PAINT & BODY
REV. DATE APP. 5-18-2018 BY SUB.

DESIGNED BYDRAWN BYCHECKED BYAPPROVED BYDATE
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 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
319 OF 2425
   
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REV. DATE APP. 5-18-2018 BY SUB.

DESIGNED BYDRAWN BYCHECKED BYAPPROVED BYDATE
CONTRACT NO.

REVISION SHEET NO.

DRAWING NO.

SCALE
8/23/2018 12:01:11PM
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C:\Program Files (x86)\Com m on Files\InterPlot\IPLOT\bin\iplotdrvm .plt \\OMAP-INPICS01\ICSforPDF\2515\883953_3\26495-06-CR09101.DGN OMAP-INPICS02$

ESSI AL
ER E

NE IG N

ER G SI

D RET E
T TA E
S

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

H
H
UBS
UBS
UBS
BUS
NOYL
NOYL
ONLY
YEILD
ONLY
BF
pdc
24 24
98 99 100 101
98 99 100 101 554 553 552 551 550 555
N
CONSTRUCTION NOTES: REMOVAL NOTES:

SOUTH E STREET

SOUTH E STREET
20 0 20 40
SCALE: 1"=20'
CR09101
1"=20'

ROADWAY IMPROVEMENT
LAYOUT
50'
> MT-2 > MT-1

EXIST SBCTA R/W

EX CITY R/WEX CITY R/W

EX CITY R/W

PROPOSED EASEMENT

EX CITY R/W

EX CITY R/W EX CITY R/W
> MT-1
> MT-2
S0°24'16"E
SOUTH E STREET - MP 57.68 (0.95)
22'
53'

R/WSBCTA EXIST
SWK
7'

SEE FENCING PLANS

SEE DRAINAGE PLANS (TYP)

SEE FENCING PLANS
SWK
4'
3'

SEE FENCING PLANS
SHEET CR09301SEE DETAIL B

11.5'
SHEET CR09301SEE DETAIL A

LOT PLANSSEE PARKING

SEE PARKING LOT PLANS

EX CITY R/W
08-28-18 ADDENDUM 1 EA CC
No.

REG ISTERED PROFESSIONAL ENG INEER

STATE OF CALIFORNIA CIVIL

CHRISTOPLIS

CHARLES
045570
MH
FH
DOT 027210T, CPUC 101 SG-57.68
STA > SOUTH E STREET = 551+38.10STA > MT-1 = 99+02.29MP 57.68 (0.95) STA > SOUTH E STREET = 551+56.10STA > MT-2 = 99+02.53MP 57.68 (0.95) LPL

VAULTWATER PB
PAD = 1024.4'14'x10'
(SBTC)

SAN BERNARDINO TRANSIT CENTER
CB
MH
MH
SIGN
PB
PB
TREE
PB
SEE ELEC PLANSSTA 551+00
PB
1 23
15 20

ADJUST TO GRADE, ITEM PER PLANSAWCUT EXISTING PAVEMENTPROTECT IN PLACE 3 20
1 20
2 20
1 4 REMOVE EXISTING CURB & GUTTER5 REMOVE EXISTING SIDEWALK 10 REMOVE EXISTING RAILROAD SIGNAL
5 2
5 5
3 2
1 1
1 1
1 10
10 10
10 4 15
SWK
SWK
49 LPL
20 JOIN EXISTBEG SWK34.20' RTSTA 551+81.72
JOIN EXISTEND SWK34.30' RTSTA 551+12.24
18 18 REMOVE EXISTING RAIL EQUIPMENT PER SIGNAL PLANS
1 1
49 INSTALL SIGNAL HOUSE
1 1
4 4
43 43
BERNARDINO STD PLAN NO. 200CONSTRUCT 8" HIGH TYPE B CURB AND GUTTER PER CITY OF SAN NO. 202, WIDTH PER PLANCONSTRUCT 4" PCC SIDEWALK PER CITY OF SAN BERNARDINO STD PLAN (LED)INSTALL STREET LIGHT PER CITY OF SAN BERNARDINO STD PLAN SL-1 1 1

DISPOSITION PLANSSEE UTILITY DETECTOR CHECK
1 C&G
5 20
23 23 C/L DWY, W=34'
STA 552+40.29
JOIN EXISTEXIST SIDEWALKSAWCUT & REMOVE BEG C&G, SWK.43.00' LTSTA 552+68.56 END C&G43.00' LTSTA 552+17.79
1 3
5 25 REMOVE EXISTING PCC PAVEMENT
PLAN NO. 204, WIDTH PER PLANCONSTRUCT COMMERCIAL DRIVEWAY PER CITY OF SAN BERNARDINO STD 25 1 REMOVE EXISTING AC PAVEMENT
1 1
PB
2 5 20
3 VAULT
JOIN EXISTEND C&G43.00' LTSTA 551+04.00
3 2
SEE SIGNAL PLANS (TYP)ELEV PER SHEET CR09102PROP PB (TYP) 3 20 5
20 CURB
1 5
PER SHEET CR00006CONSTRUCT FULL AC PAVEMENT SECTION, DEPTHS OF AC AND AB CONCRETE OVERLAYCOLD MILL 0.12' EXISTING PAVEMENT AND CONSTRUCT 0.12' ASPHALT 5 3 4 4
6 REMOVE EXISTING DRIVEWAY
6 1
1 CURB
1 C&G
1 1
1 25
1 1
331 OF 2425
   
 Packet Pg. 752
REV. DATE APP. 5-18-2018 BY SUB.

DESIGNED BYDRAWN BYCHECKED BYAPPROVED BYDATE
CONTRACT NO.

REVISION SHEET NO.

DRAWING NO.

SCALE
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ESSI AL
ER E

NE IG N

ER G SI

D RET E
T TA E
S

OF CALIFORNIA
Exp. 12/31/19
GN SO
HENG
SNIAJ J. KUO
J. BROWN
R R
R R
R R
R R
W
W
W
W
P
553 552 551
98+50 99+00 99+50 100+00
98+50 99+00 99+50 100+00
STOP
1"=10'

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

SOUTH E STREET

GRADE CROSSING LAYOUT

1. ES4011 AND ES4012, WHICHEVER IS APPLICABLE.SHALL COMPLY WITH SCRRA ENGINEERING STANDARDSPEDESTRIAN FACILITIES AT VEHICLE CROSSINGS NOTE:

CR09401SEE SHT
CR09401
CR09401 SEE SHTSEE SHT
CR09401SEE SHT

EX SBCTA R/W

EX CITY R/W

EX SBCTA R/W

PROP EASEMENT
15' 15'
15'
15'
15' 15'

4.20' LTSTA 551+71.10

47.53' LTSTA 551+71.10

4.00' LT
STA 551+23.11

38.50' RT
STA 551+23.11

EX CITY R/W

EX CITY R/W
7'
43' 34'

4.5' 4.5'

4.5'
SOUTH E STREET - MP 57.68 (0.95)
CR09102
ELEV = 1024.4'PROP PB LID
50 50
50 50
50 50
48 48
3434
34 34
48 50
34 EXIST CURB EXIST CURB
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 MP 57.68 (0.95)STA > MT-1 = 99+02.29STA > SOUTH E STREET = 551+38.10 MP 57.68 (0.95)STA > MT-2 = 99+02.53STA > SOUTH E STREET = 551+56.10 ELEV = 1023.3'PROP PB LID

LOT PLANSSEE PARKING
332 OF 2425
   
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REV. DATE APP. 5-18-2018 BY SUB.

DESIGNED BYDRAWN BYCHECKED BYAPPROVED BYDATE
CONTRACT NO.

REVISION SHEET NO.

DRAWING NO.

SCALE
5/24/2018 10:16:04 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_4087\26495-06-CR09301.DGN OMAP-INPICS02$

ESSI AL
ER E

NE IG N

ER G SI

D RET E
T TA E
S

OF CALIFORNIA
Exp. 12/31/19
GN SO
HENG
SNIAJ J. KUO
J. BROWN
P
W
STOP
1"=10'

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

SOUTH E STREET

CONSTRUCTION DETAILS

EX CITY R/W
SOUTH E STREET - MP 57.68 (0.95)
CR09301

1. SEE ROADWAY LAYOUT SHEET FOR STATIONING.

NOTE:
15 DETAIL B
SCALE: 1" = 10'
20 15 CONSTRUCT 8" HIGH TYPE B CURB AND GUTTER PER CITY OF SAN BERNARDINO STD PLAN NO. 200 20 CONSTRUCT 4" PCC SIDEWALK PER CITY OF SAN BERNARDINO STD PLAN NO. 202, WIDTH PER PLAN 23 CONSTRUCT COMMERCIAL DRIVEWAY PER CITY OF SAN BERNARDINO STD PLAN NO. 204, WIDTH PER PLAN 23 > DWY, W=34'
STA 552+40.29 1022.89 FS 52.50' LT STA 552+57.29
1023.67 FS52.50' LTSTA 552+23.29
1023.79 FS56.50' LTSTA 552+20.99

SEE PARKING LOT PLANS
8" CF1022.79 TC43.00' LTSTA 552+62.79
1023.72 BW50.00' LT552+17.22
20 JOIN EXISTING(1023.58 TC)END C&G43.00' LTSTA 552+17.79 JOIN EXISTING(1022.64 TC)BEG C&G, SWK43.00' LTSTA 552+68.56 20 JOIN EXIST(1022.77 BW)52.00' LTSTA 552+68.56
1022.93 BW52.00' LTSTA 552+62.21

DETAIL A
SCALE: 1" = 10'

VAULTSCE
1 PB
5 REMOVE EXISTING SIDEWALK
4 3
4 REMOVE EXISTING CURB & GUTTER

PLANSDISPOSITION SEE UTILITY SCE AIR VENT
5 SEE PARKING LOT PLANS
3'
SWK
9'
3'
SWK
7'
SWK
9'
SWK
7'
2 20
15 20
40 INSTALL ADA DETECTABLE WARNING SURFACE (RAISED TRUNCATED DOME), DIMENSIONS PER PLAN CONSTRUCTION NOTES:
1 23

ADJUST TO GRADE, ITEM PER PLAN SAWCUT EXISTING PAVEMENT CONSTRUCTION REMOVAL NOTES:

CURVE DATA
2 1 10.00' 10.02' 15.73'

3.00' 3.01' 4.72'
R T L
40 5' X 3'
40 5' X 3'
4 3

SOUTH E STREET
5 1 2
JOIN EXISTING1022.37 BW41.01' RTSTA 552+94.881022.46 BW41.01' RTSTA 552+91.391022.75 BW49.25' RTSTA 552+91.371022.25 FL0" CF44.25' RTSTA 552+84.88 JOIN EXISTING(1022.24 TC)8" CFBEG C&G, SWK34.20' RTSTA 552+94.88 JOIN EXISTING(1022.72 TC)8" CFEND C&G34.19' RTSTA 552+66.90 JOIN EXISTING1023.26 BW43.20' RTSTA 552+50.09
7'
1022.81 TC37.19' RTSTA 552+69.89
1022.75 TC6" CF49.23' RTSTA 552+84.87
15 JOIN EXISTING1023.04 BW43.23' RTSTA 552+63.391023.07 BW49.20' RTSTA 552+63.371022.54 FL0" CF44.21' RTSTA 552+69.881023.04 TC6" CF49.20' RTSTA 552+69.87 6 REMOVE EXISTING DRIVEWAY
6 1
5'
LPL
1023.07 BW56.50' LTSTA 552+59.60
5 5 CONSTRUCT FULL AC PAVEMENT SECTION, DEPTHS OF AC AND AB PER SHEET CR00006

PROTECT IN PLACE
333 OF 2425
   
 Packet Pg. 754
REV. DATE APP. 5-18-2018 BY SUB.

DESIGNED BYDRAWN BYCHECKED BYAPPROVED BYDATE
CONTRACT NO.

REVISION SHEET NO.

DRAWING NO.

SCALE
8/23/2018 12:02:36 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_28\26495-06-CR09401.DGN OMAP-INPICS02$

ESSI AL
ER E

NE IG N

ER G SI

D RET E
T TA E
S

OF CALIFORNIA
Exp. 12/31/19
GN SO
HENG
SNIAJ J. KUO
J. BROWN
R R
98+50 98+75
98+50 98+75
R R
BF
pdc
99+50 99+75
99+50 99+75
N
> MT-2 > MT-1
1"=10'
CR09401

ROADWAY IMPROVEMENT
5 0 5 10
SCALE: 1"=5'-0"
CONSTRUCTION NOTES:
3'
3'
10'

5.64'

5.53' 5.52'

14.35'

40.11'
1024.42 BW

43.00' LT
STA 551+66.15
L=5'

56.50' LT
STA 551+23.11
1024.27 BW64.00' LT
STA 551+28.02
3'X3'

WEST SIDE

EAST SIDE

SOUTH E STREET

EX SBCTA R/W

EX CITY R/W

EX CITY R/W
39 41
38 40
41 41
39 40
40 38
39 40
41 > MT-2 > MT-1
3'X3'
5'

4.95'
1'

2.5'
45°
40 3'X3'
40 39
L=5'

56.50' RT STA 551+71.11
38 4'
8'
8'
6'X3'
6'X3'
1024.48 BW

59.00' LT
STA 551+14.11
1026.48 BW

59.00' LT
STA 550+78.00

11.5'
1024.23 BW

64.00' LT
STA 551+66.09
1024.41 BW

64.00' LT
STA 551+76.11
L=6'

48.50' RT
STA 551+23.07
7'X3'
1025.32 BW

55.00' RT
STA 551+66.19
1025.27 BW

55.00' RT
STA 551+71.71
1025.37 FS

55.00' RT
STA 551+28.07
1025.37 BW55.00' RT
STA 551+22.54

6.5'
10'

4.5' 9' 7.5'

4.5'

7.5'
41 40
40 40
39 40
41 38
INSTALL METAL HAND RAILING PER SCRRA ENGINEERING STD ES4005

PROP EASEMENT
SOUTH E STREET - MP 57.68 (0.95)

GRADE CROSSING DETAILS
6'
2'
0" CF
1024.46 TC

43.00' LT
STA 551+28.03

JOIN EXIST
(1025.48 TC)

43.00' LT
STA 551+04.00
1024.60 FS

49.00' LT
STA 551+14.12
1026.48 BW

59.00' LT
STA 550+83.00

JOIN EXIST
(1026.42 FS)

49.85' LT
STA 550+78.00

JOIN EXIST
(1026.23 FS)

49.72' LT
STA 550+83.00
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), 4'
5'
1024.41 FS49.00' LT
STA 551+28.03

JOIN EXIST
(1025.61 FS)

47.50' LT
STA 551+04.00

13.92'

GRADE BREAK LINE (TYP)

31.11'
10' 1.5'

36.11'

36.06'
1024.48 BW

64.00' LT
STA 551+14.11

5.2%
5'
1024.33 BW

50.00' LT STA 551+90.09

FOR PROPOSED WALKWAY

SEE PARKING LOT PLANS
8" CF
1025.41 TC

43.00' LT
STA 551+08.70

JOIN EXIST
(1025.24 BW)

69.35' RT
STA 551+71.71

JOIN EXIST
(1026.18 BW)

77.00' RT
STA 551+22.34

JOIN EXIST
(1026.28 BW)

76.90' RT
STA 551+11.84
1025.13 FS

END SWK

34.20' RT
STA 551+66.20

10.5'
1025.55 BW

53.65' RT
STA 551+12.06
7'X3'
3'X3'

6.4%
41 37.6'
10'
22'

24.34'
1023.65 BW

55.00' RT
STA 552+24.88
38 L=6'

48.50' RT
STA 551+71.09
1025.17 BW

55.00' RT
STA 551+81.72

JOIN EXIST
(1024.81 BW)

79.37' RT
STA 552+34.88

JOIN EXIST
(1025.10 BW)

69.36' RT
STA 551+81.71

JOIN EXIST
(1024.86 BW)

79.34' RT
STA 552+24.89
1023.80 GB

40.00' RT
STA 552+08.58
1025.13 GB

40.00' RT
STA 551+70.98

JOIN EXIST
(1023.53 BW)

43.17' RT
STA 552+34.88
10'
1026.05 BW

53.57' RT
STA 551+04.06
1025.49 BW

39.65' RT
STA 551+12.19
1025.92 BW

39.57' RT
STA 551+04.19

JOIN EXIST
(1025.60 FS)

34.30' RT
STA 551+12.24

JOIN EXIST
(1025.18 FS)

34.30' RT
STA 551+28.06
1 08-28-18 ADDENDUM 1 EA CC
1 1
1 1
1 LAYOUT PER PLAN AND AS MODIFIED BY NOTE 3.INSTALL PEDESTRIAN SWING GATE PER SCRRA ENGINEERING STD ES4002,

3.2.1. 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 NOTES:
1 1
No.

REG ISTERED PROFESSIONAL ENG INEER

STATE OF CALIFORNIA CIVIL

CHRISTOPLIS

CHARLES
045570
334 OF 2425
   
 Packet Pg. 755
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 HOUR

PARKING
335 OF 2425
   
 Packet Pg. 756
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

CONDUCTOR SCHEDULE POLE AND EQUIPMENT SCHEDULE
2289 OF 2425
   
 Packet Pg. 757
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

POLE LOCATION DETAIL

PROPOSED PHASE DIAGRAM

NB SOUTH E STREET QUEUE CUTTER

DETECTOR ASSIGNMENT

NB SOUTH E STREET QUEUE CUTTER

DETECTOR ASSIGNMENT

E STREET & RIALTO AVENUE
2290 OF 2425
   
 Packet Pg. 758
REV. DATE APP. 5-18-2018 BY SUB.

DESIGNED BYDRAWN BYCHECKED BYAPPROVED BYDATE
CONTRACT NO.

REVISION SHEET NO.

DRAWING NO.

SCALE
8/23/2018 12:01:26 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_11\26495-06-CR12101.DGN OMAP-INPICS02$

ESSI AL
ER E

NE IG N

ER G SI

D RET E
T TA E
S

OF CALIFORNIA
Exp. 12/31/19
GN SO
HENG
SNIAJ J. KUO
J. BROWN
W
W
W
W
T
T
W
W
P
T
W
W W
FDC

R R R R
R R
R R
H
STOP
40 40
H
Asph
Asph.

Asph.

FH
FH
FH
112 113 114
8 9 10 11 12 13
N
CONSTRUCTION NOTES:
20 0 20 40
SCALE: 1"=20'
SOUTH

ARROWHEAD
AVENUE
SOUTH

ARROWHEAD
AVENUE

W HILDA ST
5'
5'
9'
> MT
9'
32' 32'
1"=20'
CR12101

ROADWAY IMPROVEMENT
32' 32'
SWK
7'
SWK
7'

0.5'R

0.5'R
No.

CURVE DATA
T
L

4.50 N/A 14.14 4.50 180°00'00" 14.14
180°00'00"
N/A
1 2
1 2
LAYOUT

EX CITY R/W
50'

EX SBCTA R/W

EX SBCTA R/W
50'

EX CITY R/W

EX CITY R/W
(41.25' R/W) (41.25' R/W)
(41.25'R/W) (41.25'R/W)

PROP EASEMENT
REMOVAL NOTES:

PROP TCE

EASEMENTPROP

PROP TCE

EX CITY R/W

PROP EASEMENT
SEE SIGNAL PLANS FOR DET (TYP)ELEV PER SHEET CR12102PROP PB (TYP) (TYP)PLANS FOR DETSEE FENCING
S. ARROWHEAD AVENUE - MP 57.94 (1.21)

FOR DISPOSITIONSEE UTIL PLANS VENT

R/WSBCTAEX

BY OWNERTO BE REMOVEDEXISTING BILLBOARD
6'

20.5'

31.7'
SWK
7'
1 PLANS FOR DETAILSEE DRAINAGE
08-28-18 ADDENDUM 1 EA
1 1 CC
1 No.

REG ISTERED PROFESSIONAL ENG INEER

STATE OF CALIFORNIA CIVIL

CHRISTOPLIS

CHARLES
045570
PERSHING AVE (CUL-DE-SAC)SEE SHEET CR13101 FOR
WV
WV

VALVEGAS
WV
FENCE
FENCE
MHTEL
TREE
MP 57.94 (1.21)STA > MT = 112+63.74STA > ARROWHEAD AVENUE = 9+82.50 SIGN
PB
DRWYEX
DRWYEX
PP
PP
SEE ELEC PLANSSTA 8+83
FDC

RESET GUYPP
WV
WV
FH
FH

INLETGRATE
DOT 027212G, CPUC 101 SG-57.94
PAD = 1014.8'10'x8'
WV
WALL
TREE
WM
GAS
MHSS
PIV
SEE SHT CR12301DETAIL A
SEE SHT CR12301DETAIL B
VACAIR
PP

REMOVE EXISTING SIDEWALKREMOVE EXISTING CURB & GUTTERREMOVE EXISTING AC PAVEMENT

4.5' LT8+69.50 BC

4.5' RT8+69.50 EC
3 SAWCUT EXISTING PAVEMENT
1315
20 45
23 2 ADJUST TO GRADE, ITEM PER PLAN
1 PROTECT IN PLACE
10 1
1 15
4 3
1 20
20 20
13 5
3 10
5 4
2 20
15 15
1 13
5 2
2 2 2
1 1
1 3
10 10
15 1
1 1
3 2
6 5
5 20
4 15
4 15
10 5
15 23
6 23
4 5
47 49

4.5' LT11+00.50 BC

4.5' RT11+00.50 EC
1 45
6 10
1 6
2 1
1 3
SEE ELEC PLANSSTA 10+30 JOIN EXIST
END C&G, SWK & PVMTSTA 11+10.00, 32.00' RT
JOIN EXISTEND C&G, SWK & PVMTSTA 11+10.00, 32.00' LT
SEE ELEC PLANSSTA 9+52
W = 18
> DRWY
STA 8+54
3 4
5 3
MODIFIED> DRWY, W = 18'STA 10+31

CASE II

CASE II
3 1
1 5
5 END MED9+72.50 BEG MED
9+92.50

REMOVE EXISTING DRIVEWAY
43 9
43 9 REMOVE AND SALVAGE EXISTING STREET LIGHT
43 9
11 11 REMOVE EXISTING TREE
7 15
7 REMOVE CROSS GUTTER
11 9 43
47 RELOCATE FIRE HYDRANT PER UTILITY PLANS49 INSTALL SIGNAL HOUSE 11 11
1 1
6 4 15
11 10
1 4
2 2
2 15
2 2
2 2
5 69 INSTALL CURB DRAIN PER SPPWC STD PLAN NO.150-3, CASE PER PLAN 69 69
28 REMOVE EXISTING DRAINAGE PIPE
28 JOIN EXISTBEG C&G, SWK & PVMTSTA 8+15.00, 32.00' LT
JOIN EXISTBEG C&G, SWK & PVMTSTA 8+15.00, 32.00' RT 2
3 REMOVE EXISTING CURB
CONSTRUCT FULL AC PAVEMENT SECTION, DEPTHS OF AC AND AB PER SHEET CR00006 CONSTRUCT 8" HIGH TYPE A CURB PER CITY OF SAN BERNARDINO STD PLAN NO. 200CONSTRUCT 8" HIGH TYPE B CURB AND GUTTER PER CITY OF SAN BERNARDINO STD PLAN NO. 200CONSTRUCT 4" PCC SIDEWALK PER CITY OF SAN BERNARDINO STD PLAN NO. 202, WIDTH PER PLANCONSTRUCT COMMERCIAL DRIVEWAY PER CITY OF SAN BERNARDINO STD PLAN NO. 204, WIDTH PER PLANINSTALL STREET LIGHT PER CITY OF SAN BERNARDINO STD PLAN SL-1 (LED)95% COMPACTED NATIVE MATERIAL CONSTRUCT STAMPED CONCRETE MEDIAN PAVEMENT, 4" PCC OVER 4" SAND FILL OVER 1 1
2 2
FH
78 INSTALL 12" X 12" CONCRETE INLET BROOKS PRODUCT WITH TRAFFIC RATED GRATE 78 REMOVE EXISTING RAILROAD SIGNALUTILITY DISPOSITION PLANSREMOVE/RELOCATE EXISTING POWER POLE, SEE COLD MILL 0.12' EXISTING PAVEMENT AND CONSTRUCT 0.12' ASPHALT CONCRETE OVERLAY 1 344 OF 2425
   
 Packet Pg. 759
REV. DATE APP. 5-18-2018 BY SUB.

DESIGNED BYDRAWN BYCHECKED BYAPPROVED BYDATE
CONTRACT NO.

REVISION SHEET NO.

DRAWING NO.

SCALE
5/24/2018 10:18:01AM
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_16\26495-06-CR12102.DGN OMAP-INPICS01$

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
R R
R R
H
STOP
40 40
H
W
W
W
ad
Ave.

T
T
W
W
ATT MH
ATT MH
W
W W
FDC
9 10
112+00 112+50 113+00 113+50 FH FH FH
1"=10'
CR12102

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

GRADE CROSSING LAYOUT
NOTES:

CONSTRUCTION NOTES:

1. ES4011 AND ES4012, WHICHEVER IS APPLICABLE.SHALL COMPLY WITH SCRRA ENGINEERING STANDARDSPEDESTRIAN FACILITIES AT VEHICLE CROSSINGS 9'
9'
> MT
> MT
15'
15'
15'
15'
15'
15'
7'SWK
7'SWK
34 34
34 34
34 50
50 50
50 50
48 48

EX CITY R/W

EX SBCTA R/W

EX CITY R/W

EX SBCTA R/W

EX CITY R/W
MP 57.94 (1.21)STA > MT = 112+63.74STA > ARROWHEAD AVENUE = 9+82.50 SOUTH ARROWHEAD AVENUE

SOUTH ARROWHEAD AVENUE
CR12401SEE SHT
CR12401SEE SHT
CR12401SEE SHT
CR12401SEE SHT

36.50' RTSTA 9+67.50

0.00' LTSTA 9+67.50

0.00' LTSTA 9+97.50

36.50' LTSTA 9+97.50

PROP EASEMENT

EASEMENTPROP

PROP TCE

PROP EASEMENT
9'
SWK

PROP TCE

4.5' 4.5'

4.5'4.5'

4.5'

PROP TCE

EX CITY R/W
ELEV = 1016.0'PROP PB LID
ELEV = 1014.9'PROP PB LID
ELEV = 1016.8'PROP PB LID
ELEV = 1016.8'PROP PB LID
SEE NOTE 2

2. UTILITY LINE.PROTECT UTILITY - HAND DIG OR POTHOLE EXISTING PER SCRRA ENGINEERING STD ES4201CONSTRUCT ASPHALT CONCRETE PAVEMENT AND RAMP ENGINEERING STD ES4201, LAYOUT PER TRACK PLANSINSTALL PRECAST CONCRETE PANELS PER SCRRA PER SCRRA ENGINEERING STD ES8300INSTALL CPUC STD NO. 9 ACTIVE WARNING DEVICE S. ARROWHEAD AVENUE - MP 57.94 (1.21)

27.5' 27.5'

27.5' 27.5' 6' SWK
345 OF 2425
   
 Packet Pg. 760
REV. DATE APP. 5-18-2018 BY SUB.

DESIGNED BYDRAWN BYCHECKED BYAPPROVED BYDATE
CONTRACT NO.

REVISION SHEET NO.

DRAWING NO.

SCALE
5/24/2018 10:18:04 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_19\26495-06-CR12201.DGN OMAP-INPICS01$

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
(-0.54%)
112+63.74 (MT)
1016.48 TR
(-0.64%)
0" CF
0" CF
9+72.50 GB
1016.47 TC
9+92.50 GB
1016.47 TC
11+10.00 GB

0.00% -0.98% (-0.61%)

JOIN EXIST

JOIN EXIST
CL1020 CL1010 RT1020
10+00 11+00
EXISTING GRADE AT RECORD >
PROPOSED GRADE AT RECORD >
7+00 8+00 9+00
LT1015 RM1015 RM1020 LM1020 LM1015
8+15.00 BVC
1014.25 TC
8+75.00 PRVC
1015.12 TC
1016.15 TC
9+45.00 EVC
1016.75 TC
(0.68%)
(0.89%)

2.01%
1016.86 TC
10+11.83 GB
8" CF
9+53.17 GB
1016.84 TC

1.11 -1.88%
%
8" CF
1016.50 TC
9+27.50
9+10.00
8+92.50
1015.69 TC
8+45.00
1014.63 TC
8+60.00
1013.95 TC
8+30.00
9+82.50 9+82.50
112+95.74 (MT)
1016.47 TR
8+30.00
1014.21 TC
8+45.00
1014.61 TC
8+60.00
1015.10 TC
8+75.00 PRVC
1015.68 TC
8+92.50
1016.15 TC
9+10.00
1016.15 TC
9+10.00
1016.51 TC
9+27.50
1016.76 TC
9+45.00 EVC
9+53.17 GB
9+72.50 GB
9+82.50
9+92.50 GB
10+11.83 GB

1.11% -1.90% 0.00%
G1 = 1.00% G2 = 3.63%
VC = 60'
G1 = 3.63% G2 = 1.11%
VC = 70'
PVI = 1014.01 @ 8+45.00
PVI = 1016.37 @ 9+10.00
0" TO 8"

TRANSITION

CURB HEIGHT

19.33'
8" TO 0"

TRANSITION

CURB HEIGHT

19.33'
8" CF
1016.85 TC
0" CF
1016.49 TC
0" CF
1016.49 TC
1016.49 TR
112+31.74 (MT)
11+10.00 GB

JOIN EXIST
1013.75FS
8+30.00
1014.04FS
8+45.00
1014.41FS
8+60.00
1014.85
8+75.00 PRVC
1015.36FS
8+92.50
1015.77FS
9+10.00
1015.77FS
9+10.00
1016.07FS
9+27.50
1016.26 FS
9+45.00 EVC
1016.48 FS
9+72.50 GB
1016.48 FS
9+92.50 GB
1016.75 FS
10+20.00 BVC
1016.83FS
10+30.00
1016.87FS
10+40.00
1016.87FS
10+40.00
1016.86FS
10+50.00
1016.81 FS
10+60.00 EVC

0.80% 0.00% 1.00%
-0.74%
G1 = 1.20% G2 = 3.22%
VC = 60'
G1 = 3.22% G2 = 0.80%
VC = 70'
G1 = 1.00% G2 = -0.74%
VC = 40'
PVI = 1013.89 @ 8+45.00
PVI = 1015.98 @ 9+10.00 PVI = 1016.95 @ 10+40.00
8+15.00 BVC

JOIN EXIST
11+10.00 GB

JOIN EXIST
G1 = 1.00% G2 = 3.54%
VPI = 1014.05 @ 8+45.00
VC = 60'
G1 = 3.54% G2 = 1.11%
PVI = 1016.36 @ 9+10.00
VC = 70'
8" TO 0"

TRANSITION

CURB HEIGHT

19.33'
0" TO 8"

TRANSITION

CURB HEIGHT

19.33'
(1.07%)
8+65.00 GB
1015.28 TC
8+69.50 BC
1015.46 TC
8+75.00 BVC
1015.97 TC
8+92.50
1016.38 TC
9+10.00
1016.38 TC
9+10.00
1016.70 TC
9+27.50
1016.92 TC
9+45.00 EVC
9+72.50 GB
9+92.50 GB
1017.34 TC
10+10.00 BVC
1017.47 TC
10+30.00
1017.43 TC
10+20.00
1017.47 TC
10+30.00
1017.46 TC
10+40.00
1017.41 TC
10+50.00 EVC
1017.01 TC
11+00.50 BC
11+05.00 GB

1.11%

3.20%

0.84% 1.10%
-0.78%

2.89%
G1 = 1.10% G2 = -0.78%
VC = 40'
PVI = 1017.56 @ 10+30.00
VC = 70'
PVI = 1016.58 @ 9+10.00
G1 = 3.20% G2 = 0.98%
8+65.00 GB
1015.29 TC
8+69.50 EC
1015.47 TC
8+75.00 BVC
1015.97 TC
8+92.50
1016.39 TC
9+10.00
1016.39 TC
9+10.00
1016.70 TC
9+27.50
1016.92 TC
9+45.00 EVC
9+72.50 GB
9+92.50 GB
1017.34 TC
10+10.00 BVC
1017.43 TC
10+20.00
1017.47 TC
10+30.00
1017.47 TC
10+30.00
1017.46 TC
10+40.00
1017.41 TC
10+50.00 EVC
1017.01 TC
11+00.50 EC
11+05.00 GB

1.33%

3.19%

0.84% 1.10%
-0.78%

2.89%
G1 = 3.19% G2 = 0.97%
PVI = 1016.58 @ 9+10.00
VC = 70'
PVI = 1017.56 @ 10+30.00
VC = 40'
G1 = 1.10% G2 = -0.78%
1017.15 TC

4.50' LT
1017.15 TC

4.50' LT
1015.23 TC

0.00' LT
1017.14 TC

0.00' LT
1017.15 TC

4.50' RT
1017.15 TC

4.50' RT
1015.23 TC

0.00' RT
1017.14 TC

0.00' RT
CL1015 RT1015 LT1020
RT1015 RT1020 RM1015 RM1020 CL1010 CL1015 CL1020 LM1015 LM1020 LT1015 LT1020

PROPOSED GRADE AT TOP OF WEST MEDIAN CURB

PROPOSED GRADE AT TOP OF EAST MEDIAN CURB

EXISTING GRADE AT EAST MEDIAN CURB

EXISTING GRADE AT TOP OF WEST CURB

EXISTING GRADE AT TOP OF EAST CURB

PROPOSED GRADE AT TOP OF WEST CURB

PROPOSED GRADE AT TOP OF EAST CURB

EXISTING GRADE AT WEST MEDIAN CURB
10+47.10 GB
1016.46 TC
-1.11% -0.80% 1.91%
8" CF
1016.86 TC
8+15.00 BVC
JOIN EXIST 9" CF
(1012.96 FL)
(1013.71 TC)
1013.91 TC
(1015.96 TC)
(1013.53 FS)
(1016.43 FS)
(1013.75 TC)
(1015.90 TC)
CR12201
HORIZ 1"=20'

ROADWAY IMPROVEMENT
PROFILE VERT 1"=4'
S. ARROWHEAD AVENUE - MP 57.94 (1.21)
346 OF 2425
   
 Packet Pg. 761
REV. DATE APP. 5-18-2018 BY SUB.

