Contract Number: BF-20253718
{Client Files <Off-line>/01124/2/AG/2240029.DOCX} 6 of 58
ARTICLE III – CITY OBLIGATIONS
In consideration of the covenants of BNSF set forth herein and the faithful performance thereof, Agency agrees as follows:
1) The City must furnish to BNSF plans and specifications for the Project. Said plans (reduced size 11” x 17”), showing the plan and profile of the roadway work on BNSF right-of-way and marked as Exhibit A, attached hereto and made a part hereof, must be submitted to BNSF for the development of railroad cost estimates. 2) The City must make any required application and obtain all required permits and approvals for the construction of the Project.
3) The City must acquire all rights of way necessary for the construction of the Project.
4) City must make any and all arrangements, in compliance with BNSF’s Utility Accommodation Manual (http://www.bnsf.com/communities/faqs/pdf/utility.pdf), for the installation or relocation of wire lines, pipe lines and other facilities owned by private persons, companies, corporations, political subdivisions or public utilities other than BNSF which may be necessary for the construction of the Project.
5) The City must construct the Project as shown on the attached Exhibit A and do all work (“City’s Work”) provided for in the plans and specifications for the Project, except railroad work that will be performed by BNSF as outlined in the below. The City must furnish all labor, materials, tools and equipment for the performance of City’s Work.
The principal elements of City’s Work are as follows:
A. Design and Reconstruction/Construction of Harbor Dr & Bay Marina Dr;
B. Installation of a pavement marking stop bar in accordance with the Manual on Uniform Traffic Control Devices (hereinafter called, “MUTCD”);
C. Installation of advance warning signs in accordance with the MUTCD;
D. Perform all necessary grading and paving, including backfill of excavations and restoration of disturbed vegetation on BNSF’s right-of-way.;
E. Construct suitable drainage, both temporary and permanent;
Contract Number: BF-20253718
{Client Files <Off-line>/01124/2/AG/2240029.DOCX} 7 of 58 F. Provide all barricades, lights, flagmen or traffic control devices necessary for preventing vehicular traffic from using a portion of the Crossing, during the installation of the concrete crossing surfaces, and also during the installation of the Crossing Signal Equipment;
G. Construct asphalt/concrete roadway surface on approaches to each track.
Roadway surface will match elevation of the Main (and Siding) Track crossing surface(s) and remain level to a point at least thirty (30) feet from nearest rail. Any concrete headers will be constructed no closer than 5’-6” (preferably 6’-0”) from centerline of each track to provide for a minimum of 11’-0” (preferably 12’-0”) opening for track and railroad crossing surface;
H. Perform job site cleanup including removal of all construction materials, concrete debris, surplus soil, refuse, contaminated soils, asphalt debris, litter and other waste materials to the satisfaction of BNSF;
I. Provide BNSF in writing with the total time required from start of preempt cycle of highway traffic control signals until arrival of the train at the highway-rail crossing;
J. Connect the highway traffic control signals to the contact terminals in the interface box including all necessary cable and conduit; and
K. Install the new highway traffic control signals.
6) The City will approve the location of the signals and signal bungalow prior to the installation by BNSF.
7) The City must have advanced railroad crossing signs and standard pavement markings in place at the crossing shown on Exhibit A (if the same are required by the MUTCD) prior to the acceptance of this Project by the City.
8) The City must provide to the BNSF’s Manager of Public Projects written notice to proceed (“Notice to Proceed”) with the railroad portion of the work after receipt of necessary funds for the Project. BNSF will not begin the railroad work (including, without limitation, procurement of supplies, equipment or materials) until written Notice to Proceed is received from City.
9) The City’s Work must be performed by the City or City's contractor in a manner that will not endanger or interfere with the safe and timely operations of BNSF and its facilities.
Contract Number: BF-20253718
{Client Files <Off-line>/01124/2/AG/2240029.DOCX} 8 of 58 10) For any future inspection or maintenance, either routine or otherwise, performed by subcontractors on behalf of the City, City shall require the subcontractors to comply with the provisions of the attached Exhibit C and execute the agreement attached hereto as Exhibit C-1. Prior to performing any future maintenance with its own personnel, the City shall: comply with all of BNSF’s applicable safety rules and regulations; require any City employee performing maintenance to complete the safety training program at the BNSF’s Internet Website “www.contractororientation.com”; notify BNSF when, pursuant to the requirements of Exhibit C, a flagger is required to be present; procure, and have approved by BNSF’s Risk Management Department, Railroad Protective Liability insurance.
11) The City must require its contractor(s) to notify BNSF's Roadmaster at least thirty (30) calendar days prior to requesting a BNSF flagman in accordance with the requirements of Exhibit C attached hereto. Additionally, the City must require its contractor(s) to notify BNSF’s Manager of Public Projects thirty (30) calendar days prior to commencing work on BNSF property or near BNSF railway tracks.
12) The City must include the following provisions in any contract with its contractor(s) performing work on said Project:
A. The City and its contractors are placed on notice that fiber optic, communication and other cable lines and systems (collectively, the “Lines”) owned by various telecommunications companies may be buried on BNSF’s property or right-of-way.
The locations of these Lines have been included on the plans based on information from the telecommunications companies. The City and its contractors will be responsible for contacting BNSF and the telecommunications companies and notifying them of any work that may damage these Lines or facilities and/or interfere with their service. The City’s contractors must mark all Lines shown on the plans or marked in the field in order to verify their locations. The City’s contractors must use all reasonable methods when working in the BNSF right-of- way or on BNSF property to determine if any other Lines (fiber optic, cable, communication or otherwise) may exist.
B. Failure to mark or identify these Lines will be sufficient cause for BNSF’s engineering representative to stop construction at no cost to the City or BNSF until these items are completed.
C. The Contractor will be responsible for the relocation of any facilities or Lines determined to interfere with the construction. The City’s contractor must cooperate fully with all telecommunications company(ies) in performing such relocations.
Contract Number: BF-20253718
{Client Files <Off-line>/01124/2/AG/2240029.DOCX} 9 of 58 D. In addition to the liability terms contained elsewhere in this Agreement, the City’s contractors hereby indemnifies, defends and holds harmless BNSF for, from and against all cost, liability, and expense whatsoever (including, without limitation, attorney’s fees and court costs and expenses) arising out of or in any way contributed to by any act or omission of contractor, its subcontractors, agents and/or employees that cause or in any way or degree contribute to: (1) any damage to or destruction of any Lines by contractor, and/or its subcontractors, agents and/or employees, on BNSF’s property or within BNSF’s right-of-way, (2) any injury to or death of any person employed by or on behalf of any telecommunications company, and/or its contractor, agents and/or employees, on BNSF’s property or within BNSF’s right-of-way, and/or (3) any claim or cause of action for alleged loss of profits or revenue by, or loss of service by a customer or user of such telecommunication company(ies). THE LIABILITY ASSUMED BY
CONTRACTOR WILL NOT BE AFFECTED BY THE FACT, IF IT IS A FACT,
THAT THE DAMAGE, DESTRUCTION, INJURY, DEATH, CAUSE OF ACTION
OR CLAIM WAS OCCASIONED BY OR CONTRIBUTED TO BY THE
NEGLIGENCE OF BNSF, ITS AGENTS, SERVANTS, EMPLOYEES OR
OTHERWISE, EXCEPT TO THE EXTENT THAT SUCH CLAIMS ARE
PROXIMATELY CAUSED BY THE WILLFUL MISCONDUCT OR SOLE
NEGLIGENCE OF BNSF.
13) The City must require compliance with the obligations set forth in this agreement, including Exhibit C and Exhibit C-1, and incorporate in each prime contract for construction of the Project, or the specifications therefor (i) the provisions set forth in Article III and IV; and (ii) the provisions set forth in Exhibit C and Exhibit C-1, attached hereto and by reference made a part hereof.
14) Except as otherwise provided below in this Section 13, all construction work performed hereunder by City for the Project will be pursuant to a contract or contracts to be let by City, and all such contracts must include the following:
A. All work performed under such contract or contracts within the limits of BNSF's right-of-way must be performed in a good and workmanlike manner in accordance with plans and specifications approved by BNSF;
B. Changes or modifications during construction that affect safety or BNSF operations must be subject to BNSF's approval;
C. No work will be commenced within BNSF's right-of-way until each of the prime contractors employed in connection with said work must have (i) executed and
Contract Number: BF-20253718
{Client Files <Off-line>/01124/2/AG/2240029.DOCX} 10 of 58 delivered to BNSF an agreement in the form of Exhibit C-1, and (ii) delivered to and secured BNSF's approval of the required insurance;
D. If it is in City’s best interest, the City may direct that the construction of its Project be done by day labor under the direction and control of the City, or if at any time, in the opinion of the City, if one of its contractors has failed to prosecute with diligence the work specified in and by the terms of said contract, City may terminate its contract with the contractor and take control over the work and proceed to complete the same by day labor or by employing another contractor(s) provided; however, that any contractor(s) replacing the original contractor(s) must comply with the obligations in favor of BNSF set forth above and, provided further, that if such construction is performed by day labor, the City will, at its expense, procure and maintain on behalf of BNSF the insurance required by Exhibit C-1.
E. To facilitate scheduling for the Project, the City shall have its contractors give BNSF’s Roadmaster 90 days advance notice of the proposed times and dates for work windows. BNSF and the City’s contractor will establish mutually agreeable work windows for the Project. BNSF has the right at any time to revise or change the work windows, due to train operations or service obligations. BNSF will not be responsible for any additional costs and expenses resulting from a change in work windows. Additional costs and expenses resulting from a change in work windows shall be accounted for in the contractor’s expenses for the Project.
15) City must advise the appropriate BNSF Manager Public Projects, in writing, of the completion date of the Project within thirty (30) days after such completion date.
Additionally, City must notify BNSF's Manager Public Projects, in writing, of the date on which City and/or its Contractor will meet with BNSF for the purpose of making final inspection of the Project.
16) TO THE FULLEST EXTENT PERMITTED BY LAW, CITY HEREBY RELEASES,
INDEMNIFIES, DEFENDS AND HOLDS HARMLESS BNSF, ITS AFFILIATED
COMPANIES, PARTNERS, SUCCESSORS, ASSIGNS, LEGAL
REPRESENTATIVES, OFFICERS, DIRECTORS, SHAREHOLDERS, EMPLOYEES
AND AGENTS FOR, FROM AND AGAINST ANY AND ALL CLAIMS, LIABILITIES,
FINES, PENALTIES, COSTS, DAMAGES, LOSSES, LIENS, CAUSES OF ACTION,
SUITS, DEMANDS, JUDGMENTS AND EXPENSES (INCLUDING, WITHOUT LIMITATION, COURT COSTS AND ATTORNEYS’ FEES) OF ANY NATURE, KIND
OR DESCRIPTION OF ANY PERSON (INCLUDING, WITHOUT LIMITATION, THE
EMPLOYEES OF THE PARTIES HERETO) OR ENTITY DIRECTLY OR
INDIRECTLY ARISING OUT OF, RESULTING FROM OR RELATED TO (IN WHOLE
OR IN PART) (I) THE USE, OCCUPANCY OR PRESENCE OF CITY, ITS
Contract Number: BF-20253718
{Client Files <Off-line>/01124/2/AG/2240029.DOCX} 11 of 58
CONTRACTORS, SUBCONTRACTORS, EMPLOYEES OR AGENTS IN, ON, OR
ABOUT THE CONSTRUCTION SITE, (II) THE PERFORMANCE, OR FAILURE TO
PERFORM BY THE CITY, ITS CONTRACTORS, SUBCONTRACTORS,
EMPLOYEES, OR AGENTS, ITS WORK OR ANY OBLIGATION UNDER THIS
AGREEMENT, (III) THE SOLE OR CONTRIBUTING ACTS OR OMISSIONS OF
CITY, ITS CONTRACTORS, SUBCONTRACTORS, EMPLOYEES, OR AGENTS IN, ON, OR ABOUT THE CONSTRUCTION SITE, (IV) CITY’S BREACH OF THE
TEMPORARY CONSTRUCTION LICENSE OR EASEMENT GRANTED TO CITY
PURSUANT TO ARTICLE II OF THIS AGREEMENT, (V) ANY RIGHTS OR
INTERESTS GRANTED TO CITY PURSUANT TO THE TEMPORARY
CONSTRUCTION LICENSE OR EASEMENT DISCUSSED IN ARTICLE II OF THIS AGREEMENT, (VI) CITY’S OCCUPATION AND USE OF BNSF’S PROPERTY OR
RIGHT-OF-WAY, INCLUDING, WITHOUT LIMITATION, SUBSEQUENT
MAINTENANCE OF THE STRUCTURE BY CITY, OR (VII) AN ACT OR OMISSION
OF CITY OR ITS OFFICERS, AGENTS, INVITEES, EMPLOYEES OR
CONTRACTORS OR ANYONE DIRECTLY OR INDIRECTLY EMPLOYED BY ANY OF THEM, OR ANYONE THEY CONTROL OR EXERCISE CONTROL OVER. THE
LIABILITY ASSUMED BY CITY WILL NOT BE AFFECTED BY THE FACT, IF IT IS
A FACT, THAT THE DAMAGE, DESTRUCTION, INJURY OR DEATH WAS
OCCASIONED BY OR CONTRIBUTED TO BY THE NEGLIGENCE OF BNSF, ITS
AGENTS, SERVANTS, EMPLOYEES OR OTHERWISE, EXCEPT TO THE EXTENT
THAT SUCH CLAIMS ARE PROXIMATELY CAUSED BY THE WILLFUL
MISCONDUCT OR SOLE NEGLIGENCE OF BNSF.
17) The City agrees to provide BNSF for the performance of their work with one of the following credit enhancements guaranteeing the total amount of City’s financial obligations (including, without limitation, liquidated damages, indemnity obligations and other expenses) under this Agreement:
A. Irrevocable Bank Letter of Credit drawn upon a bank satisfactory to BNSF;
B. Surety Bond underwritten by an insurance company listed in the Department of Treasury Federal Register with terms acceptable to BNSF, in BNSF’s sole discretion; or
C. A posted cash deposit via wire transfer to a BNSF deposit account.
Any irrevocable letter of credit or surety bond provided to BNSF pursuant to this provision shall have a minimum term of eighteen (18) months. The bank issuing the letter of credit and the insurance company issuing the surety bond shall notify BNSF thirty (30) days prior to the expiration date of the letter of credit or the surety bond.
Contract Number: BF-20253718
{Client Files <Off-line>/01124/2/AG/2240029.DOCX} 12 of 58 Upon expiration of any surety bond or letter of credit, the City must immediately provide BNSF with a substitute letter of credit, surety bond or cash deposit as set forth above until the City’s financial obligations to BNSF are fully and finally satisfied.
Any cash deposit provided under this provision will be held in a non-interest bearing account in the name of BNSF. If the City’s financial obligations at the end of the Project are less than the amount of the cash deposit, BNSF shall refund any remaining sum to City.
The City should forward the letter of credit or the surety bond to BNSF’s Manager of Risk Management, 2500 Lou Menk Drive, AOB-1, Fort Worth, Texas 76131 (phone:
817-352-3485). If posting a cash deposit pursuant to this provision, contact BNSF Manager of Risk Management to obtain the BNSF account information.
ARTICLE IV – JOINT OBLIGATIONS
IN CONSIDERATION of the premises, the parties hereto mutually agree to the following:
1) 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 hereunder to perform the same and thereafter diligently prosecuted to conclusion in its logical order and sequence. Furthermore, any changes or modifications during construction which affect BNSF will be subject to BNSF's approval prior to the commencement of any such changes or modifications.
2) The work hereunder must be done in accordance with the Exhibit A and the detailed plans and specifications approved by BNSF.
3) The City must require its contractor(s) to reasonably adhere to the Project's construction schedule for all Project work. The parties hereto mutually agree that BNSF's failure to complete the railroad work in accordance with the construction schedule due to inclement weather or unforeseen railroad emergencies will not constitute a breach of this Agreement by BNSF and will not subject BNSF to any liability. Regardless of the requirements of the construction schedule, BNSF reserves the right to reallocate the labor forces assigned to complete the railroad work in the event of an emergency to provide for the immediate restoration of railroad operations of either BNSF or its related railroads, or to protect persons or property on or near any BNSF owned property. BNSF will not be liable for any additional costs or expenses resulting from any such redirecting their labor forces to other matters. The parties mutually agree that any reallocation of labor forces by BNSF pursuant to this provision
Contract Number: BF-20253718
{Client Files <Off-line>/01124/2/AG/2240029.DOCX} 13 of 58 and any direct or indirect consequences or costs resulting from any such reallocation will not constitute a breach of this Agreement by BNSF.
4) BNSF will have the right to stop construction work on the Project if any of the following events take place: (i) City (or any of its contractors) performs the Project work in a manner contrary to the plans and specifications approved by BNSF; (ii) City (or any of its contractors), in BNSF’s opinion, prosecutes the Project work in a manner that is hazardous to BNSF property, facilities or the safe and expeditious movement of railroad traffic; (iii) the insurance described in the attached Exhibit C-1 is canceled during the course of the Project; or (iv) City fails to pay BNSF for the Temporary Construction License or the Easement pursuant to Article II, Section 1 of this Agreement. The work stoppage will continue until all necessary actions are taken by City or its contractor to rectify the situation to the satisfaction of BNSF’s Division Engineer or until proof of additional insurance has been delivered to and accepted by BNSF. In the event of a breach of (i) this Agreement, (ii) the Temporary Construction License, or (iii) the Easement, BNSF may immediately terminate the Temporary Construction License or the Easement. Any such work stoppage under this provision will not give rise to any liability on the part of BNSF. BNSF’s right to stop the work is in addition to any other rights BNSF may have including, but not limited to, actions or suits for damages or lost profits. In the event that BNSF desires to stop construction work on the Project, BNSF agrees to immediately notify the following individual in writing:
National City
City Manager
1243 National City Blvd
National City, CA 91950
5) The City must supervise and inspect the operations of all City contractors to ensure compliance with the plans and specifications approved by BNSF, the terms of this Agreement and all safety requirements of BNSF. If BNSF determines that proper supervision and inspection are not being performed by City personnel at any time during construction of the Project, BNSF has the right to stop construction (within or adjacent to its operating right-of-way). Construction of the Project will not proceed until City corrects the to BNSF’s reasonable satisfaction. If BNSF feels the situation is not being corrected in an expeditious manner, BNSF will immediately notify the City’s City Manager for appropriate corrective action.