DESIGNED BYDRAWN BYCHECKED BYAPPROVED BYDATE
CONTRACT NO.

REVISION SHEET NO.

DRAWING NO.

SCALE
5/24/2018 10:21:01AM
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_15\26495-06-CR12301.DGN OMAP-INPICS01$

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
TO -0.1%
-3.7%
R/W
CL

SOUTH ARROWHEAD AVENUE
R/W
TO -0.1%
-1.4%
R/W
CL

SOUTH ARROWHEAD AVENUE
9'

4.5' 4.5'
32' 32'

41.25' 41.25'

0.25' 2.25'
9'

4.5' 4.5'
32' 32'

41.25' 41.25'

2.25' 2.25'

NORTH OF CROSSINGSOUTH OF CROSSING

9.25'
9'

9.25'
7'

9.25'
7'
MAX
2%
MAX
2%
MAX
2%
MAX
2%
20 20
5 5
15 15
13 13
10 20 20
5 5
15 15
13 13
10 2:1
2:1
2:1
2:1
TO

0.1%
-3.6%
TO

0.1%
-1.5%

IT OCCURS

MEDIAN WHERE

IT OCCURS

MEDIAN WHERE

WALKWAYEX PCC

EX EX

EX EX
NTSNTS
PB
CONSTRUCTION NOTES:

CR12301

ROADWAY IMPROVEMENT
1016.14 BW46.54' LT9+15.31
1015.74 BW51.35' LT9+24.21 EC

TYPICAL SECTION & CONSTRUCTION DETAILS
5 10
15 20
1014.19 FS45.25' LT8+40.87
1014.97 BW38.00' LT8+71.24
1016.31 BW38.00' LT9+15.26
1014.20 FS39.50' LT 8+40.88
1014.76 FS41.25' LT8+63.50
1015.63 BW56.23' LT9+23.10 EC
1015.31 BW59.33' LT 9+36.82 BC
1015.33 BW62.00' LT9+40.20 EC
1015.43 BW59.78' LT 9+44.68 EC
8" CF1014.10 TC32.00' LT 8+40.00
8" CF1016.51 TC32.00' LT 10+42.97
8" CF1016.78 TC32.00' LT 10+19.03
1015.52 BW38.00' LT8+89.16
1016.41 BW41.00' LT 9+20.26

9.25'
4'
7'

7.5'
9'

9.25' 5' 1016.24 BW 46.51' LT 9+20.31 BC
1"=10'
5'
4'
8" CF1014.89 TC32.00' LT 8+69.00
1014.25 FS41.25' LT 8+45.50
R=5'
N
N
R=5'
R=10'
1015.29 TC1014.79 FS47.32' LT8+66.93 BC
1016.58 FS37.00' LT 10+40.00
1016.77 FS37.00' LT 10+22.00
W=18'
STA 10+31

DETAIL A

DETAIL B
JOIN EXIST(1014.73 BW)52.00' LT8+89.16
JOIN EXIST(1015.47 BW)63.77' LT 9+46.66
JOIN EXIST(1016.08 BW)39.00' LT 11+10.00
7'
3' 5.75' EASEMENT PROP

PROP TCE
SIGN
4 3
3 15
34 SAWCUT EXISTING PAVEMENT
23 23
23 15
15 20
17 28
69 28 CONSTRUCT CROSS GUTTER PER CITY OF SAN BERNARDINO STD PLAN NO. 201 69 INSTALL CURB DRAIN PER SPPWC STD PLAN NO.150-3, CASE PER PLAN 1 3
CR00006CONSTRUCT FULL AC PAVEMENT SECTION, DEPTHS OF AC AND AB PER SHEET OVER 95% COMPACTED NATIVE MATERIAL CONSTRUCT STAMPED CONCRETE MEDIAN PAVEMENT, 4" PCC OVER 4" SAND FILL STD PLAN NO. 200CONSTRUCT 8" HIGH TYPE B CURB AND GUTTER PER CITY OF SAN BERNARDINO 202, WIDTH PER PLANCONSTRUCT 4" PCC SIDEWALK PER CITY OF SAN BERNARDINO STD PLAN NO.

NO. 204, WIDTH PER PLANCONSTRUCT COMMERCIAL DRIVEWAY PER CITY OF SAN BERNARDINO STD PLAN 69 20
20 5
13 NO. 200CONSTRUCT 8" HIGH TYPE A CURB PER CITY OF SAN BERNARDINO STD PLAN S. ARROWHEAD AVENUE - MP 57.94 (1.21)

EX CITY R/W
TCE
PROP

EASEMENT
PROP
3'
JOIN EXIST(1016.56 BW)41.00' LT 10+44.25
(1016.43 FS)

EX GRATE INLET JOIN EXIST (1016.60 BW) 41.00' LT 10+40.00 1016.86 BW41.00' LT10+14.50
1015.86 INV1015.82 FLCASE II10+44.98
JOIN EXIST(1016.78 BW)41.00' LT10+22.00
1016.55 GB39.00' LT 10+44.25
JOIN EXIST(1016.47 BW)41.00' LT 10+52.27
JOIN EXIST1016.49 BW39.00' LT 10+52.27
BREAK
GRADE
JOIN EXIST(1015.29 FL)(1015.96 TC)32.00' LT11+10.00
78 INSTALL 12" X 12" CONCRETE INLET BROOKS PRODUCT WITH TRAFFIC RATED GRATE 17 78
79 INSTALL 4" CAST IRON PIPE
STD PLAN NO. 200CONSTRUCT 6" HIGH TYPE C CURB AND GUTTER PER CITY OF SAN BERNARDINO 79 L=25'
1013.32 INV113.31 FLCASE II8+32.00
JOIN EXIST(1014.84 BW)52.00' LT9+00.16
1015.87 BW38.00' LT9+00.16
1'
1'
1014.14 TG52.57' LT8+42.001014.26 FS51.08' LT8+40.92
W=18'
STA 8+54.50
79 L=11.5' EASEMENT
PROP
42 INSTALL METAL HAND RAILING PER SPPWC STD 606-4, TYPE PER PLAN 42 42
1015.41 BW54.46' LT 9+37.93 BC
R=5' R=10'

EXIST WALL PROTECT IN PLACE
JOIN EXIST(1015.34 BW)63.77' LT 9+41.08
79 L=6.5'
BREAK
GRADE
0" CF1014.85 TCBEG CURB45.25' LT8+66.93
JOIN EXIST(1015.04 TC)(1014.54 FL)END CURB52.32' LT8+71.97 EC MAX
8%
6'
COLD MILL 0.12' EXISTING PAVEMENT AND CONSTRUCT 0.12' ASPHALT CONCRETE OVERLAY 1 PROTECT IN PLACE
347 OF 2425
   
 Packet Pg. 762
REV. DATE APP. 5-18-2018 BY SUB.

DESIGNED BYDRAWN BYCHECKED BYAPPROVED BYDATE
CONTRACT NO.

REVISION SHEET NO.

DRAWING NO.

SCALE
8/23/2018 12:02:04 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_17\26495-06-CR12401.DGN OMAP-INPICS02$

ESSI AL
ER E

NE IG N

ER G SI

D RET E
T TA E
S

OF CALIFORNIA
Exp. 12/31/19
GN SO
HENG
SNIAJ J. KUO
J. BROWN
R R
40 112+00 112+25
R R
STOP
H
113+00 113+25
CR12401
1"=5'

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

WEST SIDE
CONSTRUCTION NOTES:

L=5'45.50' RT STA 9+67.50
N
1016.63 BW48.00' LT STA 9+62.50
1016.49 BW48.00' LT STA 9+72.50
1016.49 BW53.00' LT STA 9+92.50
1016.60 BW53.00' LT STA 10+02.50
1016.82 BW39.00' RT STA 9+48.52
1016.47 BW53.00' RT STA 9+92.50
L=5'45.50' RT STA 9+97.50
1016.65 BW53.00' RT STA 9+62.50
3'X3'
L=5'45.50' LT STA 9+97.50
3'X3'
L=5'41.50' LT STA 9+67.50
3'X3'
3'X3'
1016.47 BW53.00' RTSTA 9+72.50
1016.89 BW39.00' RTSTA 10+16.50
1016.64 BW53.00' RTSTA 10+02.50
1016.77 BW41.00' LTSTA 9+56.00
1016.86 BW41.00' LTSTA 10+14.50
41 39
38 40
41 39 39
40 38
40 3839
40 41
40 38
40 40
38 40
40 2.5'

CURB FACE

GUTTER LIP

2.5'

4.5'

CURB FACE

GUTTER LIP

CURB FACE

GUTTER LIP

2.5'
8'

4.95'
> MT
> MT

17.5' 32.5'
45°
45°
10'

16.94'

7.5' 7.5'
10'

19.8'
5'

4.95'
45°

2.5'

19.79'
10'

7.5'

6.15'

9.85'

9.4'

4.5'

EX SBCTA R/W

EX CITY R/W

4.95' 5'

EX SBCTA R/W

EX SBCTA R/W
9'
9'

GUTTER LIP

CURB FACE
1016.49 TC32.00' LT STA 9+72.50
1016.47 TC32.00' RT STA 9+72.50
1016.47 TC32.00' RT STA 9+92.50
1016.49 TC32.00' LT STA 9+92.50
3'
3'
39 INSTALL METAL HAND RAILING PER SCRRA ENGINEERING STD ES4005 41 DIMENSIONS PER PLANINSTALL ADA DETECTABLE WARNING SURFACE (RAISED TRUNCATED DOME),

GRADE CROSSING DETAILS
41 SOUTH ARROWHEAD AVENUE

SOUTH ARROWHEAD AVENUE
14'
6'X3'
6'X3' 6'X3'
NOTE:
9'
SWK
7'
SWK
1'
5'
7'
SWK

PROP EASEMENT
4'
SW1'K
8" CF1016.84 TC32.00' RT STA 9+53.17
8" CF1016.86 TC32.00' RT STA 10+11.83
8" CF1016.85 TC32.00' LT STA 9+53.17
8" CF1016.86 TC32.00' LT STA 10+11.83
5'X3'
S. ARROWHEAD AVENUE - MP 57.94 (1.21)
1016.80 FS34.50' LT STA 10+09.50
1016.72 FS34.50' LTSTA 10+04.50
1016.62 FS38.00' LT STA 10+01.00

PROP TCE
GATE ARM PER SCRRA ENGINEERING STD ES8300, LENGTH PER PLANINSTALL CPUC STD NO. 9 PEDESTRIAN AUTOMATIC WARNING DEVICE WITH

PROP EASEMENT

PROP TCE
1 1
1 1
1 08-28-18 ADDENDUM 1 EA CC

3.2.1. 1
LAYOUT PER PLAN AND AS MODIFIED BY NOTE 3.
1 INSTALL PEDESTRIAN SWING GATE PER SCRRA ENGINEERING STD ES4002, 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 1 No.

REG ISTERED PROFESSIONAL ENG INEER

STATE OF CALIFORNIA CIVIL

CHRISTOPLIS

CHARLES
045570
348 OF 2425
   
 Packet Pg. 763
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 349 OF 2425
   
 Packet Pg. 764
REV. DATE APP. 5-18-2018 BY SUB.

DESIGNED BYDRAWN BYCHECKED BYAPPROVED BYDATE
CONTRACT NO.

REVISION SHEET NO.

DRAWING NO.

SCALE
5/24/2018 10:19:08 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_20\26495-06-CR15101.DGN OMAP-INPICS02$

ESSI AL
ER E

NE IG N

ER G SI

D RET E
T TA E
S

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

R R R R

GISANLGISANL
STOP
STOP
RR
RR
H
H
Asph
Asph
Asph
Asph.
126
127
128
21 9
31 0
7 8 9 10 11 12
2 3
4 5

SECTION A-A SECTION B-B

9.25'
MAX
2%
20 5
15 R/W
EX
9'
MAX
2%
20 1:1

AC SLOPE

9.25'
R/W
EX
5 15
3'

PROP RET CURB WALL
9'

0.5'

EX ASPH PVMT EX GROUND

EX FENCE
42 N
20 0 20 40
SCALE: 1"=20'
CONSTRUCTION NOTES:

REMOVAL NOTES:
> MT
SOUTH
SIERRA
WAY
32'
9'
32'
9'
>

SAWCUT EXISTING PAVEMENT

6.5'
5'
STA > SOUTH SIERRA WAY = 9+74.20
5'
1"=20'
CR15101

ROADWAY IMPROVEMENT
5'
TREES (2)
FH
32' 32'
SWK
9'
WV

MHSEWER
WV

4.5' LT11+45.00 BC
2 4.5' RT11+45.00 EC 4.5' RT
7+90.00 EC
1 4.5' LT7+90.00 BC
SWK
9'
SWK

6.5'

0.5'R

0.5'R
SWK
9'
No.

CURVE DATA
T
L

4.50 14.14 4.50 180°00'00" 14.14
1 180°00'00"
2 LAYOUT
16'

EX CITY R/W

EX SBCTA R/W

EX CITY R/W
SWK
6'
(41.25' R/W) (41.25'R/W)
(41.25'R/W) (41.25'R/W)
3 13
5 10
20 43
4 1 PROTECT IN PLACE
2 ADJUST TO GRADE, ITEM PER PLAN
4 3
20 5
15 43
15 20 3
1 1
13 20
5 4
10 15
5 20
1 15
20 1
3 4
5 10
5 4
3 13
1 2
1 20
15 15
4 3

REMOVE EXISTING AC PAVEMENTREMOVE EXISTING CURB & GUTTERREMOVE EXISTING SIDEWALK 15 4 5
1 1
3 4
10 10
1 1
1 10 10
3 10
4 3
1 15
4 5
5 10
6 2
2 2
5 2
15 27
27 REMOVE EXISTING RAILROAD SIGNAL
49 INSTALL SIGNAL HOUSE
49 30
30 15
3 5'
MHSD
3 5'
5'
9'
4 5'
TYP
43 3 808.94 26°32'11" 190.75 374.66
= 5+00 EC (SOUTH DOROTHY STREET)
INT 10+54.46 (SOUTH SIERRA WAY)
3 MP 58.21 (1.48)STA > MT = 127+26.26
1TYP
9'
43 & CAP PIPINGREMOVE INLET
3 9

REMOVE AND SALVAGE EXISTING STREET LIGHT
53 PAINT 4" SOLID WHITE STRIPE
53 54
43 25
25 9
18 18
28 28
54 9
18 PP
PP

PROP SBCTA R/W

SEE ELEC PLANS
STA 8+60
SOUTH

DOROTHY
STREET

EAST JULIA STREET
SEE ELEC PLANSSTA 10+85
DRWYEX
DRWYEX
15'
RAD
N74°40'30"E
1+25.34
BC
PP
SEE ELEC PLANSSTA 4+15DOROTHY ST
1021.05 FS1020.72 TOW10+69.00, 41.00' LTBEG RET WALL

RESET GUYPP
1019.58 FS1019.25 TOW12+00.00, 41.00' LTEND RET WALL
JOIN EXISTEND C&G, SWK & PVMTSTA 12+00.00, 32.00' LT
JOIN EXISTEND PVMTSTA 12+00.00, 6.50' RT
JOIN EXISTEND PVMTSTA 11+40.00, 30.37' RT
1 GUY
1 FH
1 PP & GUY
3 PROP TCE
(50'R/W)
(50'R/W)
> DRWY, W=16'STA 8+20
GV
1 PP
1 GUYRESETPP
1 1
FENCE

REMOVE EXISTING CURBREMOVE EXISTING RAIL EQUIPMENT PER SIGNAL PLANS 2 1 1
1 2
WV
AA
BB
NOTE: SEE SHT CR15301 FOR ADDITIONAL CURVE DATA
2 13
13 13
TYPE C
END HAND RAILSTA 12+05.00, 40.50' LT
BEG HAND RAIL40.50' LTSTA 10+64.00

EX CITY R/W

END AC SLOPE
STA 9+87.82
BEG AC SLOPESTA 8+30.00
WV
2 MH
2 3
3 4
3'
(20'R/W) (20'R/W) FOR DET (TYP) SEE FENCING PLANS
-- R/WEX CITY 10 42
42 1
1 6
6 6
1 345
6 9
10 76
76 24 REMOVE AND SALVAGE EXISTING SIGN
24 24
24 JOIN
EXIST
END

CURB,PVMT
STA
2+79.52,19.00'LT

DOROTHY
ST
5 13
SWK
6'
13 SOUTH SIERRA WAY - MP 58.21 (1.48)
PAD = 1018.6'10'x8'
ELEV = 1018.6PROP PB LID
DOT 027213N, CPUC 101 SG-58.21

REMOVE EXISTING DRIVEWAY
TYPE 2
JOIN EXISTBEG C&G, SWK, PVMTSTA 7+80.00, 32.00' RT
JOIN EXISTBEG PVMTSTA 7+80.00, 6.50' LT
JOIN EXISTBEG C&G, SWK, PVMTSTA 8+30.00, 32.00' LT

TRANSFORMER
END MED9+57.38
2 BLOWOFF
VACAIR
BEG MED9+80.63
JOIN EXISTEND C&G, SWK STA 10+65.00, 32.00' RT
& BOLLARDSGAS SERVICE
PB
2 2
SEE SIGNAL PLANS (TYP)CR15101 AND CR15102ELEV PER SHEETS PROP PB (TYP) 15 3 TOTAL
24 EASEMENTPROP

DETAIL A
SEE SHT CR15301
24 PLANS

SEE ELEC
STA 9+60

PLANS FENCING SEE

FENCING PLANSREMOVE FENCE SEE
3 SEE FENCING PLANSREMOVE EXISTING FENCE

PAD AND FOUNDATIONREMOVE ELECTRONIC KEY

SEE ELEC PLANSPEDESTALMETERING
1 FENCE

SEE FENCING PLANSREMOVE EXISTING FENCE
3 3
3 REMOVE GATE MOTOR

PAD AND FOUNDATIONREMOVE ELECTRONIC KEY
24 24
6'
28'
6'
12'
44 INSTALL NON-REMOVABLE BOLLARDS PER SHEET CR00006
44 8 REMOVE EXISTING POLE/BOLLARD
8 SCRRA ENGINEERING STD ES4011CONSTRUCT DRIVEWAY FOR MAINTENANCE ACCESS PER STD PLAN NO. 202, WIDTH PER PLANCONSTRUCT 4" PCC SIDEWALK PER CITY OF SAN BERNARDINO

0.12' ASPHALT CONCRETE OVERLAYCOLD MILL 0.12' EXISTING PAVEMENT AND CONSTRUCT AND AB PER SHEET CR00006CONSTRUCT FULL AC PAVEMENT SECTION, DEPTHS OF AC ENGINEERING STD ES4001, DETAIL BCONSTRUCT 8" AC PAVEMENT WITH GLASS GRID PER SCRRA OVER 4" SAND FILL OVER 95% COMPACTED NATIVE MATERIAL CONSTRUCT STAMPED CONCRETE MEDIAN PAVEMENT, 4" PCC BERNARDINO STD PLAN NO. 200CONSTRUCT 8" HIGH TYPE A CURB PER CITY OF SAN SAN BERNARDINO STD PLAN NO. 200CONSTRUCT 8" HIGH TYPE B CURB AND GUTTER PER CITY OF PLAN NO. 201CONSTRUCT CROSS GUTTER PER CITY OF SAN BERNARDINO STD DRAINAGE PLANS FOR CATCH BASIN INFORMATIONSTD PLAN NO. 407, TYPE PER PLAN. SEE GRADING & CONSTRUCT LOCAL DEPRESSION PER CITY OF SAN BERNARDINO TYPE PER PLANINSTALL METAL HAND RAILING PER SPPWC STD 606-4, STD PLAN SL-1 (LED)INSTALL STREET LIGHT PER CITY OF SAN BERNARDINO

STRUCTURAL PLANSCONSTRUCT RETAINING WALL TYPE B, DETAILS PER 111-5, CASE CCONSTRUCT CURB RAMP PER SPPWC STD PLAN NO.

DISPOSITION PLANSREMOVE/RELOCATE EXISTING POWER POLE, SEE UTILITY PER SPPWC STD PLAN NO. 111-5, CASE B, TYPE 1CONSTRUCT CURB RAMP AND DETECTABLE WARNING SUFACE JOIN EXISTBEG C&G, SWK & PVMTSTA 3+52.07, 26.96' RTDOROTHY ST

19.32'
54 MHSS
1 PP
352 OF 2425
   
 Packet Pg. 765
REV. DATE APP. 5-18-2018 BY SUB.

DESIGNED BYDRAWN BYCHECKED BYAPPROVED BYDATE
CONTRACT NO.

REVISION SHEET NO.

DRAWING NO.

SCALE
5/24/2018 10:21:57 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_24\26495-06-CR15102.DGN OMAP-INPICS01$

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

R R R R
STOP
STOP
RR
RR
H
H
W
W
palnter
form er
transSCE
9 10
4 5
126+00
126+50
127+00
127+50
128+00
21 +8 05
1"=10'
CR15102

ROADWAY IMPROVEMENT
N

GRADE CROSSING LAYOUT
34 34
34 34
36 48
50 48
> MT
10' 10'
> MT

EX SBCTA R/W

EX CITY R/W

EX SBCTA R/W

EX CITY R/W
15'
15'
15'
15'
15'
= 5+00 (SOUTH DOROTHY STREET)INT 10+54.46 (SOUTH SIERRA WAY) 50 50
36 36
CONSTRUCTION NOTES:

NOTES:
34 MP 58.21 (1.48)STA > MT = 127+26.26STA > SOUTH SIERRA WAY = 9+74.20 SOUTH

DOROTHY
STREET

SOUTH SIERRA WAY
CR15402SEE SHT
CR15402SEE SHT
CR15401SEE SHT
CR15401SEE SHT

4.5'4.5'

4.5'

4.5'4.5'

PROP EASEMENT
50 15'
50 15'
6 6

36.50' LTSTA 10+41.38

4.5'

0.00' LTSTA 9+98.71

0.00' LTSTA 10+41.38

36.50' RTSTA 9+98.71

36.50' RTSTA 8+92.26

0.00' LTSTA 8+92.26
6 2.1.

ENGINEERING STANDARDS ES4001 AND ES8405INSTALL VEHICLE DETECTION LOOPS PER SCRRAES4011 AND ES4012, WHICHEVER IS APPLICABLE.SHALL COMPLY WITH SCRRA ENGINEERING STANDARDSPEDESTRIAN FACILITIES AT VEHICLE CROSSINGS (TYPICAL)SEE NOTE 2
GLASS GRID PVMT SECTIONSTA 10+00 END
GLASS GRID PVMT SECTIONSTA 8+90 BEGIN

EX CITY R/W
SOUTH SIERRA WAY - MP 58.21 (1.48)
ELEV = 1018.6'PROP PB LID
ELEV = 1019.4'PROP PB LID
1019.2'ELEV = PROP PB LID
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 ENGINEERING STD ES4201, LAYOUT PER TRACK PLANSINSTALL PRECAST CONCRETE PANELS PER SCRRA SCRRA ENGINEERING STD ES4201CONSTRUCT ASPHALT CONCRETE PAVEMENT AND RAMP PER 10 0 10 20
SCALE: 1"=10'
353 OF 2425
   
 Packet Pg. 766
REV. DATE APP. 5-18-2018 BY SUB.

DESIGNED BYDRAWN BYCHECKED BYAPPROVED BYDATE
CONTRACT NO.

REVISION SHEET NO.

DRAWING NO.

SCALE
5/24/2018 10:21:35 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_21\26495-06-CR15201.DGN OMAP-INPICS01$

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
(1.5%)
(1.2%)
(0.6%)
(1.0%)
127+26.26 (MT)
1020.36 TR
(S SIERRA WY)
INT 10+54.46
(-0.6%)
(0.6%)
LT1020 CL1025 CL1015 RT1020
10+00 11+00
RT1020
CL1015
LT1020
CL1025
EXISTING GRADE AT RECORD >
PROPOSED GRADE AT RECORD >
7+00 8+00 9+00 12+00
LM1020
LM1020
RM1020
RM1020
9+74.20
1018.64 TC
8+50.00
1018.91 TC
8+70.00
1018.91 TC
8+70.00
1019.21 TC
8+90.00
1019.55 TC
9+10.00 EVC
9+78.96 GB
9+98.29 GB
10+13.81
10+28.88 GB
10+48.21 GB
1020.97 TC
10+60.00 BVC
1020.84 TC
10+80.00
1020.62 TC
11+00.00
1020.62 TC
11+00.00
1020.31 TC
11+20.00
1019.91 TC
11+40.00 PRVC
1019.63 TC
11+55.00
1019.45 TC
11+70.00
1019.45 TC
11+70.00
1019.38 TC
11+85.00

1.78% -2.26% 0.67%

2.50% -0.44%
G1 = 1.06% G2 = 1.78%
VC = 80'
G1 = -0.44% G2 = -2.21%
VC = 80'
G1 = -2.21% G2 = 0.50%
VC = 60'
8" TO 0"

TRANSITION

CURB HEIGHT

19.33'
0" TO 8"

TRANSITION

CURB HEIGHT

19.33'
PVI = 1018.83 @ 8+70.00 PVI = 1020.80 @ 11+00.00 PVI = 1019.25 @ 11+70.00 1020.44 TR
126+75.37 (MT)
8+30.00 BVC

JOIN EXIST
12+00.00 EVC

JOIN EXIST
8" CF
1020.77 TC
0" CF
1020.34 TC
0" CF
1020.54 TC
8" CF
1021.03 TC
1020.25 FS
9+57.38 GB
1020.46 FS
9+90.63 GB

1.09% 0.64% 7+80.00 GB

JOIN EXIST
7+85.50 GB
7+90.00 GB
1020.92 TC
9+62.00 GB
1021.15 TC
9+96.51 GB
1021.30 TC
10+45.00 BVC
1021.30 TC
10+57.50
1021.25 TC
10+70.00
1021.25 TC
10+70.00
1021.13 TC
10+82.50
1020.96 TC
10+95.00 PRVC
1020.77 TC
11+07.50
1020.62 TC
11+20.00
1020.62 TC
11+20.00
1020.51 TC
11+32.50
11+45.00 EVC
11+49.50 GB

0.77%

1.06%

0.30%

1.93%
G1 = 0.30% G2 = -1.65%
@ 10+70.00
VC = 50' PVI = 1021.37
G1 = -1.65% G2 = -0.45%
@ 11+20.00
VC = 50' PVI = 1020.55
1019.05 TC

0.00' LT
1019.08 TC

4.50' LT BC
1020.52 TC

0.00' LT
1020.43 TC

4.50' LT BC
7+85.50 GB
7+90.00 GB
1020.91 TC
9+50.96 GB
1021.11 TC
9+86.28 GB
11+45.00 GB
11+49.50 GB

0.77%

1.13%
-0.43% 1.93%
1019.05 TC

0.00' RT
1020.43 TC

4.50' RT EC
1020.52 TC

0.00' RT
1019.08 TC

4.50' RT EC
1019.97 FS
11+00.00 BVC
1019.88 FS
11+25.00
1019.85 FS
11+50.00
1019.85 FS
11+50.00
1019.86 FS
11+75.00
-0.45%
G1 = -0.45% G2 = 0.35%
@ 11+50.00
VC = 100' PVI = 1019.75
12+00.00 EVC

JOIN EXIST

PROPOSED GRADE AT TOP OF WEST MEDIAN CURB

PROPOSED GRADE AT TOP OF EAST MEDIAN CURB

EXISTING GRADE AT TOP OF WEST CURB

EXISTING GRADE AT TOP OF EAST CURB

PROPOSED GRADE AT TOP OF WEST CURB

PROPOSED GRADE AT TOP OF EAST CURB

EXISTING GRADE AT WEST MEDIAN CURB

EXISTING GRADE AT EAST MEDIAN CURB
(1019.40 TC)
(1018.41 TC)
(1018.32 FS)
(1019.92 FS)
(1018.29 TC)
7+80.00 BVC

JOIN EXIST
1018.37 TC
7+90.00
1018.50 TC
8+00.00
1018.50 TC
8+00.00
1018.68 TC
8+10.00
1018.91 TC
8+20.00 PRVC
1019.28 TC
8+35.00
1019.62 TC
8+50.00
1019.62 TC
8+50.00
1019.92 TC
8+65.00
1020.19 TC
8+80.00 EVC
8+89.88 GB
9+09.21 GB
9+28.31
9+46.24 GB
9+65.57 GB
1019.45 TC
1019.46 TC
10+30.40
1019.47 TC
10+37.96
1019.49 TC
10+45.95
(1019.51 TC)

1.70% -1.05% 0.59%

2.61%
-0.50%

0.16% 0.09%
G1 = 0.50% G2 = 2.58%
@ 8+00.00
VC = 40' PVI = 1018.39
G1 = 2.58% G2 = 1.70%
@ 8+50.00
VC = 60' PVI = 1019.68
-6.30%
(S DOROTHY ST)
= 4+35.31
10+03.11 ECR
1020.10 TC

39.20' RT
1020.71 TC

32.00' RT
10+00.73 BCR
0" CF
1020.38 TC
8" CF
1020.88 TC
0" CF
1020.16 TC
8" CF
1020.36 TC

19.33'
0" TO 8"TRANSITIONCURB HEIGHT
8" TO 0"

TRANSITION

CURB HEIGHT

19.33' LC=33.02'
1019.50 TC

32.00' RT
10+65.00 GB

JOIN EXIST
10+54.17 ECR
1020.27 TR
127+82.18 (MT)
LC=10'
= 4+49.43 (S DOROTHY ST)
10+23.50 BCR, 42.51' RT
1020.18 FS
= 5+00 (S DOROTHY ST)
CR15201

ROADWAY IMPROVEMENT
HORIZ 1"=20'
PROFILE VERT 1"=4'
SOUTH SIERRA WAY - MP 58.21 (1.48)
354 OF 2425
   
 Packet Pg. 767
REV. DATE APP. 5-18-2018 BY SUB.

DESIGNED BYDRAWN BYCHECKED BYAPPROVED BYDATE
CONTRACT NO.

REVISION SHEET NO.

DRAWING NO.

SCALE
5/24/2018 10:19:02 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_23\26495-06-CR15202.DGN OMAP-INPICS01$

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
LT1020 CL1025 CL1015 RT1020
RT1020
CL1025 CL1015
LT1020
6+00
EXISTING GRADE AT RECORD > PROPOSED GRADE AT RECORD >
(-0.3%)

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 CURB
(1018.26 FS)
1018.10 FS
3+00.00 BVC
1018.04 FS
3+12.50
1018.07 FS
3+25.00
1018.07 FS
3+25.00
1018.18 FS
3+37.50
1018.37
3+50.00 PRVC
1018.59 FS
3+62.50
1018.78 FS
3+75.00
1018.78 FS
3+75.00
1018.93 FS
3+87.50
1019.05 FS
4+00.00 EVC
1019.47 FS
4+52.62 GB
1020.18 FS
-0.80%

0.80% 1.50%
G1 = -0.80% G2 = 1.90%
@ 3+25.00
VC = 50' PVI = 1017.90
G1 = 1.90% G2 = 0.80%
@ 3+75.00
VC = 50' PVI = 1018.85
2+80.00 GB

JOIN EXIST
= 10+54.46 (S SIERRA WAY)
INT 5+00.00 GB (S DOROTHY ST)

0.24%

1.00%
0" CF
(1018.20 TC)

19.00' LT
3+29.82 GB
1019.00 TC

19.00' LT
1020.10 TC

2.00' LT
(S SIERRA WAY)
= 10+03.11 ECR
4+35.31 GB
2+90.00 GB
1018.90 TC

19.00' LT
2+80.00 GB

JOIN EXIST
(1.13%)
1018.57 TC
1018.53 TC
1018.55 TC
1018.62 TC
1018.92 TC
1019.41 TC

2.30%
3+73.77 BCR
3+53.30 BCR
G1 = 2.30% G2 = 0.15%
@ 4+01.00
PVI = 1019.38
VC = 40'
Lc = 25.1'
1019.45 TC

13.00' RT PRC
(S SIERRA WAY)
= 10+23.50
4+49.43 GB
4+21.00 EVC
3+81.00 BVC
3+91.00
4+01.00
4+11.00
1019.12 TC
1019.27 TC
1019.37 TC

PROPOSED EDGE OF PAVEMENT
1017.66 FS
2+80.00
3+14.80
1017.88 FS 0.15%

0.63%
1017.78 FL

13.00'RT
3+14.80PROPOSED FL
1017.95 FL

13.00'RT
3+60.33
1018.08 FL

13.00'RT
3+73.77
1019.13 TC

19.00' LT
1019.30 TC

10.67' LT
3+38.65 PRC
3+54.99 PRC
3+71.81 PRC
1019.46 TC

2.00' LT
Lc = 18.76' Lc = 19.58'
3+54.94, 6" CF
3+61.22, 6" CF
3+67.49, 8" CF
8" CF
1018.74 TC
CR15202

ROADWAY IMPROVEMENT
HORIZ 1"=20'
PROFILE VERT 1"=4'
SOUTH DOROTHY STREET - MP 58.21 (1.48)
355 OF 2425
   
 Packet Pg. 768
REV. DATE APP. 5-18-2018 BY SUB.

DESIGNED BYDRAWN BYCHECKED BYAPPROVED BYDATE
CONTRACT NO.

REVISION SHEET NO.

DRAWING NO.

SCALE
5/24/2018 10:18:21AM
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_22\26495-06-CR15301.DGN OMAP-INPICS01$

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
TO

0.2%
-3.5%
R/W

SOUTH SIERRA WAY
9'

4.5' 4.5'
32' 32'

41.25' 41.25'

IT OCCURS

MEDIAN WHERE

9.25'
MAX
2%
20 15
13 13
10 5
5 NORTH OF CROSSING
R/W
TO

0.2%
-4.1%
R/W
TO -0.2%
-2.1%

SOUTH SIERRA WAY
9'

4.5' 4.5'
32' 32'
9' 2.75'

41.25' 41.25'

IT OCCURS

MEDIAN WHERE

9.25' 9.25'

6.5'
MAX
2%
MAX
2%
20 20 15 15
13 13
10 2:1
2:1
5 5

SOUTH OF CROSSING
9'
1:1

AC SLOPE
TO -0.2%
-2.8

SWKEXIST

EXIST ASPH PVMT

EX EXEX EX
NTSNTS
>>

C&GEXIST

EXIST GROUND
54 42
(9.25')
STOP
STOP
H
H
Asph
9 10
3 4
5 BP
C R/W
L
13' 6'

SOUTH DOROTHY STREET

EAST OF CROSSING
-5.7%
TO
-2.0%
MAX
2%
13 15 20
5 TO 19'
VAR 2'
2:1
2:1
EX
NTS
CONSTRUCTION NOTES:
1"=10'
CR15301

ROADWAY IMPROVEMENT

TYPICAL SECTION & CONSTRUCTION DETAILS
15 2010
5 SOUTH DOROTHY STREET
13 9'
1019.45 TC

13.00' RT
4+49.43 BCR

SOUTH SIERRA WAY
1019.60 BW

21.18' RT
4+61.97 EC
1019.58 BW

19.00' RT
4+55.93 BC
2%
13'
1017.78 FL

13.00' RT
3+14.80
1017.92 FS

26.38' RT
3+15.62 1018.23 FS

26.08' RT
3+50.62
1018.25 FS1018.90 TC

19.00' LT
2+90.00
2'
1020.72 TC

32.00' RT
9+95.00
1017.95 FL

13.00' RT
3+60.33
1018.63 FS
1019.30 TC

10.67' LT
3+54.99 PRC
1018.79 FS
1019.46 TC

2.00' LT
3+71.81 PRC
1019.43 FS
1020.10 TC

2.00' LT
4+35.31 BCR
2 4

CURVE DATA
1 R T L
2345
6 4.00

20.0020.0025.0050.00

10.00 143°09'43"
56°05'00"53°44'04"57°31'56"37°50'15"38°17'51"

10.00 19.58

18.76 25.10

33.02 6.68

12.01 10.6510.1313.7217.14

3.47 N
3 1

DETAIL A

1. SEE

ROADWAY

LAYOUT SHEET
FOR STATIONING.

NOTE:
1019.50 TC

32.00' RT
10+54.17 ECR
8" CF
1018.77 TC

13.00' RT
3+74.74
0" CF
1018.89 TC

19.00' RT
3+74.74
0" CF
1018.07 TC

15.26' RT
3+63.72
0" CF
1018.04 TC

17.23' RT
3+60.31
0" CF
1018.70 TC

28.79' RT
3+57.78
1018.69 TC1018.19 FS

20.51' RT
3+66.61
1018.76 TC1018.26 FS

22.47' RT
3+63.21
4'x3'
1018.46 FS
1019.13 TC

19.00' LT
3+38.65 PRC
1019.84 FS
1019.51 TC

2.00' LT
3+77.00
SOUTH

DOROTHY
STREET

JULIA STREET
3 4
3 34

SAWCUT EXISTING PAVEMENT
15 20
5 15
15 3
3 4
13 28 CONSTRUCT CROSS GUTTER PER CITY OF SAN BERNARDINO STD PLAN NO. 201 28 40
40 5
40 6
5 4'
1019.36 FS1020.03 TC

2.00' LT
4+29.20

JOIN EXIST
(1019.62 BW)

41.00' RT
10+65.00

JOIN EXIST
(1019.52 TC)

32.00' RT
10+65.00
SOUTH SIERRA WAY - MP 58.21 (1.48)
CONSTRUCT 8" HIGH TYPE A CURB PER CITY OF SAN BERNARDINO STD PLAN NO. 200CONSTRUCT FULL AC PAVEMENT SECTION, DEPTHS OF AC AND AB PER SHEET CR00006

END CURB TYPE A
0" CF
(1018.20 TC)
2+80.00 BC

END CURB TYPE B

BEG CURB TYPE A
1019.99 FS1021.71 TC

32.00' RT
10+00.71 ECR
10 54 CONSTRUCT RETAINING WALL TYPE B, DETAILS PER STRUCTURAL PLANS 95% COMPACTED NATIVE MATERIAL CONSTRUCT STAMPED CONCRETE MEDIAN PAVEMENT, 4" PCC OVER 4" SAND FILL OVER PLAN NO. 200CONSTRUCT 8" HIGH TYPE B CURB AND GUTTER PER CITY OF SAN BERNARDINO STD WIDTH PER PLANCONSTRUCT 4" PCC SIDEWALK PER CITY OF SAN BERNARDINO STD PLAN NO. 202, DIMENSIONS PER PLANINSTALL ADA DETECTABLE WARNING SURFACE (RAISED TRUNCATED DOME), 127+50
128+00
128+50
SWK
6'
1"=10'

EX SBCTA R/W

EX CITY R/W

EX SBCTA R/W
1020.15 TC

38.50' RT
9+95.00

EX SBCTA R/W
COLD MILL 0.12' EXISTING PAVEMENT AND CONSTRUCT 0.12' ASPHALT CONCRETE OVERLAY 42 INSTALL METAL HAND RAILING PER SPPWC STD 606-4, TYPE PER PLAN

0.37%

2.30%
6" CF
(1018.59 TC)

26.96' RT
3+52.07
6" CF
1018.57 TC

24.85' RT
3+53.30 BCR
6" CF
1018.58 TC

25.68' RT
3+52.81

4.61' 8.16'
8" CF
1018.08 FL
1018.74 TC

13.00' RT
3+73.77 ECR
> MT
356 OF 2425
   
 Packet Pg. 769
REV. DATE APP. 5-18-2018 BY SUB.

DESIGNED BYDRAWN BYCHECKED BYAPPROVED BYDATE
CONTRACT NO.

REVISION SHEET NO.

DRAWING NO.

SCALE
8/23/2018 12:02:10 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_25\26495-06-CR15401.DGN OMAP-INPICS02$

ESSI AL
ER E

NE IG N

ER G SI

D RET E
T TA E
S

OF CALIFORNIA
Exp. 12/31/19
GN SO
HENG
SNIAJ J. KUO
J. BROWN
R R
126+00
126+25
126+50
126+75
127+00
CR15401
1"=5'

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

WEST SIDE
CONSTRUCTION NOTES:

L=5'66.80' LT STA 10+29.86
1020.43 BW68.32' LT STA 10+38.66
1020.34 TC32.00' LT STA 9+98.29
3'X3'

CURB FACE

GUTTER LIP

9.68'

2.5'

14.06'

EX CITY R/W
39 38
41 40
40 3839
40 41 INSTALL METAL HAND RAILING PER SCRRA ENGINEERING STD ES4005 GRADE CROSSING DETAILS (SHEET 1 OF 2)
1020.58 BW53.60' LT STA 10+52.21

17.12'
1020.84 BW41.00' LT STA 10+63.81

4.5'

7.5'

7.5'
L=5'44.73' LT STA 10+50.18

SOUTH SIERRA WAY
40 6'X3'
3'X3'
40 7.2'
5'

2.5'
45°
41 CURB FACE

GUTTER LIP

EX SBCTA R/W
1020.55 TC32.00' LT STA 10+28.96
6'X3'
> MT
3'
1020.49 TC32.00' LT STA 9+91.35
12'
1020.40 FS61.30' LT STA 10+24.74
1020.40 BW57.99' LT STA 10+27.79
8" CF1021.03 TC32.00' LT STA 10+48.21
8" CF1020.77 TC 32.00' LT STA 9+78.96
SOUTH SIERRA WAY - MP 58.21 (1.48)

R/WSBCTA EX
38 39
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), 1020.45 BW41.00' LT STA 9+87.82 BC
1020.24 BW78.67' LT STA 10+29.14 EC

CURVE DATA
1 R T L
1 731.21 27.98 55.93
1 1
1 08-28-18 ADDENDUM 1 EA CC
1 LAYOUT PER PLAN AND AS MODIFIED PER NOTE 3.
1 INSTALL PEDESTRIAN SWING GATE PER SCRRA ENGINEERING STD ES4002,

REG ISTERED PROFESSIONAL ENG INEER

STATE OF CALIFORNIA CIVIL

CHRISTOPLIS

CHARLES
045570
357 OF 2425
   
 Packet Pg. 770
REV. DATE APP. 5-18-2018 BY SUB.

DESIGNED BYDRAWN BYCHECKED BYAPPROVED BYDATE
CONTRACT NO.

REVISION SHEET NO.

DRAWING NO.

SCALE
8/23/2018 12:08:26 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_3497\26495-06-CR15402.DGN OMAP-INPICS02$

ESSI AL
ER E

NE IG N

ER G SI

D RET E
T TA E
S

OF CALIFORNIA
Exp. 12/31/19
GN SO
HENG
SNIAJ J. KUO
J. BROWN
R R
127+75
128+00
12 +8
25 21 +8 05
21 +8 57
21 +9
00 CR15402
1"=5'

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

EAST SIDE
CONSTRUCTION NOTES:
1020.10 BW50.92' RT STA 8+76.90
1019.50 BW39.22' RT STA 8+70.27
3'X3'
5'

2.5'

14.55'

GUTTER LIP

4.5'
3'
> MT

EX SBCTA R/W

CURB FACE
1020.16 TC32.00' RT STA 9+09.52
39 41
38 40
40 3839
40 41 INSTALL METAL HAND RAILING PER SCRRA ENGINEERING STD ES4005

SOUTH SIERRA WAY
3'X3'
40 L=5'69.03' RT STA 8+95.80
38 40
6'X3'

7.5'
GRADE CROSSING DETAILS (SHEET 2 OF 2)
1020.18 FS80.95' RT STA 8+93.90
1020.07 GB73.59' RT STA 9+07.04
1020.27 FS68.32' RT STA 8+86.77
1020.20 FS64.91' RT STA 9+02.07
1019.66 GB58.73' RT STA 9+12.66
1020.29 FS60.95' RT STA 8+99.84
1019.56 GB66.74' RT STA 9+17.78
1019.50 FS51.78' RT STA 9+24.12
1019.60 GB57.85' RT STA 9+33.31
1019.24 TC11.64'LT STA 3+54.25
1019.24 TC2.00' LT STA 3+77.00

13.45'
6'X3'
39 7.5'

LINE (TYP)GRADE BREAK

EX CITY R/W 13'

EX SBCTA R/W

34.11'

25.4'
41 8" CF1020.36 TC32.00' RT STA 8+89.88
SOUTH

DOROTHY
STREET
SOUTH SIERRA WAY - MP 58.21 (1.48)
41 27.29'

13.82'
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),

2.5'
L=5'42.93' RT STA 8+81.00
1019.85 BW38.50' RT STA 8+55.00
1 1
1 08-28-18 ADDENDUM 1 EA CC
1 3.2.1.

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 NOTES:

LAYOUT PER PLAN AND AS MODIFIED BY NOTE 3.
1 INSTALL PEDESTRIAN SWING GATE PER SCRRA ENGINEERING STD ES4002, 1 No.

REG ISTERED PROFESSIONAL ENG INEER

STATE OF CALIFORNIA CIVIL

CHRISTOPLIS

CHARLES
045570
358 OF 2425
   
 Packet Pg. 771
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 359 OF 2425
   
 Packet Pg. 772
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 360 OF 2425
   
 Packet Pg. 773
REV. DATE APP. 5-18-2018 BY SUB.

DESIGNED BYDRAWN BYCHECKED BYAPPROVED BYDATE
CONTRACT NO.

REVISION SHEET NO.

DRAWING NO.

SCALE
1/15/2019 11:50:02 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\3041\990937_41\26495-06-CR24101.DGN OMAP-INPICS02$

ESSI AL
ER E

NE IG N

ER G SI

D RET E
T TA E
S

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

WM
W
WM
W
W
W
W
T
FH
EXIST.10"SEWER
EX 2" GAS
EXIST.TELEPHONE EXIST.TELEPHONE
EXIST.TELEPHONE
EX 6"WATER
EX 12"WATER
EX 6"WATER
EX 2" GAS

EX ELECTRIC LINE

EX ELECTRIC LINE
1005
174 175 176
7 8 9 10 11 12
N
20 0 20 40
SCALE: 1"=20'
> MT
CONSTRUCTION NOTES:
5'
5'
9'
9'
TREE
TREE
32' 32'
TREE
1"=20'
CR24101

ROADWAY IMPROVEMENT
EAST

CENTRAL
AVENUE
EAST

CENTRAL
AVENUE
REMOVAL NOTES:
1 PROTECT IN PLACE
3 SAWCUT EXISTING PAVEMENT4
10 5
1513
20 23
1 20
23 20
3 4
5 5 15
23 REMOVE EXISTING AC PAVEMENTREMOVE EXISTING SIDEWALKREMOVE EXISTING CURB & GUTTERREMOVE EXISTING TREE 1 1
1 3
4 15
13 5
5 20
10 13

4.5' LT9+15.00 BC

4.5' RT9+15.00 EC
1 0.5'R
2 4.5' RT10+65.00 EC

4.5' LT10+65.00 BC
(44' R/W) (44' R/W)
No.

R
T
L
180°00'00"
1 180°00'00"
2 0.5'R

MHSEWER
MH
LAYOUT
30'

EX CITY R/W

EX SBCTA R/W

EX SBCTA R/W
1 11
1 1
1 1
1 4
10 5
3 4
5 2
2 1
45 6
10 11
2 ADJUST TO GRADE, ITEM PER PLAN
25 6
6 4
49 49 INSTALL SIGNAL HOUSE

EX CITY R/W

EX SBCTA R/W EX SBCTA R/W
SWK
11'
30 30
10 3
5'
STA > CENTRAL AVENUE = 9+89.94STA > MT = 174+79.77MP 59.11 (2.38) DRWY
EX
PP
> DRWY, W=24'STA 9+30

PROP EASEMENT
BEG SWK STA 10+20.00, 32.00' RT
JOIN EXISTEND C&G, SWK & PVMTSTA 10+39.00, 32.00' RT
JOIN EXISTEND PVMTSTA 11+30.00, 6.50' RT
(44' R/W) (44' R/W)

SOUTH ALLEN STREET

SEE ELEC PLANS
STA 10+21 TREE
1 JOIN EXISTEND C&G, SWK & PVMTSTA 11+30.00, 32.00' LT

27.5'

PROP TCE

PROP TCE
SEE ELEC PLANSSTA 9+36

PROP TCE

PROP EASEMENT
4 3
45'
3 3

REMOVE EXISTING RAILROAD SIGNAL
43 2
43 43
1 PLANS FOR DETSEE TRACK
(50' R/W)
(50' R/W)
MH
13 13
6'
SWK
4 3

EX CITY R/W

EX CITY R/W
1 10
18 18
WV
1 -
- FOR DET (TYP)

SEE FENCING PLANS
PP
5'
8+21.62 EC
7+09.05 BC
3 3000' 2°09'00" 56.29'
3 EAST CENTRAL AVENUE - MP 59.11 (2.38)
6" AB
6" PCC
2 1
25 REMOVE EXISTING PCC PAVEMENT
25 56 CONSTRUCT PCC PAVEMENT PER PLAN
56 EASEMENTPROP
1 1

MODIFIED
W=24'
> DRWY
STA 8+90

MODIFIED
> DRWY, W=34'
STA 10+45 INLET GRATE
INLET
GRATE
3 1 5
SEE SIGNAL PLANS FOR DET (TYP)ELEV PER SHEET CR24102PROP PB (TYP)

DEPRESSION
LOCAL
3 REMOVE EXISTING DRIVEWAYREMOVE EXISTING RAIL EQUIPMENT PER SIGNAL PLANS 1 28 REMOVE EXISTING DRAINAGE PIPE
69 INSTALL CURB DRAIN PER SPPWC STD PLAN NO.150-3, CASE PER PLAN 69 28
JOIN EXISTBEG C&G, PVMTSTA 8+00.00, 32.00' RT
JOIN EXISTBEG C&G, SWK & PVMTSTA 8+40.00, 32.00' LT
11 TCEPROP
DOT 027218X, CPUC 101 SG-59.11
PAD = 1007.5'10'X8'
3 TOTAL

CASE II
TYPE 2
INSTALL STREET LIGHT PER CITY OF SAN BERNARDINO STD PLAN SL-1 (LED) 77 77
SHEET CR00006CONSTRUCT 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. 200CONSTRUCT 8" HIGH TYPE A CURB PER CITY OF SAN BERNARDINO STD BERNARDINO STD PLAN NO. 200CONSTRUCT 8" HIGH TYPE B CURB AND GUTTER PER CITY OF SAN NO. 202, WIDTH PER PLANCONSTRUCT 4" PCC SIDEWALK PER CITY OF SAN BERNARDINO STD PLAN PLAN NO. 204, WIDTH PER PLANCONSTRUCT COMMERCIAL DRIVEWAY PER CITY OF SAN BERNARDINO STD STD ES4011CONSTRUCT DRIVEWAY FOR MAINTENANCE ACCESS PER SCRRA ENGINEERING TYPE PER PLAN. SEE GRADING & DRAINAGE PLANS FOR CATCH BASIN INFORMATIONCONSTRUCT LOCAL DEPRESSION PER CITY OF SAN BERNARDINO STD PLAN NO. 407, PROTECTION SURFACE (3" NOMINAL ROCK DIAMETER)CONSTRUCT 5' WIDE X 8' LONG X 6" DEPTH GROUTED ROCK DRAINAGE 1 VAC
AIR
VAC
AIR
1 1
5 SWK DRAIN

EXIST UNDER

RESET GUY
MH
SD
2 WM
WV
2 SEE SHT CR24301DETAIL B
SEE SHT CR24301DETAIL A
1 CB
11 21'
WM
2 BEG MED10+00.00
END MED9+79.89

PER SPECSUNDER SWK DRAIN OVER EXISTINGCONSTRUCT SWK

4.50' 4.50'

CURVE DATA

14.14' 14.14'
112.57'
25 25
No.

REG ISTERED PROFESSIONAL ENG INEER

STATE OF CALIFORNIA CIVIL

CHRISTOPLIS

CHARLES
045570
CONCRETE OVERLAYCOLD MILL 2" EXISTING PAVEMENT AND CONSTRUCT 2" ASPHALT

R/WSBCTA PROP
BEG SWKSTA 9+18.54
23 20
15 15
15 DISPOSITION PLANSREMOVE/RELOCATE EXISTING POWER POLE, SEE UTILITY C
C
   
 Packet Pg. 774
REV. DATE APP. 5-18-2018 BY SUB.

DESIGNED BYDRAWN BYCHECKED BYAPPROVED BYDATE
CONTRACT NO.

REVISION SHEET NO.

DRAWING NO.

SCALE
1/15/2019 11:50:53 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\3041\990937_42\26495-06-CR24102.DGN OMAP-INPICS02$

ESSI AL
ER E

NE IG N

ER G SI

D RET E
T TA E
S

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

WM
W
WM
W
9 10
174+00 174+50 175+00 175+50
1"=10'
CR24102

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

EAST CENTRAL AVENUE
CONSTRUCTION NOTES:

GRADE CROSSING LAYOUT

1. ES4011 AND ES4012, WHICHEVER IS APPLICABLE.SHALL COMPLY WITH SCRRA ENGINEERING STANDARDSPEDESTRIAN FACILITIES AT VEHICLE CROSSINGS NOTES:
> MT
> MT
10' 10'

EX SBCTA R/W

EX CITY R/W

EX CITY R/W
15'
15'

27.5' 27.5'

27.5' 27.5'
3448
50 50
50 50
50 48
MP 59.11 (2.38)STA > MT = 174+79.77STA > CENTRAL AVENUE = 9+89.94 SWK

13.25'
15'

PROP EASEMENT

PROP SBCTA R/W

EX CITY R/W

PROP TCE
21'
SWK

EX CITY R/W EX CITY R/W

PROP EASEMENT

PROP TCE

4.5' 4.5'

4.5' 4.5'
SWK
11'

PROP TCE

EX SBCTA R/W

EX SBCTA R/W
34 34
34 34

36.50' LTSTA 10+03.11

0.00' LTSTA 9+74.86

0.00' LTSTA 10+05.02

36.50' RTSTA 9+74.86
CR24401SEE SHT
CR24401SEE SHT
17'
EAST CENTRAL AVENUE - MP 59.11 (2.38)
ELEV = 1008.7'PROP PB LID
ELEV = 1008.2'PROP PB LID
ELEV = 1007.5'PROP PB LID
ELEV = 1009.1'PROP PB LID
SEE NOTE 2

2. PROTECT UTILITY - USE SHALLOW FOUNDATION.

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 CR24401SEE SHT
CR24401SEE SHT
SWK
5'
20'
15'
   
 Packet Pg. 775
REV. DATE APP. 5-18-2018 BY SUB.

DESIGNED BYDRAWN BYCHECKED BYAPPROVED BYDATE
CONTRACT NO.

REVISION SHEET NO.

DRAWING NO.

SCALE
1/15/2019 11:53:48 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\3041\990937_43\26495-06-CR24201.DGN OMAP-INPICS02$

ESSI AL
ER E

NE IG N

ER G SI

D RET E
T TA E
S

OF CALIFORNIA
Exp. 12/31/19
GN SO
HENG
SNIAJ J. KUO
J. BROWN
0 02-06-19 CONFORMED TJ SG
10+00 11+00
CL1005 CL1015
RT1010
7+00 8+00 9+00
(1.0%)

EXISTING GRADE AT TOP OF NORTH CURB
(0.4%)
PROPOSED GRADE AT RECORD >
EXISTING GRADE AT RECORD >
LM1010 RM1010
CL1005 CL1015
LT1010 LM1010
RT1010
RM1010
(2.45%)
LT1010
VC = 50' PVI = 1009.60
G1 = 2.00% G2 = 0.76%
@ 9+50.00
1009.10 TC
9+25.00 BVC
1009.33 TC
9+37.50
1009.52 TC
9+50.00
1009.52 TC
9+50.00
1009.68 TC
9+62.50
1009.79 TC
9+75.00 EVC
9+78.98 GB
10+00.09 GB
10+65.00 GB

2.00%
9 0.76% -0.07%
+15.00 GB
1008.90 TC

4.50' LT BC
1009.78 TC

4.50' LT BC
1009.82 TC

4.50' LT
1009.83 TC

4.50' LT
9+15.00 GB
1009.10 TC
9+25.00 BVC
1009.33 TC
9+37.50
1009.53 TC
9+50.00
1009.53 TC
9+50.00
1009.68 TC
9+62.50
1009.80 TC
9+75.00 EVC
9+79.80 GB
10+00.91 GB
10+65.00 GB

2.00% 0.81% 0.08%
G1 = 2.00% G2 = 0.81%
@ 9+50.00
VC = 50' PVI = 1009.60
1009.90 TC

4.50' RT EC
1008.90 TC

4.50' RT EC
1009.84 TC

4.50' RT
1009.85 TC

4.50' RT

PROPOSED GRADE AT TOP OF NORTH CURB

PROPOSED GRADE AT TOP OF SOUTH CURB
(1.32%)
(-0.2%)

PROPOSED GRADE AT TOP OF NORTH MEDIAN CURB

PROPOSED GRADE AT TOP OF SOUTH MEDIAN CURB

EXISTING GRADE AT NORTH MEDIAN CURB

EXISTING GRADE AT SOUTH MEDIAN CURB

EXISTING GRADE AT SOUTH CURB
(1005.77 TC)
1006.00 TC
8+47.50
1006.27 TC
8+55.00
1006.27 TC
8+55.00
1006.58 TC
8+62.50
1006.93 TC
8+70.00 PRVC
1007.83 TC
8+90.00
1008.53 TC
9+10.00
1008.53 TC
9+10.00
1009.05 TC
9+30.00
1009.37 TC
9+50.00 EVC
9+57.26 GB
9+76.59 GB
9+86.80
9+96.70 GB
10+16.03 GB
1009.26 TC
10+50.00 BVC
1009.14 TC
10+70.00
1009.10 TC
10+90.00
1009.10 TC
10+90.00
1009.14 TC
11+10.00
(1009.27 TC)

1.14% -1.88% 0.03%

2.26%
-0.80%
11+30.00 EVC

JOIN EXIST
8+40.00 BVC

JOIN EXIST
8" CF
1009.45 TC
8" CF
1009.53 TC
0" CF
1009.09 TC
0" CF
1009.09 TC
1009.09 TR
174+47.61 (MT)VC = 80' PVI = 1008.91 8" TO 0" TRANSITION

CURB HEIGHT

19.33' 19.33'
0" TO 8"TRANSITIONCURB HEIGHT
@ 9+10.00
G1 = 4.95% G2 = 1.14%
VC = 80' PVI = 1008.94
@ 10+90.00
G1 = -0.80% G2 = 0.83%
G1 = 2.80% G2 = 4.95%
@ 8+55.00
VC = 30' PVI = 1006.19
1009.17 FS
1009.17 FS
9+79.89 GB
10+00.00 GB
(1009.23 FS)

0.04%
11+30.00 GB

JOIN EXIST
9+89.94
174+79.77 (MT)
1009.17 TR

0.03%
G1 = 1.50% G2 = 3.32%
@ 8+40.00
VC = 80' PVI = 1005.94
1005.34 FS
8+00.00 BVC
1005.69 FS
8+20.00
1006.12 FS
8+40.00
1006.12 FS
8+40.00
1006.65 FS
8+60.00
1007.27
8+80.00 PRVC
1007.80 FS
8+97.50
1008.24 FS
9+15.00
1008.58 FS
9+32.50
1008.83 FS
G1 = 3.32% G2 = 1.14%
@ 9+15.00
VC = 70' PVI = 1008.43
9 1.14%
+50.00 EVC
1005.05 TC
1005.43 TC
8+20.00
1005.95 TC
8+40.00
1005.95 TC
8+40.00
1006.63 TC
8+60.00
1007.46 TC
8+80.00 PRVC
1008.18 TC
8+97.50
1008.75 TC
9+15.00
1008.75 TC
9+15.00
1009.17 TC
9+32.50
1009.45 TC
9+50.00 EVC
9+63.86 GB
9+83.19 GB
10+03.30 GB
10+22.63 GB
(1009.30 TC)

1.14% -1.85% 0.03% 1.16% -1.08%
G1 = 1.50% G2 = 4.53%
@ 8+40.00
VC = 80' PVI = 1005.65
G1 = 4.53% G2 = 1.14%
@ 9+15.00
VC = 70' PVI = 1009.05
8" TO 0"

TRANSITION

CURB HEIGHT

19.33'
8" CF
1009.60 TC
0" CF
1009.25 TC

19.33'
0" TO 8"TRANSITIONCURB HEIGHT
0" CF
1009.25 TC
8" CF
1009.48 TC
10+39.00 GB

JOIN EXIST
8+00.00 BVC

END CURB
1009.25 TR
175+11.94 (MT)
9+93.24
CR24201

ROADWAY IMPROVEMENT
HORIZ 1"=20'
PROFILE VERT 1"=4'
EAST CENTRAL AVENUE - MP 59.11 (2.38)
   
 Packet Pg. 776
REV. DATE APP. 5-18-2018 BY SUB.

DESIGNED BYDRAWN BYCHECKED BYAPPROVED BYDATE
CONTRACT NO.

REVISION SHEET NO.

DRAWING NO.

SCALE
1/15/2019 11:53:57 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\3041\990937_44\26495-06-CR24301.DGN OMAP-INPICS02$

ESSI AL
ER E

NE IG N

ER G SI

D RET E
T TA E
S

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

WEST OF CROSSING
R/W
TO

0.2%
-2.9%
R/W
CL
TO -0.2%
-3.4%
44'
32' 32'
44'
9'

EAST OF CROSSING
R/W
TO

0.2%
-2.4%
R/W
CL
TO -0.2%
-1.8%
32' 32'
44'
9'
VAR 6'
MAX
2%
MAX
2%
20 20
15 15
15 13 13
13 5 5
5 10
15 5
13 10
44'
2:1
2:1
MAX
2%
20 2:1
2:1
1'
1'

IT OCCURS

MEDIAN WHERE

IT OCCURS

MEDIAN WHERE

CURBEXIST

PLANTEREXIST

EX EX

EX EX
NTSNTS

EAST CENTRAL AVENUE

EAST CENTRAL AVENUE
11'
PROP
TCE
PROP
TCE
PROP

EASEMENT

1.57'
1'

11.5'

9.63'
TO 13.25'

8.50'

FENCEEXIST

CURBEXIST
174+50
20 5

SECTION A-A
NTS

0.5%
3 9.72%
6' 5'
VAR
56 9'

EX PCC PVMT
20 5

SECTION B-B
NTS

9.25' 4'
TCE
PROP
2%

6.31%

8.61'

EX AC PVMT
77 R/W
EX

SECTION C-C
NTS

9.36'

MATCH EXISTING
8'

EX AC PVMT
CONSTRUCTION NOTES:
1"=10'
CR24301

ROADWAY IMPROVEMENT
5'
11'
6'

TYPICAL SECTION & CONSTRUCTION DETAILS
1009.41 BW38.00' LT10+68.50
8" CF1008.45 TC32.00' LT9+07.50
8" CF1007.05 TC32.00' LT8+72.50
6'

9.25'
10 1315
20 1008.30 FS38.00' LT9+02.00
1007.34 FS38.00' LT8+78.00
JOIN EXIST(1007.58)52.00' LT9+03.85
8" CF1009.48 TC32.00' LT10+22.50 1009.76 FS

41.25' LT10+28.00
1009.39 FS41.25' LT10+62.00
8" CF1009.15 TC32.00' LT10+67.50
JOIN EXIST(1009.49)45.25' LT10+64.19
9'
JOIN EXIST(1006.91)52.00' LT8+73.35
5 CONSTRUCT FULL AC PAVEMENT SECTION, DEPTHS OF AC AND AB PER SHEET CR00006 CONSTRUCT 8" HIGH TYPE A CURB PER CITY OF SAN BERNARDINO STD PLAN NO. 200 1007.1743.00' LT8+73.35
1008.2443.00' LT 9+03.85
JOIN EXIST(1007.64)54.70' LT 9+12.75
JOIN EXIST(1007.78)56.88' LT 9+34.65
N
N

0.5%
JOIN EXIST(1009.84)45.25' LT10+28.00
JOIN EXIST(1009.47)45.25' LT10+62.00

SEE FENCING PLANSRESET GATE TRACK

PROP TCE
2%
JOIN EXIST(1007.76)53.50' LT 9+35.02
JOIN EXIST(1007.68)1008.80 TC 50.22' LT9+13.25

DETAIL A

DETAIL B

EX CITY R/W

13.25'

PROP TCE

PROP TCE
20 15
15 15
23 23
23 3 SAWCUT EXISTING PAVEMENT
3 3
5' 4.5'
5'
1008.07 TC1007.74 FS51.91' LT 9+30.18
1008.75 FS44.70' LT9+13.87
1007.83 FS47.93' LT 9+35.76
1007.80 FS46.44' LT
1008.74 FS 9+30.7250.12' LT9+17.29
1008.79 FS45.15' LT 9+17.84
1008.81 FS43.00' LT 9+18.08
1008.70 FS43.00' LT 9+14.06
4'
1009.54 TC34.00' LT10+20.00
1009.09 TC34.00' LT9+96.51
1009.5245.25' LT10+20.00

0.5%
1006.09 TC32.00' LT8+50.00
JOIN EXIST(1005.77 TC)32.00' LT8+40.00

GRADE BREAK LINE (TYP)
20 20
AA
BB
EAST CENTRAL AVENUE - MP 59.11 (2.38)
6" AB8" PCC
20 15
42 INSTALL METAL HAND RAILING PER SPPWC STD 606-4, TYPE PER PLAN 42 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 NO. 200CONSTRUCT 8" HIGH TYPE B CURB AND GUTTER PER CITY OF SAN BERNARDINO STD PLAN PER PLANCONSTRUCT 4" PCC SIDEWALK PER CITY OF SAN BERNARDINO STD PLAN NO. 202, WIDTH WIDTH PER PLANCONSTRUCT COMMERCIAL DRIVEWAY PER CITY OF SAN BERNARDINO STD PLAN NO. 204,

MODIFIED
> DWY, W = 34'
STA 10+45.00

MODIFIED
> DWY, W = 24'
STA 8+90.00
3 5
1 1 PROTECT IN PLACE
1008.47 FL3 TOTALCASE II
1 EX GRATE INLET
(1009.38 FS)EX GRATE INLET

IRRIGATION APPURTUNANCES RELOCATE CONFLICTING
77 PROTECTION SURFACE (3" NOMINAL ROCK DIAMETER)CONSTRUCT 5' WIDE X 8' LONG X 6" DEPTH GROUTED ROCK DRAINAGE    
 Packet Pg. 777
REV. DATE APP. 5-18-2018 BY SUB.