6) Pursuant to this section and Article II, Section 6 herein, City must reimburse BNSF in full for the actual costs of all work performed by BNSF under this Agreement
Contract Number: BF-20253718
{Client Files <Off-line>/01124/2/AG/2240029.DOCX} 14 of 58 (including taxes, such as applicable sales and use taxes, business and occupation taxes, and similar taxes), less BNSF’s Share as set forth in Article IV, Section 6 herein.
BNSF’s share must be paid upon completion of the Project. In any action brought under this Agreement, the prevailing party shall be entitled to recover its actual costs and attorneys fees pursuant to California Civil Code Section 1717, as well as other litigation costs, including expert witness fees. The prevailing Party shall also be entitled to recover all actual attorneys fees and litigation costs incurred in connection with the enforcement of a judgment arising from such action or proceeding.
7) All expenses detailed in statements sent to City pursuant to Article II, Section 6 herein will comply with the terms and provisions of the Title 23 U.S. Code, Title 23 Code of Federal Regulations, and the Federal-Aid Policy Guide, U.S. Department of Transportation, as amended from time to time, which manual is hereby incorporated into and made a part of this Agreement by reference. The parties mutually agree that BNSF's preliminary engineering, design, and contract preparation costs described in Article II, Section 2 herein are part of the costs of the Project even though such work may have preceded the date of this Agreement.
8) The construction of the Project will not commence until City gives BNSF's Manager Public Projects thirty (30) days prior written notice of such commencement. The commencement notice will reference BNSF's file number and D.O.T. Crossing No. 026900R, 026904T and must state the time that construction activities will begin.
9) In addition to the terms and conditions set forth elsewhere in this Agreement, BNSF and the City agree to the following terms upon completion of construction of the Project:
A. The City will own and be fully responsible for repairs, maintenance, future construction or reconstruction of the Harbor Drive & Bay Marina Drive roadway, including the portion of roadway located between the tracks.
B. The City will maintain the elevation of the Harbor Drive & Bay Marina Drive roadway approaches to match the elevation on the railroad track crossing surfaces and to be no more than three (3) inches above or six (6) inches below top-of-rail elevation at a distance measured thirty (30) feet from the nearest rail.
C. The City will maintain the advanced railroad crossing warning signs and pavement markings and agrees to hold harmless and indemnify BNSF for any claims, damages or losses, in whole or in part, caused by or due to the City’s failure to maintain the advanced warning signs and markings or other requirements of the MUTCD.
Contract Number: BF-20253718
{Client Files <Off-line>/01124/2/AG/2240029.DOCX} 15 of 58
D. City will do nothing and permit nothing to be done in the maintenance of the Harbor Drive & Bay Marina Drive roadway, which will interfere with or endanger facilities of BNSF.
E. It is expressly understood by City and BNSF that any right to install utilities will be governed by a separate permit or license agreement between the Parties.
F. BNSF will, at its sole cost and expense, operate and maintain the Crossing Signal Equipment, Crossing Signal Control House, and the new crossing surfaces, from end-of-tie to end-of-tie, in proper condition.
G. Notwithstanding the preceding provision, if any regulations, ordinances, acts, rules or other laws subsequently passed or amended by the Agency or any other governmental or legislative authority increase the Agency’s portion of maintenance cost under this Agreement, BNSF will receive the benefit of any such regulations, ordinances, acts, rules or other laws and the Agency’s increased portion of maintenance costs will be incorporated into and made a part of this Agreement.
H. If a railway or highway improvement project necessitates rearrangement, relocation, or alteration of the Crossing Signal Equipment, Crossing Signal House, or the new crossing surface installed hereunder, the costs for such rearrangement, relocation or alteration will be the responsibility of the party requesting such changes.
I. If any of the Crossing Signal Equipment is partially or wholly destroyed, then such repair and/or replacement costs must be distributed among the parties as follows:
i) BNSF must, at its sole cost and expense, replace or repair such Crossing Signal Equipment and/or Crossing Signal House. Except for the new warning devices added to protect the Bike path.
ii) City must, at its sole cost and expense, reimburse to replace or repair the dedicated bike path Crossing Signal Equipment.
J. BNSF will operate and maintain, at its expense, the necessary relays and other materials required to preempt the highway traffic control signals with the grade crossing warning devices.
Contract Number: BF-20253718
{Client Files <Off-line>/01124/2/AG/2240029.DOCX} 16 of 58 K. BNSF will operate and maintain, at its expense, the railroad crossing warning devices up to the contact terminals in the interface box.
L. City will own, operate and maintain, at its expense, the highway traffic control signals up to and including connection to the contact terminals in the interface box including all necessary cable and conduit.
10) The City must notify and obtain prior authorization from BNSF's Manager of Public Projects before entering BNSF's right-of-way for Inspection and Maintenance purposes and the BNSF Manager of Public Projects will determine if flagging is required. If the construction work hereunder is contracted, City must require its prime contractor(s) to comply with the obligations set forth in Exhibit C and Exhibit C-1, as the same may be revised from time to time. City will be responsible for its contractor(s) compliance with such obligations.
11) Any books, papers, records and accounts of the Parties hereto relating to the work hereunder or the costs or expenses for labor and material connected with the Project construction will at all reasonable times be open to inspection and audit by the agents and authorized representatives of the parties hereto, as well as the State of California and the Federal Highway Administration, for a period of three (3) years from the date of final BNSF invoice under this Agreement.
12) The covenants and provisions of this Agreement are binding upon and inure to the benefit of the successors and assigns of the Parties. Notwithstanding the preceding sentence, neither Party may assign any of its rights or obligations without the prior written consent of the other Party which shall not be unreasonably withheld.
13) In the event construction of the Project does not commence within one year of the Effective Date, this Agreement will become null and void. Either Party may extend such time with the consent of the other which shall not be unreasonably withheld.
14) Neither termination nor expiration of this Agreement will release either party from any liability or obligation under this Agreement, whether of indemnity or otherwise, resulting from any acts, omissions or events happening prior to the date of termination or expiration.
15) To the maximum extent possible, each provision of this Agreement will be interpreted in such a manner as to be effective and valid under applicable law. If any provision of this Agreement is prohibited by, or held to be invalid under, applicable
Contract Number: BF-20253718
{Client Files <Off-line>/01124/2/AG/2240029.DOCX} 17 of 58 law, such provision will be ineffective solely to the extent of such prohibition or invalidity and the remainder of the provision will be enforceable.
16) This Agreement (including exhibits and other documents, manuals, etc. incorporated herein) is the full and complete agreement between BNSF and City with respect to the subject matter herein and supersedes any and all other prior agreements between the parties hereto.
17) Any notice provided for herein or concerning this Agreement must be in writing and will be deemed sufficiently given when sent by certified mail, return receipt requested, to the parties at the following addresses:
BNSF: BNSF's Manager Public Projects
740 E Carnegie Dr
San Bernardino, CA 92408
City: National City Manager
1243 National City Blvd
National City, CA 91950
SIGNATURE PAGE FOLLOWS
Contract Number: BF-20253718
{Client Files <Off-line>/01124/2/AG/2240029.DOCX} 18 of 58 IN WITNESS WHEREOF, the parties hereto have caused this Agreement to be executed and attested by its duly qualified and authorized officials or representatives as of the day and year first above written.
BNSF RAILWAY COMPANY
By:
Printed Name:
Title:
CITY
City Of National City
By:
Printed Name:
Title: _City Manger
Approved as to form:
____________________
City Attorney
Contract Number: BF-20253718
{Client Files <Off-line>/01124/2/AG/2240029.DOCX} 19 of 58 Exhibit A
[See attached]
NOT FORCONSTRUCTION
BAYSHORE BIKEWAY SEGMENT 5National City
NLOCATION MAP
FILL..................1166 CYEXPORT..........2186 CYCUT..................3352 CY Exhibit A
Exhibit A
26 27 28 29 30
WARNING!!! GAS
WARNING!!! GAS
WARNING!!! GAS
WARNING!!! GASBAY MARINA DR
MARINA WAY
NATINAL CITY R/W
NATIONAL CITY R/W
BAYSHORE BIKEWAY CENTERLINE
BAYSHORE BIKEWAY CENTERLINE
NATIONAL CITY R/W
R/W
PROPOSED TC FORREFERENCE ONLY, TYP.26+87.63, 37.58' L26+94.34, 61.60' L 27+61.75, 10.53' L27+61.70, 4.24' R
29+70.23, 25.08' R30+07.12, 0.25' R
30+01.30, 73.27' L
29+92.29, 72.63' L29+92.58, 68.70' L29+90.24, 68.26' L
29+90.22, 72.20' L
29+79.44, 72.22' L29+79.20, 25.74' L
29+54.70, 9.62' L29+47.83, 9.65' L
29+47.76, 5.13' R26+40.99, 6.90' L26+32.38, 26.51' R
26+17.30, 31.22' R
25+88.65, 6.03' R25+88.34, 7.94' L
26+23.71, 18.99' L26+18.00, 17.67' L26+26.04, 10.85' L
26+13.40, 17.07' R
1TREE3
1TREE
1TREE1TREE (TYP)141WM 1ELEC2TS CABINET
1WV 2MH
1LIGHT
1POLE
3 1SDMH
1COMM
1WTR 1WTR
1SDCI1S/W1CABL
1ELEC
1WTR
1CABL1SS 2LT PB
1CONC.
44 4
43 1TREE
1TREE
3 14
1SL1TREE1LT PB1LT PB (TYP)1LT PB
1TS PB1WM
1S/W14
1CONC.
3 1LT (TYP)1LT (TYP)
122WM PB
1SL
1LT PB1LT PB1WV
111111
1211
114
3 1CONC.1CONC.
14 14 1S/W1S/W
142LT PB
2SIGN
1WM
1WV
17 15
1SD
1ICV
17 122WM
11 1WTR PB
1IRR CABINET
2WV,FH1WTR2WV
1ELEC
1GAS
1COMM 1GAS
6 61C&G
6 6
7 1TS PB
13LT PB
1C&G
1C&G
1S/W
1C&G4
4 3
26+03.91, 40.04' L
16XXXXXXXX
PROPOSED TC FORREFERENCE ONLY, TYP.
26+13.17, 27.54' L
26+06.85, 24.51' L18
1BNSF CONCRETE PANELS
26+08.72, 59.28' L
26+12.52, 73.15' L
26+12.11, 64.83' L
3 11
11 19
19 19
14 26+06.77, 56.68' L26+04.05, 62.64' L26+09.65, 87.75' L26+11.66, 89.15' L 144
26+63.60, 129.44' L26+76.59, 130.04' L26+75.11, 163.20' L26+62.05, 162.90' L26+60.08, 205.48' L 26+73.14, 204.42' L26+72.15, 225.88' L26+05.85, 225.21' L4 3 34 20
20 1SS
BNSF R/W
1BNSF CONCRETE PANELS1BNSF CONCRETE PANELS
BNSFR/W19
NOT FORCONSTRUCTION
LEGENDPROPERTY LINESAWCUT LINEDAYLIGHT LINEUTILITY REMOVAL
DEMOLITION NOTESGENERAL NOTES
MATCHLINE STA 30+04SEE SHEET 12
MATCHLINE STA 24+90SEE SHEET 10
CLEVELAND AVE
N0'20'40'SCALE 1" = 20'XXXXXX
Exhibit A
70 71
72 1C&G