DESIGNED BYDRAWN BYCHECKED BYAPPROVED BYDATE
CONTRACT NO.

REVISION SHEET NO.

DRAWING NO.

SCALE
1/15/2019 11:54:31AM
p:\pwworking\sac\d0756163\SANBAG-ICS-HALF.tbl
C:\Program Files (x86)\Com m on Files\InterPlot\IPLOT\bin\iplotdrvm .plt \\OMAP-INPICS01\ICSforPDF\3041\990937_45\26495-06-CR24401.DGN OMAP-INPICS02$

ESSI AL
ER E

NE IG N

ER G SI

D RET E
T TA E
S

OF CALIFORNIA
Exp. 12/31/19
GN SO
HENG
SNIAJ J. KUO
J. BROWN
0 02-06-19 CONFORMED TJ SG
R R
WM
174+25 174+50
R R
WM
175+00 175+25
5 0 5 10
SCALE: 1"=5'-0"
N

CURB FACE

GUTTER LIP

CURB FACE

GUTTER LIP
CR24401
GRADE CROSSING DETAILS 1"=5'

ROADWAY IMPROVEMENT

SOUTH SIDE
CONSTRUCTION NOTES:
> MT
> MT

6.5'
45°

2.5'

CURB FACE

GUTTER LIP

CURB FACE
45°

4.5'

2.5'

EX CITY R/W

EX SBCTA R/W EX SBCTA R/W
40 7'X4'

5.5'
L=7'46.50' LTSTA 10+02.58
1009.04 BW53.00' LTSTA 9+94.53
1009.30 BW53.00' LTSTA 10+08.61
1009.32 BW45.25' LTSTA 10+09.41
1009.03 BW53.00' LTSTA 9+74.43
40 41
39 39
41 3839
40 41

6.5'
7'X5'

10.05'
21'

33.5'
5'

14.07'

6.5'
5' 4.5'
1009.30 BW53.00' LTSTA 9+60.35
L=7'46.50' LTSTA 9+70.07
1009.30 BW43.00' LTSTA 9+61.38

4.25'

EAST CENTRAL AVENUE

EAST CENTRAL AVENUE
INSTALL METAL HAND RAILING PER SCRRA ENGINEERING STD ES4005 38 38
3'
3'

EX CITY R/W

PROP SBCTA R/W

PROP TCE

PROP EASEMENT

PROP TCE
1009.70 BW43.00' RTSTA 9+61.72
8" CF1009.53 TC32.00' LTSTA 10+16.03
8" CF1009.48 TC32.00' RTSTA 10+22.63
JOIN EXIST(1010.05 FS)53.00' RTSTA 10+39.00
JOIN EXIST(1009.30 TC)32.00' RTSTA 10+39.00
8" CF1009.45 TC32.00' RTSTA 9+57.26
EAST CENTRAL AVENUE - MP 59.11 (2.38)

14.07'

7.79'
20 3 SAWCUT EXISTING PAVEMENT
20 3
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), NO. 202, WIDTH PER PLANCONSTRUCT 4" PCC SIDEWALK PER CITY OF SAN BERNARDINO STD PLAN

2.7'
ES4002, LAYOUT PER PLAN AND AS MODIFIED BY NOTE 3.INSTALL PEDESTRIAN SWING GATE PER SCRRA ENGINEERING STD

No.

REG ISTERED PROFESSIONAL ENG INEER

STATE OF CALIFORNIA CIVIL

CHRISTOPLIS

CHARLES
045570

4.9'
5'
45°
5'

NORTH SIDE
41 2.5'
5'x3'
40 40
3'x3'
45° 3.6'
5'

4.9'

2.5'
41 40
5'X3'
40 3'X3' L=5'

45.50' RTSTA 10+09.71 38
L=5'45.50' RTSTA 9+74.86 38 39
1009.30 BW53.00' RTSTA 9+85.35
1009.44 BW53.00' RTSTA 9+71.72

13.6'

14.1'
0" CF1009.09 TC32.00' LTSTA 9+76.59
0" CF1009.09 TC32.00' LTSTA 9+96.70
0" CF1009.25 TC32.00' RTSTA 9+83.19
0" CF1009.25 TC32.00' RTSTA 10+03.30

7.5'
1009.31 BW53.00' RTSTA 10+05.46

7.5'
39 8" CF1009.60 TC32.00' RTSTA 9+63.86
10'
   
 Packet Pg. 778
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    
 Packet Pg. 779
REV. DATE APP. 5-18-2018 BY SUB.

DESIGNED BYDRAWN BYCHECKED BYAPPROVED BYDATE
CONTRACT NO.

REVISION SHEET NO.

DRAWING NO.

SCALE
8/23/2018 12:02:32 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_29\26495-06-CR20101.DGN OMAP-INPICS02$

ESSI AL
ER E

NE IG N

ER G SI

D RET E
T TA E
S

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

Asph.

Asph.
152 153 154
8 9 10 11 12 13
N
No.

REG ISTERED PROFESSIONAL ENG INEER

STATE OF CALIFORNIA CIVIL

CHRISTOPLIS

CHARLES
045570
9'
9'

EAST MILL STREET
CONSTRUCTION NOTES:
20 0 20 40
SCALE: 1"=20'
> MT

EAST MILL STREET
32' 32'
1"=20'
CR20101

ROADWAY IMPROVEMENT
5'
FH
5'
1 4.5' LT8+75.00 BC
32'
32'

MHSEWER

0.5'R
2 4.5' RT8+75.00 EC
END ISLAND9+79.88
No.

CURVE DATA
T
L

4.50 N/A 14.14 4.50 180°00'00" 14.14
180°00'00"
N/A
1 2
WV
WV
WV
LAYOUT
34'

EX CITY R/W

EX SBCTA R/W

EX CITY R/W

EX CITY R/W
(50' R/W)
10 13
15 20
3 4
10 1 PROTECT IN PLACE
1 13
5 15
1 5
15 20
4 5
13 10
15 3
3 4
15 5
20 20
20 4
1 1 REMOVE EXISTING AC PAVEMENT
345
6 REMOVE EXISTING SIDEWALKREMOVE EXISTING CURB & GUTTER 10 15
23 23
23 3
4 1
1 1
10 4
2 2
10 10
1 1
5 5
2 5
6 3
10 1
4 6
15 4
2 2
2 2
6 2 ADJUST TO GRADE, ITEM PER PLAN
23 49
49 INSTALL SIGNAL HOUSE
3 SAWCUT EXISTING PAVEMENT
5 REMOVE EXISTING RAILROAD SIGNAL
SWK
8'
(41.25' R/W)
3 3
42'
WV
(46.25' R/W) (41.25' R/W)
TREE
TREE
2 STA > E MILL STREET = 9+89.94STA > MT = 152+72.95MP 58.70 (1.97) BEG ISLAND10+00.00
4'
1'

9.25'

4.5' RT11+05.00 EC

4.5' LT11+05.00 BC
DRWYEX
PP
W=12'> DRWYSTA 10+27
JOIN EXISTEND C&G, SWK & PVMTSTA 11+20.00, 32.00' LT
CB
WV
SEE ELEC PLANSSTA 10+40
JOIN EXISTEND C&G, SWK & PVMTSTA 11+26.50, 32.00' RT

0.5'R
REMOVAL NOTES:

FOR DET (TYP)SEE FENCING PLANS
(75'R/W)
(50'R/W)
GV
GV

PROP TCE

PROP TCE
3 4
5'
3 REMOVE EXISTING CURB
12 12
25 1
25 6
1 1 2
2 18 REMOVE EXISTING RAIL EQUIPMENT PER SIGNAL PLANS
18 18
43 43
1 1
3 4
5'
6'
INSTALL STREET LIGHT PER CITY OF SAN BERNARDINO STD PLAN SL-1 (LED) BEG SWK JOIN EXISTSTA 8+60.00, 42.00' RT
4 TREE
1 1
2 WV
2 WV
2 3
3 FOR DET (TYP)SEE DRAINAGE PLANS
12 1

PROP EASEMENT
PP
1 1
GUY
TREE
1 1
PP
1 2
WM GUY
LPL
1 SEE ELEC PLANSSTA 8+77
43 1
1 BOLLARD

BOLLARD
6" AB8" PCC
3 3
5'20 5
1 5
1 5
SWK

8.25'
CURB
1 EAST MILL STREET - MP 58.70 (1.97)
9 56 CONSTRUCT PCC PAVEMENT PER PLAN
9 REMOVE AND SALVAGE EXISTING STREET LIGHT
61 25
25 REMOVE EXISTING PCC PAVEMENT
56 61
61 MODIFIED> DRWY, W=34'STA 11+03
MODIFIED> DRWY, W=42'STA 10+69
MODIFIED> DRWY, W=40'STA 9+25
2 JOIN EXISTBEG C&G, SWK & PVMTSTA 8+00.00, 32.00' LT
JOIN EXISTBEG C&G, PVMTSTA 8+00.00, 32.00' RT
13 13
FDC
4 TOF = 1010.0'RAILROAD ANTENNA
PAD = 1012.4'
14'X10'
SEE SIGNAL PLANS FOR DET (TYP)ELEV PER SHEET CR20102PROP PB (TYP)

REMOVE EXISTING LANDSCAPING AND IRRIGATION
DOT 027215C, CPUC 101 SG-58.70
2 UNDER SWK DRAIN
VACAIR

GUYPP &
2 WM
2 PB
VACAIR
2 BO
2 PP
SEE SHT CR20301

CITY R/WEX

DETAIL C
SEE SHT CR20301 DETAIL A
SEE SHT CR20301DETAIL B
BFP

FOR DISPOSITIONSEE UTILITY PLANS GAS VENT
SIGN
2 PB

REMOVE EXISTING DRIVEWAY
CONSTRUCT 6" HIGH TYPE A CURB PER CITY OF SAN BERNARDINO STD PLAN NO. 200CONCRETE OVERLAYCOLD MILL 0.12' EXISTING PAVEMENT AND CONSTRUCT 0.12' ASPHALT SHEET CR00006CONSTRUCT 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. 200CONSTRUCT 8" HIGH TYPE A CURB PER CITY OF SAN BERNARDINO STD BERNARDINO STD PLAN NO. 200CONSTRUCT 8" HIGH TYPE B CURB AND GUTTER PER CITY OF SAN NO. 202, WIDTH PER PLANCONSTRUCT 4" PCC SIDEWALK PER CITY OF SAN BERNARDINO STD PLAN PLAN NO. 204, WIDTH PER PLANCONSTRUCT COMMERCIAL DRIVEWAY PER CITY OF SAN BERNARDINO STD STD ES4011CONSTRUCT DRIVEWAY FOR MAINTENANCE ACCESS PER SCRRA ENGINEERING

TCEPROP
SW

13.25'

DISPOSITION PLANSREMOVE/RELOCATE EXISTING POWER POLE , SEE UTILITY SWK
8'

IRRIGATION

LANDSCAPE &
1 1

IRRIGATION

LANDSCAPE &
1 1
08-28-18 ADDENDUM 1 EA CC
1 361 OF 2425
   
 Packet Pg. 780
REV. DATE APP. 5-18-2018 BY SUB.

DESIGNED BYDRAWN BYCHECKED BYAPPROVED BYDATE
CONTRACT NO.

REVISION SHEET NO.

DRAWING NO.

SCALE
5/24/2018 10:10:14 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_32\26495-06-CR20102.DGN OMAP-INPICS01$

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
R R
R R
Asph.

W
W
Mill St.

T
W
W
Bollards
irr BFs
fire and
vent
G
casing
9 10 11
152+00 152+50 153+00 153+50
1"=10'
CR20102

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

EAST MILL STREET
CONSTRUCTION NOTES:

GRADE CROSSING LAYOUT
34 34
48 50
48 50
50 50
10' 10'
> MT
> MT
ES4011 AND ES4012, WHICHEVER IS APPLICABLE.SHALL COMPLY WITH SCRRA ENGINEERING STANDARDSPEDESTRIAN FACILITIES AT VEHICLE CROSSINGS NOTES:

EX SBCTA R/W

EX CITY R/W

EX CITY R/W EX CITY R/W

EX CITY R/W
15'
15'
15'

13.25'
8'SWK
34 34
34 MP 58.70 (1.97)STA > MT = 152+72.95STA > E MILL STREET = 9+89.94

PROPOSED TCE

4.5' 4.5'

EX SBCTA R/W

EX SBCTA R/W
CR20401SEE SHT
CR20401SEE SHT
CR20401SEE SHT
CR20401SEE SHT

0.00' LTSTA 10+05.03

0.00' LTSTA 9+74.86

36.50' RTSTA 9+74.86
EAST MILL STREET - MP 58.70 (1.97)
ELEV = 1012.1'PROP PB LID
ELEV = 1012.0'PROP PB LID
ELEV = 1011.8'PROP PB LID
ELEV = 1012.2'PROP PB LID
SEE NOTE 3
SEE NOTE 3

1. 2.

3. SEE NOTE 2
PROTECT UTILITY - USE SHALLOW FOUNDATION.

UTILITY LINE.PROTECT UTILITY - HAND DIG OR POTHOLE EXISTING 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 SEE NOTE 236.50' LTSTA 10+05.03
19'-0"

PROPOSED METERING PEDESTAL
8'SWK

19.86'
15'
362 OF 2425
   
 Packet Pg. 781
REV. DATE APP. 5-18-2018 BY SUB.

DESIGNED BYDRAWN BYCHECKED BYAPPROVED BYDATE
CONTRACT NO.

REVISION SHEET NO.

DRAWING NO.

SCALE
5/24/2018 10:13:55 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_30\26495-06-CR20201.DGN OMAP-INPICS02$

ESSI AL
ER E

NE IG N

ER G SI

D RET E
T TA E
S

OF CALIFORNIA
Exp. 12/31/19
GN SO
HENG
SNIAJ J. KUO
J. BROWN
(-0.38%)
(-0.93%)
10+00 11+00
LT1010 RT1015 CL1005

EXISTING GRADE AT TOP OF NORTH CURB
PROPOSED GRADE AT RECORD >
EXISTING GRADE AT RECORD >

EXISTING GRADE AT TOP OF SOUTH CURB
7+00 8+00 9+00
(-0.60%)
CL1015
LM1010
RM1010
(0.74%)
(0.86%)
(0.51%)
CL1010
RT1015 RM1010 CL1005 CL1010 CL1015
LM1010
LT1010
9+89.94
152+72.95 (MT)
1012.15 TR
RT1010
RT1010

PROPOSED GRADE AT TOP OF NORTH CURB

PROPOSED GRADE AT TOP OF SOUTH CURB
8+70.50 GB
8+75.00 GB
1011.49 TC
8+90.00 BVC
1011.77 TC
9+02.50
1012.00 TC
9+15.00
1012.00 TC
9+15.00
1012.19 TC
9+27.50
1012.34 TC
9+40.00 EVC
1012.44 TC
9+50.00 GB
9+80.37 GB
10+00.49 GB
1012.82 TC
10+30.00 BVC
1012.81 TC
10+42.50
1012.76 TC
10+55.00
1012.76 TC
10+55.00
1012.65 TC
10+67.50
1012.50 TC
10+80.00 EVC
11+05.00 GB
11+09.50 GB

1.56%

2.40%

1.00% 1.12% 0.15%
-1.43%

2.00%
G1 = 2.40% G2 = 1.00%
@ 9+15.00
VC = 50' PVI = 1012.09
G1 = 0.15% G2 = -1.43%
@ 10+55.00
VC = 50' PVI = 1012.85
1011.06 TC

0.00' RT
1011.13 TC

4.50' RT EC
1012.78 TC

4.50' RT
1012.77 TC

4.50' RT
1012.14 TC

4.50' RT EC
1012.23 TC

0.00' RT
G1 = 0.11% G2 = -1.48%
@ 10+55.00
VC = 50' PVI = 1012.85
8+70.50 GB
8+75.00 GB
1011.52 TC
8+90.00 BVC
1011.80 TC
9+02.50
1012.03 TC
9+15.00
1012.03 TC
9+15.00
1012.23 TC
9+27.50
1012.38 TC
9+40.00 EVC
1012.43 TC
9+45.00 GB
9+79.40 GB
9+99.52 GB
1012.82 TC
10+30.00 BVC
1012.81 TC
10+42.50
1012.75 TC
10+55.00
1012.75 TC
10+55.00
1012.64 TC
10+67.50
1012.48 TC
10+80.00 EVC
11+05.00 GB
11+09.50 GB

2.22%

2.40% 1.02% 1.08% 0.11%
-1.48%

2.67%
G1 = 2.40% G2 = 1.02%
@ 9+15.00
VC = 50' PVI = 1012.12
1011.06 TC

0.00' LT
1012.80 TC

4.50' LT
1012.79 TC

4.50' LT
1011.16 TC

4.50' LT BC
1012.23 TC

0.00' LT
1012.11 TC

4.50' LT BC
1008.80 TC
1009.00 TC
8+15.00
1009.31 TC
8+30.00
1009.31 TC
8+30.00
1009.73 TC
8+45.00
1010.25 TC
8+60.00 PRVC
1010.94 TC
8+80.00
1011.51 TC
9+00.00
1011.51 TC
9+00.00
1011.93 TC
9+20.00
1012.22 TC
9+40.00 EVC
9+64.00 GB
9+83.33 GB
1012.11 TR
153+05.13 (MT)
9+93.39
10+03.45 GB
10+22.78 GB
1012.40 TC
10+30.00 BVC
1012.25 TC
10+42.50
1012.06 TC
10+55.00
1012.06 TC
10+55.00
1011.85 TC
10+67.50
1011.61 TC
10+80.00 PRVC
1011.42 TC
10+90.00
1011.26 TC
11+00.00
1011.26 TC
11+00.00
1011.12 TC
11+10.00
1011.01 TC
11+20.00 EVC
11+26.50 GB

1.00%

1.10% -1.91% -0.01% 1.89% -1.10%
-1.00%
G1 = 1.00% G2 = 3.83%
@ 8+30.00
VC = 60' PVI = 1009.10
G1 = 3.83% G2 = 1.10%
@ 9+00.00
VC = 80' PVI = 1011.78
G1 = -1.10% G2 = -2.04%
@ 10+55.00
VC = 50' PVI = 1012.12
G1 = -2.04% G2 = -1.00%
@ 11+00.00
VC = 40' PVI = 1011.21
8+00.00 BVC

JOIN EXIST
8" CF
1012.48 TC
0" CF
1012.11 TC
0" CF
1012.11 TC
8" CF
1012.48 TC
0" TO 8"

TRANSITION

CURB HEIGHT

19.33'
8" TO 0"

TRANSITION

CURB HEIGHT

19.33'

PROPOSED GRADE AT TOP OF NORTH MEDIAN CURB

EXISTING GRADE AT SOUTH MEDIAN CURB PROPOSED GRADE AT TOP OF SOUTH MEDIAN CURB

EXISTING GRADE AT NORTH MEDIAN CURB
(1009.03 TC)
1009.23 TC
8+15.00
1009.53 TC
8+30.00
1009.53 TC
8+30.00
1009.93 TC
8+45.00
1010.44 TC
8+60.00 PRVC
1011.11 TC
8+80.00
1011.65 TC
9+00.00
1011.65 TC
9+00.00
1012.07 TC
9+20.00
1012.35 TC
9+40.00 EVC
9+57.11 GB
9+76.44 GB
1012.18 TR
152+40.76 (MT)
9+86.50
9+96.55 GB
1012.39 TC
10+30.00 BVC
1012.22 TC
10+42.50
1012.01 TC
10+55.00
1012.01 TC
10+55.00
1011.75 TC
10+67.50
1011.44 TC
10+80.00 PRVC
1011.20 TC
10+90.00
1011.01 TC
11+00.00
1011.01 TC
11+00.00
1010.88 TC
11+10.00
11+20.00 EVC

1.10% -1.88% -0.01% 1.89% -1.10%
G1 = 1.00% G2 = 3.69%
@ 8+30.00
VC = 60' PVI = 1009.33
G1 = 3.69% G2 = 1.10%
@ 9+00.00
VC = 80' PVI = 1011.91
8+00.00 BVC

JOIN EXIST

JOIN EXIST
(1010.79 TC)
8" CF
1012.54 TC
0" CF
1012.18 TC
0" CF
1012.18 TC
8" TO 0"

TRANSITION

CURB HEIGHT

19.33' 0" TO 8"

CURB HEIGHT TRANSITION

19.33'
10+15.88 GB
8" CF
1012.54 TC
G1 = -1.10% G2 = -2.67%
@ 10+55.00
VC = 50' PVI = 1012.11
G1 = -2.67% G2 = -0.60%
@ 11+00.00
VC = 40' PVI = 1010.91
(1008.93 FS)
1009.12 FS
8+15.00
1009.37 FS
8+30.00
1009.37 FS
8+30.00
1009.70 FS
8+45.00
1010.10
8+60.00 PRVC
1010.64 FS
8+80.00
1011.09 FS
9+00.00
1011.09 FS
9+00.00
1011.44 FS
9+20.00
1011.71 FS
9+40.00 EVC
1012.15 FS
9+79.88 GB
1012.14 FS
10+00.00 GB
1012.20 FS
10+30.00 BVC
1012.20 FS
10+42.50
1012.15 FS
10+55.00
1012.15 FS
10+55.00
1012.04 FS
10+67.50
1011.89
10+80.00 PRVC
1011.75 FS
10+90.00
1011.64 FS
11+00.00
1011.64 FS
11+00.00
1011.56 FS
11+10.00
11+20.00 EVC

1.10% -0.01% 0.20%
G1 = 1.00% G2 = 2.91%
@ 8+30.00
VC = 60' PVI = 1009.23
G1 = 2.91% G2 = 1.10%
@ 9+00.00
VC = 80' PVI = 1011.27 G1 = 0.20% G2 = -1.47%
@ 10+55.00
VC = 50' PVI = 1012.25
G1 = -1.47% G2 = -0.50%
@ 11+00.00
VC = 40' PVI = 1011.59
8+00.00 BVC

JOIN EXIST

JOIN EXIST
(1011.49 FS)
(1008.80 TC)

JOIN EXIST
(1010.94 TC)
CR20201

ROADWAY IMPROVEMENT
HORIZ 1"=20'
PROFILE VERT 1"=4'
EAST MILL STREET - MP 58.70 (1.97)
363 OF 2425
   
 Packet Pg. 782
REV. DATE APP. 5-18-2018 BY SUB.

DESIGNED BYDRAWN BYCHECKED BYAPPROVED BYDATE
CONTRACT NO.

REVISION SHEET NO.

DRAWING NO.

SCALE
8/23/2018 12:02:47 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_31\26495-06-CR20301.DGN OMAP-INPICS02$

ESSI AL
ER E

NE IG N

ER G SI

D RET E
T TA E
S

OF CALIFORNIA
Exp. 12/31/19
GN SO
HENG
SNIAJ J. KUO
J. BROWN
R/W
TO -0.3%
-2.4%
R/W
CL
TO

0.3%
-1.1%
R/W
TO -0.3%
-3.5%
R/W
CL
32'
32'
50'
18'
TO

0.3%
-4.2%
32'

41.25'

WEST OF CROSSING

EAST OF CROSSING
9'

46.25'
MAX
M
2%
AX
2%
MAX
2%
MAX
2%

EAST MILL STREET

EAST MILL STREET
5 5
20 20
15 15
13 13
10 5 5
20 20
15 13
13 15
10 41.25'

9.25'
TO 9'
VAR 8'
2:1
2:1
2:1
2:1
2:1
2:1

17.5'

IT OCCURS

MEDIAN WHERE

IT OCCURS

MEDIAN WHERE

8.25'
EX
EX

EX EX

13.25'
PROP
TCE
9'
32'
NTS
NTS
2:1 PVMT

ASPH EXIST

EASEMENT

PERMANENT
PROP
1'
5'
Asph.
153+00
PB
PB
PB
4"
6" 4"
4"

EXIST GROUND
NTS
PROP
HAND
RAIL

PROP SIDEWALK
6"

WALKWAY TURNDOWN SECTION DETAIL
2" CLR
2" CLR
#4

BAR (TYP)
#4
@ 18" O.C.
18"
18"
VARIES
20 5

SECTION A-A

EX AC PVMT
NTS
5 0.5%
30' 8.75' 9.25'
TCE
PROP
5'
2'
3 4
VARIES
20 5

SECTION B-B

EX AC PVMT
NTS
5 0.5%

9.25'
TCE
PROP
3 VARIES

8.50' 8.75'
20 5

SECTION C-C
NTS
4' 9.25'
TCE
PROP
3 2%

EX PCC PVMT
56 VAR

0.5'

6.81%

8.31%
4 2'

8.25'
20 5

SECTION D-D

13.25'
TCE
PROP
3 EX PCC PVMT
56 VAR

0.5'
R/W
EXIST
R/W
EXIST
R/W
EXIST
TO
2%
VAR

0.5%
R/W
EXIST

EASEMENT

PERMANENT
PROP

5.5'
15 5.5'
CONSTRUCTION NOTES:
1"=10'
CR20301

ROADWAY IMPROVEMENT

TYPICAL SECTION & CONSTRUCTION DETAILS
15 5
1020

9.25'
4'
4'
1011.25 FS41.25' LT 10+90.00
8" CF1011.09 TC32.00' LT 10+95.50
1011.19 FS41.25' RT11+20.00

9.25' 8.75'

0.5%

9.25'
13 CONSTRUCT FULL AC PAVEMENT SECTION, DEPTHS OF AC AND AB PER SHEET CR00006 8" CF1012.33 TC32.00' RT9+50.50
1012.32 FS41.25' RT9+45.00
1012.38 FS37.00' RT9+69.10
1012.35 FS37.00' RT9+51.50
1011.62 BW50.00' RT9+01.03
JOIN EXIST(1010.45 FS)80.00' RT9+48.20
JOIN EXIST(1010.94 TC)32.00' RT11+26.50
8" CF1011.60 TC32.00' RT10+80.50 8" CF
1010.95 TC32.00' RT11+25.50
JOIN EXIST(1011.38 FS)50.75' RT11+26.50
1012.19 FS41.25' LT 10+48.00
8" CF1012.22 TC32.00' LT 10+42.50
R=2'
1010.86 FS1011.36 TC69.81' RT9+47.27
1011.00 FS1011.50 TC69.68' RT9+67.87
5'
5 N
N
N
W = 40'
> DWY
STA 9+25.00
W = 42'
> DWY
STA 10+69.00
W = 34'
> DWY
STA 11+03.00

DETAIL A

DETAIL B

DETAIL C

0.5%
1011.35 TC32.00' RT8+93.80
JOIN EXIST(1011.87 FS)58.00' LT 10+34.09
JOIN EXIST(1010.96 FS)58.00' LT 10+94.50
1012.41 BW49.50' LT 10+35.71
JOIN EXIST(1011.02 FS)45.50' LT11+19.83
JOIN EXIST(1011.10 BW)49.50' LT11+19.83
1011.22 FS45.50' LT10+96.50

0.5%
2%

0.1%
1012.45 TC32.00' RT10+25.00
8" CF1012.28 TC32.00' RT10+40.00
JOIN EXIST(1009.64 FS)42.00' RT8+60.00
1011.44 BW
5 PROP TCE

PROP TCE

EASEMENTPROP EASEMENT
PROP

8.25'

17.50'

LINE (TYP)GRADE BREAK
1012.44 BW45.25'10+25.01
4 20
20 23
23 23
20 15
15 15
3 4
23 34

SAWCUT EXISTING PAVEMENT
3 3
1011.27 BW49.50' LT 10+91.18
1012.11 BW49.50' LT 10+33.00
1012.57 BW49.50' LT 10+16.00
8" CF1012.29 TC32.00' LT 10+38.00
4" CF1012.02 TC32.00' LT 10+33.00
4" CF1012.16 TC32.00' LT 10+21.00
8" CF1012.54 TC32.00' LT 10+16.00
1012.25 BW49.50' LT 10+21.00
1012.38 BW49.50' LT 10+38.00
1011.40 FS42.00' RT8+93.80

30.5'
41'

EXIST CITY R/W

EXIST CITY R/W
TYPE C
TYPE C
20 20
3 3
AA
B
B
C
EAST MILL STREET - MP 58.70 (1.97)
61 CONSTRUCT 6" HIGH TYPE A CURB PER CITY OF SAN BERNARDINO STD PLAN NO. 200 61 61
56 CONSTRUCT PCC PAVEMENT PER PLAN
56 42 INSTALL METAL HAND RAILING PER SPPWC STD 606-4, TYPE PER PLAN 42 42 204, WIDTH PER PLAN
CONSTRUCT COMMERCIAL DRIVEWAY PER CITY OF SAN BERNARDINO STD PLAN NO. 202, WIDTH PER PLANCONSTRUCT 4" PCC SIDEWALK PER CITY OF SAN BERNARDINO STD PLAN NO.

STD PLAN NO. 200CONSTRUCT 8" HIGH TYPE B CURB AND GUTTER PER CITY OF SAN BERNARDINO CONSTRUCT 8" HIGH TYPE A CURB PER CITY OF SAN BERNARDINO STD PLAN NO. 20095% COMPACTED NATIVE MATERIAL CONSTRUCT STAMPED CONCRETE MEDIAN PAVEMENT, 4" PCC OVER 4" SAND FILL OVER 3 4
6" AB8" PCC
1011.67 FS41.25' RT9+05.00
8" CF1011.49 FS32.00' RT8+99.50

0.5%
C
D
D

13.25'
1012.35 BW45.25'10+40.00

1.0%

2.0% 1011.68 FS 41.25' RT
10+86.00
2%
1'

0.5'

ALONG BWGRADE BREAK
1010.82 FS1011.32 TC71.61' RT9+49.47
1 PROTECT IN PLACE
FENCE 1
82 INSTALL WALKWAY TURNDOWN SECTION PER DETAIL ON SHEET CR00006 82 82
JOIN EXIST(1011.21 BW)45.25' RT11+26.50

5.5'
COLD MILL 0.12' EXISTING PAVEMENT AND CONSTRUCT 0.12' ASPHALT CONCRETE OVERLAY EXISTING 6" PCC MOW CURBREMOVE AND REPLACE
0" CFBEG CURB1012.37 BW50.00' RT9+45.49
BEG 6" CF
JOIN EXISTEND CURB(1010.65 FS)1011.15 TC77.68' RT9+68.75 3'
1 1
1 3'
BEG 6" CF
0" CFBEG CURB1011.77 BW50.00' RT9+10.26
1 1
JOIN EXISTEND CURB(1009.65 FS)(1010.05 TC)80.00' RT9+13.37 JOIN EXISTEND TURNDOWNEND SWK(1009.95 BW) 80.00' RT9+06.33 1 1
08-28-18 ADDENDUM 1 EA CC
25 CONSTRUCT DRIVEWAY FOR MAINTENANCE ACCESS PER SCRRA ENGINEERING STD ES4011 25 1
1 JOIN EXISTBEG TURNDOWNBEG SWK(1009.72 FS)50.00' RT8+60.00 1 No.

REG ISTERED PROFESSIONAL ENG INEER

STATE OF CALIFORNIA CIVIL

CHRISTOPLIS

CHARLES
045570
364 OF 2425
   
 Packet Pg. 783
REV. DATE APP. 5-18-2018 BY SUB.

DESIGNED BYDRAWN BYCHECKED BYAPPROVED BYDATE
CONTRACT NO.

REVISION SHEET NO.

DRAWING NO.

SCALE
8/23/2018 12:03:04 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_33\26495-06-CR20401.DGN OMAP-INPICS02$

ESSI AL
ER E

NE IG N

ER G SI

D RET E
T TA E
S

OF CALIFORNIA
Exp. 12/31/19
GN SO
HENG
SNIAJ J. KUO
J. BROWN
R R
152+25
R R
153+00 153+25

SOUTH SIDE

NORTH SIDE
CR20401
GRADE CROSSING DETAILS 1"=5'

ROADWAY IMPROVEMENT
N
5 0 5 10
SCALE: 1"=5'-0"
CONSTRUCTION NOTES:
6'X3'
3'X3'
3'X3'
7'X3'
7'X3'
1012.20 BW54.00' LTSTA 9+94.18
1012.20 BW54.00' LTSTA 9+74.06
1012.48 BW54.00' LTSTA 9+59.23
1012.48 BW41.00' LTSTA 9+60.48
1012.62 BW41.00' LTSTA 9+50.00
1012.18 TC32.00' LTSTA 9+76.44
1012.36 BW50.00' RTSTA 9+70.19
1012.29 BW53.00' RTSTA 9+73.19
1012.09 BW53.00' RTSTA 9+85.60
1012.60 BW40.00' LTSTA 9+50.00
L=6'46.50' LTSTA 9+69.84
L=5'45.50' RTSTA 9+74.87
1012.42 BW54.00' LTSTA 10+08.23
1012.11 TC32.00' RTSTA 10+03.45
1012.09 BW53.00' RTSTA 10+05.71 1012.22 BW

53.00' RTSTA 10+13.01
L=6'46.50' LTSTA 10+05.03
L=5'45.50' RTSTA 10+09.93

4.95'
5'
5'
45°

2.5'

14.05'

6.37'

7.5'

7.5'
2'

4.95'
45°

CURB FACE

CURB FACE GUTTER LIP

GUTTER LIP

CURB FACE

GUTTER LIP

CURB FACE

GUTTER LIP

12.41'

7.29'
5'

4.95'
5'
45°

2.5'

7.5'
3'
3'
> MT
> MT

2.5'

13.1'

10.5'

4.5'

EX SBCTA R/W

7.5'
10'
9'

EX CITY R/W
39 39
40 40
41 38 38
41 40
41 38
41 39
39 3839
40 41 INSTALL METAL HAND RAILING PER SCRRA ENGINEERING STD ES4005 40 40
40 40
38 3'X3'
40 20'

4.24'
1012.50 BW49.50' LTSTA 10+12.74

EAST MILL STREET

14.83'
3'X3'
6'X3'

PROP TCE

PROP TCE
6'

PROP TCE

EX CITY R/W
1012.44 BW41.00' RTSTA 10+25.00
8" CF1012.48 TC32.00' RTSTA 10+22.78
8" CF1012.54 TC32.00' LTSTA 10+16.00
1012.18 TC32.00' LTSTA 9+96.55
8" CF1012.54 TC32.00' LTSTA 9+57.11
8" CF1012.48 TC32.00' RTSTA 9+64.00
1012.38 TC32.00' RTSTA 9+69.14
1012.37 FS37.00' RTSTA 9+51.50
1012.35 TC32.00' RTSTA 9+51.50
1012.38 FS37.00' RTSTA 9+69.10
EAST MILL STREET - MP 58.70 (1.97)
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), 1012.11 TC32.00' RTSTA 9+83.33

10.96' 1012.38 BW

45.25' RTSTA 10+20.76
1012.18 GB38.00' LTSTA 9+75.79
1012.38 GB38.00' RTSTA 9+65.99
1012.45 GB34.50' RTSTA 9+62.49
1012.53 GB34.50' LTSTA 9+57.49
1012.40 GB34.50' RTSTA 10+21.70
1012.30 GB34.50' LTSTA 10+16.70
1012.26 GB38.00' LTSTA 10+13.20
1012.11 GB38.00' LTSTA 10+04.10
1 1
1 1
1 08-28-18 ADDENDUM 1 EA CC
1 LAYOUT PER PLAN AND AS MODIFIED BY NOTE 3.
1 INSTALL PEDESTRIAN SWING GATE PER SCRRA ENGINEERING STD ES4002,

REG ISTERED PROFESSIONAL ENG INEER

STATE OF CALIFORNIA CIVIL

CHRISTOPLIS

CHARLES
045570
365 OF 2425
   
 Packet Pg. 784
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 366 OF 2425
   
 Packet Pg. 785
REV. DATE APP. 5-18-2018 BY SUB.

DESIGNED BYDRAWN BYCHECKED BYAPPROVED BYDATE
CONTRACT NO.

REVISION SHEET NO.

DRAWING NO.

SCALE
8/23/2018 12:03:45 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_43\26495-06-CR30101.DGN OMAP-INPICS02$

ESSI AL
ER E

NE IG N

ER G SI

D RET E
T TA E
S

OF CALIFORNIA
Exp. 12/31/19
GN SO
HENG
SNIAJ J. KUO
J. BROWN
W
W
W
W
MH
P
P
W
W
W
W
T
W
W
R R
R R
R R
R R
POTS
Asph
206
207
208
209
210
7 8 9 10 11 12
3 4
5 N
No.

REG ISTERED PROFESSIONAL ENG INEER

STATE OF CALIFORNIA CIVIL

CHRISTOPLIS

CHARLES
045570
CONSTRUCTION NOTES:
43'
14'
> MT
5'
STA > SOUTH WATERMAN AVENUE = 9+77.71
20 0 20 40
SCALE: 1"=20'
40' 15'
30'
5'
1"=20'
CR30101

ROADWAY IMPROVEMENT
> MT
MH
WV
SOUTH

WATERMAN
AVENUE
SOUTH

WATERMAN
AVENUE
40'
43'
14'

41.5'
(55' R/W) (55' R/W)

0.5'R
WV

MHSEWER
WV

MHSEWER

MHSEWER
WV
No.

CURVE DATA
T
L
1 09°31'38"
2 09°31'38"
2 1
LAYOUT
MHTEL

EX CITY R/W

EX SBCTA R/W

EX CITY R/W

EX SBCTA R/W

EX CITY R/W
(50'R/W)
(50'R/W)
SWK

6.5'
4'

SAWCUT EXISTING PAVEMENT
1315
20 5
2 ADJUST TO GRADE, ITEM PER PLAN
4 10
3 4
5 13
15 20
20 2
5 3
4 4
10 5
20 4
3 2
20 13
5 10
15 20
2 10
5 1
1 REMOVE EXISTING AC PAVEMENT
34 REMOVE EXISTING CURB & GUTTER5 REMOVE EXISTING SIDEWALK 9 10

REMOVE AND SALVAGE EXISTING STREET LIGHT
2 2
1 1
1 1
10 3
4 5
1 2
2 3
10 2
2 2
10 9
2 4 15
3 13
2 4 15
26 26
2 11 REMOVE EXISTING TREE
15 11
15 26
49 INSTALL SIGNAL HOUSE
49 TREE

EX CITY R/W
3 REMOVE EXISTING RAILROAD SIGNAL
52 52
1 STREET

EAST DUMAS
W=12'
STA 9+96.00
TREE
5'
TREE
TREE
TREE
5'
N0°26'25"W
N0°27'33"W
BC
3+50.00
EC3+63.87
8 BC3+84.15
EC
4+21.39
N89°32'34"E
9 7
10 3 41.51'LT ECR
8+54.88

20.00'LT
4+20.88 PCC

43.00'LT
9+65.50 ECR

1.50'RT BC
7+30.00

1.02'LT EC
7+60.21

5.98'LT BC
7+89.79

8.50'LT EC
8+20.00
3 91°02'56"4 21°20'29"
6 21°26'26"
7 21°20'29"89 21°02'52"
89°58'52"
5 10
INT 9+10.52 SOUTH WATERMAN AVENUE
= 5+00 (WEST DUMAS STREET)
MP 59.76 (3.03)
12'
MH

5.50'RT AP7+00.00
TREE

20.00'LT BC
3+84.15

20.00'RT BC3+84.15

20.00'RT EC3+63.87

20.00'LT
EC
3+63.87
WV
REMOVAL NOTES:

VENTELEC

PROP SBCTA R/W

PROP EASEMENT
MP 59.76 (3.03)STA > MT = 208+65.27
JOIN EXISTEND C&G, SWK & PVMTSTA 10+70.00, 43.00' LT

SEE ELEC PLANS
STA 10+65
PP

SEE ELEC PLANS
STA 4+32

REMOVE EXISTING CURB
1 1 PROTECT IN PLACE
47 RELOCATE FIRE HYDRANT PER UTILITY PLANS
3 3
1 1
4 3
1 2
3 1
1 1
8 25
25 8 REMOVE EXISTING POLE/BOLLARD
18 18 REMOVE EXISTING RAIL EQUIPMENT PER SIGNAL PLANS
47 18
9 1
1 43
43 43

PROP TCE PROP EASEMENT

29.5'
6'
SWK
SWK

6.5'
SWK

7.5'
PROP TCE 5

PROP EASEMENT
4 3
5'

EX CITY R/W
1 PROP TCE

EASEMENT
PROP
1 POST

PLANS FOR DET (TYP)SEE FENCING
3 WV
1 2
1 JOIN EXISTEND C&G & PVMTSTA 10+70.00, 40.00' RT

SEE ELEC PLANS
STA 8+46 43
13 13
24 1 6
1 6
6 R=10'
R=10'
5' 10'
JOIN EXIST PVMTSTA 7+00.00, 6.50' RT
JOIN EXIST PVMTBEG MED & PVMTSTA 6+23.00, 1.50' RT
JOIN EXIST PVMTBEG MED & PVMTSTA 6+23.00, 3.10' RT
1014.7'PAD = 14'x10'
JOIN EXISTBEG C&G, SWK, PVMTSTA 7+00.00, 46.50' LT

PEDESTALMETERING
1 1 VAULT
1 PROP EASEMENT
WM
1 END MED9+66.20
BEG MED9+89.25
13 15
20 15
1 PP
4 DOT 027220Y, CPUC 101 SG-59.76
JOIN EXISTBEG PVMT, C&GBCSTA 3+50.00, 20.00' LTEAST DUMAS ST JOIN EXISTEND C&G, SWK & PVMT20.00' RT, BCSTA 3+50.00EAST DUMAS ST 6 JOIN EXISTGROUTED RIVER ROCKEND MED & BEG STA 10+70.00 5.50' RT JOIN EXISTGROUTED RIVER ROCKEND MED & BEG STA 10+70.00 8.50' LT (55'R/W) (55'R/W)
12 11 300.00' 6°23'04"
300.00' 7°26'06"
CONSTRUCT CURB RAMP PER SPPWC STD PLAN NO. 111-5, CASE A, TYPE 1 4 5
5 JOIN EXISTBEG C&G, SWK & PVMTSTA 7+00.00, 40.83' RT
1014.1'TOF = ANTENNARAILROAD
BEG PCC PVMTSTA 7+00.00, 32.62' LT
JOIN EXISTEND PCC PVMTSTA 8+54.70, 32.61' LT
12 11
VAULT

IN KIND PER SPECIFICATIONS

OF ARTIFICIAL TURF AND REPLACE

REMOVE INTERFERING PORTIONS
8 CONSTRUCT 8" PCC PAVEMENT SECTION OVER 6" CLASS 2 AGGREGATE BASE 8 FILL OVER 95% COMPACTED NATIVE MATERIAL CONSTRUCT STAMPED CONCRETE MEDIAN PAVEMENT, 4" PCC OVER 4" SAND STD ES4001, DETAIL BCONSTRUCT 8" AC PAVEMENT WITH GLASS GRID PER SCRRA ENGINEERING SHEET CR00006CONSTRUCT FULL AC PAVEMENT SECTION, DEPTHS OF AC AND AB PER PLAN NO. 200CONSTRUCT 8" HIGH TYPE A CURB PER CITY OF SAN BERNARDINO STD BERNARDINO STD PLAN NO. 200CONSTRUCT 8" HIGH TYPE B CURB AND GUTTER PER CITY OF SAN NO. 202, WIDTH PER PLANCONSTRUCT 4" PCC SIDEWALK PER CITY OF SAN BERNARDINO STD PLAN 25 25 REMOVE EXISTING PCC PAVEMENT

SEE ELEC PLANS
STA 9+16 43
S. WATERMAN AVENUE - MP 59.76 (3.03)
2 VAULTELEC
MHSD
1 CURB
1 CURB
30'
2 FH

PROP SD SEE DRAINAGE PLANS (TYP)

REMOVE INLET SEE DRAINAGE PLANS (TYP)

SEE FENCING PLANS (TYP)

SEE SIGNAL PLANS (TYP)
ELEV PER SHEET CR30102

PROP PB (TYP)

DRAINAGE PLANS

PROP SD SEE MH
SEWER
82 BERNARDINO STD PLAN NO. 206 AND AS MODIFIED PER SHEET CR00006CONSTRUCT GROUTED RIVER ROCK MEDIAN PER CITY OF SAN INSTALL STREET LIGHT PER CITY OF SAN BERNARDINO STD PLAN SL-1 (LED)CONSTRUCT DRIVEWAY FOR MAINTENANCE ACCESS PER SCRRA ENGINEERING STD ES4011 82 INSTALL WALKWAY TURNDOWN SECTION PER DETAIL ON SHEET CR00006

CABINET
PB

CABLE BOX
BEG THICKENED EDGESTA 9+12.88, 46.00' RT
END THICKENED EDGESTA 9+26.87, 60.00' RT
PRC

20.00'RT
4+23.50
1 TCE

PROJECT AT THIS LOCATION PROPINDUSTRIAL CENTERCOORDINATION WITH WATERMAN FENCE 1 FENCE
1 BFPIRRI
COLD MILL 0.12' EXISTING PAVEMENT AND CONSTRUCT 0.12' ASPHALT CONCRETE OVERLAY

CENTER (BY OTHERS)WATERMAN INDUSTRIAL

24.74'

49.69'
24 REMOVE AND SALVAGE EXISTING SIGN

SEE UTILITY DISPOSITION PLANSREMOVE/RELOCATE EXISTING POWER POLE,

26.14'
182.50' 182.50'

35.00'
120.00'

60.00' 80.00'
100.00' 100.00'

80.00' 35.00'

15.21' 15.21' 35.65' 22.61' 15.15' 18.84' 14.86' 34.99' 19.49'

30.35' 30.35' 55.62' 44.70' 29.94' 37.25' 29.39' 54.97' 33.43' 38.93' N89°26'36"E
9°56'12" 5.22' 10.41'9°56'12" 8.69' 17.34'
JOIN EXIST PVMTSTA 7+00.00, 0.50' RT
4 JOIN EXIST MEDEND GROUTED RIVER ROCKSTA 11+29.06 5.66' RT JOIN EXIST MEDEND GROUTED RIVER ROCKSTA 11+29.17 8.71' LT 10 12.16'

7.17'
ANGLE PTSTA 7+40.00, 40.00' RT

16.73'
4 4
4 1
1 1 08-28-18 ADDENDUM 1 EA CC

FOR DISPOSITIONSEE UTLITY PLANS METERING PEDESTAL
28 CONSTRUCT CROSS GUTTER PER CITY OF SAN BERNARDINO STD PLAN NO. 201 1 28
1 1 7 REMOVE CROSS GUTTER
7 6'
1 R/W

EX SBCTA
382 OF 2425
   
 Packet Pg. 786
REV. DATE APP. 5-18-2018 BY SUB.

DESIGNED BYDRAWN BYCHECKED BYAPPROVED BYDATE
CONTRACT NO.

REVISION SHEET NO.

DRAWING NO.

SCALE
5/24/2018 10:12:35 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_47\26495-06-CR30102.DGN OMAP-INPICS01$

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
R R
R R
POTS
W
W
W
MH
P
P
W
W
W
W
T
W
valves
irr
BF
RIR
W
ped
& inaccessible
ped/pole
abnd? m eter
site
sam ple
water
WBO
9 10
5 208+00
208+50
209+00
209+50
1"=10'
CR30102

ROADWAY IMPROVEMENT
10 0 10 20
SCALE: 1"=10'
N
= 5+00 (WEST DUMAS STREET)INT 9+10.52 SOUTH WATERMAN AVENUE

GRADE CROSSING LAYOUT
CONSTRUCTION NOTES:
34 34
34 36
50 48
50 48

EAST DUMAS STREET

SOUTH WATERMAN AVENUE
> MT
10' 10'
> MT
15'
15'
15'

15.92'
15'

EX SBCTA R/W

34.5' 14' 34.5'
14' 34.5'
34 50
50 50
NOTES:

MP 59.76 (3.03)STA > MT = 208+65.27STA > SOUTH WATERMAN AVENUE = 9+77.71

47.63' LTSTA 9+62.73

4.00' LTSTA 9+62.72

1.00' RTSTA 9+31.18

44.50' RTSTA 9+31.17

47.50' LTSTA 10+29.11

4.00' LTSTA 10+29.11
CR30401SEE SHT

EX CITY R/W

PROP EASEMENT PROP EASEMENT
6'
SWK

PROP TCE

EX SBCTA R/W
50 PROP EASEMENT

PROP EASEMENT

PROP SBCTA R/W

7.5'
SWK
CR30401SEE SHT

6.5'
SWK
CR30401
CR30401 SEE SHTSEE SHT

EX CITY R/W

EX CITY R/W
48 EX CITY R/W EX SBCTA R/W

EX SBCTA R/W

PROP TCE

PROP EASEMENT
34 6
6 6
GLASS GRID PVMT SECTIONSTA 9+60 BEGIN
(TYPICAL)SEE NOTE 2
PVMT SECTIONGLASS GRIDSTA 10+30 END
ELEV = 1013.3'PROP PB LID
ELEV = 1014.1'PROP PB LID
ELEV = 1012.5'PROP PB LID
ELEV = 1015.4'PROP PB LID
SEE NOTE 3
SEE NOTE 3

1.2.3. PROTECT UTILITY - USE SHALLOW FOUNDATION
ES4011 AND ES4012, WHICHEVER IS APPLICABLESHALL COMPLY WITH SCRRA ENGINEERING STANDARDSPEDESTRIAN FACILITIES AT VEHICLE CROSSINGS SEE SIGNAL PLANSENGINEERING STANDARDS ES4001 AND ES8405INSTALL VEHICLE DETECTION LOOPS PER SCRRA 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 SCRRA ENGINEERING STD ES4201CONSTRUCT ASPHALT CONCRETE PAVEMENT AND RAMP PER S. WATERMAN AVENUE - MP 59.76 (3.03)
36 36
383 OF 2425
   
 Packet Pg. 787
REV. DATE APP. 5-18-2018 BY SUB.

DESIGNED BYDRAWN BYCHECKED BYAPPROVED BYDATE
CONTRACT NO.

REVISION SHEET NO.

DRAWING NO.

SCALE
5/24/2018 10:14:09 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_44\26495-06-CR30201.DGN OMAP-INPICS01$

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
10+00 12+00
CL1010
LT1010
LT1010 RT1020 CL1010
RT1020
7+00 8+00 9+00
(0.3%)
(0.5%)
(-0.8%)
LT1020
LT1020
(-0.5%)
RT1010
RT1010
RM1010 RM1020
RM1020 RM1010 LM1020
LM1020
7+00.00 7+00.00 GB 7+00.00
1014.16 TC
7+12.50 BVC
1014.36 TC
7+31.25
1014.63 TC
7+50.00
1014.63 TC
7+50.00
1014.95 TC
7+68.75
1015.35 TC
7+87.50 EVC
1015.80 TC
8+07.50 BVC
1016.37 TC
8+37.50
1016.72 TC
8+67.50
1016.72 TC
8+67.50
1016.86 TC
8+97.50
1016.79 TC
9+27.50 EVC
9+62.78 GB
9+86.95 GB
10+50.00 GB

0.35% 0.90%

2.26%
-0.60% -0.71% -2.05%
G1 = 0.90% G2 = 2.26%
@ 7+50.00
VC = 75' PVI = 1014.50 G1 = 2.26% G2 = -0.60%
@ 8+67.50
1016.58 TC

5.50' RT
1016.20 TC

5.50' RT
1014.05 TC

5.50' RT AP
VC = 120' PVI = 1017.15
10+14.87 GB
10+34.20 GB
1015.60 TC
10+45.00 GB
-1.68%

2.31% -1.10% -0.80%
10+70.00 GB

JOIN EXIST
1015.47 TR
208+15.52 (MT)
10+03.14
0" CF
1015.27 TC
8" CF
1015.72 TC
9+72.11 GB
9+91.44 GB
-3.64%
8" CF
1016.36 TC
0" CF
1015.66 TC

19.33' CURB HEIGHT TRANSITION 0" TO 8"
8" TO 0"
CURB HEIGHT TRANSITION 19.33'

PROPOSED GRADE AT TOP OF WEST MEDIAN CURB

PROPOSED GRADE AT TOP OF EAST MEDIAN CURB
7+00.00 BVC
1014.14 TC
7+15.00
7+30.00
7+45.00
7+60.00 EVC
8+20.00 BVC
1016.27 TC
8+50.00
1016.56 TC
8+80.00
1016.56 TC
8+80.00
1016.69 TC
9+10.00
1016.64 TC
9+40.00 EVC
9+70.20 GB
9+94.48 GB
8" CF
1015.80 TC
10+50.00 GB

0.40%

1.81%
-0.43% -0.59% -1.92%
G1 = 0.40% G2 = 1.81%
@ 7+30.00
VC = 60' PVI = 1014.18
G1 = 1.81% G2 = -0.43%
@ 8+80.00
VC = 120' PVI = 1016.90
1014.72 TC

1.00' LT
1014.48 TC

0.88' RT
7+30.00
1015.81 TC

8.50' LT
1016.51 TC

8.50' LT
1016.13 TC

8.50' LT
1014.06 TC
1014.28 TC

1.50' RT AP
10+70.00 GB

20.0'
8" TO 6"CURB HEIGHT TRANSITION

20.0'
8" TO 6"CURB HEIGHT TRANSITION
10+70.00 GB
8" CF
1015.75 TC
6" TO 8"

20.0' CURB HEIGHT TRANSITION
6+23.00 GB
8" CF
1013.83 TC
6+43.00
6" TO 8"

20.0' CURB HEIGHT TRANSITION
8" CF
1013.83 TC
6+43.00
6+23.00 GB
CL1020
EXISTING GRADE AT RECORD >
LM1010

EXISTING GRADE AT TOP OF WEST CURB

EXISTING GRADE AT TOP OF EAST CURB

PROPOSED GRADE AT TOP OF WEST CURB

PROPOSED GRADE AT TOP OF EAST CURB

EXISTING GRADE AT EAST MEDIAN CURB
(1015.40 TC)

JOIN EXIST
6" CF
(1015.42 TC)

8.50' LT

JOIN EXIST
6" CF
(1013.75 TC)

1.50' RT
CL1020
PROPOSED GRADE AT RECORD >
9+77.71
208+65.27 (MT)
1015.70 TR
(0.2%)
-1.69% (S. WATERMAN AVE)
INT 9+10.52
(-0.2%)
LM1010
1016.17 FS
= 5+00 (W. DUMAS ST)

EXISTING GRADE AT WEST MEDIAN CURB
(1013.45 FS)
1013.63 FS
7+25.00
1013.93 FS
7+50.00
1013.93 FS
7+50.00
1014.35 FS
7+75.00
1014.89
8+00.00 PRVC
1015.56 FS
8+33.75
1015.98 FS
8+67.50
1015.98 FS
8+67.50
1016.16 FS
9+01.25
1016.08 FS
9+35.00 EVC
1015.89 FS
9+66.21 GB
1015.50 FS
9+89.26 GB
(1015.18 FS)
-0.60%
G1 = 0.50% G2 = 2.37%
@ 7+50.00
VC = 100' PVI = 1013.70
G1 = 2.37% G2 = -0.60%
@ 8+67.50
VC = 135' PVI = 1016.49
10+70.00 GB

JOIN EXIST
7+00.00 BVC

JOIN EXIST
-0.40%

JOIN EXIST
6" CF
(1015.34 TC)

8.50' RT

JOIN EXIST
6" CF
(1013.78 TC)

3.10' RT
(1013.14 TC)
1013.36 TC
7+25.00
1013.77 TC
7+50.00
1013.77 TC
7+50.00
1014.36 TC
7+75.00
1015.15 TC
8+00.00 PRVC
1016.01 TC
8+28.75
1016.58 TC
8+57.50
1016.86 TC
8+86.25
1016.84 TC
9+15.00 EVC
9+24.70 GB
9+44.03 GB
9+66.79 GB
9+86.12 GB
1015.98 TC
9+90.00 BVC
1015.72 TC
10+10.00
1015.51 TC
10+30.00
1015.51 TC
10+30.00
1015.37 TC
10+50.00
(1015.28 TC)
-0.58% -3.55% -1.69% 1.61%-1.44%
G1 = 0.50% G2 = 3.52%
@ 7+50.00
VC = 100' PVI = 1013.39
G1 = 3.52% G2 = -0.58%
@ 8+57.50
VC = 115' PVI = 1017.17
G1 = -1.44% G2 = -0.30%
@ 10+30.00
VC = 80' PVI = 1015.40
8" CF
1016.78 TC
0" CF
1016.10 TC
8" TO 0"

TRANSITION

CURB HEIGHT

19.33'
1015.91 TR
209+11.07 (MT)
9+55.40
0" CF
1015.72 TC
8" CF
1016.03 TC

19.33'
0" TO 8"TRANSITIONCURB HEIGHT
10+70.00 EVC

JOIN EXIST
7+00.00 BVC

JOIN EXIST
7+00.00 GB
7+25.00 BVC
1013.49 TC
7+50.00
1013.62 TC
7+75.00
1013.89 TC
8+00.00
1014.28 TC
8+25.00 EVC
1014.81 TC
1015.51 TC
1015.76 TC
1015.90 TC
1015.90 TC

0.30%

2.34%
VC = 100' PVI = 1013.64 @ 7+75.00
G1 = 0.30% G2 = 2.34% /4 /4 /4 /4
8+54.88 ECR
4+23.50 BCR
1015.76 TC

JOIN EXIST
(1013.41) TC
1015.88 TC
1016.23 TC
1016.41 TC
1016.40 TC
/4 /4 /4 /4
1015.43 TC

DUMAS ST DUMAS ST
9+65.50 BCR
4+22.01 ECR
Lc=13.9'Lc=13.9'Lc=13.9'Lc=13.9'
Lc=13.7'Lc=13.7'Lc=13.7'Lc=13.7'
CR30201

ROADWAY IMPROVEMENT
HORIZ 1"=20'
PROFILE VERT 1"=4'
S. WATERMAN AVENUE - MP 59.76 (3.03)
384 OF 2425
   
 Packet Pg. 788
REV. DATE APP. 5-18-2018 BY SUB.

DESIGNED BYDRAWN BYCHECKED BYAPPROVED BYDATE
CONTRACT NO.

REVISION SHEET NO.

DRAWING NO.

SCALE
5/24/2018 10:15:04 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_45\26495-06-CR30202.DGN OMAP-INPICS02$

ESSI AL
ER E

NE IG N

ER G SI

D RET E
T TA E
S

OF CALIFORNIA
Exp. 12/31/19
GN SO
HENG
SNIAJ J. KUO
J. BROWN
CL1020
CL1010
LT1010
LT1010 RT1020 CL1010
CL1020
RT1020
2+00 3+00 4+00 5+00 6+00
LT1020
LT1020
RT1010
RT1010
1016.17 FS

0.50%
(S WATERMAN AVE)
= 9+10.52
(W DUMAS ST)
INT 5+00.00
(-3.1%)
(2.4%)

PROPOSED GRADE AT TOP OF NORTH CURB

PROPOSED GRADE AT TOP OF SOUTH CURB
(2.46%)

EXISTING GRADE AT TOP OF NORTH CURB

EXISTING GRADE AT TOP OF SOUTH CURB
(1012.36)
1012.72 FS
3+62.50
1013.17 FS
3+75.00
1013.17 FS
3+75.00
1013.73 FS
3+87.50
1014.39
4+00.00 PRVC
1015.01 FS
4+12.50
1015.47 FS
4+25.00
1015.47 FS
4+25.00
1015.78 FS
4+37.50
1015.92 FS
4+50.00 EVC
G1 = 2.46% G2 = 5.64%
@ 3+75.00
VC = 50' PVI = 1012.98
G1 = 5.64% G2 = 0.50%
@ 4+25.00
VC = 50' PVI = 1015.80
3+50.00 PVCC

JOIN EXIST
1012.58 TC
1015.43 TC

4.19%
3+50.00
4+23.50 BCR
1012.20 TC
1012.20 TC
3+85.15 EVC
1013.88 TC
3+87.02 BVC
1014.02 TC
4+27.02 EVC
1015.75 TC 1015.76 TC

2.41%

7.17%

1.50%
VC = 35'
G1 = 2.41%
G2 = 7.17%
VC = 40'
G1 = 7.17%
G2 = 1.50%
PVI = 1012.63 @ 3+67.65
3+50.15 BVC
3+50.00 BVC
PVI = 1015.45 @ 4+07.02
4+23.50 BCR
EXISTING GRADE AT CONSTRUCTION >
PROPOSED GRADE AT CONSTRUCTION >
Lc = 17.34' Lc = 29.39'
CR30202

ROADWAY IMPROVEMENT
HORIZ 1"=20'
PROFILE VERT 1"=4'
EAST DUMAS STREET - MP 59.76 (3.03)
385 OF 2425
   
 Packet Pg. 789
REV. DATE APP. 5-18-2018 BY SUB.

DESIGNED BYDRAWN BYCHECKED BYAPPROVED BYDATE
CONTRACT NO.

REVISION SHEET NO.

DRAWING NO.

SCALE
5/24/2018 10:10:37 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_46\26495-06-CR30301.DGN OMAP-INPICS02$

ESSI AL
ER E

NE IG N

ER G SI

D RET E
T TA E
S

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

R/W R/W
CL
R/W
CL
55' 55'
55'
14'

8.5' 5.5'
12'

NORTH OF CROSSING

SOUTH OF CROSSING
43'

5.5' 6.5'
40' 15'
R/W
VAR 8.2'

WEST DUMAS STREET

WEST OF CROSSING
TO 15'
VAR 14.2'
MAX
2%
MAX
2%
MAX
2%
MAX
2%
20 20
15 13 13
15 10
20 20
15 15
13 13
10 6'
TO 9'
TO 14'VAR 4'
2:1
2:1
2:1
2:1
2:1
2:1
2:1
2:1
5 TO -0.2%
-2.1%
5 TO

0.2%
-0.1%
5 TO -0.2%
-2.1%
TO

0.2%
-2.4%
5 R/W
CL
55'
R/W
13 13
10 6+23.00 TO 7+00.00
1'
R/W
20'
R/W
20'
TO -0.4%
-2.0%
TO -2.0%
-2.4%
5 5
15 15
2:1
2:1
1'
MAX
2%
20 2:1
2:1
VARIES

PLANTEREXISTING

EXIST GROUND EXIST GROUND

EX EX

EX EX EX EX

NTS NTS
NTS
NTS
55' 55'
>
1'
1' 1'
1'

SOUTH OF CROSSING

SOUTH WATERMAN AVENUE

SOUTH WATERMAN AVENUE SOUTH WATERMAN AVENUE
3 3
5 5
4 4
VARIES 32.25' TO 44.88'
VARIES

23.88'

11.25' TO
VARIES 28.97' TO 10.13'
TO 0'

8.97'

6.5'
PROP
TCE
VARIES

44.84'
0' TO
5'
TO 4'1.5'VAR
10'
5'-6'VAR
1' 1'
VARIES 41.5' TO 46.5'
VARIES

12.16'

7.17' TO
8 VAR 6.5'

6.9'2' TO
VAR 8.5'
TO 13.4'

32.62'

5.5'
VARIES 40' TO 40.83'

7.5' 7.5'
CONSTRUCTION NOTES:
1"=10'
CR30301

ROADWAY IMPROVEMENT

TYPICAL SECTION & CONSTRUCTION DETAILS
5 1315
2010

SAWCUT EXISTING PAVEMENT
43 CR00006CONSTRUCT FULL AC PAVEMENT SECTION, DEPTHS OF AC AND AB PER SHEET OVER 95% COMPACTED NATIVE MATERIAL CONSTRUCT STAMPED CONCRETE MEDIAN PAVEMENT, 4" PCC OVER 4" SAND FILL NO. 200CONSTRUCT 8" HIGH TYPE A CURB PER CITY OF SAN BERNARDINO STD PLAN STD PLAN NO. 200CONSTRUCT 8" HIGH TYPE B CURB AND GUTTER PER CITY OF SAN BERNARDINO 202, WIDTH PER PLANCONSTRUCT 4" PCC SIDEWALK PER CITY OF SAN BERNARDINO STD PLAN NO.

S. WATERMAN AVENUE - MP 59.76 (3.03)
CONCRETE OVERLAYCOLD MILL 0.12' EXISTING PAVEMENT AND CONSTRUCT 0.12' ASPHALT 8 CONSTRUCT 8" PCC PAVEMENT SECTION OVER 6" CLASS 2 AGGREGATE BASE 386 OF 2425
   
 Packet Pg. 790
REV. DATE APP. 5-18-2018 BY SUB.

DESIGNED BYDRAWN BYCHECKED BYAPPROVED BYDATE
CONTRACT NO.

REVISION SHEET NO.

DRAWING NO.