1SW
1RAILROADTRACKS1SIGN
R/W
MTS R/W1GAS 1TREE
11 6 6
63 13PM 2COMM PB
2GV(TYP)
3 1COMM3
2COMM VAULT
WARNING!!! GASWARNING!!! GAS
1COMM
PROPOSED TC FORREFERENCE ONLY, TYP.
PROPOSED TC FORREFERENCE ONLY, TYP.PROPOSED TC FORREFERENCE ONLY, TYP.
MTS R/W
2GV
44 44
15 3
4 40'
1WTR
73 74 75
75SW 1C&G1SW
3 1DW
1C&G 1C&G1C&G
1SD
1TREE
1RAILROADTRACKS
1RAILROADTRACKS
1GAS 1SDCB
1COMM1COMM PB
HARBOR DRIVE
R/W
BNSF R/W
R/W
BNSF R/WPROPOSED TC FORREFERENCE ONLY, TYP.WARNING!!! GAS 1COMM VAULT
44 44 47
100'
BNSF RR TRACKSDOT #026900RBNSF SAN DIEGO SUBDIVISION
1RR GATE1RR GATE
1RR CANTILEVER
1RR GATE1RR GATE1RR CANTILEVER
REMOVE EXISTING BNSF SIGNAL HOUSEAND TERMINATION BOX BY BNSF FORCES
REMOVE EXISTING BNSF SIGNAL HOUSEAND TERMINATION BOX BY BNSF FORCES 21FLASHERS
21FLASHERS21FLASHERS
21FLASHERS
21FLASHERS
NOT FORCONSTRUCTION
LEGENDPROPERTY LINESAWCUT LINEDAYLIGHT LINEDEMOLITION NOTES
GENERAL NOTES
SEE SHEET 14
MATCHLINE STA 69+76
SEE BELOW LEFTMATCHLINE STA 72+12
CIVIC CENTER DR
HARBOR DR
MATCHLINE STA 72+12SEE ABOVE RIGHT
MTS/SD&AE RR TRACK
N
0'20'40'SCALE 1" = 20'
N
0'20'40'SCALE 1" = 20'
Exhibit A
SLSLSLSLSLSL
SLSLSLSLSLSLSLSLSL
E E E E E E E E E E E E E E E E EE E E E E E E E E E
E
E E
EE EE EE E
E
E
EEEE
GGG
G
G GGGGGG
GGGG
SD
SD
SD
SD
SDSDSDSDSD
SD
SD
SD
SD
SD
SD SSSSSSSSSS
SS
SSWWWWWWWWWWWWWWWWWWWWWWWWWWSSSS
EEE E EEEE
WW
W
W
W
W
W
WWW
WWWWWWW
WWWW
SS
SSSS
SS
GGGGGGGGGGWWWWW
GGGG
GGGGGG
GG
WWEEEEEEE EEEEEEESL
SL
SLSLSLSL
WWWWWWWWWWWWWWW
WWWWWWWW
WSSSSSSSS
SSSSSSSSSSSS
E
E
E
E
E
E
E
E
E
E
CABLCABLCABLCABLCABLCABLCABLCABLCABLCABLCABLCABLCABLCABLCABLCABLCABL
CABLCABLCABLCABLCABLCABLCABLCABLCABLCABL
GGG
GGGGGGG COMM
COMMCOMM
COMMCOMM
COMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMM
COMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMM
SSSSSSSSSSSSSSSSSSSSSSSS
WWWWWWWWWWWWWWWWWWWWWW
SLSLSLSLSLSL
SLSLSLSLSLSLSLSLSL
E E E E E E E E E E E E E E E E EE E E E E E E E E E
E
E E
EE EE EE E
E
E
EEEE
GGG
G
G GGGGGG
GGGG
SD
SD
SD
SD
SDSDSDSDSD
SD
SD
SD
SD
SD
SD SSSSSSSSSS
SS
SSWWWWWWWWWWWWWWWWWWWWWWWWWWSSSS
EEE E EEEE
WW
W
W
W
W
W
WWW
WWWWWWW
WWWW
SS
SSSS
SS
GGGGGGGGGGWWWWW
GGGG
GGGGGG
GG
WWEEEEEEE EEEEEEESL
SL
SLSLSLSL
WWWWWWWWWWWWWWW
WWWWWWWW
WSSSSSSSS
SSSSSSSSSSSS
E
E
E
E
E
E
E
E
E
E
CABLCABLCABLCABLCABLCABLCABLCABLCABLCABLCABLCABLCABLCABLCABLCABLCABL
CABLCABLCABLCABLCABLCABLCABLCABLCABLCABL
GGG
GGGGGGG COMM
COMMCOMM
COMMCOMM
COMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMM
COMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMM
SSSSSSSSSSSSSSSSSSSSSSSS
WWWWWWWWWWWWWWWWWWWWWW5 6 7 8
25 25PCC 4+89.62, 28.93' L
PT 8+23.06, 57.79' L
PT 5+00.37, 25.78' L4+76.68, 20.58' LFS:(25.05) ME
8+16.12, 105.79' LFS:(27.65) ME
8+16.09, 109.72' LFS:(27.61) ME8+05.31, 109.70' LFS:(27.81) ME8+24.70, 109.77' LFS:(27.50) ME 7+80.85, 46.98' LFS:(27.81) ME7+73.98, 46.98' LFS:(27.76) ME 5+89.02, 37.65' LFS:(25.75) ME5+89.14, 47.02' LFS:(25.88) ME 25+44.92, 32.20' RFS:(24.86) ME25+32.05, 26.78' RFS:(24.56) ME25+32.06, 18.44' RFS:(24.34) ME25+27.57, 18.51' RFS:(24.38) ME 25+27.74, 8.06' RFS:(24.43) ME24+93.36, 34.47' RFS:(25.81) ME25+11.25, 64.60' RFS:(25.69) ME 25+32.70, 64.73' RFS:(25.09) ME
BAY MARINA DR
CLEVELAND AVE
MARINA WAY
147
8+05.28, 63.21' LFS:(27.84) ME4+76.66, 47.00' LFS:(25.41) ME 4 434
14 1TREE
1LIGHT
4 26
FL:(24.61) MELIP:(24.82) ME
FL:(24.48) MELIP:(24.54) ME4+76.72, 32.08' LTC:(25.14) ME 5+00.37, 11.78' LFS:(25.40) ME
7+97.08, 11.35' LFS:(27.65) ME
8+33.24, 35.89' LFS:(27.97) ME
8+33.73, 109.64' LFS:(27.32) ME
FL:(27.13) MELIP:(26.99) ME
7+89.27, 46.98' LFS:(27.77) ME
36 26
1TREE1TREE1TREE1TREE
26 25+26.25, 64.68' RTC:(25.34) ME
1S/W5
1POLE4 4
1ICV
1SDMH 1SD
1WTR
1WTR1SDCI1S/W
1CABL1ELEC
48 14
14 4
25 25
25 26
27 28 29 30
2FH
1WM
2WV
2WV
1WV
1ELEC1SS1WTR
1WTR2WV
1WTR
1CABL1SS
8 8
8+25.20, 109.77' LTC:(27.51) ME
26 (26)
1WM2WM 1WV1WM1LT PB
43 358
35 35
88+08.65, 19.61' LFS:(27.67) ME
2WM
R16'
1IRRIGATION1TREE
1BFP1WM1WM
5+32.51, 11.86' LFS:(25.56) ME5+46.85, 11.72' LFS:(25.55) ME5+46.12, 8.92' LFS:(25.58) ME 8+09.72, 15.14' LFS:(27.75) ME 8+36.77, 37.14' LFS:(28.02) ME
8+32.74, 51.75' LFS:(27.83) ME
26+03.91, 40.04' LFS:(24.80) ME
4 4
1SD
5+99.10, 37.59' LFS:(25.85) ME5+99.09, 32.56' LFS:(25.77) ME 7+74.18, 32.49' LFS:(27.52) ME
2SS MH
25 26 27
282842525 3636
1TREE
4 5260'x70'
1SL1SLPB
PCC 26+28.59, 15.84' R
PT 25+36.25, 16.08' L
PT 26+29.74, 4.45' RPT 26+27.16, 23.58' R
26+06.85, 24.51' LFS:(24.75) ME
887PC 25+95.36, 16.74' L
PC 26+30.27, 8.08' R
26 2526+06.73, 56.75' LFS:(24.66) ME26+04.05, 62.64' LFS:(24.71) ME 26+09.65, 87.75' LFS:(24.47) ME26+11.67, 89.12' LFS:(24.32) ME 26+09.54, 57.93' LFS:(24.14) ME26+12.11, 64.83' LFS:(24.02) ME 26+35.21, 72.69' LFS:(23.91) ME44321 6
NATINAL CITY R/W
NATIONAL CITY R/W
BAYSHORE BIKEWAY CENTERLINECL
BAYSHORE BIKEWAY CENTERLINE
CL
WARNING!!! GAS
WARNING!!! GAS
18.6'
6.8'
WARNING!!! GAS
WARNING!!! GAS
SEE DRAINAGE IMPROVEMENT SHEETS
NATIONAL CITY R/W
WARNING!!! GAS6.8' 10'6'
NATIONAL CITY R/WNATIONAL CITY R/W
NATIONAL CITY R/W
NATIONAL CITY R/W
4.6'5'
12"PVC WTR PER 2013500112"STEEL WTR (ABANDONED)
SEE SHEET 55 FOR WATERRELOCATION IMPROVEMENTS
SEE SHEET 55 FOR WATERRELOCATION IMPROVEMENTS
PROFILE VIEW NAME: PV 002
1520253035
1520253035
???TC:25.59
???TC:27.81
???TC:25.64
???TC:27.71-0.86%1.75% 1.05% 0.53%0.86%1.65%0.99%-1.45%1.20% 0.58% -1.17% PVI:4+76.72, 32.08' LTC:(25.14) ME
PVI:8+25.20, 109.77' LTC:(27.51) ME
PVI:6+94.09, 25.72' LTC:26.86
PVI:7+73.98, 25.70' LTC:27.43
PVI:7+39.09, 25.71' LTC:27.24
PVI:6+69.05, 25.73' LTC:26.59
PVI:6+34.08, 25.74' LTC:26.02
PVI:5+59.36, 25.77' LTC:25.23
PVI:5+84.24, 25.76' LTC:25.52
PVI:8+24.88, 102.03' LTC:27.58
PVI STA:5+16.05, 25.78' L30.00' VCPVI EL:25.85A:3.20%K:9.37 PVI STA:8+23.71, 73.74' L35.00' VCPVI EL:27.91A:1.75%K:20.00 TC:27.52PC:7+89.60, 25.70' L
TC:25.38PCC:4+89.62, 28.93' L
TC:27.82PT:8+23.06, 57.79' L
TC:25.58PT:5+00.37, 25.78' L
(25.2)25.18
(25.3)25.45
(26.4)26.68
(27.2)27.45
(27.6)27.67
25.62(25.2)
25.68(25.4)
25.32(25.1)
25.71(25.5)
25.95(25.7)
26.33(26.0)
26.93(26.7)
27.14(26.8)
27.31(27.0)
27.59(27.4)
27.74(27.7)
27.84(27.5)
BVC:5+01.05, 25.78' L
EVC:5+31.05, 25.77' L
()
BVC:8+22.96, 56.25' L
EVC:8+24.43, 91.22' L
(1.20%) (-3.01%)
Δ=51.21' Δ/412.80'Δ/412.80'Δ/412.80'Δ/412.80'
PROPOSED TOP OF CURB
EXISTING GRADE
1315202530
Δ/411.80'Δ/411.80'Δ/411.80'Δ/411.80'
1.41%-1.50%-1.40%1.50%1.00%-2.30%-1.06%-1.25%
PVI:26+27.06, 22.66' RTC:25.27
PVI:26+15.57, 13.55' LTC:24.91
PCC/PVI:26+28.52, 15.96' RTC:25.38
PVI:26+25.42, 6.18' LTC:25.03
PC/PVI:25+95.48, 16.76' LTC:25.20PVI:26+07.13, 16.43' LTC:25.05 PT/PVI:25+36.39, 16.08' LTC:26.31
PVI:25+65.24, 15.95' LTC:25.95
TC:25.25PC:26+30.27, 8.08' RTC:25.20PT:26+29.74, 4.45' R TC:25.29PT:26+27.16, 23.58' R
(24.5)25.00
(25.3)25.34
25.59(25.5)
25.12(24.8)
25.36(24.8)
(26.3)26.36
()25.34
26.07(26.0)
Δ=47.18'
EXISTING GRADE
PROPOSEDTOP OF CURB
EEEGGGGGG
WSS
GGGGGG
SSSSSSSSSSSS
OHEOHECOMMCOMMCOMMCOMMCOMMCOMMCOMM
COMMCOMMCOMMCOMMCOMMCOMM
W
EEEGGGGGG
WSS
GGGGGG
SSSSSSSSSSSS
OHEOHECOMMCOMMCOMMCOMMCOMMCOMMCOMM
COMMCOMMCOMMCOMMCOMMCOMM
W
4 2323
BNSF RR TRACKSBNSF RR TRACKSBNSF RR TRACKS5260'x70'
5721
57 21
5859
BNSFR/W
BNSF R/W54.2'
59.7'
12' 15'20'5.25'5.25'
11'
5.25'15'
17'17'
19'19' 6'
57REMOVE BNSF SIGNALHOUSE AND TERMINATIONBOX BY BNSF FORCES REMOVE CPUCSTANDARD NO. 9'SAND FOUNDATIONSBY BNSF FORCES REMOVE CPUCSTANDARD NO. 9'SAND FOUNDATIONSBY BNSF FORCES 57 6
6 WARNING!!! GAS
2626
448
81SS
26 10'
10'
15'
20.4'10'
10'
2.6'4.5'4.84'
2121
21 NOT FORCONSTRUCTION
GENERAL IMPROVEMENT NOTESLEGENDPROPERTY LINESAWCUT LINEDAYLIGHT LINESTORM DRAINN
BAY MARINA DRIVE TO CLEVELAND AVE TC PROFILE
MATCHLINE STA 30+35SEE SHEET 22
MATCHLINE STA 25+15SEE SHEET 20
MARINA WAY TC PROFILE
CONSTRUCTION NOTES
PROPOSED CONTOUREXISTING CONTOUR
MATCHLINE STA 24+90SEE SHEET 20
Exhibit A
PROFILE VIEW NAME: PV 002
61015
???TC:8.09USE VIEW LABELTC:7.681.26%0.59% -0.16%0.25% -0.26%-6.68%0.14% PVI:5+85.49, 87.10' LTC:(8.01) ME
PVI:3+70.53, 53.96' LTC:8.68
PVI:4+44.37, 54.18' LTC:8.55
PVI:4+78.77, 46.43' LTC:8.65
PVI:5+47.74, 57.27' LTC:8.71PVI:5+38.83, 51.36' LTC:8.74 TC:7.86PC:5+78.09, 78.35' L
TC:8.58PCC:4+55.64, 54.22' L
TC:8.63PCC:4+72.76, 49.55' L
TC:8.74PT:5+38.45, 51.12' L
TC:8.01PT:5+85.37, 86.86' L
(8.5)8.16
(8.9)8.66
(8.7)8.64
(7.7)7.67
8.02(8.3)
8.31(8.6)
8.46(8.8)
8.61(8.9)
8.62(8.9)
8.58(8.8)
8.58(8.8)
8.68(8.7)
8.72(8.7)
8.72(7.9)
7.96(7.8)
BVC:5+55.22, 62.33' LEVC:5+67.11, 70.55' L
PVI STA:5+61.18, 66.42' L15.00' VCPVI EL:7.59A:7.95%K:1.89EXISTING GRADE 3 4 5 6
7 HARBOR DRIVE
R/W
BNSF R/W
R/W1C&G1SW
CL GGGGGGGGGGGGGGGGGGGGGGGGGGGGGG
SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD
SDSD SD
SDSD
COMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMM 7 4 1DW
1C&G 1C&G1C&G
7 15
5+75.72, 92.90' LTC/FS:8.20
5+85.45, 87.01' LTC/FS:8.01PT 4+44.42, 68.28' L
4+29.18, 68.12' LFS:(8.53) MEPT 5+78.09, 78.35' LPT 5+71.83, 88.31' L PCC 4+55.64, 54.22' L
PCC 4+72.76, 49.55' L5+37.40, 36.58' LFS:(8.76) ME5+02.69, 36.93' LFS:(8.73) ME4+55.66, 48.22' LFS:(8.81) ME3+82.79, 47.99' LFS:(9.05) ME3+12.58, 47.90' LFS:(8.73) ME9 9 9 910 101SD
WARNING!!! GAS LINE
BAYSHORE BIKEWAYCENTERLINE LIMITS OF GRADING
108 9
81TREE
1.30% 1.74%
1GAS
1SDCB4:1PC 5+32.37, 61.29' L
23 23PC 74+27.04
PC 75+76.57PCC 74+61.70END 75+85.88
73 74 75PT 74+10.91PT 75+26.70BIKEWAY INSIDEEDGE END
BAYSHORE BIKEWAYCENTERLINE END
HARBOR DR. BIKEWAYOUTSIDE EDGE ENDHARBOR DR. BIKEWAYOUTSIDE EDGE BEGIN
1.57% 1.50%
PC 5+38.45, 51.12' L
275+56.55, 39.65' LFS:(8.69) ME
5+61.65, 48.14' LFS:(8.70) ME
5+29.03, 70.03' LFS:8.7314'14.1'
(9)
(9) (9)
(8) (8)43
4322
BNSF R/W
100'
WARNING!!! GAS LINELIMITS OF GRADINGSEE ID SHEET FORGRADING INFORMATION
BNSF RR TRACKS
BNSF RR TRACKS
5310'x35' 5+43.91, 47.96' LFS:(8.65) ME
12'5+23.80, 61.69' LFS:8.75
DOT #026900RBNSF SAN DIEGO SUBDIVISION
1RAILROADTRACKS
2221
63 1CANTILEVER1RR GATE1RR GATE
1RR GATE1RR GATE10
REMOVE BNSF SIGNALHOUSE AND TERMINATIONBOX BY BNSF FORCES 60 1CANTILEVER
6162
9 9
REMOVE BNSF SIGNALHOUSE AND TERMINATIONBOX BY BNSF FORCES SEE SHEET 71 FOR LIGHTING IMPROVEMENTS
20'16
1616
16 9 15'
PCC 4+79.45, 59.40' L
1RAILROADTRACKS
7 7
63 63
63 63
2110
61015
61015
0.29%0.29%-2.21%2.26%
PVI:4+29.18, 68.12' LTC:(8.30) ME
PVI:4+83.38, 57.42' LTC:8.47
PVI:5+17.52, 54.65' LTC:8.58
PVI:5+55.00, 76.48' LTC:7.57
PVI:5+75.75, 92.94' LTC:(8.20) ME
TC:8.34PC:4+44.42, 68.28' L
TC:8.06PC:5+71.83, 88.31' L
TC:8.46PCC:4+79.45, 59.40' L
TC:8.20PT:5+32.37, 61.29' L
TC:8.20PT:5+75.62, 92.71' L
(8.5)8.30
(8.5)8.48
8.37(8.3)
8.44(8.3)
8.52(8.5)
7.92(7.5)
7.78(7.6)GGGGGGGGGGGG
SDSDSDSDSDSD
COMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMM
(8)
5.9'9.8'
21.4'17.6'15'40.625'
5'2.3'15'2'
2'2'2'
NOT FORCONSTRUCTION
GENERAL IMPROVEMENT NOTES
CONSTRUCTION NOTES
LEGENDPROPERTY LINESAWCUT LINEDAYLIGHT LINE
N
HARBOR DR BIKEWAY INSIDE EDGE PROFILE
MATCHLINE STA 72+40SEE SHEET 30
HARBOR DR BIKEWAY OUTSIDE EDGE PROFILE
MATCHLINE STA 72+40SEE SHEET 30
PROPOSED CONTOUREXISTING CONTOUR(XX)XX
BNSF RAILROAD CROSSING ENLARGEMENT DETAIL
Exhibit A
RR
MARINA WAYCITY R/W
MTS R/WMTS R/W
CITY R/WMARINA WAY
CITY R/W
39L = 496' 22L = 430'16 17 18 19 20 21 22 23 24W17-1W17-10.5'7' 7'0.5'
12'5.5'27BL = 93'W=13.5'11'17 18 19 20 21 22 23 24 25
4 5L = 496' 5L = 430'15R4-7OM1-1 TYPE N-4 (CA)
1414 23R10-15B(RT)
23R10-15B(LT)
24 6
14W10-4(L)W48(CA)(3)