SCALE
8/23/2018 12:04:42 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_56\26495-06-CR30401.DGN OMAP-INPICS02$

ESSI AL
ER E

NE IG N

ER G SI

D RET E
T TA E
S

OF CALIFORNIA
Exp. 12/31/19
GN SO
HENG
SNIAJ J. KUO
J. BROWN
R R
POTS
207+75 208+00
R R
209+25 209+50
CR30401
GRADE CROSSING DETAILS 1"=5'

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

EAST SIDE
CONSTRUCTION NOTES:

WEST SIDE

CURB FACE

GUTTER LIP

CURB FACE

GUTTER LIP

CURB FACE

GUTTER LIP

CURB FACE

6.5'

4.95'
5'
45°

2.5'5'

4.95'
1'
45 2
°
.5'
23'

4.95'
5'
45°
1'

2.5'

4.5'

EX CITY R/W

EX SBCTA R/W

EX CITY R/W

EX SBCTA R/W

EX SBCTA R/W
1016.10 TC40.00' RTSTA 9+44.03
1016.58 BW46.00' RTSTA 9+12.88
1015.72 TC40.00' RTSTA 9+66.78
1016.00 BW47.50' RTSTA 9+85.72
1015.82 BW60.00' RTSTA 9+56.01
1016.30 BW60.00' RTSTA 9+26.87
1016.20 BW60.00' RTSTA 9+33.41
1015.90 BW60.00' RTSTA 9+73.22
1016.15 BW72.65' LTSTA 9+44.72
1015.76 TC69.27' LTSTA 9+31.61 1015.89 BW

63.00' LTSTA 9+84.18 1015.56 BW

63.00' LTSTA 10+03.70
1015.16 BW63.00' LTSTA 10+27.29
1015.20 BW63.00' LTSTA 10+33.39
1016.59 BW56.00' LTSTA 9+61.66
1015.98 BW56.00' LTSTA 9+77.18
1015.27 TC43.00' LTSTA 10+14.86
1015.56 BW49.50' LTSTA 10+46.89

EX SBCTA R/W

5.5'X3'
3'X3'

5.5'X3'

5.5'X3'
3'X3'
3'X3'
3'X3'
39 39
39 39
41 38
41 38
40 41 40
38 41
38 3839
40 41
40 40
40 40
40 40

SOUTH WATERMAN AVENUE

SOUTH WATERMAN AVENUE
L=5.5'56.50' LTSTA 10+29.11
6'
L=5.5'53.50' RTSTA 9+31.17

PROP EASEMENT

PROP TCE

PROP EASEMENT

PROP SBCTA R/W

EX CITY R/W
3'
3'

PROP EASEMENT

PROP TCE

9.9'

4.5'

19.5'

6.1'

19.1'

PROP EASEMENT

19.8'

6.5' 17.2'

17.7'

4.63'
L=5.5'53.50' RTSTA 9+68.94
> MT
> MT
(JOIN EXIST)1015.61 TC40.00' RTSTA 10+20.00
(JOIN EXIST)1015.75 BW47.50' RTSTA 10+20.00
1015.88 BW47.50' RTSTA 10+08.00
1015.62 BW47.50' RTSTA 10+02.00
1015.79 BW47.50' RTSTA 9+90.00
4" CF1015.64 TC40.00' RTSTA 9+90.00
4" CF1015.48 TC40.00' RTSTA 10+02.00
8" CF1015.96 TC40.00' RTSTA 9+84.00
8" CF1015.74 TC40.00' RTSTA 10+08.00
1016.92 GB42.00' RTSTA 9+00.00 2'

GRADE BREAK LINE (TYP)
1016.11 GB42.00' RTSTA 9+42.96
1016.54 GB42.00' RTSTA 9+12.88
1017.00 BW46.00' RTSTA 9+00.00
1015.26 GB45.00' LTSTA 10+16.10
2'
1015.62 GB45.00' LTSTA 10+46.89
1015.65 GB45.00' LTSTA 9+92.66
2'
1016.47 GB45.00' LTSTA 9+60.00
1015.93 GB45.00' LTSTA 9+77.18
L=5.5'56.50' LTSTA 9+88.46

15.52'

13.55'

23.75'
1015.60 GB45.00' LTSTA 10+50.00
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), INSTALL METAL HAND RAILING PER SCRRA ENGINEERING STD ES4005 S. WATERMAN AVENUE - MP 59.76 (3.03)
41 15.2'
1015.66 TC43.00' LTSTA 9+91.44
1015.60 BW49.50' LTSTA 10+50.00
1015.96 BW50.21' RTSTA 9+83.00
1 1
1 1
1 08-28-18 ADDENDUM 1 EA CC
1 3.2.1.

NOTED OTHERWISE. GATE ARM POLE, UNLESS CENTER OF PEDESTRIANRAILINGS AT 3 FEET FROM ACCOMPANYING HAND SWING GATE ASSEMBLY/BEGIN/END PEDESTRIANSHEET FOR STATIONING.SEE ROADWAY LAYOUT APPLICABLE.ES4012, WHICHEVER IS STANDARDS ES4011 AND SCRRA ENGINEERING SHALL COMPLY WITH AT VEHICLE CROSSINGS PEDESTRIAN FACILITIES NOTES:
1 LAYOUT PER PLAN AND AS MODIFIED BY NOTE 3.INSTALL PEDESTRIAN SWING GATE PER SCRRA ENGINEERING STD ES4002, 1 No.

REG ISTERED PROFESSIONAL ENG INEER

STATE OF CALIFORNIA CIVIL

CHRISTOPLIS

CHARLES
045570
387 OF 2425
   
 Packet Pg. 791
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 388 OF 2425
   
 Packet Pg. 792
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 389 OF 2425
   
 Packet Pg. 793
REV. DATE APP. 5-18-2018 BY SUB.

DESIGNED BYDRAWN BYCHECKED BYAPPROVED BYDATE
CONTRACT NO.

REVISION SHEET NO.

DRAWING NO.

SCALE
5/24/2018 10:10:25 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_40\26495-06-CR28101.DGN OMAP-INPICS01$

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
MH
T
P
W
W
FH
R R
R R

R R R R
H
Asph
Asph
197
198
199
200
8 9 10 11 12
20 0 20 40
SCALE: 1"=20'
N
CONSTRUCTION NOTES:

REMOVAL NOTES:
> MT
39' 39'
1"=20'
CR28101

ROADWAY IMPROVEMENT
2'
2'
2'
EAST
ORANGE
SHOW
ROAD
EAST
ORANGE
SHOW
ROAD
N89°23'04"E

0.5'R

0.5'R
32'
32'
LAYOUT

EX SBCTA R/W

EX CITY R/W

EX SBCTA R/W

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

EX CITY R/W
3 SAWCUT EXISTING PAVEMENT
15 20
4 4
20 4
4 20
3 4
15 45 REMOVE EXISTING SIDEWALK

REMOVE EXISTING CURB & GUTTER
10 5
4 15
4 5 10 20
4 15
20 5
4 15
3 49
33'
30 30
30 10
10 10
3 (56.4'R/W) (41.8'R/W)
3 49 INSTALL SIGNAL HOUSE
3 5
30'
SEE ELEC PLANSSTA 9+40
TYPE 1STA 9+29.31
JOIN EXISTEND C&G, SWK & PVMTSTA 10+20.00, 39.00' LT

PROP SBCTA R/W

IN MED IF DAMAGEDREPAIR IRRI LINES
SEE ELEC PLANSSTA 10+20
(50'R/W)
STA > ORANGE SHOW ROAD = 9+83.81STA > MT = 198+65.10MP 59.57 (2.84) JOIN EXISTEND C&G, SWK & PVMTSTA 10+51.00, 39.00' RT
LPL

IN MED IF DAMAGEDREPAIR IRRI LINES
3 4 31.00' LT
STA 9+00.00

35.50' RTSTA 10+51.00

PROP EASEMENT

BOXELEC
SEE ELEC PLANSSTA 9+16
14'
10'x8'
MH
(50.7'R/W) (46'R/W)

REMOVE EXISTING RAILROAD SIGNAL
1 REMOVE EXISTING AC PAVEMENT
5 1 5 5
1 1 5
43 3
3 13
13 3 REMOVE EXISTING CURB
13 1 5
9 REMOVE AND SALVAGE EXISTING STREET LIGHT
43 43
18 18
18 52 52
52 1
1 PROTECT IN PLACE
1 3
43 9
1 SIGN
WV
3 3

AIR VAC

AIR VAC
3 13

PROP TCE
1 2
2 11 REMOVE EXISTING TREE
11 1
1 1
1 1

REMOVE EXISTING RAIL EQUIPMENT PER SIGNAL PLANS
2 ADJUST TO GRADE, ITEM PER PLAN
END MED9+72.26
BO
2 13 3
JOIN EXISTBEG C&G, SWK & PVMTSTA 9+00.00, 39.00' LT
JOIN EXISTBEG C&G, SWK & PVMTSTA 9+40.00, 39.00' RT
PAD = 1012.0'
SEE SIGNAL PLANS FOR DET (TYP)ELEV PER SHEET CR28102PROP PB (TYP) CURB
CURB
CURB
CURB

RIVER ROCK

BEG GROUTED
8+65.00
JOIN EXIST CURBBEG MEDSTA 9+40.00, 7.00' LT
JOIN EXIST CURBBEG MEDSTA 9+40.00, 7.00' RT

RIVER ROCK

END GROUTED
11+02.00
JOIN EXIST CURBEND MEDSTA 10+20.00, 7.00' RT
INSTALL STREET LIGHT PER CITY OF SAN BERNARDINO STD PLAN SL-1 (LED) E. ORANGE SHOW ROAD - MP 59.57 (2.84)

R/WCITY EXIST
2 PB
2 CONSTRUCT 8" HIGH TYPE A CURB PER CITY OF SAN BERNARDINO STD PLAN NO. 200 21 21
21 REMOVE EXISTING LANDSCAPING
CONCRETE OVERLAYCOLD MILL 0.12' EXISTING PAVEMENT AND CONSTRUCT 0.12' ASPHALT CONSTRUCT FULL AC PAVEMENT SECTION, DEPTHS OF AC AND AB PER SHEET CR00006 STD PLAN NO. 200CONSTRUCT 8" HIGH TYPE B CURB AND GUTTER PER CITY OF SAN BERNARDINO WIDTH PER PLANCONSTRUCT 4" PCC SIDEWALK PER CITY OF SAN BERNARDINO STD PLAN NO. 202, TYPE PER PLAN. SEE GRADING & DRAINAGE PLANS FOR CATCH BASIN INFORMATIONCONSTRUCT LOCAL DEPRESSION PER CITY OF SAN BERNARDINO STD PLAN NO. 407, NO. 206 AND AS MODIFIED PER SHEET CR00006CONSTRUCT GROUTED RIVER ROCK MEDIAN PER CITY OF SAN BERNARDINO STD PLAN

BEG MED
9+95.37
JOIN EXIST CURBEND MEDSTA 10+20.00, 7.00' LT

SEE FENCING PLANS (TYP)

FOR DETAILS (TYP)SEE DRAINAGE PLANSPROP DRAINAGE PIPE
PB
TYPE 1STA 9+58.93

27.6'
DOT 027296E, CPUC 101 SG-59.57
376 OF 2425
   
 Packet Pg. 794
REV. DATE APP. 5-18-2018 BY SUB.

DESIGNED BYDRAWN BYCHECKED BYAPPROVED BYDATE
CONTRACT NO.

REVISION SHEET NO.

DRAWING NO.

SCALE
5/24/2018 10:10:46 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_41\26495-06-CR28102.DGN OMAP-INPICS01$

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
R R
R R
H
W
W
9 10 11
198+00
198+50
199+00
199+50

EAST ORANGE SHOW ROAD
10 0 10 20
SCALE: 1"=10'
N
1"=10'
CR28102

ROADWAY IMPROVEMENT
CONSTRUCTION NOTES:

GRADE CROSSING LAYOUT
34 34
34 34
34 50
50 50
50 48
50 48
> MT
> MT
10'

1. ES4011 AND ES4012, WHICHEVER IS APPLICABLE.SHALL COMPLY WITH SCRRA ENGINEERING STANDARDSPEDESTRIAN FACILITIES AT VEHICLE CROSSINGS NOTE:

EX SBCTA R/W

EX SBCTA R/W
10'
15'

15.4'
15'
15'
15'
15'

EX CITY R/W

EX CITY R/WEX CITY R/W
MP 59.57 (2.84)STA > MT = 198+65.10STA > ORANGE SHOW ROAD = 9+83.81 CR28401SEE SHT
CR28401SEE SHT
CR28401SEE SHT
CR28401SEE SHT

4.5'
7' 7'
7' 7'
6'

PROP SBCTA R/W

PROP EASEMENT

43.50' LTSTA 10+01.15

0.00' LTSTA 10+01.15

0.00' LTSTA 9+66.50

45.00' RTSTA 9+66.50

PROP TCE
ELEV = 1011.3'PROP PB LID
ELEV = 1012.0'PROP PB LID
ELEV = 1011.4'PROP PB LID
ELEV = 1012.7'PROP PB LID
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 E. ORANGE SHOW ROAD - MP 59.57 (2.84)
377 OF 2425
   
 Packet Pg. 795
REV. DATE APP. 5-18-2018 BY SUB.

DESIGNED BYDRAWN BYCHECKED BYAPPROVED BYDATE
CONTRACT NO.

REVISION SHEET NO.

DRAWING NO.

SCALE
5/24/2018 10:19:29 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_1980\26495-06-CR28201.DGN OMAP-INPICS02$

ESSI AL
ER E

NE IG N

ER G SI

D RET E
T TA E
S

OF CALIFORNIA
Exp. 12/31/19
GN SO
HENG
SNIAJ J. KUO
J. BROWN
CL1020
12+00
LT1010
LT1010 CL1010
RT1010

EXISTING GRADE AT TOP OF NORTH CURB
PROPOSED GRADE AT RECORD >

EXISTING GRADE AT TOP OF SOUTH CURB
8+00 9+00 10+00 11+00
CL1010 CL1020
RT1010
RT1020
RT1020 RM1010 LM1010
RM1010 LM1010
(-0.90%)
(-1.66%)
(-1.43%)
1012.48 FS
9+95.38 GB
1012.18 FS
-1.30%
9+40.00 GB
1012.60 FS
-0.37% -1.83%
10+20.00 GB
1011.73 FS
(-1.45%)
(-1.09%)
(-0.88%)
9+36.06 GB
9+50.47 GB
9+61.86
9+73.27 GB
9+92.60 GB
-0.44% -4.51% -1.33% 1.53% -1.60%
8" TO 0"

TRANSITION

CURB HEIGHT

14.41'
0" TO 8"

TRANSITION

CURB HEIGHT

19.33'
9+00.00 GB

JOIN EXIST
8" CF
1013.00 TC
0" CF
1012.35 TC
10+20.00 GB

JOIN EXIST
8" CF
1012.34 TC
0" CF
1012.04 TC
1012.19 TR
198+20.36 (MT)
9+75.95 GB
9+95.28 GB
10+06.98
10+18.71 GB
10+38.04 GB
-0.68% -3.60% -1.28% 1.39% -1.47%
1012.47 TR
199+10.46 (MT)
0" CF
1012.62 TC
0" CF
1012.32 TC
8" CF
1013.32 TC
8" CF
1012.59 TC
10+51.00 GB

JOIN EXIST
9+40.00 GB
JOIN EXIST8" TO 0"

TRANSITION

CURB HEIGHT

19.33'
0" TO 8"

TRANSITION

CURB HEIGHT

19.33'
9+68.26 GB
1013.11 TC
9+91.32 GB
1012.83 TC
-0.33% -2.31%
9+76.31 GB
1013.18 TC
9+99.47 GB
1012.88 TC
-0.42% -2.09%
9+40.00 GB
10+20.00 GB
9+40.00 GB
10+20.00 GB
9+83.81
1012.34 TR
198+65.10 (MT)
1012.55 TC
10+15.00 GB -6.00%
9+45.00 GB
1013.31 TC

2.40%
10+15.00 GB
1012.47 TC
-6.30%
9+72.26 GB

PROPOSED GRADE AT TOP OF NORTH CURB

PROPOSED GRADE AT TOP OF SOUTH CURB

EXISTING GRADE AT TOP OF NORTH MEDIAN CURB

EXISTING GRADE AT TOP OF SOUTH MEDIAN CURB

PROPOSED GRADE AT TOP OF NORTH MEDIAN CURB

PROPOSED GRADE AT TOP OF SOUTH MEDIAN CURB
(1011.90 TC)

JOIN EXIST
(1013.20 TC)

JOIN EXIST
(1012.15 TC)
EXISTING TOP OF MEDIAN GRADE AT RECORD >

JOIN EXIST
(1013.19 TC)

JOIN EXIST
(1012.25 TC)
(1012.40 TC)
(1013.56 TC)
(1013.16 TC)
8" TO EXIST

TRANSITION

CURB HEIGHT

5.0'
CR28201

ROADWAY IMPROVEMENT
HORIZ 1"=20'
PROFILE VERT 1"=4'
E. ORANGE SHOW ROAD - MP 59.57 (2.84)
378 OF 2425
   
 Packet Pg. 796
REV. DATE APP. 5-18-2018 BY SUB.

DESIGNED BYDRAWN BYCHECKED BYAPPROVED BYDATE
CONTRACT NO.

REVISION SHEET NO.

DRAWING NO.

SCALE
8/23/2018 12:03:43 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_42\26495-06-CR28401.DGN OMAP-INPICS02$

ESSI AL
ER E

NE IG N

ER G SI

D RET E
T TA E
S

OF CALIFORNIA
Exp. 12/31/19
GN SO
HENG
SNIAJ J. KUO
J. BROWN
R R
198+00 198+25
R R
199+25 199+50
CR28401
GRADE CROSSING DETAILS 1"=5'

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

NORTH SIDE

SOUTH SIDE

CURB FACE

GUTTER LIP

CURB FACE

GUTTER LIP CURB FACE

CURB FACE

GUTTER LIP
18'

2.5'

10.61'

8.17'

18.72'
7'
7'
1011.96 BW57.00' LT STA 9+82.04
5'

4.95 1'
'
45°
1'

2.12'

3.5'
45°

14.62'
1'

7.07'
45°
18'

4.5'

2.5'

11.53'

7.77'

18.57'

7.78'

6.5'

26.68'

4.5'

9.19'

16.84' 24.72'

5.66'

10.61'

EX SBCTA R/W

EX CITY R/W

EX SBCTA R/W

18.5'
3'X3'

6.5'X3'
3'X3'
3'X3'
3'X3'

6.5'X3'
1012.62 TC39.00' RTSTA 9+95.27
1013.40 BW45.50' RTSTA 9+51.37
1012.68 BW57.00' RTSTA 10+06.32
1012.97 BW53.00' RTSTA 9+83.60
1013.36 BW53.00' RTSTA 9+58.87
1012.39 BW57.00' RTSTA 10+29.91
1012.54 BW57.00' RTSTA 10+39.09
1012.95 BW57.00' RTSTA 9+87.60
1012.28 BW57.00' LTSTA 9+40.80
1012.73 GB56.29' LTSTA 9+28.56
1012.79 BW53.00' LTSTA 9+25.27
1012.86 BW53.00' LTSTA 9+17.50
1012.19 BW51.50' LTSTA 10+14.22
1012.07 BW51.50' LTSTA 9+87.54
L=5'50.50' LTSTA 9+38.59
L=5'50.50' LTSTA 9+76.62
1012.99 BW45.50' LTSTA 9+10.00
1012.04 TC39.00' LTSTA 9+73.27
1012.35 TC39.00' LTSTA 9+50.47
1012.32 TC39.00' RTSTA 10+18.70
39 39
39 38
40 40
41 41
41 38
41 38
41 41
38 3839
40 41
40 40
40 40
40 40
5'X3'
1011.98 BW57.00' LTSTA 9+63.47
45°

5.66'

7.07'

6.5'
5'X3'

2.8'

4.5'
L=6.5'50.00' RTSTA 9+91.27
L=6.5'50.00' RTSTA 10+31.41

EAST ORANGE SHOW ROAD

EAST ORANGE SHOW ROAD
1012.33 GB43.50' LTSTA 9+48.03
1012.03 GB43.50' LTSTA 9+70.79
1012.25 GB43.50' LTSTA 9+94.69
1012.63 GB41.50' RTSTA 9+96.79
1012.33 GB41.50' RTSTA 10+20.25
1012.53 GB41.50' RTSTA 10+44.12
3'
3'
39 JOIN EXIST(1012.50)45.09' RTSTA 10+51.00
JOIN EXIST(1012.00)45.72' LTSTA 10+20.00 JOIN EXIST
(1012.99)45.50' LTSTA 9+00.00
10'
JOIN EXIST(1013.63)45.50' RTSTA 9+40.00

11.37'
1013.44 GB41.50' RTSTA 9+50.00

PROP SBCTA R/W

PROP EASEMENT

EX CITY R/W
8" CF1012.34 TC39.00' LTSTA 9+92.60

LINE (TYP)GRADE BREAK
8" CF1012.59 TC39.00' RTSTA 10+38.04
8" CF1013.32 TC39.00' RTSTA 9+75.95
1013.29 GB41.50' RTSTA 9+55.50
1013.26 GB46.50' RTSTA 9+60.50
2'
1013.09 GB46.50' RTSTA 9+71.50
1012.95 GB41.50' RTSTA 9+76.50
1013.02 GB41.50' LTSTA 9+22.56
1012.97 GB43.50' LTSTA 9+24.56

PROP TCE
6'
ENGINEERING STD ES8300, LENGTH PER PLANWARNING DEVICE WITH GATE ARM PER SCRRA INSTALL CPUC STD NO. 9 PEDESTRIAN AUTOMATIC TRUNCATED DOME), DIMENSIONS PER PLANINSTALL ADA DETECTABLE WARNING SURFACE (RAISED ENGINEERING STD ES4005INSTALL METAL HAND RAILING PER SCRRA E. ORANGE SHOW ROAD - MP 59.57 (2.84)
1013.49 TC41.50' RTSTA 9+50.00 1013.12 TC

39.00' RTSTA 9+10.00
1012.90 GB43.50' LTSTA 9+30.04
1012.67 BW57.00' LTSTA 9+32.20
1012.72 BW57.00' LTSTA 9+29.27
1012.79 GB54.14' LTSTA 9+26.41
1012.73 BW52.65' LTSTA 9+32.20
1012.82 BW53.00' LTSTA 9+22.56
1012.79 GB50.50' LTSTA 9+30.04
1012.30 GB52.65' LTSTA 9+43.14
1012.31 GB50.50' LTSTA 9+44.29
8" CF1013.00 TC39.00' LTSTA 9+36.06
1 1
1 1
1 08-28-18 ADDENDUM 1 EA CC
1 MODIFIED BY NOTE 3.ENGINEERING STD ES4002, LAYOUT PER PLAN AND AS INSTALL PEDESTRIAN SWING GATE PER SCRRA

3.2.1. 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.APPLICABLE.STANDARDS ES4011 AND ES4012, WHICHEVER IS SHALL COMPLY WITH SCRRA ENGINEERING PEDESTRIAN FACILITIES AT VEHICLE CROSSINGS NOTES:
1 1
No.

REG ISTERED PROFESSIONAL ENG INEER

STATE OF CALIFORNIA CIVIL

CHRISTOPLIS

CHARLES
045570
379 OF 2425
   
 Packet Pg. 797
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 380 OF 2425
   
 Packet Pg. 798
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 381 OF 2425
   
 Packet Pg. 799
REV. DATE APP. 5-18-2018 BY SUB.

DESIGNED BYDRAWN BYCHECKED BYAPPROVED BYDATE
CONTRACT NO.

REVISION SHEET NO.

DRAWING NO.

SCALE
5/24/2018 10:18:22 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_57\26495-06-CR42101.DGN OMAP-INPICS01$

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
P
T
W
W
W
M
M
M
M
M
M
M
STOP
R R
R R
R R
R R
Dense Trees
Asph
Asph
WM
WM
268 269 270 271
7 8
9 10
11 12
20 0 20 40
SCALE: 1"=20'
CONSTRUCTION NOTES:
44' 36'
10'
9'
8'
5'
N

SIGN POLE
SIGNAL
2'
1"=20'
CR42101

ROADWAY IMPROVEMENT
VENTS
> MT
2 5.10' LT11+12.63 PCC
BEG ISLAND10+08.03

0.5'R
SWK

6.5'
SWK

6.5'

0.5'R
No.

R
T
L
1 18°16'26"
2 161°39'04"
1 LAYOUT (SHEET 1 OF 2)

EX CITY R/W

EX SBCTA R/W

EX CITY R/W

EX SBCTA R/W
1'
(100' R/W)
(100' R/W)
69'
1 PROTECT IN PLACE
45 1315
10 11
20 23
3 SAWCUT EXISTING PAVEMENT
3 5
4 3
11 15
5 13
10 15
5 15 20
3 4
4 1
1 1
20 15

INSTALL RAISED LANE SEPARATOR SYSTEM PER MANUFACTURER'S DETAIL 20 1 REMOVE EXISTING AC PAVEMENT
345 REMOVE EXISTING SIDEWALK

REMOVE EXISTING CURB & GUTTER
10 11 REMOVE EXISTING TREE
23 4
15 11
5 4
1 4
1 1
3 10
10 25
1 4
4 10
3 10
1 5
25 6
6 6
25 49

REMOVE EXISTING RAILROAD SIGNAL
20 5
5 HEADWALLCHANNEL

EXIST CITY R/W

POLESIGNAL
1 MH
MH
N0°25'00"W
3 10+72.03 EC
3 44°41'59"
REMOVAL NOTES:

SOUTH

TIPPECANOE
AVENUE
> DRWY, W=12'STA 9+66.77

BEG ISLAND
9+77.47

END ISLAND
9+87.94
SEE ELEC PLANSSTA 10+60
> DRWY, W=12'
STA 10+45.25
JOIN EXISTEND C&G, SWK & PVMTSTA 11+40.00, 36.00' RT

SOUTH TIPPECANOE AVENUE
SEE SHEET CR42102 FOR PB SEE ELEC PLANS STA 10+30

PROP EASEMENT

1.00' RT10+75.00 PCC

9.00' LT11+12.00 EC
> DRWY, W=12'
STA 9+55.29

VICTORIA AVENUE PROP TCE

PROP TCE

FOR DET (TYP)SEE FENCING PLANS
4 20
1 REMOVE EXISTING CURB
1 1
15 8 REMOVE EXISTING POLE/BOLLARD
8 2
1 2
2 ADJUST TO GRADE, ITEM PER PLAN
43 INSTALL STREET LIGHT PER CITY OF SAN BERNARDINO STD PLAN SL-1 (LED) 43 43
25 18
8 8
18 REMOVE EXISTING RAIL EQUIPMENT PER SIGNAL PLANS

PROP SBCTA R/W

PLANS FOR DETSEE STATION PLATFORM
4 PB
35'
(50'R/W ) (50'R/W ) 13
4 5
7 6
6 745

31.79' 63.54' 31.73' 63.42' 36.78' 73.49' 34.92' 69.78' 4°50'50"4°54'14"5°40'29"
5°19'1"
9 8
89 4°40'26" 32.08' 64.12'5°11'44" 32.03' 64.02'
2'
1'
CONSTRUCT DRIVEWAY FOR MAINTENANCE ACCESS PER SCRRA ENGINEERING STD ES4011 CONSTRUCT 8" HIGH TYPE A CURB PER CITY OF SAN BERNARDINO STD PLAN NO. 200 17 17 REMOVE EXISTING BILLBOARD/SIGN
2 BEG C&G, SWK JOIN EXISTSTA 9+42.00, 44.00' LT
(TYP)SEE TRACK PLANSACCESS ROAD
BEG C&G, SWK JOIN EXISTSTA 9+56.11, 36.00' RT
1'
15 20
4 3
3 SOUTH

TIPPECANOE
AVENUE
1 C&G
SWK
1 SWK
1 6.5'
C&G
1 LINE/CURVE DATA
SEE ELEC PLANSSTA 9+00
43 43
13 3
10 1
1 5
1 5
3 3
3 3
DRWYEX
5'
4 4
1 CURB
20 5
20 5
15 4
15 4
BEG MED CURB JOIN EXISTSTA 8+90.00, 2.00' RT
BEG MED CURB JOIN EXISTSTA 8+90.00, 6.43' LT
PLANSSEE ELEC STA 8+80
1 DRWYEX
14 JOIN EXISTEND C&G, SWK & PVMTSTA 9+42.13, 44.00' LT
1063.02 TC2.00' RT ECSTA 9+18.00
SIGN
1 3
11 3
12 15
3 13

FOR DET (TYP)SEE STRUCTURAL PLANS
JOIN EXISTEND C&G, SWK & PVMTSTA 9+32.83, 36.00' RT
PAD = 1060.9'14'X10'
DET (TYP)SEE SIGNAL PLANS FOR CR42101 AND CR42103ELEV PER SHEETS PROP PB (TYP) LPL
1 28.5'
8 BILLBOARD

REMOVE EXISTING DRIVEWAY
95% COMPACTED NATIVE MATERIAL CONSTRUCT STAMPED CONCRETE MEDIAN PAVEMENT, 4" PCC OVER 4" SAND FILL OVER PLAN NO. 200CONSTRUCT 8" HIGH TYPE B CURB AND GUTTER PER CITY OF SAN BERNARDINO STD WIDTH PER PLANCONSTRUCT 4" PCC SIDEWALK PER CITY OF SAN BERNARDINO STD PLAN NO. 202, WIDTH PER PLANCONSTRUCT COMMERCIAL DRIVEWAY PER CITY OF SAN BERNARDINO STD PLAN NO. 204,

MODIFIED
> DRWY, W=32'
STA 12+70.00
DOT 027226P, CPUC 101 SG-60.91
44 2 TOTAL
17 S. TIPPECANOE AVE - MP 60.91 (4.18)

PROP TCE
L-11-23211

PER REC DOC

SBCFCD ROE
30'
BFP
1 2
WM 2
PB
2 PB
WM
1 DETAIL ASEE SHT CR42301
25 26
26 17 CONSTRUCT 6" HIGH TYPE C CURB AND GUTTER PER CITY OF SAN BERNARDINO STD PLAN NO. 200

R/WEX SBCTA
17 4
1 TREE
2 PB
JOIN EXISTEND PVMTSTA 11+40.00, 41.00' LT

HEADWALLCHANNEL

PLANS (TYP)SEE DRAINAGE

PROP SBCTA R/W
MP 60.91 (4.18)STA > MT = 269+42.43STA > TIPPECANOE AVENUE = 9+98.00 ELEV = 1061.1'PROP PB LID

PROP TCE
5'

5.50'
1062.94 TC8.00' LT BCSTA 9+18.00
5'

REMOVE/RELOCATE EXISTING POWER POLE, SEE UTILITY DISPOSITION PLANS

GATE BEHIND SIDEWALKRELOCATE EXISTING
111-5, CASE A, TYPE 1CONSTRUCT CURB RAMP AND DETECTABLE WARNING SURFACE PER SPPWC STD PLAN NO. 49 INSTALL SIGNAL HOUSE44 INSTALL NON-REMOVABLE BOLLARDS PER SHEET CR00006 CONCRETE OVERLAYCOLD MILL 0.12' EXISTING PAVEMENT AND CONSTRUCT 0.12' ASPHALT PER SHEET CR00006CONSTRUCT FULL AC PAVEMENT SECTION, DEPTHS OF AC AND AB

SBCFCD R/W

2.8'

7.5'
16 10

SBCFCD R/W
No.

R
T
L
10 11.14' 22.27'

15.71'

25.41' 50.80'
6°22'44"4°07'22"

LINE/CURVE DATA
11 1315
16 1214
180°00'00"
--- 120.00' 2.00' 750.00' 751.00'
741.00' 742.00' 752.00' 786.00' 706.00'
300.74'

12.38' 19.30' 38.27'

5.64'
572.03'
786.00' 200.00'

5.00'
706.00'

22.21' 44.40'
BEG PVMT JOIN EXISTSTA 8+80.00, 4.78' LT
JOIN EXISTBEG C&G, SWK & PVMTSTA 8+60.00, 44.00' LT
JOIN EXISTBEG SWK (1063.38 BW) STA 8+88.25, 43.00' RT
JOIN EXISTBEG C&G, SWK, PVMTSTA 8+90.50, 36.00' RT
JOIN EXISTBEG SWK (1062.12 BW) STA 8+59.09, 51.50' LT
/BEARING /BEARING
3°14'12"
N82°10'14" - 30.99'N89°52'45"N89°52'45"
-- 12.47' 42.70'
- 25 REMOVE EXISTING PCC PAVEMENT
392 OF 2425
   
 Packet Pg. 800
REV. DATE APP. 5-18-2018 BY SUB.

DESIGNED BYDRAWN BYCHECKED BYAPPROVED BYDATE
CONTRACT NO.

REVISION SHEET NO.

DRAWING NO.