14'
40 MTS/SD&AE RR TRACK39L = 497'
(TOTAL)
6 22L = 280' 38L = 40'38L = 61'
22L = 182'
RRRR
BAY MARINA DRIVE39L = 342'(TOTAL)
CITY R/WCITY R/W
CITY R/WCITY R/W
CITY R/W
27CL = 215'
39L = 208'
CITY R/W
39L = 237'
10 1125
25 39L = 41'
CALTRANS R/W
12'12'12'
9L = 215'
4.5'4.5'2'2' 4'4'
CL
22L = 40'26
27 28 29 30 31 32 33
34 BNSF R/W
28L=131'
27BL = 128'
27BL = 151' 11
5L = 244'
3L = 41'
1210'X7'
6 14R5-1R5-1a
14R2-1(30)R28E(CA)(MOD)
18W34A (CA) (MOD)W12-2 (MOD)18R30E (CA) (MOD)R81 (CA)R81A (CA) 18W1-7OM1-1 TYPE N-4 (CA)
66 14R81 (CA)R81A (CA)
6 23R9-6
23R9-6
23R10-15(RT)R13A(CA)
923R5-1R5-1a
23R9-3
6 66
66 18W34A (CA) (MOD)W12-2 (MOD)
24 23R13A(CA)
2L=10'41614R8-8
100'33
100'33
28L = 94' 113 4 5 6 7 8 9 10 1114R49(R)(CA)
17R9-3 (DOUBLESIDED)
14W10-1W48(CA)(3)18R30E(CA)(MOD)R81(CA)18R30E(CA)(MOD)R81(CA)
11.5'66
22L = 245'2L=35' 2L=67'9L = 124'9L = 62' 38L = 105'38L = 115'
BNSF R/W
6 22L=23'15R8-89L = 97'2L=28'9L = 70'
BNSF RR TRACKSBNSF RR TRACKS
23OM1-1W1-6
639L = 900'(TOTAL)
6100'33
11'11'
8'
12'12'12'
27'3319'3317R9-3 (DOUBLE SIDED)
17R15-8 (DOUBLE SIDED)
17R15-8 (DOUBLE SIDED)
38L = 40'
6 1028L = 144'9L = 97'22L=22'23R8-88' 28L = 93'28L = 145' 43R49(CA)(L)
114W10-1W48(CA)(3)
NOT FORCONSTRUCTION
GENERAL IMPROVEMENT NOTES
CLEVELAND AVE
LEGEND STRIPING DETAILS
N
MATCHLINE STA 33+89SEE SHEET 61
MATCHLINE STA 24+70SEE BELOW LEFT
MATCHLINE STA 24+70SEE ABOVE RIGHT
N
MATCHLINE STA 16+77SEE SHEET 59
I-5 OFFRAMP
TIDELANDS AVE
SIGNING AND MARKING NOTES
Exhibit A
RRRRRRRRRRRR
RR
RR
RR
RRRR
5L = 390'
R/W
BNSF R/WBNSF R/W
R/WHARBOR DRIVE9L = 75'38L = 122'
10 14R100B (CA) (MOD)14S8 (CA) (MOD)
195'5'
12'
END 75+85.88
14W10-2(L)
FROMTO23S8 (CA)(MOD)
2L = 33'
39L = 390'39L = 391'
27BL = 76'12'
38L = 125'9L = 388'12'11.5'11' 13.5'12'
L = 37'HARBOR DRIVE
38L = 76'
27BL = 122'6 6 19'3331'33 126'33
2L=4'23R1-1
14W10-114W10-12
14W10-12
42L=24' 42L=24'
3950% SCALE3950% SCALE23W10-1(30"x30")23W10-3(R)(30"x30") 10' X 35'
104' X 12'2 3 4 5 6 7 8 9
MTS/SD&AE RR TRACK
BNSF RR TRACKMTS R/WMTS R/W8
8 8
8 8
8 23R26 (CA)
23R26 (CA)
28L = 11'28L = 14'
28L = 15'
28L = 20'DOT #026900R BNSF SANDIEGO SUBDIVISIONREMOVE BNSFSIGNAL HOUSEANDTERMINATIONBOX BY BNSFFORCES 42L=5.5' 3950% SCALE23W10-3(L)(30"x30")9.1'28.8'
45 44
44444444
4423R26 (CA)
23R26 (CA)
42L=5.5' 5L = 37'
39L = 10'
39L = 5'39L = 6'
39L = 10'39L = 35'39L = 38'
19FROMTO23W10-1
24 EXISTING RAILROADPAVEMENT MARKING TOBE REMOVED
9L = 150'
21L = 7'21L = 8'
23R26 (CA)
R3-7
TO
NOPARKING
6 7(TYP)39L = 373'
CITY R/W
1 1
2L=37'
6 6
CIVIC CENTER DR
I-5 ONRAMPI-5 OFFRAMP1
37BL = 73'38L = 65'1022L = 65'
27BL = 315'
5 9L = 75'4'4' 12'14'
W 14TH ST
R26(CA)
15R1-115R1-1
14W10-1
5L = 416'
2L = 33'27BL = 76'12'
L = 125'L = 388'
2L = 37'HARBOR DRIVE
38L = 76'14R4-7
10.5'10'
23L = 31'23
35W9-16
66 23R81(CA)
6 6
R81(CA)L = 56'(TOTAL)39
15 151515W12-2(MOD)
1935W4-2R4-1
W10-1
R26(CA)
FROM
G78-1(CA)(MOD)G78-1(CA)(MOD)
R49(CA)
25L = 80'
CLEVELAND AVER/W
14R1-1G7-1G7-1
7(TYP)
34 2L = 30'
21L = 50'6
29R49(CA)(R)
22'27'
37.4'
12.7'22'6
6 120'33
10TO1935R5-10A(MOD)FROM14.3'
36.4'13.5' 2'2' 6
17.5'38L = 38'12'
CALTRANS R/W
CALTRANS R/W
CALTRANS R/W
CALTRANS R/W
264' X 50'
104' X 12'
0 1
MTS/SD&AE RR TRACK
6 41L = 73'
23M3-3G27-2M6-1
14R5-1R5-1a14G92 (CA)M1-1M3-3M6-2a(R)14R6-1(R)14R6-1(R)14R5-1R5-1a 5L = 5.5'
NOT FORCONSTRUCTION
MATCHLINE STA 71+17SEE BELOW LEFT
MATCHLINE STA 65+30SEE SHEET 62
MATCHLINE STA 71+17SEE ABOVE RIGHT N
SIGNING AND MARKING NOTESLEGEND
STRIPING DETAILS
GENERAL IMPROVEMENT NOTES
N
MCKINLEY AVE
REMOVE BNSFSIGNAL HOUSE ANDTERMINATION BOXBY BNSF FORCES Exhibit A
RRRR
RR 103 4 5 6 7
25 25
A
EGH
B
12345
89 67
11 2222 3344445555
6 Ø1Ø6Ø6Ø6Ø8Ø8+OLAØ8Ø7P
Ø2Ø2Ø7PØ8+OLA
Ø1AB6 LOOPS
PPEX. EVP-B(Ø6)PPEX. R3-4
SCCBEX. PB
PPEX. R3-4PPEX. EVP-A(Ø2)AB8 LOOPSAB4 LOOPS AB2 LOOPS
AGSCPPEX. R49(CA)(L)
ABEX. 2"CAGCBEX. PB
DABEX. 2"C
EX. CROSSWALK
CBEX. PBPPEX. STREET NAME SIGNEX. 2"C, 2#6 (SIG),2#10(LTG), 1#8(G)PPEX. 2"C, 12-SMFOBAY MARINA DRIVE
MARINA WAY
18 LOOPS12 LOOPS185' TO LIMIT LINERCBC
666
RCBC3R13A(CA)STREETNAME SIGNR9-5
RSEX. STREETNAME SIGN
RSEX. R10-11(MOD)
PPEX. R3-4PPCBEX. PB3R14-1STREETNAME SIGNPPEX. PEDESTRIANBARRICADER49(CA)(L&R)PPEX. EVP-C(Ø8)Ø2Ø2 Ø2Ø2 Ø8
Ø1Ø6Ø6
R/W
C
R/W6R/W R/W Ø6Ø6BAY MARINA DRIVE
AGEX. PB3R14-1R/W18 LOOPSR/W
EX. 3"C, 6#22 (SIC) TOSIGNAL CABINET AT24TH ST AND TIDELANDSAVE 14 LOOPSI EX. 2"C, 6#22 (SIC)TO SIGNAL CABINETAT 24TH ST ANDTIDELANDS AVE,ADD 1 DLC RSEX. LUMINAIRECB
BNSF R/WBNSF R/W
BNSF RR TRACKS DOT 026904TBNSF SAN DIEGO SUBDIVISION
712 LOOPSAB2 LOOPS
3R9-57777
185' TO LIMIT LINE
Ø8+OLA
F
SEE DETAIL 'A'
Ø8
3R13A(CA)
2 2
CB28.5'REMOVE BNSF SIGNAL HOUSE ANDTERMINATION BOX BY BNSF FORCES25' MIN.30' MIN.89 RS2"C,1-28 CSC(RR), 1#8 (CG) 5EX. 332 CABINET W/2070LX CONTROLLER
57.6' 10PPRAILROAD GATE
PPRAILROAD GATEPPRAILROAD GATE
PPRAILROAD GATE
EX. RAILROAD GATE ARM TO BEREMOVED BY BNSF FORCES
EX. RAILROAD GATE ARM TO BEREMOVED BY BNSF FORCES
EX. 2"C, 6#22(SIG),ADD 1 DLCEX. 2"C, 6#22(SIG),ADD 3 DLCEX. 2"C, 6#22(SIG) AB1 LOOPABEX. 2"CR/WABEX. PB
POLE & EQUIPMENT SCHEDULENO.STANDARDLUM.PLACEMENTMOUNTING AND PLACEMENTNOTESTYPEHEIGHTSIG.M.A.LUM.M.A.LEDABVEHICLE SIGNALPED SIGNALPUSH BUTTONMOUNTINGINDICATIONPHASEMOUNTINGPHASELOCATIONPHASE(24-4-70)(30')(35')(15')130WEX.EX.(MAS)(MAS)(MAS)SV-2-TB-(RA,YA,GA)(R,Y,G)(R,Y,G)R,Y,GRA,YA,GA(Ø1)(Ø6)(Ø6)Ø6Ø8----REMOVE EXISTING SV-2-TB MOUNTING WITH Ph6AND Ø8 SIGNAL HEADS. REPLACE WITH NEWSV-2-TB MOUNTING WITH Ø6 AND Ø8 SIGNALHEADS.(24-3-100)(30')(40')(15')130WEX.EX.MASMASSV-1-TRA,YA,GARA,YA,GARA,YA,GAØ8Ø8Ø8+OLA(SP-1-T)Ø7P(3)Ø7PREMOVE EXISTING MAS MOUNTED Ø8 SIGNALHEAD. REPLACE WITH NEW Ø8 SIGNAL HEAD ONEXISTING TENONS. REMOVE EXISTING SV-1-TMOUNTED Ø8 SIGNAL HEAD. REPLACE WITH NEWØ8 SIGNAL HEAD ON NEW SV-1-T MOUNTING.FURNISH AND INSTALL NEW SIGNS PER PLAN. SEEDETAIL 'A' FOR SIGN PLACEMENT ON POLE.PBA5'-7"---6'------8Ø7PFURNISH AND INSTALL ALL NEW EQUIPMENT.PBA5'-7"---7.5'2.8'-----8Ø7PFURNISH AND INSTALL ALL NEW EQUIPMENT.(29-5-70)(30')(50')(15')130WEX.EX.(MAS)(MAS)(R,Y,G)(R,Y,G)(Ø2)(Ø2)----EXISTING EQUIPMENT TO REMAIN. FURNISH ANDINSTALL NEW SIGN PER PLAN.(1-A)(10')---EX.EX.(TV-1-T)(R,Y,G,YA,GA)(Ø8+OLA)(SP-2-T)(Ø2P)(Ø8P)(2)(4)(Ø2P)(Ø8P)REMOVE AND SALVAGE ALL EQUIPMENT1-A10'---16'8'TV-1-TRA,YA,GAØ8+OLASP-1-TØ7P--FURNISH AND INSTALL ALL NEW EQUIPMENT(15TS)(30')-(15')130WEX.EX.(SV-1-T)(RA,YA,GA)(Ø1)----REMOVE AND SALVAGE EXISTING PEDESTRIANPUSH BUTTON AND PED SIGNAL HEAD. FILL ANYREMAINING HOLES LEFT WITH IN STANDARD WITHCENTRAL GALVANIZED STEEL FASTENERS.REPLACE EXISTING LUMINAIRE WITH NEW LEDLUMINAIRE. ALL OTHER EQUIPMENT TO REMAIN.TYPE 1530'-12'130WSTA.2+80,39'R-------FURNISH AND INSTALL ALL NEW EQUIPMENT.NOTE:ALL NEW EQUIPMENT UNLESS NOTED AS EXISTING IN (PARENTHESIS).ALL NEW LED LUMINAIRES SHALL BE CREE/BETA LED SERIES MODEL NO. STR-LWY-3M-HT-08-E-UL-SV-525-DIM-R-UTL-40K OR APPROVED EQUAL.
ABCDEFGHI
95'
TRAFFIC SIGNAL CONSTRUCTION NOTES:ABANDON AS NOTED. IF APPLIED TO CONDUIT, REMOVE CONDUCTORS.ADJUST TO GRADEFURNISH AND INSTALL NEW PB INTO EXISTING CONDUIT RUN.FURNISH AND INSTALL NEW CONDUIT INTO EXISTING PULL BOX.PROTECT IN PLACE PER PLAN.SPLICE NEW TO EXISTING CONDUCTORS.REMOVE AND SALVAGEEQUIPMENT OR MATERIAL TO BE REMOVED AND BECOME PROPERTY OF THE CONTRACTOR.FURNISH AND INSTALL NEW VEHICLE LOOP DETECTORS. SEE DETAILS B AND C ON TRAFFIC SIGNAL NOTES AND DETAILS SHEET.FURNISH AND INSTALL TYPE "Q" BIKE LOOP DETECTOR IN CENTER OF BICYCLE DETECTOR SYMBOL PER SIGNING AND MARKING PLANS.FURNISH AND INSTALL NEW SIGN ON POLE PER PLANFURNISH AND INSTALL NEW SIGN ON SIGNAL MAST ARM PER PLANFURNISH AND INSTALL EXTERNAL BATTERY BACKUP UNIT AND BATTERIES ON EXISTING SIGNAL CABINET.FURNISH AND INSTALL CONDUIT INTO EXISTING SIGNAL CABINET FOUNDATION. SEE DETAIL A ON TRAFFIC SIGNAL NOTES AND DETAILSSHEETFURNISH AND INSTALL NEW LED LUMINAIRE ON EX. MAST ARM. WORK TO BE CONDUCTED BY SDG&E PER SEPARATE PERMIT. CORDINATEWITH BNSF PRIOR TO WORK.PROPOSED RR SIGNAL HOUSE BY BNSF. FINAL LOCATION SHALL BE DETERMINED BY BNSF FORCES.FURNISH AND INSTALL RR TERMINATION BOX. PROVIDE 3" STUB FOR RR INTERCONNECT. COORDINATE WITH BNSF FOR EXACT LOCATIONOF TERMINATION BOX.FURNISH AND INSTALL TYPE 1 PEDESTRIAN BARRICADE WITH R49(CA)(R) SIGNS PER CALTRANS STANDARD PLAN ES-7Q.
ABAGBCCBPPSCRSRC12345678910
CONDUIT & CONDUCTOR SCHEDULEAWG SIZEORCABLE TYPEPHASEPOLEORCIRCUIT 1-3" 1-3"(1-4") 1-3"(1-3")1-3" 1-3"(1-3")(1-3")2-3"(2-3")2-3"3CONDUCTORPOLE22POLE222POLE1111POLE1111111POLE111 11POLE11111111111112POLE11 11CONDUCTORPOLETOTAL CABLES2112223231222737#6SIGNAL SERVICE222 22#8COMMON GROUND111111111#10SAFETY LIGHTING222226P#22INTERCONNECT(1)(1)(1)(1)12 SMFO111 1128CSCRR INTERCONNECT(1)(1)(1)TYPE``B"DLCØ1LOOP DETECTION11Ø2LOOP DETECTION2 22Ø6LOOP DETECTION22Ø8LOOP DETECTION2222 22EV-DLCEV DETECTION111123TOTAL CONDUCTORS / CABLES531213173112426CONDUIT FILL13%3%14%18%23%4%25%26%20%NOTE: ALL NEW WIRING UNLESS NOTED AS (EXISTING). 1432
NOTE: CONTRACTOR IS RESPONSIBLE TO USE EXTREME CARE AND TAKE ALL PRECAUTIONARY MEASURES NOT TO DAMAGEEXISTING FUNCTIONING LOOP DETECTORS.
DETECTORPHASESLOTTERMINAL1Ø2I2UT2-5&62Ø2I2LT2-7&83Ø6J2UT3-5&64Ø6J2LT3-7&85Ø1I1UT2-1&26Ø8+OLAJ8UT7-5&67Ø8J8LT5-7&8PPBØ7PI13UT8-4 & COM6EVAØ2+Ø5J12UT9-4&COM6EVBØ4+Ø7J13UT9-7&COM9EVCØ1+Ø6J12LT9-5&COM6FLASHFLASHI14UT8-10&COM12 DETECTOR SCHEDULEEXISTING PHASE DIAGRAMØ1Ø2Ø3Ø4NOTUSEDØ5Ø6Ø7Ø8NOTUSEDNOTUSEDNOTUSEDPROPOSED PHASE DIAGRAMØ1Ø2Ø3Ø4Ø5Ø6Ø7Ø8FLASHING OPERATION SHALL BE ALL RED.
NOTUSEDNOTUSEDNOTUSED
56789OLA
SEE SHEET 68MATCHLINE
SIGN LEGEND
R3-4TRUCKROUTER14-1
REGISTEREDPROFESSIONALENGINEERSTATEOFCALIFORNIACIVILC 81522 TOMOTAKAHASHINOT FORCONSTRUCTIONBAY MARINA DRIVE AND MARINA WAYN SEE SHEET 68MATCHLINE
ON RED
R13A(CA)NO PED CROSSINGUSE CROSSWALKR49(CA)(R)
PROPOSED RR PREEMPTION SEQUENCE:1.TRAIN ENTERS TRACK CIRCUIT ASSOCIATED WITH "TCR" INTERCONNECTCIRCUIT. ANY PEDESTRIAN SIGNAL SHOWING "WALK" IS TRUNCATED ANDDISPLAYS STEADY "DON'T WALK". PEDESTRIAN SIGNALS NOT SHOWING"WALK" WILL NOT START A "WALK" DISPLAY. VEHICULAR INDICATIONSDISPLAYING GREEN (EXCEPT FOR Ø2 WHICH IF GREEN, REMAIN GREEN)BEGIN YELLOW CLEARANCE.2.TRAIN ENTERS TRACK CIRCUIT ASSOCIATED WITH "XR" INTERCONNECTCIRCUIT. TRACK CLEARANCE GREEN FOR Ø2 SIGNALS. STEADY RED FORALL OTHER VEHICULAR SIGNALS. TRACK CLEARANCE GREEN TIMING SHALLMATCH EXISTING. ALL PEDESTRIAN SIGNALS REMAIN STEADY "DON'TWALK".3.TRAIN ENTERS TRACK CIRCUIT ASSOCIATED WITH "GD" INTERCONNECTCIRCUIT. YELLOW CLEARANCE FOR Ø2 SIGNALS. STEADY RED FOR ALLOTHER VEHICULAR SIGNALS. ALL PEDESTRIAN SIGNALS REMAIN STEADY"DON'T WALK".4.LIMITED SERVICE OPERATION FOR Ø1+OLA, Ø7. STEADY RED FOR ALLOTHER VEHICULAR SIGNALS.5.AT THE END OF PREEMPTION, NORMAL OPERATION RESUMES.
RR PREEMPTION LTD SERVICEØ1Ø2Ø3Ø4Ø5Ø6Ø7Ø8NOTUSEDNOTUSEDNOTUSEDNOTUSED OLA
NOTUSEDOLA
DETAIL 'A'NOTUSED
RAILROADINTERFACEPANELTCRD •E •J •K •
12 VDC+ •- •HLT+HLT-
BAY MARINA DR / MARINA WAYSIGNAL CONTROLLER CABINET(1)28CSCTO BNSF SIGNAL HOUSEWIRES FROM RRPRIMARYSECONDARYTCR DC-J14DC-BUSGDJ •K •GD/ISLGD/ISL DC- •
•DC-BUS
XRD •E •J •K •PRIMARYSECONDARYXR DC-DC-BUS •242L242L242LHLTJ11J13 J10
RR INTERCONNECT CIRCUIT DIAGRAM:
Exhibit A
1 EX. CROSSWALK
2"C, 1 DLC
34 5
6 7910 AB
CD
E
34Ø6Ø6
Ø4Ø4
Ø5Ø2Ø2Ø2
Ø6Ø6Ø1
Ø3Ø3
Ø6BØ6PØ6PØ3Ø3Ø5Ø6Ø3Ø4Ø6
Ø4Ø1Ø4Ø4Ø2Ø2Ø2Ø5Ø1Ø6 AB2 LOOPS
1R13A(CA)
1R13A(CA)Ø4P
BAY MARINA DR.
CLEVELAND AVE.
PPEX. 2"C, 1 DLC,2#8(SIG), 2#8(LTG)PPEX. 2" C,1-12 SMFOPPEX. STREET NAME SIGNPPVIDEO DETECTION UNIT PPEX. EVPEØ4
PPVIDEO DETECTION UNITPPEVP-A(Ø2+Ø5)EVP-B(Ø6+Ø1)
RCABEX. 2"CPPVIDEO DETECTION UNIT
PPEX. 332 CABINET WITH BBSAND 2070LX CONTROLLERRCBC#6E
RCRCBCBC
R/W
PPVIDEO DETECTION UNIT2RCBC
RCABRCBCEX. CROSSWALKPPEX. 2"C, 6#22(SIC)
G' 3 R/W
R/W
R/W R/W
NO. 5
Ø4P
42 LOOPS
PPWAYFINDING SIGNR14-1EX. STREET NAME SIGN
PPWAYFINDING SIGNR14-1EX. STREET NAME SIGNR9-3
5R13A(CA)
RSR9-3
PPR9-3PPR61-32(CA)
PPR3-4F
EVPE-C(Ø3)PPEX. STREETNAME SIGNØ6B5R10-15B
1 56
7101011
1R9-51R9-5
CALTRANS R/W
812 242 LOOPS
POLE & EQUIPMENT SCHEDULENO.STANDARDLUM.PLACEMENTMOUNTING AND PLACEMENTNOTESTYPEHEIGHTSIG.M.A.LUM.M.A.LEDABVEHICLE SIGNALPED SIGNALPUSH BUTTONMOUNTINGINDICATIONPHASEMOUNTINGPHASELOCATIONPHASE(19-3-100)(30')(25')(12')200W0'6'(MAS-4B)(SV-1-T)(R,Y,G,GA)(R,Y,G)(Ø3)(Ø3)--(5)(Ø6P)EXISTING EQUIPMENT TO REMAIN.(1-A)(10')---17'5.5'TV-3-T--R,Y,GRA,YA,GARB,YB,GBØ6Ø5Ø9(SP-1-T)Ø9P--REMOVE EXISTING TV-2-T MOUNTINGEQUIPMENT, REPLACE WITH NEW TV-3-T(MOD)MOUNTING EQUIPMENT. SEE DETAIL C ONTRAFFIC SIGNAL NOTES AND DETAILS SHEET.(29-5-100)(30')(50')(15')200W19'5'MAT(MAS)(MAS)(SV-2-TD)-(RA,YA,GA)(R,Y,G)(R,Y,G)(RA,YA,GA)(R,Y,G)(Ø5)(Ø2)(Ø2)(Ø4)(Ø2)----EXISTING EQUIPMENT TO REMAIN.(19-3-100)(30')(25')(12')200W9'3'MAS-4B(SV-2-T)-(R,Y,G,GA)(R,Y,G)(RA,YA,GA)(Ø4)(Ø1)(Ø4)(SP-1-T)(Ø4P)(3)(Ø4P)EXISTING EQUIPMENT TO REMAIN.(26-4-100)(30')(45')(15')200W2.5'5'(MAT)(MAS)SV-2-TB-(RA,YA,GA)(R,Y,G)RB,YB,GBR,Y,G(Ø1)(Ø6)Ø9Ø6(SP-1-T)Ø9P(1)(3)(Ø6P)(Ø4P)REMOVE EXISTING SV-1-T MOUNTINGEQUIPMENT, REPLACE WITH NEWSV-2-TB(MOD) MOUNTING EQUIPMENT. SEEDETAIL D ON TRAFFIC SIGNAL NOTES ANDDETAILS SHEETPBA5'-7"---5.25'8.25'-----3Ø4PFURNISH AND INSTALL ALL NEW EQUIPMENT(1-A)(10')---15'3.5'(TV-2-T)-(RA,YA,GA)(R,Y,G)(Ø3)(Ø4)(SP-1-T)(Ø4P)--REMOVE AND SALVAGE ALL EQUIPMENT1-A10'---7'6'TV-2-T-RA,YA,GAR,Y,GØ3Ø4SP-1-TØ4P5Ø6PFURNISH AND INSTALL ALL NEW EQUIPMENTNOTE:ALL NEW EQUIPMENT UNLESS NOTED AS EXISTING IN (PARENTHESIS).ALL NEW LED LUMINAIRES SHALL BE CREE/BETA LED SERIES MODEL NO. STR-LWY-3M-HT-08-E-UL-SV-525-DIM-R-UTL-40K OR APPROVED EQUAL.
ABCDEFGG'
R89Ø2Ø2PP2 LOOPSPPEX. TYPE IIISERVICEPPEX. SERVICE POINT R/W
REGISTEREDPROFESSIONALENGINEERSTATEOFCALIFORNIACIVILC 81522 TOMOTAKAHASHINOT FORCONSTRUCTION 18765432PPB LOCATION
TRAFFIC SIGNAL CONSTRUCTION NOTES:PROTECT IN PLACE PER PLAN.FURNISH AND INSTALL PULL BOX INTO EXISTING CONDUIT RUNEQUIPMENT OR MATERIAL TO BE REMOVED AND TO BECOME PROPERTY OFTHE CONTRACTOR AS NOTED.REMOVE AND SALVAGE EQUIPMENTFURNISH AND INSTALL NEW SIGN ON POLE PER PLANFURNISH AND INSTALL SINGLE CHANNEL EMERGENCY VEHICLE PREEMPTIONEQUIPMENT ON SIGNAL MAST ARM PER DETAIL C ON TRAFFIC SIGNAL NOTESAND DETAILS SHEETFURNISH AND INSTALL TYPE 1 PEDESTRIAN BARRICADE WITH R49(CA)(L&R)SIGNS PER CALTRANS STANDARD PLAN ES-7QFURNISH AND INSTALL VEHICLE LOOP DETECTORFURNISH AND INSTALL SIGN ON SIGNAL MAST ARM PPBCRCRS12345
CONDUIT & CONDUCTOR SCHEDULEAWG SIZEORCABLE TYPEPHASEPOLEORCIRCUIT(1-2")(1-2")(1-3")(1-3")(1-3")(1-3")(1-3")(1-2")1-3"(2-3")1-3"(3-3")3CONDUCTORPOLE11 1111POLE11 1112CONDUCTORPOLE1111111111POLE11111111POLE121212POLE11POLETOTAL CABLES112112222124747#6SIGNAL SERVICE1#8COMMON GROUND1111(1)11111#8SAFETY LIGHTING1 1(2)111116P#22INTERCONNECT(2)(2)(2)(2)(2)(2)VIDEO CABLEHARNESSVIDEO DETECTION1(1)22144TYPE``B"DLCØ1LOOP DETECTIONØ2LOOP DETECTION1111Ø6LOOP DETECTION111 11Ø8LOOP DETECTIONØ9LOOP DETECTION1 122EV-DLCEV DETECTION(2)2222TOTAL CONDUCTORS / CABLES44597121162323CONDUIT FILL16%16%14%27%15%30%28%23%27%27%NOTE: ALL NEW WIRING UNLESS NOTED AS (EXISTING). 1432
NOTE: CONTRACTOR IS RESPONSIBLE TO USEEXTREME CARE AND TAKE ALL PRECAUTIONARYMEASURES NOT TO DAMAGE EXISTING FUNCTIONINGLOOP DETECTORS.
DETECTORPHASESLOTTERMINAL1Ø4I6UVIDEO2Ø6BJ2UT3-5&63Ø6J3UT3-9&104Ø6J3LT3-11&125Ø6J3UVIDEO6Ø1I1UVIDEO7Ø3I5UVIDEO8Ø2I2UT2-5&69Ø2I2LT2-7&810Ø2I3UT2-9&1011Ø5J1UT3-1&212Ø6BJ2LT3-7&8PPBØ6I13U78-7 & COM 9PPBØ4I12LT8-5 & COM 6 DETECTOR SCHEDULEEXISTING PHASE DIAGRAMØ1Ø2Ø3Ø4NOTUSEDØ5Ø6Ø7Ø8 FLASHING OPERATION SHALL BE ALL RED. LPI SHALL BEPROVIDED FOR Ø6 PED PHASE. 56789NOTUSEDPROPOSED PHASE DIAGRAMØ1Ø2Ø3Ø4NOTUSEDØ5Ø6Ø7Ø8NOTUSED ON RED
R13A(CA)
10 170' FROMLIMIT LINE
SIGN LEGENDONLYR61-32(CA)
R3-4TRUCKROUTER14-1
N
SEE SHEET 67MATCHLINESEE SHEET 69MATCHLINE
R9-5NO PED CROSSINGUSE CROSSWALKNO PED CROSSINGUSE CROSSWALKR49(CA)(R)R49(CA)(L) R9-3USEPEDSIGNAL
TURNINGVEHICLESYIELDTOR10-15B
SEE SHEET 67MATCHLINEPROPOSED RR PREEMPTION SEQUENCE:1.TRAIN ENTERS TRACK CIRCUIT ASSOCIATED WITH "TCR" INTERCONNECTCIRCUIT. ANY PEDESTRIAN SIGNAL SHOWING "WALK" IS TRUNCATED ANDDISPLAYS "DON'T WALK". PEDESTRIAN SIGNALS NOT SHOWING "WALK" WILLNOT START A "WALK" DISPLAY. VEHICULAR INDICATIONS DISPLAYINGGREEN (EXCEPT FOR Ø2 WHICH IF GREEN, REMAIN GREEN) BEGIN YELLOWCLEARANCE.2.TRACK CLEARANCE GREEN FOR Ø2 SIGNALS. SOLID RED FOR ALL OTHERVEHICULAR SIGNALS. TRACK CLEARANCE GREEN TIMING SHALL MATCHEXISTING. ALL PEDESTRIAN SIGNALS REMAIN SOLID "DON'T WALK".3.YELLOW CLEARANCE FOR Ø2 SIGNALS. SOLID RED FOR ALL OTHERVEHICULAR SIGNALS. ALL PEDESTRIAN SIGNALS REMAIN SOLID "DON'TWALK".4.AT THE END OF PREEMPTION, NORMAL OPERATION RESUMES.
RR INTERCONNECT CIRCUIT DIAGRAM:
INPUT FILE "J"14242LEXISTING 2070LX CONTROLLERINPUT FILE "J"14242LEXISTING 2070LX CONTROLLER 12 VDC+ •- •HLT12 VDC+ •- •HLTHLT+HLT-TB91112PRIMARYDC-BUS •910SECONDARYTB91112910
BAY MARINA DR / CLEVELAND AVESIGNAL CONTROLLER CABINETBAY MARINA DR / MARINA WAYSIGNAL CONTROLLER CABINET TCRTCR
Exhibit A
WWWWW
GGGGGGGGGGGGG
OHEOHEOHEOHEOHEOHEOHEOHE
SSSSSSSSSSSSSSSSSS
G
OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE
OHEOHEOHEOHE OHEOHEOHEOHEOHEOHEOHE
GGGG
GGGGGGG
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS
GGGGGGG
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS
GGGGGGGGGGGGGGGGGGGGGGG
WWWWWWWWWWWWWWWWWW
WWWW
WWWWWWWWSSSSSSTTTTTTTTABD 8" STEEL (W.O.#A3079)(1048-D)
GGGGGGG
GGG
GGOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE
COMMCOMMCOMMCOMMCOMMCOMMCOMM
COMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMM
SDSDSDSDSDSDSDSD
SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD
01 3
4 5
6 0 100
CALTRANSR/WAC
E GH
JII'N
14141718 Ø2Ø2Ø5Ø6Ø1Ø6
Ø2Ø2Ø5
Ø3Ø3Ø3Ø7Ø7OLCOLCØ6 Ø8Ø8Ø5
Ø8Ø6Ø6
OLAØ7P
Ø7PØ7PD
Ø7PØ8P
Ø8P
OLA
11 9
7 34
1 513
ABABAB12 LOOPS112 LOOPSPPEVP-C(Ø1+Ø6)
PPEVP-B(Ø7)PPEVP-D(Ø3)RSVIDEO DETECTIONCAMERARSVIDEO DETECTIONCAMERARSVIDEODETECTIONCAMERA 2 PPR10-11b
PPSTREET NAME SIGNPPR10-11bPPR10-11PPR3-4RSR61-17(CA)(MOD) 3R61-34(CA)(MOD)3G8-1(CA)(MOD-2)AB
PPR61-17(CA)(MOD)PPSTREET NAME SIGNPPR3-4
PPR10-11b
12 LOOPS
SEE DETAIL B
Ø3
PPR10-11bPVSEE DETAIL APV
SEE DETAIL AØ6
Ø7Ø8
CBRC
RSPED BARRICADER49(CA)(L/R)R/W
R/W
OLD
EX. 2"C, ADD 2 DLC
Ø8Ø7
RCØ3 CALTRANS R/WØ2P
HARBOR DRIVEI-5 SB ON-RAMPI-5 NBOFF-RAMP
RCJ'6
12 17171718181819191919
1 3
7 12
RAISED MEDIANRAISED MEDIAN
R/W
CB
AB
R/W#6E2R13A(CA)
PPSERVICEPEDESTAL
RSPED BARRICADER49(CA)(L/R)
Ø3
AB
2R13A(CA)
CALTRANS R/W
14R9-5
14R9-5
12EVP-A(Ø2+Ø5)
15 PPGRIDSMARTCAMERA
13 9
121212
2 PPSTREET NAME SIGN
8865 Ø6
10101010
11111111
18 LOOPS18 LOOPS
131 LOOP131 LOOP
2"C, 2 DLC
112 LOOPS
PPEX. MDCS(7), (3) FO12
RCBC
113 LOOPS
PPFIBER SPLICEVAULTPPEX. MDCS(7),(1)FO12, (1) FO144, (1) FO288PPEX. MDCS(6),(1) FO144, (1) FO288 2W12-2(14'-10")STREET NAME SIGN
RSEX. PBA
#5
Ø6
2R9-3
111222 333
4444
66677788
B
F
3"C, 16 LOOP WIRES
2R9-3RC
FARSTELEPHONEDEMARCATION CABINETAB
K11
CIVICCENTERDRIVE2R13A(CA)
SEE DETAIL C
CB
2"C, 12 LOOP WIRES
2"C, 4 DLC
Ø1
Ø7P Ø2P
CB
EX. 2"C, 1 DLC
CB
BCRC
BCAB
3"C, 2 DLC, 1#8 CG(CALTRANS)3"C, 1#8 CG, (1) 18CSC (RRINTERCONNECT) (CITY) 3"C, 1#8 CG, (1) 18CSC (RRINTERCONNECT) (CITY)
3"C, 1#8 CG, (1) 18CSC (RRINTERCONNECT) (CITY)
CIVIC CENTER C/LHARBOR C/L
#6E
10 10PPEX. TYPE 342 LXCABINET W/ 2070CONTROLLER
3"C, 2 DLC, 1#8 CG(CALTRANS)
POLE & EQUIPMENT SCHEDULENO.STANDARDLUM.PLACEMENTMOUNTING AND PLACEMENTNOTESTYPEHEIGHTSIG.M.A.LUM.M.A.LEDABVEHICLE SIGNALPED SIGNALPUSH BUTTONMOUNTINGINDICATIONPHASEMOUNTINGPHASELOCATIONPHASE(26-4-80)(30')(45')(15')(130W)EX.EX.(MAT)(MAS)(MAS)(SV-1-T)(RA,YA,GA)(R,Y,G)(R,Y,G)(R,Y,G)(Ø1)(Ø6)(Ø6)(Ø6)--(4)(Ø7P)REMOVE AND SALVAGE EXISTING ITERISVIDEO DETECTION CAMERA. ALL OTHEREXISTING EQUIPMENT TO REMAIN.PBA5'-7"---7'-2"2'-6"-----8Ø7PALL NEW EQUIPMENT.(1-A)(10')---EX.EX.(TV-1-T)(RA,YA,GA)(Ø3)SP-1-TØ7P--ALL OTHER EXISTING EQUIPMENT TOREMAIN.(29-5-100)(30')(45')(12')(130W)EX.EX.(MAS-4B)(MAS)(MAS)(MAS-4B)(SV-2-T)-(R,Y,G,GA)(R,Y,G)(RA,YA,GA)(R,Y,G,GA)(R,Y,G)(R,Y,G)(Ø3)(Ø3)(Ø7)(Ø7)(Ø7)(Ø8)SP-1-TØ7P1Ø7PREMOVE AND SALVAGE (2) EXISTINGITERIS VIDEO DETECTION CAMERAS.ALL OTHER EXISTING EQUIPMENT TOREMAIN.(17-2-100)(30')(20')(15')(130W)EX.EX.(MAS)(SV-1-T)(R,Y,G)(R,Y,G)(Ø6)(Ø6)SP-2-T-Ø7PØ8P(3)(5)(Ø8P)(Ø7P)ALL OTHER EXISTING EQUIPMENT TOREMAIN.PBA5'-7"---4'-0"5'-10"-----31Ø8PØ7PALL NEW EQUIPMENT.(17-2-100)(30')(20')(15')(130W)EX.EX.(MAS-4B)(SV-1-T)(SV-1-T)(R,Y,G,GA)(R,Y,G)(R,Y,G)(OLC)(Ø8)(OLC)SP-1-TØ8P7Ø8PALL OTHER EXISTING EQUIPMENT TOREMAIN.(18-3-100)(17')(25')--EX.EX.(MAS)(SV-2-T)-(RA,YA,GA)(RA,YA,GA)(R,Y,G)(Ø8)(Ø5)(Ø8)----REMOVE AND SALVAGE EXISTING ITERISVIDEO DETECTION CAMERA. ALL OTHEREXISTING EQUIPMENT TO REMAIN.(26-4-80)(30')(40')(15')(130W)EX.EX.(MAT)(MAS)(MAS)(SV-1-T)(RA,YA,GA)(R,Y,G)(R,Y,G)(R,Y,G)(Ø5)(Ø2)(Ø2)(Ø2)(SP-1-T)(Ø2P)-- REMOVE AND SALVAGE EXISTINGEQUIPMENT.29-5-10030'55'15'130W17'-10"1'-6"MATMASMASRA,YA,GAR,Y,GR,Y,GØ5Ø2Ø2---- ALL NEW EQUIPMENT.(1-A)(10')---EX.EX.(TV-2-T)-(RA,YA,GA)(R,Y,G)(OLD)(Ø3)--(2)(Ø2P)REMOVE AND SALVAGE EXISTINGEQUIPMENT.1-A10'---"CIVIC CENTER" LINE;STA 3+64.7, 20.6' RTV-2-T-RA,YA,GAR,Y,GOLDØ3SP-1-TØ2P-- ALL NEW EQUIPMENT.PBA5'-7"---"CIVIC CENTER" LINE;STA 3+70.4, 24.3' R-----2Ø2PALL NEW EQUIPMENT.(19-4-80)(30')(30')(15')(130W)EX.EX.(MAT)(MAS)(SV-2-T)-(RA,YA,GA)(R,Y,G)(R,Y,G)(RA,YA,GA)(OLD)(OLD)(OLD)(Ø1)(SP-2-T)-(Ø7P)(Ø2P)(4)(2)(Ø7P)(Ø2P)RELOCATE WIRELESS RADIO PER PLAN.REMOVE AND SALVAGE ALL OTHEREQUIPMENT.19-4-10030'25'12'130W"CIVIC CENTER" LINE;STA 3+17.2, 33.3' LMATMASSV-1-TBRA,YA,GAR,Y,GR,Y,GOLDOLDOLDSP-2-T-Ø7PØ7P2Ø2PSV-1-TB (OLD) SIGNAL HEAD SHALL BEMOUNTED MIN 17' FROM BOTTOM OFSIGNAL HEAD TO FINISHED GRADE.RELOCATE WIRELESS RADIO PER PLAN.ALL OTHER EQUIPMENT IS NEW.PBA5'-7"---"CIVIC CENTER" LINE;STA 3+26, 31.5' L-----2Ø2PALL NEW EQUIPMENT.15TS30'-12'130W25'-0"4'-0"SV-1-TBRA,YA,GAOLASP-1-TØ7P1Ø7PALL NEW EQUIPMENT.PBA5'-7"---"CIVIC CENTER" LINE;STA 3+21.4, 48.8' L-----5Ø7PALL NEW EQUIPMENT.1-A10'---"CIVIC CENTER" LINE;STA 3+31.1, 44.5' LTV-2-T-RA,YA,GARA,YA,GAOLAØ1SP-1-TØ2P-- ALL NEW EQUIPMENT.PBA5'-7"---"CIVIC CENTER" LINE;STA 3+45.1, 39.6' L-----4Ø7PALL NEW EQUIPMENT.NOTE: ALL NEW EQUIPMENT UNLESS NOTED AS EXISTING IN (PARENTHESIS).ALL NEW LED LUMINAIRES SHALL BE LEOTEK GCM1-60J-MV-30K-3R-GY-110-PCR7-CR-WL-DSC-CF-CT-SP2-AD OR APPROVED EQUAL.ALL NEW PEDESTRIAN PUSH BUTTONS SHALL BE TOUCHLESS PEDSAFETY GUARDIAN WAVE FS 912 APS OR APPROVED EQUAL.