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
Dense Trees
Dense Trees Asph 13 14 15 16 17 CONSTRUCTION NOTES: REMOVAL NOTES:

ROADWAY IMPROVEMENT
1"=20'
20 0 20 40
SCALE: 1"=20'
8' 36'
SOUTH

TIPPECANOE
AVENUE
CR42102
LAYOUT (SHEET 2 OF 2)
1059.74 FS52.00' LTSTA 13+19.43
1059.72 BW62.00' LTSTA 13+79.43
1059.56 TC54.00' LTSTA 13+80.00
1058.87 BW62.00' LTSTA 15+20.09
1058.71 TC54.00' LTSTA 15+20.09
3 SAWCUT EXISTING PAVEMENT
20 20
3 9 REMOVE AND SALVAGE EXISTING STREET LIGHT
9 19
19 KISS AND RIDE FACILITY N0°30'20"W

SOUTH TIPPECANOE AVENUE
SEE SHEET CR42101 FOR

PROP EASEMENT
SEE ELEC PLANSSTA 14+50

EX CITY R/W
END PVMT JOIN EXISTSTA 15+40.05, 41.28' LT

EX CITY R/W

PROP TCE
2'

VICTORIA AVENUE
2 ADJUST TO GRADE, ITEM PER PLAN
43 43 INSTALL STREET LIGHT PER CITY OF SAN BERNARDINO STD PLAN SL-1 (LED) 4 4
1 5 4
5 1 REMOVE EXISTING AC PAVEMENT
4 REMOVE EXISTING CURB & GUTTER
SHEET CR00006CONSTRUCT FULL AC PAVEMENT SECTION, DEPTHS OF AC AND AB PER NO. 120-2CONSTRUCT 6" HIGH TYPE A3-6 CURB AND GUTTER PER SPPWC STD PLAN NO. 202, WIDTH PER PLANCONSTRUCT 4" PCC SIDEWALK PER CITY OF SAN BERNARDINO STD PLAN KISS AND RIDE FACILITY SECTIONSEE SHT CR42301 FOR
S. TIPPECANOE AVE - MP 60.91 (4.18)
25 REMOVE EXISTING PCC PAVEMENT
25 2
PB
JOIN EXIST(1058.35 TC)END C&G, SWK & PVMTSTA 15+40.05, 44.00' LT CONCRETE OVERLAYCOLD MILL 0.12' EXISTING PAVEMENT AND CONSTRUCT 0.12' ASPHALT BEGIN TYPE A3-6 CURBEND TYPE C CURB1059.58 TC44.00' LTSTA 13+20.00 17 CONSTRUCT 6" HIGH TYPE C CURB AND GUTTER PER CITY OF SAN BERNARDINO STD PLAN NO. 200 17 6'
44' 10'
393 OF 2425
   
 Packet Pg. 801
REV. DATE APP. 5-18-2018 BY SUB.

DESIGNED BYDRAWN BYCHECKED BYAPPROVED BYDATE
CONTRACT NO.

REVISION SHEET NO.

DRAWING NO.

SCALE
5/24/2018 10:14:14 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_61\26495-06-CR42103.DGN OMAP-INPICS02$

ESSI AL
ER E

NE IG N

ER G SI

D RET E
T TA E
S

OF CALIFORNIA
Exp. 12/31/19
GN SO
HENG
SNIAJ J. KUO
J. BROWN
M
M
M
M
R R
R R
R R
R R
WM
WM
Tippecanoe
Ave
W BF
bollards
here
posts
no
WBOW
9 10
11 268+50 269+00 269+50 270+00 CONSTRUCTION NOTES:
1"=10'
CR42103

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

SOUTH TIPPECANOE AVENUE

GRADE CROSSING LAYOUT
34 34
34 50
48 50
50 48
> MT
15'
15'
15'
15'
15'
10'
34 34
50 50
50 50

EX SBCTA R/W

EX CITY R/W

EX SBCTA R/W

EX CITY R/W

EX SBCTA R/W

EX SBCTA R/W
NOTE:

1. ES4011 AND ES4012, WHICHEVER IS APPLICABLE.SHALL COMPLY WITH SCRRA ENGINEERING STANDARDSPEDESTRIAN FACILITIES AT VEHICLE CROSSINGS CR42401SEE SHT
CR42401SEE SHT
CR42401SEE SHT
CR42401SEE SHT
5' 5'

4.5'

5.5'

4.5'

PROP SBCTA R/W

PROP TCE

PROP EASEMENT

PROP SBCTA R/W

48.50' LTSTA 10+10.94

4.00' LTSTA 10+12.73

3.50' LTSTA 9+82.50

40.50' RTSTA 9+87.35
ELEV = 1062.3'PROP PB LID
ELEV = 1059.7'
ELEV = 1060.4' PROP PB LIDPROP PB LID
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 S. TIPPECANOE AVENUE - MP 60.91 (4.18)
MP 60.91 (4.18)STA > MT = 269+42.43STA > TIPPECANOE AVENUE = 9+98.00 L-11-23211

PER REC DOC

SBCFCD ROE
30'
394 OF 2425
   
 Packet Pg. 802
REV. DATE APP. 5-18-2018 BY SUB.

DESIGNED BYDRAWN BYCHECKED BYAPPROVED BYDATE
CONTRACT NO.

REVISION SHEET NO.

DRAWING NO.

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
8+90.00 GB
1062.89 TC
-0.45%
CL1065
11+00 12+00
CL1055
RT1065 CL1055
CL1065
RT1065
PROPOSED GRADE AT RECORD >
EXISTING GRADE AT RECORD >
9+00
(-0.64%)
1062.45 TR
9+97.99
269+42.43 (MT)
(-1.21%)
(-0.06%)
10+00
LM1065 RM1060
LM1065
13+00 14+00
1062.45 FS
9+87.94 GB
1062.46 FS
10+08.03 GB
1061.79 FS
10+75.00 GB
-0.45% 0.06%
-1.00% -1.29%
11+40.00 GB

JOIN EXIST
(-0.96%)
9+60.00 GB
9+72.35 GB
9+91.68 GB
10+01.27
10+10.85 GB
10+30.18 GB
1062.94 TC
10+40.00 BVC
1062.78 TC
10+52.50
1062.57 TC
10+65.00
1062.57 TC
10+65.00
1062.30 TC
10+77.50
1061.98 TC
10+90.00 PRVC
1061.65 TC
11+02.50
1061.37 TC
11+15.00
1061.37 TC
11+15.00
1061.12 TC
11+27.50 -0.09% -2.71% 0.06% 1.90% -1.05%
G1 = -1.05% G2 = -2.78%
VC = 50'
G1 = -2.78% G2 = -1.50%
VC = 50'
1062.67 TR
269+78.59 (MT)
0" CF
1062.66 TC
0" CF
1062.67 TC
8" CF
1063.04 TC
8" CF
1063.19 TC
8" TO 0"

TRANSITION

CURB HEIGHT

19.33'
0" TO 8"

TRANSITION

CURB HEIGHT

19.33'
9+57.28 GB

JOIN EXIST
11+40.00 EVC

JOIN EXIST
PVI = 1062.68 @ 10+65.00
PVI = 1061.29 @ 11+15.00
9+86.61 GB
1063.08 TC

8.00' LT
1063.11 TC

8.00' LT
9+77.66 GB

BEG ISLAND
10+07.84 GB
1062.70 TC
10+50.00 GB
-0.88%
1063.07 TC

9.00' LT
-1.26%
11+12.00 GB
1061.92 TC

9.00' LT BC
9+77.42

BEG ISLAND
9+87.60 GB
10+08.58 GB
10+75.00 GB
11+12.63 GB
-0.95% -1.30%
1063.17 TC

2.00' RT
1063.14 TC

2.00' RT
1063.13 TC

1.00' RT
1062.50 TC

1.00' RT PCC
1062.01 TC

5.10' LT EC
RM1060

PROPOSED GRADE AT TOP OF WEST MEDIAN CURB

PROPOSED GRADE AT TOP OF EAST MEDIAN CURB
LT1060

EXISTING GRADE AT TOP OF EAST CURB

PROPOSED GRADE AT TOP OF EAST CURB

EXISTING GRADE AT EAST MEDIAN CURB

EXISTING GRADE AT WEST MEDIAN CURB
1062.58 FS
(1060.95 FS)
(1063.20 TC)
(1060.91 TC)
(-0.34%)
(-0.34%)
8+50
LT1060
1059.58 TC
1059.56 TC
-0.03%

43.78' LT
13+20.00
1058.91 FL

44.00' LT GB
13+20.00

54.00' LT GB
13+80.00
-0.60%
-0.61%
1059.44 TC
1058.43 FL

SEE BELOW LEFT
MATCH LINE 14+00.00 LT 1060 (-0.34%)
9+63.52 GB
9+82.85 GB
9+93.53
10+04.20 GB
10+23.53 GB
1062.42 TC
10+40.00 BVC
1062.28 TC
10+52.50
1062.10 TC
10+65.00
1062.10 TC
10+65.00
1061.89 TC
10+77.50
10+90.00 PRVC 0.17% -2.87% 0.06%

2.03% -1.05%
G1 = -1.05% G2 = -2.01%
VC = 50'
1062.20 TR
268+98.22 (MT)
0" CF
1062.19 TC
0" CF
1062.20 TC
8" CF
1062.75 TC
8" CF
1062.60 TC
9+42.00 GB

JOIN EXIST
8" TO 0"

TRANSITION

CURB HEIGHT

19.33'
0" TO 8"

TRANSITION

CURB HEIGHT

19.33'
PVI = 1062.16 @ 10+65.00

EXISTING GRADE AT TOP OF WEST CURB

PROPOSED GRADE AT TOP OF WEST CURB
(1062.71 TC)
8+60.00 GB

1.73%

JOIN EXIST
(1061.85 TC)
9+13.97 GB

JOIN EXIST
(1062.73 TC)
1061.66 TC
11+02.50
1061.42 TC
11+15.00
1061.23 TC
11+15.00
1061.23 TC
11+27.50
1061.06 TC
11+40.00 EVC
1060.93 TC
12+12.01 GB
12+22.01 GB
1059.58 TC
-0.88% -0.50%
VC = 50'
G1 = -2.01% G2 = -0.88%
PVI = 1061.16 @ 11+15.00
8" CF
1060.30 TC
8" TO 6"

TRANSITION

CURB HEIGHT
10'
6" CF
1060.07 TC
LT1060
-0.60%
-0.61%

43.78' LT
15+40.05
1058.71 TC

54.00' LT GB
15+20.09
1059.44 TC
1059.14 TC
14+50.00
1058.83 TC
15+00.00
1058.43 FL
1058.12 FL
14+50.00
1057.82 FL
15+00.00
MATCH LINE 14+00.00

SEE ABOVE RIGHT

PROPOSED GRADE AT WEST FLOWLINE

EXISTING GRADE AT TOP OF WEST CURB

PROPOSED GRADE AT TOP OF WEST CURB
(-0.52%)

PROPOSED GRADE AT WEST FLOWLINE
-1.80%

44.00' LT
15+40.05 GB

JOIN EXIST
(1058.35 TC)

JOIN EXIST
(1057.58 FL)
Lc = 50.80'
8+90.00 GB
1062.94 TC
-0.86%

JOIN EXIST
(1063.18 TC)
Lc = 27.87'
9+18.00 GB
8+90.00 GB
1063.25 TC
1063.02 TC
-0.81%
9+18.00 GB
Lc = 28.04'
8+90.50 GB

0.92%

JOIN EXIST
(1062.97 TC)

JOIN EXIST
(1063.38 TC)
9+32.83 GB
Lc = 44.40'
(0.42%)
CR42201

ROADWAY IMPROVEMENT
HORIZ 1"=20'
PROFILE VERT 1"=4'
S. TIPPECANOE AVENUE - MP 60.91 (4.18)
395 OF 2425
   
 Packet Pg. 803
REV. DATE APP. 5-18-2018 BY SUB.

DESIGNED BYDRAWN BYCHECKED BYAPPROVED BYDATE
CONTRACT NO.

REVISION SHEET NO.

DRAWING NO.

SCALE
5/24/2018 10:15:03 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_59\26495-06-CR42301.DGN OMAP-INPICS01$

ESSI AL
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D RET E
T TA E
S

OF CALIFORNIA
Exp. 12/31/19
GN SO
HENG
SNIAJ J. KUO
J. BROWN
R/W
CL
VARIES 26' TO 40'
R/W
VARIES 44' TO 63'
10'
8' 2'

SOUTH OF CROSSING

SOUTH TIPPECANOE AVENUE
11 R/W R/W
CL
VARIES 41' TO 50'
44' 36'
VARIES 37' TO 50'

IT OCCURSMEDIAN WHERE

NORTH OF CROSSING

6.5'

SOUTH TIPPECANOE AVENUE
MAX
2%
MAX
2%
20 15 15 20
13 13 10

7.5'
14'
1'
TO 10'VAR 4'

6.5'
TO 6'
VAR 4'
CL R/W

SOUTH TIPPECANOE AVENUE

KISS AND RIDE FACILITY NORTH OF CROSSING
50'
MAX
2%
20 8' 0' TO 8.72'
VARIES

41.28'
19 2:1
2:1
2:1
2:1
2:1
2:1
5 TO

0.6%
-2.0%
5 1'
1'
5 3
TO -0.6%
-1.9%

1.5'
3'
R/W

EXIST GROUND

EX EX

EX EX
NTS
NTS
NTS
5 SECTION A-A

EX AC PVMT
NTS
5 9.25'
TCE
PROP
3 6.51%
4'
20 4
PVMT

EX AC
3 2'
1'
VAR
5'
TCE
PROP
4 2'

40.5'
6'
TCE
PROP
2%
TO 18.3'VAR 5.5'
MAX
2%
20 15
2:1
2:1
MAX
2%
15 20
2:1
2:1
TO -0.5%
-1.6%
TO -0.7%
-1.4%
CONSTRUCTION NOTES:
1"=10'
CR42301

ROADWAY IMPROVEMENT

TYPICAL SECTION & CONSTRUCTION DETAILS
6" CF1059.89 TC44.00' LTSTA 12+48.50
11 INSTALL RAISED LANE SEPARATOR SYSTEM PER MANUFACTURER'S DETAIL 5 1315
20 1060.20 BW50.50' LTSTA 12+22.00
1059.82 FS53.25' LTSTA 12+86.08
1060.04 FS53.25' LTSTA 12+54.00
1059.76 BW52.00' LTSTA 12+91.39
1060.04 BW57.25' LTSTA 12+88.28
W=32'
STA 12+70.0010
19 N

9.25' 4' 1060.12 BW 57.25' LT
STA 12+53.50
JOIN EXIST(1059.79 FS) 62.25' LTSTA 12+52.07
JOIN EXIST(1059.69 FS)62.25' LTSTA 12+87.49
4'X3'

DETAIL A
SCALE: 1"=5'
A
5'
2' 1'
2%
34 SAWCUT EXISTING PAVEMENT
20 23
20 3
4 23
40 40
3 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 PLAN NO. 200CONSTRUCT 8" HIGH TYPE A CURB PER CITY OF SAN BERNARDINO STD STD PLAN NO. 200CONSTRUCT 8" HIGH TYPE B CURB AND GUTTER PER CITY OF SAN BERNARDINO NO. 120-2CONSTRUCT 6" HIGH TYPE A3-6 CURB AND GUTTER PER SPPWC STD PLAN 202, WIDTH PER PLANCONSTRUCT 4" PCC SIDEWALK PER CITY OF SAN BERNARDINO STD PLAN NO. NO. 204, WIDTH PER PLANCONSTRUCT COMMERCIAL DRIVEWAY PER CITY OF SAN BERNARDINO STD PLAN DIMENSIONS PER PLANINSTALL ADA DETECTABLE WARNING SURFACE (RAISED TRUNCATED DOME),

7.27%
S. TIPPECANOE AVENUE - MP 60.91 (4.18)
26 CONSTRUCT CURB RAMP PER SPPWC STD PLAN NO. 111-5, CASE A, TYPE 1 26 TRANSITIONHEIGHT BEGIN CURB 8" CF1060.30 TC44.00' LTSTA 12+12.00 END CURB TRANS6" CF1060.07 TC44.00' LTSTA 12+22.00
6" CF1060.00 TC44.00' LTSTA 12+32.15
1060.29 BW57.25' LTSTA 12+28.89
5 5

6.23%
1060.11 BW51.91' LTSTA 12+38.73
1060.09 BW51.91' LTSTA 12+42.73
CONCRETE OVERLAYCOLD MILL 0.12' EXISTING PAVEMENT AND CONSTRUCT 0.12' ASPHALT 1059.46 FL1059.96 TC44.00' LTSTA 12+38.73
1059.43 FL1059.93 TC44.00' LTSTA 12+42.73
6" CF1059.72 TC44.00' LTSTA 12+91.49
15 17
STD PLAN NO. 200CONSTRUCT 6" HIGH TYPE C CURB AND GUTTER PER CITY OF SAN BERNARDINO 17 A

6.84%
396 OF 2425
   
 Packet Pg. 804
REV. DATE APP. 5-18-2018 BY SUB.

DESIGNED BYDRAWN BYCHECKED BYAPPROVED BYDATE
CONTRACT NO.

REVISION SHEET NO.

DRAWING NO.

SCALE
8/23/2018 12:04:50 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_62\26495-06-CR42401.DGN OMAP-INPICS02$

ESSI AL
ER E

NE IG N

ER G SI

D RET E
T TA E
S

OF CALIFORNIA
Exp. 12/31/19
GN SO
HENG
SNIAJ J. KUO
J. BROWN
M
M
M
M
R R 268+75 269+00
R R
269+75 270+00
CR42401
GRADE CROSSING DETAILS 1"=5'

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

EAST SIDE

WEST SIDE
> MT
> MT

11.57'

13.79'

14.03'

2.29'
45°

4.95'
5'
1'
45°
2'

4.95'
5'
45°

7.5'

8.37'

2.5'

20.5'

6.42'

GUTTER LIP

CURB FACE

GUTTER LIP

CURB FACE

CURB FACE GUTTER LIP

GUTTER LIP

CURB FACE

4.5'

4.5'
3'X3'
3'X3'
3'X3'

16.97' 3.29' 1062.87 BW

51.95' LT STA 9+43.50
L=6'50.50' RT STA 10+16.61

EX CITY R/W

EX SBCTA R/W

EX CITY R/W
1062.19 BW66.00' LTSTA 9+71.67
1062.06 BW66.00' LTSTA 9+80.05
1062.55 BW52.00' LTSTA 9+48.87
1062.07 BW66.00' LTSTA 10+02.11
1062.33 BW65.00' LTSTA 10+17.24
1062.45 BW52.00' LTSTA 9+61.77
L=6'58.50' LTSTA 10+10.51
1062.19 TC44.00' LTSTA 9+82.85
1063.03 BW42.50' RTSTA 9+58.50
1062.94 BW57.00' RTSTA 9+82.96
1062.79 BW57.00' RTSTA 9+93.71
1062.80 BW57.00' RTSTA 10+12.37
1062.80 BW57.00' RTSTA 10+21.70
1062.51 BW50.50' LTSTA 10+28.19 L=6'

58.50' LTSTA 9+75.56

2.5'
1062.67 TC36.00' RTSTA 10+10.85

2.5'
L=6'50.50' RTSTA 9+88.38
10'
1062.44 BW55.29' LTSTA 9+61.81
1062.97 BW42.50' RTSTA 9+73.60
39 39
39 39
41 40
41 38 38
41 41
38 40
40 40
40 3839
40 41 INSTALL METAL HAND RAILING PER SCRRA ENGINEERING STD ES4005 40 38
40 1062.67 TC36.00' RTSTA 9+91.68

12.45'

16.36'

6.5'

4.95'
1' 1.28'

PROP R/W

EX SBCTA R/W
4 2.50'
.95'
3'
3'
3'
10'

SOUTH TIPPECANOE AVENUE

SOUTH TIPPECANOE AVENUE
7'X3'
7'X3'
7'X3'

PROP EASEMENT

PROP SBCTA R/W

PROP SBCTA R/W
1062.42 BW65.00' LTSTA 10+28.19
8" CF1062.60 TC44.00' LTSTA 10+23.53
8" CF1063.04 TC36.00' RTSTA 10+30.18
8" CF1063.00 TC36.00' RTSTA 10+33.80
4" CF1062.60 TC36.00' RTSTA 10+39.52
1063.00 BW44.00' RTSTA 10+33.86
1062.50 BW42.50' RTSTA 10+50.88
1062.71 BW42.50' RTSTA 10+39.53
1063.03 BW42.50' RTSTA 10+35.26 1062.85 BW

42.50' RTSTA 10+56.258" CF1062.72 TC36.00' RTSTA 10+56.38 4" CF1062.47 TC36.00' RTSTA 10+50.97
4" CF1062.39 TC44.01' LTSTA 9+48.92
JOIN EXIST(1062.70 TC)44.00' LTSTA 9+42.12JOIN EXIST(1062.86 BW)50.11' LT STA 9+42.14 JOIN EXIST(1063.13 BW)41.67' RTSTA 9+57.12
JOIN EXIST(1063.19 TC)36.00' RTSTA 9+56.11
4" CF1062.86 TC36.00' RTSTA 9+60.96
4" CF1062.85 TC36.00' RTSTA 9+72.58
1062.99 BW42.50' RTSTA 9+62.08

7.65'
7'X3'

10.04'
1062.90 BW51.23' RTSTA 9+82.34
1062.99 BW45.34' RTSTA 9+76.74
1062.97 BW42.50' RTSTA 9+73.98
8" CF1063.07 TC36.00' RTSTA 9+76.45
1063.08 BW41.60' RTSTA 9+57.64
8" CF1063.18 TC36.00' RTSTA 9+57.08
ARM PER SCRRA ENGINEERING STD ES8300, LENGTH PER PLANINSTALL CPUC STD NO. 9 PEDESTRIAN AUTOMATIC WARNING DEVICE WITH GATE DIMENSIONS PER PLANINSTALL ADA DETECTABLE WARNING SURFACE (RAISED TRUNCATED DOME), S. TIPPECANOE AVENUE - MP 60.91 (4.18)

5.8'
1062.40 FS52.00' LTSTA 9+66.06
1062.34 BW66.00' LTSTA 10+17.22
1062.55 TC44.00' LTSTA 10+28.19
1062.51 TC46.48' LTSTA 10+24.97
1062.37 BW49.96' LTSTA 10+15.89
1062.20 TC44.00' LTSTA 10+04.21 1062.43 BW

46.47' LTSTA 10+19.64
1062.17 BW49.73' LTSTA 10+03.67
1063.04 BW36.00' RTSTA 10+30.071063.04 BW35.58' RTSTA 10+30.07 1063.00 BW38.47' RTSTA 10+25.32
1062.71 BW41.85' LTSTA 10+11.28
1062.91 BW41.92' LTSTA 10+21.94
1062.70 BW42.05' LTSTA 9+92.28
1062.93 BW38.50' RTSTA 9+76.83
1062.89 BW38.50' RTSTA 9+79.42
1062.88 BW42.00' RTSTA 9+82.75
1062.16 BW49.96' LTSTA 9+82.11
1062.28 GB50.00' LTSTA 9+73.73
1062.35 GB46.51' LTSTA 9+69.95
1062.40 GB46.51' LTSTA 9+65.96
4" CF1062.41 TC44.00' LTSTA 9+61.67
1062.65 TC44.00' LTSTA 9+65.92
1062.42 FS73.37' LTSTA 10+17.10
1062.50 FS76.83' LTSTA 10+27.53
1062.52 FS75.18' LTSTA 10+28.19
1062.52 FS75.18' LTSTA 10+28.19
1 1
1 1
1 08-28-18 ADDENDUM 1 EA CC
1 NOTES:

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

3. 2.5'
LAYOUT PER PLAN AND AS MODIFIED BY NOTE 3.INSTALL PEDESTRIAN SWING GATE PER SCRRA ENGINEERING STD ES4002, OTHERWISE. CENTER OF PEDESTRIAN GATE ARM POLE, UNLESS NOTEDACCOMPANYING HAND RAILINGS AT 3 FEET FROM BEGIN/END PEDESTRIAN SWING GATE ASSEMBLY/ 1 1
No.

REG ISTERED PROFESSIONAL ENG INEER

STATE OF CALIFORNIA CIVIL

CHRISTOPLIS

CHARLES
045570
397 OF 2425
   
 Packet Pg. 805
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 398 OF 2425
   
 Packet Pg. 806
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 399 OF 2425
   
 Packet Pg. 807
REV. DATE APP. 5-18-2018 BY SUB.

DESIGNED BYDRAWN BYCHECKED BYAPPROVED BYDATE
CONTRACT NO.

REVISION SHEET NO.

DRAWING NO.

SCALE
1/15/2019 11:58:07 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\3042\990937_64\26495-06-CR46101.DGN OMAP-INPICS02$

ESSI AL
ER E

NE IG N

ER G SI

D RET E
T TA E
S

OF CALIFORNIA
Exp. 12/31/19
GN SO
HENG
SNIAJ J. KUO
J. BROWN
0 02-06-19 CONFORMED TJ SG
R R
R R
M
OLSW
HCSOL
XING
STOP
STOP
STOP
Asph.

Asph.

Conc.

W
W
W
T
290 291 292 293
290 291 292 293 290 291 292 293
8 9 10 11 12
N
22' 22
3 '
'

RICHARDSON
STREET
CONSTRUCTION NOTES:

REMOVAL NOTES:

RICHARDSON
STREET
20 0 20 40
SCALE: 1"=20'
>
2'
5'
5'
1"=20'
CR46101

ROADWAY IMPROVEMENT
> MT-1
> MT-2

0.5'R
3'
1 1.5' RT11+13.50 BC
(33' R/W) (25' R/W)
STA > RICHARDSON STREET = 9+95.33STA > MT-1 = 291+52.79 MHTEL
SWK
5'
No.

CURVE DATA
T
L
1 1.50 180°00'00" - 4.71
LAYOUT

EX CITY R/W

EX SBCTA R/W

EX CITY R/W

EX SBCTA R/W
48'-9"
49'
6'

3.5'
SWK

6.5'
49 12
11 4
3 15 20
12 15
1 10
15 3
13 15
5 20
4 3
1 PROTECT IN PLACE
3 SAWCUT EXISTING PAVEMENT45
10 11 INSTALL RAISED LANE SEPARATOR SYSTEM PER MANUFACTURER'S DETAIL 121315
20 1 REMOVE EXISTING AC PAVEMENT
4 REMOVE EXISTING CURB & GUTTER5 REMOVE EXISTING SIDEWALK 6 10
4 4 5 10
6 1
1 1
4 5
4 10
2 25
2 ADJUST TO GRADE, ITEM PER PLAN
25 8
49 INSTALL SIGNAL HOUSE
8 REMOVE EXISTING RAILROAD SIGNAL
15 15
3 1 5

HEADWALLCHANNEL
4 N0°30'18"W

1.5' LT11+13.50 EC
STA > RICHARDSON STREET = 9+80.00STA > MT-2 = 291+52.87MP 61.33 (4.60) (25' R/W) (25' R/W)
DRWYEX

HEADWALLCHANNEL

SEE ELEC PLANS
STA 10+25
> DRWY, W=12'
STA 10+50
JOIN EXISTEND C&G, SWK & PVMTSTA 11+35.00, 22.00' RT
SEE ELEC PLANSSTA 9+35
N89°47'25"E
N89°47'25"E
PP
1'
1 43
43 1
1 5
43 2
2 8

PLANS FOR DETSEE FENCING
2 WV
AV

PROP EASEMENT

PROP TCE

REMOVE EXISTING POLE/BOLLARD

BLOWOFF
(132.50' R/W)
JOIN EXISTBEG C&G, PVMTSTA 9+40.00, 22.00' LT
END SEPARATOR9+67.66
JOIN EXISTBEG C&G, SWK & PVMT STA 9+40.00, 22' RT
(107.50'R/W)
INSTALL STREET LIGHT PER CITY OF SAN BERNARDINO STD PLAN SL-1 (LED) 18 18
26 REMOVE EXISTING AC CURB
26 JOIN EXISTEND C&G, PVMTSTA 11+00.00, 22.00' LT
RICHARDSON STREET - MP 61.33 (4.60)
SEE SIGNAL PLANS FOR DET (TYP)ELEV PER SHEET CR46102PROP PB (TYP) PAD = 1378.5'10'X8'
BEG MED10+05.33
END MED11+15.00
JOIN EXISTEND PVMTSTA 11+35.00, 3.5' LT

SEE UTLITY PLANS FOR DISPOSITIONAIR VAC

PROP SD SEE DRAINAGE PLANS

REMOVE EXISTING DRIVEWAYREMOVE EXISTING RAIL EQUIPMENT PER SIGNAL PLANS DOT 027227W, CPUC 101 SG-61.33
2 GUY
BEG SEPARATOR8+65.00

SEE FENCING PLANS

EXIST BOX CULVERT

LIMITS OF

PLANSSEE FENCING

SEE FENCING PLANS

PLANSSEE FENCING
INSTALL RAISED LANE SEPARATOR SYSTEM MALE END UNIT PER MANUFACTURER'S DETAILCONSTRUCT 8" HIGH TYPE A CURB PER CITY OF SAN BERNARDINO STD PLAN NO. 200CONSTRUCT 8" HIGH TYPE B CURB AND GUTTER PER CITY OF SAN BERNARDINO STD PLAN NO. 200CONSTRUCT 4" PCC SIDEWALK PER CITY OF SAN BERNARDINO STD PLAN NO. 202, WIDTH PER PLANCONSTRUCT DRIVEWAY FOR MAINTENANCE ACCESS PER SCRRA ENGINEERING STD ES4011SHEET 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

R/WEX SBCTA

REMOVE/RELOCATE EXISTING POWER POLE PER DISPOSITION UTILITY PLANS COLD MILL 2" EXISTING PAVEMENT AND CONSTRUCT 2" ASPHALT CONCRETE OVERLAY No.

REG ISTERED PROFESSIONAL ENG INEER

STATE OF CALIFORNIA CIVIL

CHRISTOPLIS

CHARLES
045570

SEE FENCING PLANS
6 25
> DRWY, W=12'
STA 9+54.00
20 20
   
 Packet Pg. 808
REV. DATE APP. 5-18-2018 BY SUB.

DESIGNED BYDRAWN BYCHECKED BYAPPROVED BYDATE
CONTRACT NO.

REVISION SHEET NO.

DRAWING NO.

SCALE
1/15/2019 11:58:58 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\3042\990937_65\26495-06-CR46102.DGN OMAP-INPICS02$

ESSI AL
ER E

NE IG N

ER G SI

D RET E
T TA E
S

OF CALIFORNIA
Exp. 12/31/19
GN SO
HENG
SNIAJ J. KUO
J. BROWN
0 02-06-19 CONFORMED TJ SG
R R
R R
M
OLSW
T
9 10
291+00 291+50 292+00
291+00 291+50 292+00
1"=10'
CR46102

ROADWAY IMPROVEMENT

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

GRADE CROSSING LAYOUT
34 34
50 48
50 50
50 50
48 48
34 > MT-2

15.33'
> MT-2
> MT-1
> MT-1
15'
15'
15'
10' 10'
22' 22'
1'

EX SBCTA R/W

EX CITY R/W

EX SBCTA R/W

EX CITY R/W

EX SBCTA R/W
NOTE:

1. ES4011 AND ES4012, WHICHEVER IS APPLICABLE.SHALL COMPLY WITH SCRRA ENGINEERING STANDARDSPEDESTRIAN FACILITIES AT VEHICLE CROSSINGS 5'SWK
CR46401
CR46401 SEE SHTSEE SHT
STA > MT-2 = 291+52.87STA > RICHARDSON STREET = 9+80.00 MP 61.33 (4.60)STA > MT-1 = 291+52.79STA > RICHARDSON STREET = 9+95.33 SWK

6.5'
3' 20.5' 20.5'

26.50' LTSTA 10+10.46

26.50' RTSTA 9+64.86
RICHARDSON STREET - MP 61.33 (4.60)
ELEV = 1379.7PROP PB LID
ELEV = 1378.9PROP PB LID
ELEV = 1379.1PROP PB LID
ELEV = 1378.2PROP PB LID
ALLOW CONSTRUCTIONIRRIGATION LINE TOABANDONED 16" STEELINTERFERING PORTIONS OF CONTRACTOR SHALL REMOVE

PROP TCE

PROP EASEMENT
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 CR46401SEE SHT
3' 3' 12' CR46401

SEE SHT
   
 Packet Pg. 809
REV. DATE APP. 5-18-2018 BY SUB.

DESIGNED BYDRAWN BYCHECKED BYAPPROVED BYDATE
CONTRACT NO.

REVISION SHEET NO.

DRAWING NO.