ABDGHJ
EII'KLL'O
J'
56856856787
7 FC
5687
FAFA
FA
NM 9
PQ
7 7
7777
CONDUIT & CONDUCTOR SCHEDULEAWG SIZEORCABLE TYPEPOLEORCIRCUITCONDUIT SIZE AND RUN(2-3")(1-4")3 CONDPOLEPOLEPOLEPOLE 12 COND
POLEPOLEPOLEPOLEPOLEPOLEPOLEPOLE3 & 12 COND TOTALS#6SIGNAL SERVICE#8COMMON GROUND#10SAFETY LIGHTING TYPE"B"DLCØ2 LOOP DET.
EV-DLCEV DETECTIONTOTAL CONDUCTORS / CABLESNOTE: ALL NEW WIRING AND CONDUIT UNLESS NOTED AS EXISTING IN (PARENTHESES). 1122334455667788ABCDEFGI'J'KL'M
191011112
57561135121112334556 2222221 111111
Ø5 LOOP DET.Ø8 LOOP DET.3222927171287 262729
#12ILLUMINATED SNS
POLEH
1-4"(1-4")12
21 (1-4")(1-3")2-3"2-3"2-3"3"3-3"(2-4")
561013
13 1
(2-4")1
4129 5521CAT5E (OCC)11 21VIDEO DETECTION
F.O.SIG. INTERCONNECT(3)Ø1 LOOP DET.Ø3 LOOP DET.Ø6 LOOP DET.Ø7 LOOP DET.OLA LOOP DET. 1111 1141321
4422112223333 1111 231
1111222222222 222 2118-CONDRR INTERCONNECT
1111
POLENPOLEOPOLEPPOLEQ
111121121112111121111111111112111111111111112111111111111121 11121 111211121122111111
1 33 33 33 111122 2211111
1-3"(1-4")
Ø2P LOOP DET.Ø7P LOOP DET.11111
1 GGGGGGGCOMMCOMMCOMMCOMMCOMMCOMMCOMM
31516AB2 LOOPS12 LOOPS
ABR/W
Ø2285' TO LIMIT LINERAISED MEDIAN
AB
3"C, 1#8 CG, (1) 18CSC (RR INTERCONNECT)3"C, 2 DLC, 1#8 CG(CALTRANS)3"C, 1#8 CG, (1) 18CSC (RRINTERCONNECT) (CITY)
SSSSSSSS
GGGGGG
WWWWWGGCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMSDSDSDSDSDSDSDRC RLROADSIDEUNIT ANDMOUNTINGKITL'8Ø2P2R13A(CA)
OLDOLDOLDL
PVPVPV
14R9-5MQOPØ7P3G8-1(CA)(MOD-1)Ø7P
OLAØ1RC
2R14-1(MOD)(L)2R14-1(MOD)(R)SNS
1079
#6E
14R9-53R3-4
2"C, 2 DLC3"C, 1#8 CG, (1) 28CSC(RR INTERCONNECT)(CITY)#6E16 REGISTEREDPROFESSIONALENGINEERSTATEOFCALIFORNIACIVILC 81522 TOMOTAKAHASHINOT FORCONSTRUCTION EXISTING PHASE DIAGRAMØ1Ø2Ø3Ø5Ø6
18765432
PPB LOCATION
TRAFFIC SIGNAL CONSTRUCTION NOTES:ABANDON AS NOTED. IF APPLIED TO CONDUIT, REMOVECONDUCTORS.ADJUST TO GRADE.FURNISH AND INSTALL NEW PB INTO EXISTING CONDUIT RUN.INSTALL CONDUIT INTO EXISTING PULL BOX.FOUNDATION TO BE ABANDONED.PROTECT IN PLACE PER PLAN.EQUIPMENT OR MATERIAL TO BE REMOVED AND BECOME THEPROPERTY OF THE CONTRACTOR.REMOVE AND SALVAGE EQUIPMENT.SPLICE NEW TO EXISTING CONDUCTORS.FURNISH AND INSTALL VEHICLE LOOP DETECTOR PER DETAILD ON SHEET 69.FURNISH AND INSTALL SIGN ON POLE PER PLAN.FURNISH AND INSTALL SIGN ON SIGNAL MAST ARM PER PLAN.FURNISH AND INSTALL INTERCONNECTED WARNING LABELFOR SIGNAL INTERCONNECT TO BNSF RR SIGNAL HOUSE.REMOVE AND SALVAGE EX. PEDESTRIAN PUSH BUTTON. FILLANY REMAINING HOLES LEFT IN STANDARD WITH CENTRALGALVANIZED STEEL FASTENERS.EXISTING PED SIGNAL HEAD AND MOUNTING TO BE REMOVEDAND BECOME THE PROPERTY OF THE CONTRACTOR.
FURNISH AND INSTALL TOUCHLESS APS PPB.FURNISH AND INSTALL PED SIGNAL HEAD ON NEW MOUNTING.FURNISH AND INSTALL PROGRAMMED VISIBILITY (PV) HEAD.YELLOW INDICATION SHALL NOT BE MASKED. PV HEADPLACEMENT SHALL BE AT A POINT WHERE VISIBILITY IS 3.5 FTABOVE GROUND FOR PASSENGER CARS AND 8 FT ABOVEGROUND FOR A TRUCK. PV HEAD ADJUSTMENT SHALL BECONDUCTED IN THE FIELD PER CALTRANS INSPECTORSWORKING ON BEHALF OF THE CALTRANS ENGINEER.FURNISH AND INSTALL (1) 242L DETECTOR CARD FORRAILROAD INTERCONNECT INPUT.FURNISH AND INSTALL GRIDSMART BELL CAMERAPERFORMANCE PLUS MODULE ON SIGNAL MAST ARM PERMANUFACTURER'S RECOMMENDATIONS.FURNISH AND INSTALL SINGLE CHANNEL EMERGENCYVEHICLE PREEMPTION EQUIPMENT ON SIGNAL MAST ARM PERDETAIL D ON TRAFFIC SIGNAL NOTES AND DETAILS SHEET.FURNISH AND INSTALL BIKE LOOP DETECTOR PER DETAILS AAND C ON SHEET 69.FURNISH AND INSTALL SIGN ON POLE. SIGN SHALLBE INSTALLED ADJACENT TO PED SIGNAL HEAD.REMOVE AND SALVAGE EXISTING ITERIS VIDEO DETECTIONCARDS.COIL MINIMUM 200' OF CAT6 CABLE (OCC) IN #6E PULLBOX FORFUTURE CONNECTION OF ROADSIDE UNIT TO TRAFFIC SIGNALCONTROLLER.
ABAGBCCBFAPPRCRSSC123456
78910111213141516
115'
DETAIL AGREEN ARROWYELLOW BALLRED BALLGREEN BALL{SIMULTANEOUSACTIVATION(SHARED WIRETERMINATION)DETAIL BGREEN ARROWYELLOW BALLRED BALLGREEN BALL{SIMULTANEOUSACTIVATION(SHARED WIRETERMINATION)
ONLYONLY
TURNON REDNO
TURNONREDNO
NO PED CROSSINGUSE CROSSWALKR49(CA)(L OR R)42"X18"
R10-1136"X48"NO PED CROSSINGUSE CROSSWALK
SIGN LEGENDR3-424"X24"R10-11b36"X48"R61-17(CA)(MOD)48"X30"
MCKINLEYAVE
ON RED
ONLYONLYONLYR13A(CA)18"X30"R61-34(CA)(MOD)48"X30"
Ø7Ø8
R14-1(MOD)(L OR R)24"X30"TRUCKROUTETRUCKROUTEUSEPEDSIGNALR9-512"X18" SEE SHEET 71MATCHLINE
G8-1(CA)(MOD-2)72"X24"
NOTUSEDØ4
ABBREVIATIONS LIST:EX.-EXISTINGMDCS -MULTI-DUCT CONDUIT SYSTEMOCC-OUTDOOR CATEGORY CABLE G8-1(CA)(MOD-1)72"X24"
PROPOSED PHASE DIAGRAMØ1Ø2Ø3Ø5Ø6Ø7Ø8NOTUSEDØ4FLASHING OPERATIONS SHALL BE ALL RED DURING FAULT STATE.
R9-324"X24"
14'-10"W12-2(14'-10")36"X36"
OLAOLAOLAOLDOLAOLC
DETAIL CSCALE: 1"= 10'
Exhibit A
OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEGGGGGGGGGGGGGGGGGGGGGGGGG
SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD
SDSDSD OHE
COMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMM 4567
RR
RR
RR
R/W
R/W
R/W
BNSF R/W
BNSF R/W
D
AB Ø211
Ø21
421R10-6(L)
HARBOR DRIVEBNSF RR TRACKSDOT 026900R
54 6
2"C, 2#6 SIG, 2#10LTG, 1#8 CGNO.6E5
2R8-83"C, 2#10 LTG, (2) 18CSC (RRINTERCONNECT), 1#8 CG
RAISED MEDIANRAISED MEDIANPPRAILROADCANTILIVERPPRAILROADGATE
PPRAILROADGATE
PPRAILROADCANTILIVERPPRAILROADGATE
R/W
RAISED MEDIANØ21R10-6(R)Ø2
3 CE
3"C, 2#10 LTG,1#8 CG
SEE DETAIL A
SEE DETAIL ASEE DETAIL ASEE DETAIL A
3"C, 2#10 LTG, (1) 18CSC (RRINTERCONNECT), 1#8 CG
3"C, 1#8 CG, (1) 18CSC (RRINTERCONNECT)Ø215' MIN.TO CENTEROF TRACKS 3 BNSF SAN DIEGO SUBDIVISIONPPLED RR FLASHERS
PPEX. LED RR FLASHERS
SDG&E ACCESSDRIVEWAY3"C, (1) 18CSC (RRINTERCONNECT),1#8 CG7
REMOVE BNSF SIGNAL HOUSE ANDTERMINATION BOX BY BNSF FORCES
REMOVE BNSF SIGNAL HOUSE ANDTERMINATION BOX BY BNSF FORCES
84.2'
30'
QUEUE CUTTERVIDEO DETECTIONSEE DETAIL B
30'
REGISTEREDPROFESSIONALENGINEERSTATEOFCALIFORNIACIVILC 81522 TOMOTAKAHASHINOT FORCONSTRUCTION
SIGN LEGEND
POLE AND EQUIPMENT SCHEDULENO.STANDARDLUM.PLACEMENTMOUNTING AND PLACEMENTNOTESTYPEHEIGHTSIG.M.A.LUM.M.A.LEDSTA, OFFSETVEHICLE SIGNALMOUNTINGINDICATIONPHASETYPE 1-A10'---STA. 6+72,50'LTV-1-TR,Y,GAØ2TYPE 15D30'-12'12'130W130WSTA. 7+26, 5'L---TYPE 1-A4'-6"---STA.6+71, 7'LTV-1-TR,Y,GAØ2TYPE 15D30'-12'12'130W130WSTA.5+36, 6'L---27-4-10017'40'--STA.6+34,59'LMATMASR,Y,GAR,Y,GAØ2Ø2NOTE: ALL NEW EQUIPMENT.ALL NEW LED LUMINAIRES SHALL BE CREE/BETA LED SERIES MODEL NO. STR-LWY-3M-HT-08-E-UL-SV-525-DIM-R-UTL-40K OR APPROVED EQUAL.
ABCDE
DETECTOR ASSIGNMENTDETECTORPHASESLOTTERMINAL1Ø2I2UVIDEOFLASHFLASHI14UT8-10&COM12PROPOSED PHASE DIAGRAMØ1Ø2Ø3Ø4Ø5Ø6Ø7Ø8FLASHING OPERATION SHALL BE ALL RED DURING FAULT.NOTUSEDNOTUSEDNOTUSEDNOTUSEDNOTUSEDNOTUSEDNOTUSED STOPONDO NOTTRACKSR8-824"X30"
TRAFFIC SIGNAL CONSTRUCTION NOTES:PROTECT IN PLACE.FURNISH AND INSTALL SIGN ON POLE PER PLAN.FURNISH AND INSTALL SIGN ON MAST ARM PER PLAN.FURNISH AND INSTALL RR TERMINATION BOX.PROVIDE 3" STUB FOR RR INTERCONNECT.COORDINATE WITH BNSF FOR EXACT LOCATION OFTERMINATION BOX.FURNISH AND INSTALL MODEL 2070LX CONTROLLERWITH UNIT CHASSIS, 2070-1C CPU MODULE UPLOADEDWITH INTELIGHT MAXTIME SOFTWARE, 2070-2E+ FI/O,2070-3B FRONT PANEL AND 2070-4A POWER SUPPLYMODULES, ONE (1) BLANK 8MB DATA KEY, BATTERYBACK-UP SYSTEM AND CONTROLLER ASSEMBLIESPER SPECIFICATIONS. PROVIDE WARNING LABELINSIDE THE TRAFFIC SIGNAL CABINET STATING THATTHE SIGNAL IS INTERCONNECTED WITH THERAILROAD. PROVIDE CONTACT INFORMATION FORHIGHWAY AND RAILROAD AGENCY.FURNISH AND INSTALL TYPE III-BF SIGNAL ANDLIGHTING SERVICE PER CALTRANS STANDARD PLANES-2E. PROVIDE 50A-1P CIRCUIT BREAKER FORSIGNAL (METERED) AND 30A-1P CIRCUIT BREAKERFOR LIGHTING (UNMETERED).FURNISH AND INSTALL ITERIS VANTAGE VECTORHYBRID VIDEO DETECTION CAMERA (OR APPROVEDEQUAL) ON 2.5' VERTICAL RISER, ALL EQUIPMENTNEEDED IN CONTROLLER AND ALL REQUIRED WIRING(OR APPROVED EQUAL).PROPOSED RR SIGNAL HOUSE BY BNSF FORCES.QUEUE CUTTER DETECTION ZONE TO BE PLACED160' FROM NEAREST RAIL TO BACK OF DETECTIONZONE. FINAL PLACEMENT TO BE DETERMINED INFIELD.
PP1234
5678
REDHERE ONSTOPR10-6(R)24"X36"
CONDUIT AND CONDUCTOR SCHEDULEAWG SIZEORCABLE TYPEPOLEORCIRCUITCONDUIT SIZE AND RUN1-3"1-3"1-3"1-3"3-3"3 CONDPOLE11POLE12 CONDPOLE111POLEPOLE1113 & 12 COND TOTALS1133#6SIGNAL SERVICE2#8COMMON GROUND11111#10SAFETY LIGHTING22218 COND.RR INTERCONNECT2VID-POWERVIDEO DETECTION111VID-COAX111TOTAL CONDUCTORS / CABLES344810% CONDUIT FILL2%9%10%25%22%NOTE: ALL NEW WIRING AND CONDUIT.*NEW CONTROLLER FOUNDATION SHALL HAVE A SPARE 3" CONDUITINSTALLED TO THE ADJACENT HOME RUN PULL BOX FOR FUTURE USE. 12345ABCDE
PROPOSED RR PREEMPTION SEQUENCE:1.TRAIN ENTERS TRACK CIRCUIT ASSOCIATED WITH "TCR" INTERCONNECTCIRCUIT. QUEUE CUTTER VEHICULAR INDICATIONS FOR Ø2 COMPLETETRUNCATED VEHICULAR PHASE. FOR TRAFFIC SIGNAL AT HARBOR DRIVE ANDCIVIC CENTER DRIVE, ANY PEDESTRIAN SIGNALS SHOWING "WALK" ISTRUNCATED AND DISPLAYS FLASHING "DON'T WALK". PEDESTRIAN SIGNALS NOTSHOWING "WALK" WILL NOT START A "WALK" DISPLAY. VEHICULAR INDICATIONSDISPLAYING GREEN (EXCEPT FOR Ø2 AND Ø5 WHICH IF GREEN, REMAINS GREEN)COMPLETE REMAINING CYCLE TIME.2.YELLOW CLEARANCE PHASE FOR Ø2 SIGNAL INDICATIONS AT QUEUE CUTTERSIGNAL. FOR TRAFFIC SIGNAL AT HARBOR DRIVE AND CIVIC CENTER DRIVE,EMERGENCY VEHICLE PREEMPTION CALL TRANSITIONS Ø2 AND Ø5 VEHICULARSIGNALS TO STEADY GREEN INDICATION. ALL OTHER VEHICULAR SIGNALSREMAIN STEADY RED.3.STEADY RED FOR ALL SIGNAL PHASES AT QUEUE CUTTER SIGNAL. TRAFFICSIGNAL AT HARBOR DRIVE AND CIVIC CENTER DRIVE RESUMES NORMALOPERATION.4.AT THE END OF PREEMPTION, QUEUE CUTTER SIGNAL RESUMES NORMALOPERATION.
REDHERE ONSTOPR10-6(L)24"X36"
SEE SHEET 70MATCHLINE
DETAIL AYELLOW BALLRED BALLGREEN ARROW
PROPOSED NORMAL OPERATION SEQUENCE:1.QUEUE CUTTER SIGNAL DETECTS VEHICLE IN THE QUEUE DETECTION ZONEFOR MIN 5 CONTINUOUS SECONDS. VEHICULAR INDICATIONS FOR Ø2 TRANSITIONS TO YELLOW INDICATION.2.STEADY RED INDICATION FOR ALL VEHICULAR SIGNALS.3.IF NO RAILROAD PREEMPTION, NORMAL OPERATIONS RESUME WHEN VEHICLES ARE NOT DETECTED IN THE QUEUE DETECTION ZONE.
TCR1 =TRAFFIC CONTROL RELAY. NORMALLY OPEN; WHEN CLOSED, INDICATES THAT A TRAIN IS APPROACHING.THE CIRCUIT WILL CALL THE EVP PHASE OF THE TRAFFIC SIGNAL AND STAY ACTIVE UNTIL THE CROSSINGGATES ARE DOWN.TCR2 =TRAFFIC CONTROL RELAY. NORMALLY CLOSED; WHEN OPEN, INDICATES THAT A TRAIN IS APPROACHING.THE CIRCUIT WILL CALL THE EVP PHASE OF THE TRAFFIC SIGNAL AND STAY ACTIVE UNTIL THE CROSSINGGATES ARE DOWN.HLT =SIGNAL HEALTH CIRCUIT. NORMALLY CLOSED; WHEN OPEN, INDICATES THAT THERE IS AN ISSUE WITH THETRAFFIC SIGNAL CONTROLLER (I.E. HARDWARE FLASH OR POWER OUTAGE).
INPUT LOGIC SCENARIOS TCR1TCR2STATE 1. NO PREEMPTION CALLOPEN CLOSEDNORMAL 2. CALL: ADV VEH PREEMPT (TCR)CLOSED OPEN PREEMPT 3. SUPERVISORY FAULTCLOSEDCLOSEDFAULT 4. SUPERVISORY FAULTOPENOPENFAULT RR INTERCONNECT CIRCUITS: CALTRANS RAILROAD INTERFACE PANEL *
QUEUE CUTTER SIGNALCONTROLLER CABINET(1)18CSCTO BNSF SIGNAL HOUSEWIRES FROM RRHARBOR DR/CIVIC CENTER DRSIGNAL CONTROLLER CABINETRR INTERCONNECT CIRCUIT DIAGRAM:
INPUT FILE "J"14242LPROPOSED 2070LX CONTROLLERINPUT FILE "J"14242L VEHSIGNAL4.5'R10-6(R)(24"X36")5.9'TOP OF CURB DETAIL B: MEDIAN POLE MOUNTING DETAILEXISTING CALTRANS 2070CONTROLLER 12 VDC+ •- •HLTHLT+HLT-12 VDC+ •- •HLTHLT+HLT-TB91112PRIMARYDC-BUS •910SECONDARYTB91112PRIMARYDC-BUS •910SECONDARYHLTHLTTCRTCR Exhibit A
CITY R/W
CITY R/W
10 27
BNSF R/W
28L=144'
27BL = 128'
27BL = 112' 14R8-8
100'33
100'33
28L = 94'
3 4 5
14R49(R)(CA)
17R9-3 (DOUBLESIDED)
6 22L=23'
15R8-8
9L = 97'2L=28'
9L = 72'
100'33
(11')
(11')
8'
27' 19'3317R9-3 (DOUBLE SIDED)33
BAY MARINA DRIVE
MARINA WAYBNSF RAILRAOD SIGNAL HOUSEAND TERMINATION BOX TO BEREMOVED BY BNSF FORCES 27 NEW LIGHT PERSIGNAL PLANS
CONSTRUCT TRUNCATEDDOMES PER SDRSD G-30
CONSTRUCT TRUNCATEDDOMES PER SDRSD G-30
NEW TYPE 15LIGHT PERSIGNAL PLANS
NEW BNSF RAILRAODSIGNAL HOUSE TO BEFURNISH AND INSTALLEDBY BNSF FORCES NEW CPUC STANDARD NO. 9AND FOUNDATION BY BNSFFORCES
NEW CPUC STANDARD NO. 9 ANDFOUNDATION BY BNSF FORCES
NEW CPUC STANDARD NO. 9AND FOUNDATION BY BNSFFORCES
NEW CPUC STANDARD NO. 9 ANDFOUNDATION BY BNSF FORCES
FURNISH AND INSTALL RR TERMINATION BOX. PROVIDE 3"STUB FROM RR INTERCONNECT. COORDINATE WITHBNSF FOR EXACT LOCATION OF TERMINATION BOX. 8'REMOVE CPUC STANDARDNO. 9 AND FOUNDATION BYBNSF FORCES REMOVE CPUC STANDARDNO. 9 AND FOUNDATION BYBNSF FORCES
REMOVE CPUC STANDARD NO. 9 ANDFOUNDATION BY BNSF FORCES17R15-8 (DOUBLE SIDED)17R15-8 (DOUBLE SIDED) REMOVE CPUC STANDARDNO. 9 AND FOUNDATION BYBNSF FORCES
17R8-8
12'
20'
28L=145'
28L = 93'
10'
10'10' 10'
15' 5.25'
5.25'
5.25'
20' 19'
17' 17'
11'
22L=23'
4.5'
15'
15' 30'
18'
INSTALL 2" ANGULARBALLAST GRAVEL
20.4'
INSTALL 2" ANGULARBALLAST GRAVEL
INSTALL 2" ANGULARBALLAST GRAVEL
INSTALL 2" ANGULARBALLAST GRAVEL
GENERAL IMPROVEMENT NOTES
LEGEND STRIPING DETAILSN
BNSF RR TRACKSBNSF RR TRACKS
SIGNING AND MARKING NOTES
BNSF RR TRACKS
Bayshore Bikeway Segment 5Bay Marina Drive Rail Crossing Exhibit P:\Project\2017.0226.08_Bayshore Bikeway - Segment 5\CAD\Exhibits\Bay Marina Drive BNSF exhibit\BNSF Exhibit.dwg Plot: Hailey L. Tyson Date: 6/13/2023 10:51:35 AM Exhibit A
RRRRRRRR
RR
RR
RR
BNSF R/W
BNSF R/W21
12S8 (CA) (MOD)15FROM13S8 (CA)(MOD)
17126'
20L=4'13R1-1
12W10-1 12W10-12
12W10-12
19L=24'
19L=24'
1850% SCALE
5 6
7BNSF RR TRACK
11 11
23L=45'
28L = 11' 28L = 14'
28L = 15' 28L = 20'DOT #026900R BNSF SAN DIEGO SUBDIVISION 8'
8'
16'
1R10-6(L)
BNSF RR TRACKSDOT 026900R
54 6
2"C, 2#6 SIG, 2#10LTG, 1#8 CGNO.6E
2R8-8
3"C, 2#10 LTG, (2) 28CSCRR INTERCONNECT, 1#8CG
PPRAILROAD CANTILIVER
PPRAILROAD GATE
PPRAILROAD GATE
PPRAILROAD CANTILIVER
PPRAILROAD GATE
1R10-6(R)
8EX. RAILROAD FLASHERS
8EX. RAILROAD FLASHERS
SDG&E ACCESSDRIVEWAY3"C, 2#10 LTG, (1) 28CSC RR INTERCONNECT,1#8 CG 15' MIN.TO CENTEROF TRACKS
12'
13.5'
9L = 390'
27BL = 122'39L = 390'
39L = 391'
2422
28 23
26 2527
32 25
2628
PPSDCB27
24 PPRAILROAD TRACKS
E HARBOR DR
1850% SCALE
1850% SCALETO
19L=4'
29 13W10-3(30"x30")
13W10-3(L)(30"x30")
9L = 37'
9L = 8' 39L = 38'
39L = 35'
39L = 6'
39L = 10'
39L = 10'39L = 5'9L = 7'
3031
13R26A(CA)
13R26A(CA)
PPCROSSING PANELS
TYPE 15D LIGHT POLE WITH (2) 130W LUMINAIRES
TYPE 15D LIGHT POLE
TYPE 1-A POLE WITHR,Y,GA VEHICLE SIGNAL
TYPE 1-A POLE WITHR,Y,GA VEHICLE SIGNAL
23L=20'
13R26A(CA)
TYPE 27-4-100 POLE WITH (2)R,Y,GA VEHICLE SIGNALS
19L=5.5'
1BNSF RR TRACKS
2'
2'22 2'225.3'
2915' 15'
15'
REMOVE BNSF SIGNAL HOUSE ANDTERMINATION BOX BY BNSF FORCES INSTALL NEW BNSF SIGNAL HOUSE ANDTERMINATION BOX BY BNSF FORCES30' 30' 20'
27 BNSF SIGNAL CABINETS
REMOVE BNSF SIGNAL HOUSE ANDTERMINATION BOX BY BNSF FORCES N
INSTALL BROKEN YELLOW SHARED USE PATH CENTERLINEPER MUTCD FIGURE 9C-2A.INSTALL THERMOPLASTIC PAVEMENT MARKING PERCALTRANS STANDARD PLAN. SEE LEGEND ON THIS SHEET.INSTALL YELLOW SHUR-CURB BOLTED POST DELINEATORSOR APPROVED EQUAL AT 10' INTERVALS O.C. AS SHOWNON PLANS. SEE BUFFER/DELINEATOR DETAIL ON SHEET 57EXISTING SIGN TO REMAINFURNISH AND INSTALL NEW SIGN ON BREAK AWAY POSTPER CITY STANDARD DRAWING NO 112-S-BINSTALL NEW SIGN ON EXISTING POSTREMOVE AND REPLACE SIGN PER PLANFURNISH AND INSTALL NEW SIGN ON BREAK-AWAY POSTPER CITY STANDRAD DRAWING NO. 112-S-BPAINT EXISTING CURB REDRAILROAD CROSSING SYMBOL (THERMOPLASTIC) PERCTSP A24BINSTALL 24" WHITE THERMOPLASTIC LIMIT LINE AS SHOWNON PLAN.INSTALL 12" WHITE THERMOPLASTIC LIMIT LINE AS SHOWNON PLAN.MATCH EXISTING STRIPING
STRIPING DETAILS
BAYSHORE BIKEWAY SEGMENT 5GRADE CROSSING EXHIBIT5/31/2023Sheet 1 of 1 PROTECT IN PLACE.FURNISH AND INSTALL SIGN ON POLE PER PLAN.FURNISH AND INSTALL SIGN ON MAST ARM PER PLAN.FURNISH AND INSTALL MODEL 2070LX CONTROLLER WITHUNIT CHASSIS, 2070-1C CPU MODULE UPLOADED WITHINTELIGHT MAXTIME SOFTWARE, 2070-2E+ FI/O, 2070-3BFRONT PANEL AND 2070-4A POWER SUPPLY MODULES, ONE(1) BLANK 8MB DATA KEY, BATTERY BACK-UP SYSTEM ANDCONTROLLER ASSEMBLIES PER SPECIFICATIONS. PROVIDEWARNING LABEL INSIDE THE TRAFFIC SIGNAL CABINETSTATING THAT THE SIGNAL IS INTERCONNECTED WITH THERAILROAD. PROVIDE CONTACT INFORMATION FOR HIGHWAYAND RAILROAD AGENCY.FURNISH AND INSTALL TYPE III-BF SIGNAL AND LIGHTINGSERVICE PER CALTRANS STANDARD PLAN ES-2E. PROVIDE50A-1P CIRCUIT BREAKER FOR SIGNAL (METERED) AND30A-1P CIRCUIT BREAKER FOR LIGHTING (UNMETERED).FURNISH AND INSTALL ITERIS VANTAGE VECTOR HYBRIDVIDEO DETECTION CAMERA (OR APPROVED EQUAL) ON 2.5'VERTICAL RISER, ALL EQUIPMENT NEEDED IN CONTROLLERAND ALL REQUIRED WIRING (OR APPROVED EQUAL).REPLACE EXISTING RR FLASHERS WITH NEW LED RRFLASHERS BY BNSF FORCES.
CONSTRUCTION NOTES:
CONSTRUCT BIKEWAY SECTION 4" ASPHALT OVER 6" CLASSII AGGREGATE BASE. SEE TYPICAL CROSS SECTION PERDETAIL ON SHEET 7CONSTRUCT AC DIKE PER DETAIL ON SHEET 6CONSTRUCT 0" CURB PER DETAIL ON SHEET 6CPUC STD. NO. 8 RR WARNING DEVICE TO BE INSTALLED BYBNSF FORCESCONSTRUCT TRUNCATED DOMES PER SDRSD G-30SEE PLANTING PLANSCONSTRUCT FULL DEPTH 7.5" PORTLAND CEMENTCONCRETE SECTION. CONCRETE MIX TO BE 3,500 PSIINSTALL DOUBLE SIDED R15-8 PER MUTCD FIGURE 8C-4,HEIGHT = 7' BY BNSF FORCESRR SIGNAL HOUSE TO BE INSTALL BY BNSF FORCESFURNISH AND INSTALL RR TERMINATION BOX. PROVIDE 3"STUB FOR RR INTERCONNECT. COORDINATE WITH BNSFFOR EXACT LOCATION TERMINATION BOX.CROSSING PANELS TO BE INSTALL BY BNSF FORCES
PROPOSED CURB RED
INSTALL 2" ANGULAR BALLAST
Exhibit A
Contract Number: BF-20253718
1 Easement Agreement
Form 704CM; Rev. 03/23/2019
EASEMENT AGREEMENT
FOR HARBOR DRIVE GRADE-CROSSING
(C&M Agreement)
THIS EASEMENT AGREEMENT FOR THE HARBOR DRIVE GRADE-CROSSING ("Easement Agreement") is made and entered into as of the _______ day of _____________________ 20__ ("Effective Date"), by and between BNSF RAILWAY COMPANY, a Delaware corporation ("Grantor"), and the CITY OF NATIONAL CITY, a political subdivision of the State of California ("Grantee").
A. Grantor owns or controls certain real property situated at or near the vicinity of National City State of California at Mile Post 273.45, as described or depicted on Exhibit "A" attached hereto and made a part hereof (the "Premises").
B. Grantor and Grantee have entered into that certain Construction and Maintenance Agreement dated as of ______________________________________ concerning improvements on or near the Premises (the “C&M Agreement”).
C. Grantee has requested that Grantor grant to Grantee an easement over the Premises for the Easement Purpose (as defined below).
D. Grantor has agreed to grant Grantee such easement, subject to the terms and conditions set forth in this Easement and in the C&M Agreement incorporated herein as if fully set forth in this instrument which terms shall be in full force and effect for purposes of this Easement even if the C&M Agreement is, for whatever reason, no longer in effect.
NOW, THEREFORE, for and in consideration of the foregoing recitals which are incorporated herein, the mutual promises contained herein, and other good and valuable consideration, the receipt and sufficiency of which are hereby acknowledged, the parties agree as follows:
Section 1 Granting of Easement.
1.1 Easement Purpose. The "Easement Purpose" shall be for the purposes set forth in the C&M Agreement.
Any improvements to be constructed in connection with the Easement Purpose are referred to herein as "Improvements" and shall be constructed, located, configured and maintained by Grantee in strict accordance with the terms of this Easement Agreement and the C&M Agreement.
Contract Number: BF-20253718
2 Easement Agreement
Form 704CM; Rev. 03/23/2019
1.2 Grant. Grantor does hereby grant unto Grantee a non-exclusive easement ("Easement") over the Premises for the Easement Purpose and for no other purpose. The Easement is granted subject to any and all restrictions, covenants, easements, licenses, permits, leases and other encumbrances of whatsoever nature whether or not of record, if any, relating to the Premises and subject to all with all applicable federal, state and local laws, regulations, ordinances, restrictions, covenants and court or administrative decisions and orders, including Environmental Laws (defined below) and zoning laws (collectively, "Laws"). Grantee may not make any alterations or improvements or perform any maintenance or repair activities within the Premises except in accordance with the terms and conditions of the C&M Agreement.
1.3 Reservations by Grantor. Grantor excepts and reserves the right, to be exercised by Grantor and any other parties who may obtain written permission or authority from Grantor:
(a) to install, construct, maintain, renew, repair, replace, use, operate, change, modify and relocate any existing pipe, power, communication, cable, or utility lines and appurtenances and other facilities or structures of like character (collectively, "Lines") upon, over, under or across the Premises;
(b) to install, construct, maintain, renew, repair, replace, use, operate, change, modify and relocate any tracks or additional facilities or structures upon, over, under or across the Premises; and
(c) to use the Premises in any manner as the Grantor in its sole discretion deems appropriate, provided Grantor uses all commercially reasonable efforts to avoid material interference with the use of the Premises by Grantee for the Easement Purpose.
Section 2 Term of Easement. The term of the Easement, unless sooner terminated under provisions of this Easement Agreement, shall be perpetual.
Section 3 No Warranty of Any Conditions of the Premises. Grantee acknowledges that Grantor has made no representation whatsoever to Grantee concerning the state or condition of the Premises, or any personal property located thereon, or the nature or extent of Grantor's ownership interest in the Premises. Grantee has not relied on any statement or declaration of Grantor, oral or in writing, as an inducement to entering into this Easement Agreement, other than as set forth herein.