SCALE
1/15/2019 12:02:16 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\3042\990937_66\26495-06-CR46201.DGN OMAP-INPICS02$

ESSI AL
ER E

NE IG N

ER G SI

D RET E
T TA E
S

OF CALIFORNIA
Exp. 12/31/19
GN SO
HENG
SNIAJ J. KUO
J. BROWN
0 02-06-19 CONFORMED TJ SG
CL1085
11+00 12+00
LT1080 LT1085 CL1075
PROPOSED GRADE AT RECORD >
EXISTING GRADE AT RECORD >
9+00
(-0.90%)
(-0.68%)
9+40.00 GB
9+69.99 GB
1080.13 FS
1080.13 TR
9+95.33
1080.13 TR
10+05.33 GB
1080.13 FS
11+35.00 GB

0.36% -0.00%
-0.95% JOIN EXIST

JOIN EXIST
(-0.35%)
8+00 10+00
9+80.00
291+52.87 (MT-2)
291+52.79 (MT-1)
(0.73%)
(0.12%)
(0.55%)
9+70.11 GB
9+80.11
9+95.44
10+05.44 GB
1080.21 TC

1.08% -0.00%
-1.10%
-1.37% 1079.94 TR
291+30.87 (MT-2)
1079.94 TR
291+30.80 (MT-1)
0" CF
1079.94 TC
0" CF
1079.94 TC
9+40.00 GB

JOIN EXIST
10+35.00 GB
11+00.00 GB

JOIN EXIST
9+69.88 GB
9+79.88
9+95.21
10+05.22 GB
10+24.55 GB
1080.55 TC
10+35.00 BVC
1080.39 TC
10+47.50
1080.21 TC
10+60.00
1080.21 TC
10+60.00
1080.00 TC
10+72.50
1079.76 TC
10+85.00 PRVC
1079.53 TC
10+97.50
1079.32 TC
11+10.00
1079.32 TC
11+10.00
1079.15 TC
11+22.50 -0.00% 1.79% -1.11%
G1 = -1.11% G2 = -2.02%
VC = 50'
G1 = -2.02% G2 = -1.00%
VC = 50'
9+40.00 GB

JOIN EXIST
11+35.00 EVC

JOIN EXIST
1080.32 TR
291+74.87 (MT-2)
1080.32 TR
291+74.79 (MT-1)
0" CF
1080.32 TC
0" CF
1080.32 TC
8" CF
1080.66 TC
PVI = 1080.27 @ 10+60.00 PVI = 1079.26 @ 11+10.00
-0.38%
1080.39 TC
9+50.55 GB

2.12%
8" TO 0"

TRANSITION

CURB HEIGHT

19.33'
10+05.34 GB
1079.73 TC
11+15.00 GB
-0.97%
1080.78 TC

1.50' LT
11+13.50 BC
1079.76 TC

0.00' LT
10+05.32 GB
1079.76 TC
11+15.00 GB
-0.97%
1080.81 TC

1.50' RT
11+13.50 EC
1079.76 TC

0.00' RT
LM1080 CL1080 RM1080 LT1080
0" TO 8"

CURB HEIGHT TRANSITION

19.33'
LT1080 LM1080 CL1085 CL1080 CL1075 RM1080 LT1085 LT1080

1.28%

0.00%
9+50.78 GB
10+24.77 GB
-2.01%

2.00%
8" CF
1080.32 TC
8" CF
1080.33 TC
8" TO 0"

TRANSITION

CURB HEIGHT

19.33'
0" TO 8"

TRANSITION

CURB HEIGHT

19.33'

PROPOSED GRADE AT TOP OF WEST MEDIAN CURB

PROPOSED GRADE AT TOP OF EAST MEDIAN CURB

EXISTING GRADE AT TOP OF WEST CURB

EXISTING GRADE AT TOP OF EAST CURB

PROPOSED GRADE AT TOP OF WEST CURB

PROPOSED GRADE AT TOP OF EAST CURB

EXISTING GRADE AT WEST MEDIAN CURB

EXISTING GRADE AT EAST MEDIAN CURB
(1080.21 TC)
(1079.32 TC)
(1080.02 FS)
(1078.90 FS)
(1080.17 TC)
(1079.01 TC)
CR46201

ROADWAY IMPROVEMENT
HORIZ 1"=20'
PROFILE VERT 1"=4'
RICHARDSON STREET - MP 61.33 (4.60)
   
 Packet Pg. 810
REV. DATE APP. 5-18-2018 BY SUB.

DESIGNED BYDRAWN BYCHECKED BYAPPROVED BYDATE
CONTRACT NO.

REVISION SHEET NO.

DRAWING NO.

SCALE
1/15/2019 12:02:22 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\3042\990937_67\26495-06-CR46301.DGN OMAP-INPICS02$

ESSI AL
ER E

NE IG N

ER G SI

D RET E
T TA E
S

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

1.5'

1.5'
3'
22' 22'
25'

RICHARDSON STREET

NORTH OF CROSSING

RICHARDSON STREET

SOUTH OF CROSSING
-
TO -0.9%

2.2%
TO

0.9%
-2.3%
20 15
15 5 5
13 13
10 6'
2:1
2:1
2:1

FENCEEXIST
2%
2%
CL
25'
11 2:1
2:1
2%
15 TO

0.9%
-1.7%
-
TO -0.9%

1.9%
2:1
2%
20 15
5 22'
25'
R/W
EX
VAR 25' TO 33'
3'
R/W
EX
22'
6'
5'
R/W
EX
R/W
EX
2:1

EASEMENT
PROP

3.5'
TCE
PROP
5'

6.5'
NTSNTS
MEDIAN STA 10+05.33 TO 11+15.00
STA 8+65.00 TO 9+67.66LANE SEPARATOR
28' 27'
5 CONSTRUCTION NOTES:
1"=10'
CR46301

ROADWAY IMPROVEMENT

TYPICAL SECTION & CONSTRUCTION DETAILS
10 11 INSTALL RAISED LANE SEPARATOR SYSTEM PER MANUFACTURER'S DETAIL 1315
20 5
RICHARDSON STREET - MP 61.33 (4.60)
CONSTRUCT FULL AC PAVEMENT SECTION, DEPTHS OF AC AND AB PER SHEET CR00006OVER 95% COMPACTED NATIVE MATERIAL CONSTRUCT STAMPED CONCRETE MEDIAN PAVEMENT, 4" PCC OVER 4" SAND FILL NO. 200CONSTRUCT 8" HIGH TYPE A CURB PER CITY OF SAN BERNARDINO STD PLAN STD PLAN NO. 200CONSTRUCT 8" HIGH TYPE B CURB AND GUTTER PER CITY OF SAN BERNARDINO 202, WIDTH PER PLANCONSTRUCT 4" PCC SIDEWALK PER CITY OF SAN BERNARDINO STD PLAN NO.    
 Packet Pg. 811
REV. DATE APP. 5-18-2018 BY SUB.

DESIGNED BYDRAWN BYCHECKED BYAPPROVED BYDATE
CONTRACT NO.

REVISION SHEET NO.

DRAWING NO.

SCALE
1/15/2019 12:03:01PM
p:\pwworking\sac\d0756163\SANBAG-ICS-HALF.tbl
C:\Program Files (x86)\Com m on Files\InterPlot\IPLOT\bin\iplotdrvm .plt \\OMAP-INPICS01\ICSforPDF\3042\990937_68\26495-06-CR46401.DGN OMAP-INPICS02$

ESSI AL
ER E

NE IG N

ER G SI

D RET E
T TA E
S

OF CALIFORNIA
Exp. 12/31/19
GN SO
HENG
SNIAJ J. KUO
J. BROWN
0 02-06-19 CONFORMED TJ SG
R R
291+00 291+25
291+00 291+25
R R
291+75 292+00
291+75 292+00
CR46401
GRADE CROSSING DETAILS 1"=5'

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

WEST SIDE

EAST SIDE
> MT-2 > MT-1

CURB FACE

GUTTER LIP

CURB FACE

GUTTER LIP

CURB FACE

GUTTER LIP

4.95'
5'
45°

2.5'5'
45°

5.33'
> MT-2
> MT-1
3'

5.33'

2.5'

7.5'
50'
50' 15.33' 42.17'

4.5'
10'
6'

3.77'

22.63'
10'
3'X3'
3'X3'

CURB FACE

EX SBCTA R/W

EX SBCTA R/W EX SBCTA R/W

EX CITY R/W

EX CITY R/W
1080.32 TC22.00' RTSTA 9+69.88
1080.32 TC22.00' RTSTA 10+05.21
1080.65 BW31.50' RTSTA 10+26.78
1080.24 BW27.00' RTSTA 9+43.77
L=5'35.50' RTSTA 9+64.86
1080.45 BW43.00' RTSTA 9+59.77
1080.50 BW43.00' RTSTA 9+69.77
1080.50 BW43.00' RTSTA 10+05.11 L=5'

35.50' RTSTA 10+10.15
1080.50 BW43.05' RTSTA 10+15.11
40 41
39 39
41 38
38 40
40 40
3839
40 41 INSTALL METAL HAND RAILING PER SCRRA ENGINEERING STD ES4005 3'

4.95'

10.6'

7.5'

4.5'

RICHARDSON STREET

RICHARDSON STREET
6'X3'
6'X3'

16.4'
1'
1080.36 BW28.00' LTSTA 9+43.00
1080.21 BW28.00' LTSTA 9+46.93
1079.98 FS28.00' LTSTA 9+62.93
RICHARDSON STREET - MP 61.33 (4.60)
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), JOIN EXIST(1080.31 BW)27.00' RTSTA 9+40.00
1080.54 FL1080.21 TC22.00' LTSTA 9+40.00
8" CF1079.57 FL1080.24 TC22.00' LTSTA 9+43.00
LAYOUT PER PLAN AND AS MODIFIED BY NOTE 3.INSTALL PEDESTRIAN SWING GATE PER SCRRA ENGINEERING STD ES4002,

No.

REG ISTERED PROFESSIONAL ENG INEER

STATE OF CALIFORNIA CIVIL

CHRISTOPLIS

CHARLES
045570

1.2" CF1080.04 TC22.00' LTSTA 9+62.93
41 38
L=5'36.72' LTSTA 9+68.18
0" CF1079.94 TC22.00' LTSTA 9+70.11
40 40
39 7.5' 39
9'
L=5'36.50' LTSTA 10+10.47
38 1079.73 BW45.46' LTSTA 10+05.56 1079.88 BW

45.46' LTSTA 10+15.56
0" CF1079.94 TC22.00' LTSTA 10+05.44
40 6'X3'
40 3'X3'
5'

2.5'
41 135°

4.9'
1'
10'

24.7'
6'
1080.32 BW28.00' LTSTA 10+33.03

11.3'

15.9'

16.3'
4" CF1080.27 TC22.00' LTSTA 9+46.93
12' 15'
1079.75 BW44.25' LTSTA 9+70.22
1079.75 BW44.31' LTSTA 9+58.93
2" CF1080.10 TC22.00' LTSTA 9+58.93
1080.04 BW28.00' LTSTA 9+58.93
6'

3.8'

5.6'
3'X3'
6'X3'
8" CF1080.32 TC22.00' LTSTA 10+24.77
10'
   
 Packet Pg. 812
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 NO

PARKING

ZONEONLY

STUDENT

LOADING
ONLY
   
 Packet Pg. 813
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:\Program Files (x86)\Com m on Files\InterPlot\IPLOT\bin\iplotdrvm .plt \\OMAP-INPICS01\ICSforPDF\2515\883953_106\26495-06-CR51101.DGN OMAP-INPICS02$

ESSI AL
ER E

NE IG N

ER G SI

D RET E
T TA E
S

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

Asph.

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

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

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

EX CITY R/W

EX SBCTA R/W

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

RAILROAD ANTENNA
DOT 027228D, CPUC 101 SG-61.87

BY OTHERSCONSTRUCTED BRIDGE TO BE

PLANS (TYP)SEE FENCING

R/WSBCTA PROP

IDVA PROJECT - BY OTHERSMOUNTAIN VIEW AVENUE

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

PROP EASEMENT

15.4' FENCE
POLE
BEG C&G, SWK42.00' LTSTA 9+69.91

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

34.9'

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

REG ISTERED PROFESSIONAL ENG INEER

STATE OF CALIFORNIA CIVIL

CHRISTOPLIS

CHARLES
045570
406 OF 2425
   
 Packet Pg. 814
REV. DATE APP. 5-18-2018 BY SUB.

DESIGNED BYDRAWN BYCHECKED BYAPPROVED BYDATE
CONTRACT NO.

REVISION SHEET NO.

DRAWING NO.

SCALE
8/23/2018 12:05:38 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_107\26495-06-CR51102.DGN OMAP-INPICS02$

ESSI AL
ER E

NE IG N

ER G SI

D RET E
T TA E
S

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

MOUNTAIN VIEW AVENUE
1"=10'
CR51102

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

GRADE CROSSING LAYOUT
CR51401

SEE DRAWING
CR51402

SEE DRAWING

EX SBCTA R/W

EX CITY R/W

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

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

38.47' LTSTA 10+45.69

0.00' LTSTA 10+45.69

46.50' RTSTA 9+18.29

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

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

REG ISTERED PROFESSIONAL ENG INEER

STATE OF CALIFORNIA CIVIL

CHRISTOPLIS

CHARLES
045570
407 OF 2425
   
 Packet Pg. 815
REV. DATE APP. 5-18-2018 BY SUB.

DESIGNED BYDRAWN BYCHECKED BYAPPROVED BYDATE
CONTRACT NO.

REVISION SHEET NO.

DRAWING NO.

SCALE
8/23/2018 12:05:55 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_110\26495-06-CR51401.DGN OMAP-INPICS02$

ESSI AL
ER E

NE IG N

ER G SI

D RET E
T TA E
S

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

REG ISTERED PROFESSIONAL ENG INEER

STATE OF CALIFORNIA CIVIL

CHRISTOPLIS

CHARLES
045570
408 OF 2425
   
 Packet Pg. 816
REV. DATE APP. 5-18-2018 BY SUB.

DESIGNED BYDRAWN BYCHECKED BYAPPROVED BYDATE
CONTRACT NO.

REVISION SHEET NO.

DRAWING NO.

SCALE
8/23/2018 12:05:58 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_111\26495-06-CR51402.DGN OMAP-INPICS02$

ESSI AL
ER E

NE IG N

ER G SI

D RET E
T TA E
S

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

REG ISTERED PROFESSIONAL ENG INEER

STATE OF CALIFORNIA CIVIL

CHRISTOPLIS

CHARLES
045570
409 OF 2425
   
 Packet Pg. 817
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 410 OF 2425
   
 Packet Pg. 818
EXHIBIT C-1
Maintenance Agreement
for At-Grade Crossings within MP 53.95 to 61.87 of
the San Gabriel Subdivision
First Mile Quiet Zone Notice of Intent
Packet Pg. 819
Packet Pg. 820
Packet Pg. 821
Packet Pg. 822
Packet Pg. 823
Packet Pg. 824
Packet Pg. 825
Packet Pg. 826
Packet Pg. 827
Packet Pg. 828
Packet Pg. 829
Packet Pg. 830
Packet Pg. 831
Packet Pg. 832
Packet Pg. 833
Packet Pg. 834
Packet Pg. 835
Packet Pg. 836
Packet Pg. 837
Packet Pg. 838
Packet Pg. 839
Packet Pg. 840
Packet Pg. 841
Packet Pg. 842
Packet Pg. 843
Packet Pg. 844
Packet Pg. 845
Packet Pg. 846
Packet Pg. 847
Packet Pg. 848
Packet Pg. 849
Packet Pg. 850
Packet Pg. 851
Packet Pg. 852
Packet Pg. 853
Packet Pg. 854
Packet Pg. 855
Packet Pg. 856
Packet Pg. 857
Packet Pg. 858
Packet Pg. 859
Packet Pg. 860
Packet Pg. 861
Packet Pg. 862
Packet Pg. 863
Packet Pg. 864
Packet Pg. 865
Packet Pg. 866
Packet Pg. 867
Packet Pg. 868
Packet Pg. 869
EXHIBIT C-2
Maintenance Agreement
for At-Grade Crossings within MP 53.95 to 61.87 of
the San Gabriel Subdivision
First Mile Quiet Zone Notice of Establishment
Packet Pg. 870
 
  
 Packet Pg. 871
 
  
 Packet Pg. 872
 
  
 Packet Pg. 873
Exhibit A
City of San Bernardino, California
Quiet Zone Notice of Establishment
November 28, 2017
Page A-1
(Page 1 of 2 of this Exhibit)
Exhibit A
Distribution
The City of San Bernardino, acting as the entity exercising jurisdiction over vehicular traffic at grade crossings within the proposed San Bernardino Quiet Zone, hereby affirms that a Notice of Establishment for the San Bernardino Quiet Zone was distributed on December 1, 2017, in accordance with 49 CFR § 222.43(a)(3) and 49 CFR § 222.43(d)(2)(x), to the following persons by UPS Overnight:

Federal Railroad Administration
Associate Administrator for Railroad Safety
Federal Railroad Administration
1200 New Jersey Avenue, Mall Stop 25
Washington, D.C. 20590
Mr. Ronald Ries
Staff Director, Crossing Safety & Trespass
Prevention
Federal Railroad Administration
RRS-23 Mail Stop 25
1200 New Jersey Avenue
Washington, DC 20590
Mr. James Jordan
Regional Administrator
Federal Railroad Administration
801 I Street, Suite 466
Sacramento, CA 95814
California Public Utilities Commission
Mr. Michael Robertson
Manager, Rail and Crossing Branch
Rail Crossing Engineering Section
California Public Utilities Commission
320 West Fourth Street, Suite 500
Los Angeles, CA 90013
Mr. Sergio Licon
Utilities Engineer
Rail Crossing Engineering Section
California Public Utilities Commission
320 West Fourth Street, Suite 500
Los Angeles, CA 90013
Packet Pg. 874
Exhibit A
City of San Bernardino, California
Quiet Zone Notice of Establishment
November 28, 2017
Page A-2
(Page 2 of 2 of this Exhibit)
BNSF Railway Company (BNSF)
Ms. Tiera Adams
Manager, Public Projects
BNSF Railway
740 East Carnegie Drive
San Bernardino, CA 92408-3571
Southern California Regional Rail Authority (SCRRA)
Mr. Andy Althorp
Principal Engineer - Project Delivery
SCRRA
2558 Supply Street
Pomona, CA 91767
San Bernardino County Transportation Authority (SBCTA)
Mr. Victor Lopez
Program Manager, Transit & Rail Programs
SBCTA
1170 W. 3rd Street, 2nd Floor
San Bernardino, CA 92410
Packet Pg. 875
Exhibit B
City of San Bernardino, California
Quiet Zone Notice of Establishment
November 28, 2017
Page B-1
(Page 1 of 9 of this Exhibit)
Exhibit B
Grade Crossing Inventory Forms
Before SSM Implementation
Grade Crossing Inventory Forms reflecting the existing conditions at each crossing listed in Section 1 of the Notice of Establishment of the San Bernardino Quiet Zone prior to implementation of SSMs are included herewith in conformance with 49 CFR § 222.43(d)(2)(v).

Packet Pg. 876
U. S. DOT CROSSING INVENTORY FORM

DEPARTMENT OF TRANSPORTATION
FEDERAL RAILROAD ADMINISTRATION OMB No. 2130-0017
Instructions for the initial reporting of the following types of new or previously unreported crossings: For public highway-rail grade crossings, complete the entire inventory Form. For private highway-rail grade crossings, complete the Header, Parts I and II, and the Submission Information section. For public pathway grade crossings (including pedestrian station grade crossings), complete the Header, Parts I and II, and the Submission Information section. For Private pathway grade crossings, complete the Header, Parts I and II, and the Submission Information section. For grade-separated highway-rail or pathway crossings (including pedestrian station crossings), complete the Header, Part I, and the Submission Information section. For changes to existing data, complete the Header, Part I Items 1-3, and the Submission Information section, in addition to the updated data fields. Note: For private crossings only, Part I Item 20 and Part III Item 2.K. are required unless otherwise noted. An asterisk * denotes an optional field.

A. Revision Date
(MM/DD/YYYY)
_____/_____/_________
B. Reporting Agency C. Reason for Update (Select only one) D. DOT Crossing  Railroad  Transit  Change in Inventory Number
Data
 New
Crossing
 Closed  No Train
Traffic
 Quiet
Zone Update
 State  Other  Re-Open  Date
Change Only
 Change in Primary
Operating RR
 Admin.

Correction
Part I: Location and Classification Information

1. Primary Operating Railroad
_____________________________________________________

2. State
________________________________

3. County
____________________________________

4. City / Municipality
 In
 Near __________________________

5. Street/Road Name & Block Number
________________________________| __________________
(Street/Road Name) |* (Block Number)

6. Highway Type & No.
_______________________________________

7. Do Other Railroads Operate a Separate Track at Crossing?  Yes  No If Yes, Specify RR
____________, ____________, ____________, _____________

8. Do Other Railroads Operate Over Your Track at Crossing?  Yes  No If Yes, Specify RR
____________, ____________, ____________, _____________

9. Railroad Division or Region
 None _______________________

10. Railroad Subdivision or District
 None _______________________

11. Branch or Line Name
 None _______________________

12. RR Milepost
_______|____________|____________
(prefix) | (nnnn.nnn) | (suffix)

13. Line Segment
*
_________________________

14. Nearest RR Timetable
Station *
__________________________

15. Parent RR (if applicable)
 N/A _____________________________

16. Crossing Owner (if applicable)
 N/A _________________________________

17. Crossing Type
 Public
 Private

18. Crossing Purpose
 Highway
 Pathway, Ped.
 Station, Ped.

19. Crossing Position
 At Grade
 RR Under
 RR Over

20. Public Access
(if Private Crossing)
 Yes
 No

21. Type of Train
 Freight
 Intercity Passenger
 Commuter
 Transit
 Shared Use Transit
 Tourist/Other

22. Average Passenger
Train Count Per Day
 Less Than One Per Day
 Number Per Day_____

23. Type of Land Use
 Open Space  Farm  Residential  Commercial  Industrial  Institutional  Recreational  RR Yard

24. Is there an Adjacent Crossing with a Separate Number?  Yes  No If Yes, Provide Crossing Number __________________

25. Quiet Zone (FRA provided)
 No  24 Hr  Partial  Chicago Excused Date Established _________________

26. HSR Corridor ID
__________________ N/A

27. Latitude in decimal degrees
(WGS84 std: nn.nnnnnnn)

28. Longitude in decimal degrees
(WGS84 std: -nnn.nnnnnnn)

29. Lat/Long Source
 Actual  Estimated

30.A. Railroad Use * 31.A. State Use *

30.B. Railroad Use * 31.B. State Use *

30.C. Railroad Use * 31.C. State Use *

30.D. Railroad Use * 31.D. State Use *

32.A. Narrative (Railroad Use) * 32.B. Narrative (State Use) *

33. Emergency Notification Telephone No. (posted)
_________________________________

34. Railroad Contact (Telephone No.)
______________________________________

35. State Contact (Telephone No.)
_________________________________
Part II: Railroad Information

1. Estimated Number of Daily Train Movements

1.A. Total Day Thru Trains
(6 AM to 6 PM)
__________

1.B. Total Night Thru Trains
(6 PM to 6 AM)
__________

1.C. Total Switching Trains
__________

1.D. Total Transit Trains
__________

1.E. Check if Less Than
One Movement Per Day 
How many trains per week? ______

2. Year of Train Count Data (YYYY)
__________

3. Speed of Train at Crossing

3.A. Maximum Timetable Speed (mph) __________

3.B. Typical Speed Range Over Crossing (mph) From __________ to __________

4. Type and Count of Tracks
Main __________ Siding __________ Yard __________ Transit __________ Industry __________

5. Train Detection (Main Track only)
 Constant Warning Time  Motion Detection AFO  PTC  DC  Other  None

6. Is Track Signaled?
 Yes  No

7.A. Event Recorder
 Yes  No

7.B. Remote Health Monitoring
 Yes  No
FORM FRA F 6180.71 (Rev. 3/15) OMB approval expires 3/31/2018 Page 1 OF 2 ✘
05 26 2016 ✘
027201U
Southern California Regional Rail Authority [SCAX] CALIFORNIA SAN BERNARDINO SAN BERNARDINO ✘ 3RD STREET ✘ ✘ CALIFORNIA REDLANDS MAIN 0000.14 7603 SAN BERNARDIN ✘ SCAX ✘ ✘ ✘
0 ✘
✘

34.0661010 -117.3315960
✘
800-832-5452 817-352-1549 415-703-3722 1 1 2
10 1 10 1
✘
✘
B-2
Packet Pg. 877
FORM FRA F 6180.71 (Rev. 3/15) OMB approval expires 3/31/2018 Page 2 OF 2 U. S. DOT CROSSING INVENTORY FORM
A. Revision Date (MM/DD/YYYY) PAGE 2 D. Crossing Inventory Number (7 char.) Part III: Highway or Pathway Traffic Control Device Information

1. Are there
Signs or Signals?
 Yes  No

2. Types of Passive Traffic Control Devices associated with the Crossing

2.A. Crossbuck
Assemblies (count)

2.B. STOP Signs (R1-1)
(count)

2.C. YIELD Signs (R1-2)
(count)

2.D. Advance Warning Signs (Check all that apply; include count)  None  W10-1 ________  W10-3 ________  W10-11 __________
 W10-2 ________  W10-4 ________  W10-12 __________

2.E. Low Ground Clearance Sign
(W10-5)
 Yes (count_______)
 No

2.F. Pavement Markings 2.G. Channelization
Devices/Medians

2.H. EXEMPT Sign
(R15-3)
 Yes
 No

2.I. ENS Sign (I-13)
Displayed
 Yes
 No
 Stop Lines
 RR Xing Symbols
Dynamic Envelope
 None
 All Approaches
 One Approach
 Median
 None

2.J. Other MUTCD Signs  Yes  No 2.K. Private Crossing Signs (if private)
 Yes  No

2.L. LED Enhanced Signs (List types)
Specify Type _______________
Specify Type _______________
Specify Type _______________
Count __________
Count __________
Count __________

3. Types of Train Activated Warning Devices at the Grade Crossing (specify count of each device for all that apply)

3.A. Gate Arms
(count)
Roadway _____
Pedestrian _____

3.B. Gate Configuration 3.C. Cantilevered (or Bridged) Flashing Light Structures (count)

3.D. Mast Mounted Flashing Lights
(count of masts) _________

3.E. Total Count of
Flashing Light Pairs
 2 Quad
 3 Quad
 4 Quad
 Full (Barrier)
Resistance
 Median Gates
Over Traffic Lane _____
Not Over Traffic Lane _____
 Incandescent
 LED
 Incandescent
 Back Lights Included
 LED
 Side Lights
Included

3.F. Installation Date of Current
Active Warning Devices: (MM/YYYY)
______/___________  Not Required

3.G. Wayside Horn 3.H. Highway Traffic Signals Controlling Crossing
 Yes  No

3.I. Bells
(count)  Yes
 No
Installed on (MM/YYYY) ______/__________

3.J. Non-Train Active Warning
 Flagging/Flagman Manually Operated Signals  Watchman  Floodlighting  None

3.K. Other Flashing Lights or Warning Devices
Count ___________ Specify type ______________________

4.A. Does nearby Hwy
Intersection have
Traffic Signals?
 Yes  No

4.B. Hwy Traffic Signal
Interconnection
 Not Interconnected
 For Traffic Signals
 For Warning Signs

4.C. Hwy Traffic Signal Preemption 5. Highway Traffic Pre-Signals  Yes  No

6. Highway Monitoring Devices
(Check all that apply)
 Yes - Photo/Video Recording
 Yes – Vehicle Presence Detection
 None
 Simultaneous
 Advance
Storage Distance * ____________
Stop Line Distance * ____________
Part IV: Physical Characteristics

1. Traffic Lanes Crossing Railroad  One-way Traffic
 Two-way Traffic
Number of Lanes _______  Divided Traffic

2. Is Roadway/Pathway
Paved?
 Yes  No

3. Does Track Run Down a Street?
 Yes  No

4. Is Crossing Illuminated? (Street
lights within approx. 50 feet from
nearest rail)  Yes  No

5. Crossing Surface (on Main Track, multiple types allowed) Installation Date * (MM/YYYY) _______/__________ Width * ______________ Length * _______________  1 Timber  2 Asphalt  3 Asphalt and Timber  4 Concrete  5 Concrete and Rubber  6 Rubber  7 Metal  8 Unconsolidated  9 Composite  10 Other (specify) ________________________________________________________

6. Intersecting Roadway within 500 feet?
 Yes  No If Yes, Approximate Distance (feet) _________________

7. Smallest Crossing Angle
 0° – 29°  30° – 59°  60° - 90°

8. Is Commercial Power Available? *
 Yes  No
Part V: Public Highway Information

1. Highway System
 (01) Interstate Highway System
 (02) Other Nat Hwy System (NHS)
 (03) Federal AID, Not NHS
 (08) Non-Federal Aid

2. Functional Classification of Road at Crossing
 (0) Rural  (1) Urban
 (1) Interstate  (5) Major Collector
 (2) Other Freeways and Expressways
 (3) Other Principal Arterial  (6) Minor Collector
 (4) Minor Arterial  (7) Local

3. Is Crossing on State Highway
System?
 Yes  No

4. Highway Speed Limit
___________ MPH
 Posted  Statutory

5. Linear Referencing System (LRS Route ID) *

6. LRS Milepost *

7. Annual Average Daily Traffic (AADT)
Year _______ AADT _____________

8. Estimated Percent Trucks
___________________ %

9. Regularly Used by School Buses?
 Yes  No Average Number per Day ___________

10. Emergency Services Route
 Yes  No
Submission Information - This information is used for administrative purposes and is not available on the public website.

Correction
Part I: Location and Classification Information

1. Primary Operating Railroad
_____________________________________________________

2. State
________________________________

3. County
____________________________________

4. City / Municipality
 In
 Near __________________________

5. Street/Road Name & Block Number
________________________________| __________________
(Street/Road Name) |* (Block Number)

6. Highway Type & No.
_______________________________________

7. Do Other Railroads Operate a Separate Track at Crossing?  Yes  No If Yes, Specify RR
____________, ____________, ____________, _____________

8. Do Other Railroads Operate Over Your Track at Crossing?  Yes  No If Yes, Specify RR
____________, ____________, ____________, _____________

9. Railroad Division or Region
 None _______________________

10. Railroad Subdivision or District
 None _______________________

11. Branch or Line Name
 None _______________________

12. RR Milepost
_______|____________|____________
(prefix) | (nnnn.nnn) | (suffix)

13. Line Segment
*
_________________________

14. Nearest RR Timetable
Station *
__________________________

15. Parent RR (if applicable)
 N/A _____________________________

16. Crossing Owner (if applicable)
 N/A _________________________________

17. Crossing Type
 Public
 Private

18. Crossing Purpose
 Highway
 Pathway, Ped.
 Station, Ped.

19. Crossing Position
 At Grade
 RR Under
 RR Over

20. Public Access
(if Private Crossing)
 Yes
 No

21. Type of Train
 Freight
 Intercity Passenger
 Commuter
 Transit
 Shared Use Transit
 Tourist/Other

22. Average Passenger
Train Count Per Day
 Less Than One Per Day
 Number Per Day_____

23. Type of Land Use
 Open Space  Farm  Residential  Commercial  Industrial  Institutional  Recreational  RR Yard

24. Is there an Adjacent Crossing with a Separate Number?  Yes  No If Yes, Provide Crossing Number __________________

25. Quiet Zone (FRA provided)
 No  24 Hr  Partial  Chicago Excused Date Established _________________

26. HSR Corridor ID
__________________ N/A

27. Latitude in decimal degrees
(WGS84 std: nn.nnnnnnn)

28. Longitude in decimal degrees
(WGS84 std: -nnn.nnnnnnn)

29. Lat/Long Source
 Actual  Estimated

30.A. Railroad Use * 31.A. State Use *

30.B. Railroad Use * 31.B. State Use *

30.C. Railroad Use * 31.C. State Use *

30.D. Railroad Use * 31.D. State Use *

32.A. Narrative (Railroad Use) * 32.B. Narrative (State Use) *

33. Emergency Notification Telephone No. (posted)
_________________________________

34. Railroad Contact (Telephone No.)
______________________________________

35. State Contact (Telephone No.)
_________________________________
Part II: Railroad Information

1. Estimated Number of Daily Train Movements

1.A. Total Day Thru Trains
(6 AM to 6 PM)
__________

1.B. Total Night Thru Trains
(6 PM to 6 AM)
__________

1.C. Total Switching Trains
__________

1.D. Total Transit Trains
__________

1.E. Check if Less Than
One Movement Per Day 
How many trains per week? ______

2. Year of Train Count Data (YYYY)
__________

3. Speed of Train at Crossing

3.A. Maximum Timetable Speed (mph) __________

3.B. Typical Speed Range Over Crossing (mph) From __________ to __________

4. Type and Count of Tracks
Main __________ Siding __________ Yard __________ Transit __________ Industry __________

5. Train Detection (Main Track only)
 Constant Warning Time  Motion Detection AFO  PTC  DC  Other  None

6. Is Track Signaled?
 Yes  No

7.A. Event Recorder
 Yes  No

7.B. Remote Health Monitoring
 Yes  No
FORM FRA F 6180.71 (Rev. 3/15) OMB approval expires 3/31/2018 Page 1 OF 2 ✘
05 26 2016 ✘
027204P
Southern California Regional Rail Authority [SCAX] CALIFORNIA SAN BERNARDINO SAN BERNARDINO ✘ 2ND ST ✘ ✘ CALIFORNIA REDLANDS MAIN 0000.27 7603 SAN BERNARDIN ✘ SCAX ✘ ✘ ✘
0 ✘
✘

34.1026990 -117.3033980
✘
800-832-5452 817-352-1549 415-703-3722 1 1 2
10 1 10 1
✘
✘
B-4
Packet Pg. 879
FORM FRA F 6180.71 (Rev. 3/15) OMB approval expires 3/31/2018 Page 2 OF 2 U. S. DOT CROSSING INVENTORY FORM
A. Revision Date (MM/DD/YYYY) PAGE 2 D. Crossing Inventory Number (7 char.) Part III: Highway or Pathway Traffic Control Device Information