GRANTOR HEREBY DISCLAIMS ANY REPRESENTATION OR WARRANTY, WHETHER EXPRESS
OR IMPLIED, AS TO THE DESIGN OR CONDITION OF ANY PROPERTY PRESENT ON OR
CONSTITUTING THE PREMISES, ITS MERCHANTABILITY OR FITNESS FOR ANY PARTICULAR
Contract Number: BF-20253718
3 Easement Agreement
Form 704CM; Rev. 03/23/2019
PURPOSE, THE QUALITY OF THE MATERIAL OR WORKMANSHIP OF ANY SUCH PROPERTY, OR THE CONFORMITY OF ANY SUCH PROPERTY TO ITS INTENDED USES. GRANTOR SHALL
NOT BE RESPONSIBLE TO GRANTEE OR ANY OF GRANTEE'S CONTRACTORS FOR ANY
DAMAGES RELATING TO THE DESIGN, CONDITION, QUALITY, SAFETY, MERCHANTABILITY OR
FITNESS FOR ANY PARTICULAR PURPOSE OF ANY PROPERTY PRESENT ON OR
CONSTITUTING THE PREMISES, OR THE CONFORMITY OF ANY SUCH PROPERTY TO ITS INTENDED USES. GRANTEE ACCEPTS ALL RIGHTS GRANTED UNDER THIS EASEMENT AGREEMENT IN THE PREMISES IN AN "AS IS, WHERE IS" AND "WITH ALL FAULTS" CONDITION,
AND SUBJECT TO ALL LIMITATIONS ON GRANTOR'S RIGHTS, INTERESTS AND TITLE TO THE PREMISES. Grantee has inspected or will inspect the Premises, and enters upon Grantor's rail corridor and property with knowledge of its physical condition and the danger inherent in Grantor's rail operations on or near the Premises. Grantee acknowledges that this Easement Agreement does not contain any implied warranties that Grantee or Grantee's Contractors (as hereinafter defined) can successfully construct or operate the Improvements.
Section 4 Nature of Grantor's Interest in the Premises. GRANTOR DOES NOT WARRANT ITS
TITLE TO THE PREMISES NOR UNDERTAKE TO DEFEND GRANTEE IN THE PEACEABLE POSSESSION OR USE THEREOF. NO COVENANT OF QUIET ENJOYMENT IS MADE. In case of the eviction of Grantee by anyone owning or claiming title to or any interest in the Premises, or by the abandonment by Grantor of the affected rail corridor, Grantor shall not be liable to refund Grantee any compensation paid hereunder.
Section 5 Improvements. Grantee shall take, in a timely manner, all actions necessary and proper to the lawful establishment, construction, operation, and maintenance of the Improvements, including such actions as may be necessary to obtain any required permits, approvals or authorizations from applicable governmental authorities. Any and all cuts and fills, excavations or embankments necessary in the construction, maintenance, or future alteration of the Improvements shall be made and maintained in such manner, form and extent as will provide adequate drainage of and from the adjoining lands and premises of the Grantor; and wherever any such fill or embankment shall or may obstruct the natural and pre-existing drainage from such lands and premises of the Grantor, the Grantee shall construct and maintain such culverts or drains as may be requisite to preserve such natural and pre-existing drainage, and shall also wherever necessary, construct extensions of existing drains, culverts or ditches through or along the premises of the Grantor, such extensions to be of adequate sectional dimensions to preserve the present flowage of drainage or other waters, and of materials and workmanship equally as good as those now existing. In the event any construction, repair, maintenance, work or other use of the Premises by Grantee will affect any Lines, fences, buildings, improvements or other facilities (collectively, "Other Improvements"), Grantee will be responsible at Grantee’s sole risk to locate and make any adjustments necessary to such Other Improvements. Grantee must contact the owner(s) of the Other Improvements notifying them of any work that may damage these Other Improvements and/or interfere with their service and obtain the owner’s written approval prior to so affecting the Other Improvements. Grantee must mark all Other Improvements on the Plans and Specifications and mark such Other Improvements in the field in order to verify their locations. Grantee must also use all
Contract Number: BF-20253718
4 Easement Agreement
Form 704CM; Rev. 03/23/2019
reasonable methods when working on or near Grantor property to determine if any Other Improvements (fiber optic, cable, communication or otherwise) may exist. The Grantee agrees to keep the above- described premises free and clear from combustible materials and to cut and remove or cause to be cut and removed at its sole expense all weeds and vegetation on said premises, said work of cutting and removal to be done at such times and with such frequency as to comply with Grantee and local laws and regulations and abate any and all hazard of fire.
Section 6 Taxes and Recording Fees. Grantee shall pay when due any taxes, assessments or other charges (collectively, "Taxes") levied or assessed upon the Improvements by any governmental or quasi-governmental body or any Taxes levied or assessed against Grantor or the Premises that are attributable to the Improvements. Grantee agrees to purchase, affix and cancel any and all documentary stamps in the amount prescribed by statute, and to pay any and all required transfer taxes, excise taxes and any and all fees incidental to recordation of the Memorandum of Easement. In the event of Grantee's failure to do so, if Grantor shall become obligated to do so, Grantee shall be liable for all costs, expenses and judgments to or against Grantor, including all of Grantor's legal fees and expenses.
Section 7 Environmental.
7.1 Compliance with Environmental Laws. Grantee shall strictly comply with all federal, state and local environmental Laws in its use of the Premises, including, but not limited to, the Resource Conservation and Recovery Act, as amended (RCRA), the Clean Water Act, the Oil Pollution Act, the Hazardous Materials Transportation Act, the Comprehensive Environmental Response, Compensation and Liability Act (CERCLA) and the Toxic Substances Control Act (collectively referred to as the "Environmental Laws"). Grantee shall not maintain a "treatment," "storage," "transfer" or "disposal" facility, or "underground storage tank," as those terms are defined by Environmental Laws, on the Premises. Grantee shall not handle, transport, release or suffer the release of "hazardous waste" or "hazardous substances", as "hazardous waste" and "hazardous substances" may now or in the future be defined by any Environmental Laws.
7.2 Notice of Release. Grantee shall give Grantor immediate notice to Grantor's Resource Operations Center at (800) 832-5452 of any release of hazardous substances on or from the Premises, violation of Environmental Laws, or inspection or inquiry by governmental authorities charged with enforcing Environmental Laws with respect to Grantee's use of the Premises. Grantee shall use its best efforts to promptly respond to any release on or from the Premises. Grantee also shall give Grantor immediate notice of all measures undertaken on behalf of Grantee to investigate, remediate, respond to or otherwise cure such release or violation.
Contract Number: BF-20253718
5 Easement Agreement
Form 704CM; Rev. 03/23/2019
7.3 Remediation of Release. In the event that Grantor has notice from Grantee or otherwise of a release or violation of Environmental Laws which occurred or may occur during the term of this Easement Agreement, Grantor may require Grantee, at Grantee's sole risk and expense, to take timely measures to investigate, remediate, respond to or otherwise cure such release or violation affecting the Premises. If during the construction or subsequent maintenance of the Improvements, soils or other materials considered to be environmentally contaminated are exposed, Grantee will remove and safely dispose of said contaminated soils. Determination of soils contamination and applicable disposal procedures thereof, will be made only by an agency having the capacity and authority to make such a determination.
7.4 Preventative Measures. Grantee shall promptly report to Grantor in writing any conditions or activities upon the Premises known to Grantee which create a risk of harm to persons, property or the environment and shall take whatever action is necessary to prevent injury to persons or property arising out of such conditions or activities; provided, however, that Grantee's reporting to Grantor shall not relieve Grantee of any obligation whatsoever imposed on it by this Easement Agreement. Grantee shall promptly respond to Grantor's request for information regarding said conditions or activities.
7.5 Evidence of Compliance. Grantee agrees periodically to furnish Grantor with proof satisfactory to Grantor that Grantee is in compliance with this Section 7. Should Grantee not comply fully with the above-stated obligations of this Section 7, notwithstanding anything contained in any other provision hereof, Grantor may, at its option, terminate this Easement Agreement by serving five (5) days' notice of termination upon Grantee. Upon termination, Grantee shall remove the Improvements and restore the Premises as provided in Section 9.
Section 8 Default and Termination.
8.1 Grantor's Performance Rights. If at any time Grantee, or Grantee's Contractors, fails to properly perform its obligations under this Easement Agreement, Grantor, in its sole discretion, may: (i) seek specific performance of the unperformed obligations, or (ii) at Grantee's sole cost, may arrange for the performance of such work as Grantor deems necessary for the safety of its rail operations, activities and property, or to avoid or remove any interference with the activities or property of Grantor, or anyone or anything present on the rail corridor or property with the authority or permission of Grantor.
Grantee shall promptly reimburse Grantor for all costs of work performed on Grantee's behalf upon receipt of an invoice for such costs. Grantor's failure to perform any obligations of Grantee or Grantee's Contractors shall not alter the liability allocation set forth in this Easement Agreement.
Contract Number: BF-20253718
6 Easement Agreement
Form 704CM; Rev. 03/23/2019
8.2 Abandonment. Grantor may, at its option, terminate this Easement Agreement by serving five (5) days' notice in writing upon Grantee if Grantee should abandon or cease to use the Premises for the Easement Purpose. Any waiver by Grantor of any default or defaults shall not constitute a waiver of the right to terminate this Easement Agreement for any subsequent default or defaults, nor shall any such waiver in any way affect Grantor's ability to enforce any section of this Easement Agreement.
8.3 Effect of Termination or Expiration. Neither termination nor expiration will release Grantee from any liability or obligation under this Easement, whether of indemnity or otherwise, resulting from any acts, omissions or events happening prior to the date of termination or expiration, or, if later, the date the Premises are restored as required by Section 9.
8.4 Non-exclusive Remedies. The remedies set forth in this Section 8 shall be in addition to, and not in limitation of, any other remedies that Grantor may have under the C&M Agreement, at law or in equity.
Section 9 Surrender of Premises.
9.1 Removal of Improvements and Restoration. Upon termination of this Easement Agreement, whether by abandonment of the Easement or by the exercise of Grantor's termination rights hereunder, Grantee shall, at its sole cost and expense, immediately perform the following:
(a) remove all or such portion of Grantee's Improvements and all appurtenances thereto from the Premises, as Grantor directs at Grantor's sole discretion;
(b) repair and restore any damage to the Premises arising from, growing out of, or connected with Grantee's use of the Premises;
(c) remedy any unsafe conditions on the Premises created or aggravated by Grantee; and
(d) leave the Premises in the condition which existed as of the Effective Date.
9.2 Limited License for Entry. If this Easement Agreement is terminated, Grantor may direct Grantee to undertake one or more of the actions set forth above, at Grantee's sole cost, in which case Grantee shall have a limited license to enter upon the Premises to the extent necessary to undertake the actions directed by Grantor. The terms of this limited license include all of Grantee's obligations under this Easement Agreement. Termination will not release Grantee from any liability or obligation under this Easement Agreement, whether of indemnity or otherwise, resulting from any acts, omissions or events happening prior to the date of termination, or, if later, the date when Grantee's Improvements are removed and the Premises are restored to the condition that existed as of the Effective Date. If
Contract Number: BF-20253718
7 Easement Agreement
Form 704CM; Rev. 03/23/2019
Grantee fails to surrender the Premises to Grantor upon any termination of the Easement, all liabilities and obligations of Grantee hereunder shall continue in effect until the Premises are surrendered.
Section 10 Liens . Grantee shall promptly pay and discharge any and all liens arising out of any construction, alterations or repairs done, suffered or permitted to be done by Grantee on the Premises or attributable to Taxes that are the responsibility of Grantee pursuant to Section 6. Grantor is hereby authorized to post any notices or take any other action upon or with respect to the Premises that is or may be permitted by Law to prevent the attachment of any such liens to any portion of the Premises; provided, however, that failure of Grantor to take any such action shall not relieve Grantee of any obligation or liability under this Section 10 or any other section of this Easement Agreement.
Section 11 Tax Exchange. Grantor may assign its rights (but not its obligations) under this Easement Agreement to Goldfinch Exchange Company LLC, an exchange intermediary, in order for Grantor to effect an exchange under Section 1031 of the Internal Revenue Code. In such event, Grantor shall provide Grantee with a Notice of Assignment, attached as Exhibit C, and Grantee shall execute an acknowledgement of receipt of such notice.
Section 12 Notices. Any notice required or permitted to be given hereunder by one party to the other shall be delivered in the manner set forth in the C&M Agreement. Notices to Grantor under this Easement shall be delivered to the following address: BNSF Railway Company, Real Estate Department, 2500 Lou Menk Drive, Ft. Worth, TX 76131, Attn: Permits, or such other address as Grantor may from time to time direct by notice to Grantee.
Section 13 Recordation. It is understood and agreed that this Easement Agreement shall not be in recordable form and shall not be placed on public record and any such recording shall be a breach of this Easement Agreement. Grantor and Grantee shall execute a Memorandum of Easement in the form attached hereto as Exhibit "B" (the "Memorandum of Easement") subject to changes required, if any, to conform such form to local recording requirements. The Memorandum of Easement shall be recorded in the real estate records in the county where the Premises are located. If a Memorandum of Easement is not executed by the parties and recorded as described above within _30_ days of the Effective Date, Grantor shall have the right to terminate this Easement Agreement upon notice to Grantee.
Section 14 Miscellaneous.
14.1 All questions concerning the interpretation or application of provisions of this Easement Agreement shall be decided according to the substantive Laws of the State of California without regard to conflicts of law provisions.
14.2 In the event that Grantee consists of two or more parties, all the covenants and agreements of Grantee herein contained shall be the joint and several covenants and agreements of such parties. This instrument and all of the terms, covenants and provisions hereof shall inure to the benefit of and be binding upon each of the parties hereto and their respective legal representatives, successors and assigns and shall run with and be binding upon the Premises.
Contract Number: BF-20253718
8 Easement Agreement
Form 704CM; Rev. 03/23/2019
14.3 If any action at law or in equity is necessary to enforce or interpret the terms of this Easement Agreement, the prevailing party or parties shall be entitled to reasonable attorneys' fees, costs and necessary disbursements in addition to any other relief to which such party or parties may be entitled.
14.4 If any provision of this Easement Agreement is held to be illegal, invalid or unenforceable under present or future Laws, such provision will be fully severable and this Easement Agreement will be construed and enforced as if such illegal, invalid or unenforceable provision is not a part hereof, and the remaining provisions hereof will remain in full force and effect. In lieu of any illegal, invalid or unenforceable provision herein, there will be added automatically as a part of this Easement Agreement a provision as similar in its terms to such illegal, invalid or unenforceable provision as may be possible and be legal, valid and enforceable.
14.5 This Easement Agreement and the C&M Agreement, which is incorporated herein, is the full and complete agreement between Grantor and Grantee with respect to all matters relating to Grantee's use of the Premises, and supersedes any and all other agreements between the parties hereto relating to Grantee's use of the Premises as described herein. However, nothing herein is intended to terminate any surviving obligation of Grantee or Grantee's obligation to defend and hold Grantor harmless in any prior written agreement between the parties.
14.6 Time is of the essence for the performance of this Easement Agreement.
Section 15. Administrative Fee. Grantee acknowledges that a material consideration for this agreement, without which it would not be made, is the agreement between Grantee and Grantor, that the Grantee shall pay upon return of this Easement Agreement signed by Grantee to Grantor's Broker a processing fee in the amount of $2,500.00 over and above the agreed upon acquisition price. Said fee shall be made payable to BNSF Railway Company by a separate check.
Witness the execution of this Easement Agreement as of the date first set forth above.
Contract Number: BF-20253718
9 Easement Agreement
Form 704CM; Rev. 03/23/2019
GRANTOR:
BNSF RAILWAY COMPANY, a Delaware corporation
By:
Name:
Title:
GRANTEE:
CITY OF NATIONAL CITY, a political subdivision of the
State of California
By:
Name:
Title:
Contract Number: BF-20253718
1 Easement - Exhibit A Form 704CM; Rev. 03/23/2019
EXHIBIT "A"
Premises
EXHIBIT "A"
PERMANENT EASEMENT
APN’S 555-090-02-00
SHEET 1 OF 1 SHEETS
THE LAND REFERRED TO HEREIN BELOW IS SITUATED IN THE CITY OF
NATIONAL CITY, IN THE COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, AND IS DESCRIBED AS FOLLOWS:
THAT PORTION OF THE ATCHISON, TOPEKA AND SANTA FE RAILWAY COMPA NY
RIGHT-OF-WAY LYING SOUTHWESTERLY OF THE SOUTHERLY RIGHT-OF-WAY LINE OF HARBOR DRIVE AS SHOWN ON CALTRANS RIGHT-OF-WAY MAP LO 9 559 ON FILE AT CALTRANS DISTRICT 11 OFFICE AND ON RECORD OF SURVEY MAP NO. 20257 FILED IN THE OFFICE OF THE SAN DIEGO COUNTY RECORDER ON AUGUST 1, 2008 AS FILE NO. 2008-0412499 OF OFFICIAL RECORDS AND LYING EASTERLY OF THE UNNUMBERED LOT EAST OF THE ALLEY IN BLOCK 268 I N
THE CITY OF NATIONAL CITY, COUNTY OF SAN DIEGO, STATE OF CALIFO RNIA, ACCORDING TO THE MAP THEREOF NO . 348 FILED IN THE OFFICE OF THE RECORDER OF SAID SAN DIEGO COUNTY OCTOBER 2, 1882.
MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT THE INTERSECTION OF SAID SOUTHERLY RIGHT-OF-WAY LINE
OF HARBOR DRIVE WITH THE WESTERLY LINE OF SAID ATCHISON, TOPEKA
AND SANTA FE RAILWAY COMPANY RIGHT-OF-WAY AS SHOWN ON SAID RECORD OF SURVEY, SAID POINT BEING THE BEGINNING OF A 1280.00-FOOT
RADIUS CURVE CONCAVE NORTHEASTERLY, A RADIAL LINE TO SAID POINT BEARS SOUTH 61°55’51” WEST;
1. THENCE ALONG SAID SOUTHWESTERLY RIGHT-OF-WAY LINE
SOUTHEASTERLY ALONG THE ARC OF SAID CURVE THROUGH A
CENTRAL ANGLE OF 2°29’04” A DISTANCE OF 55.50 FEET;
2. THENCE LEAVING SAID SOUTHWESTERLY RIGHT-OF-WAY LINE NORTH 57°34’41” WEST 33.41 FEET TO SAID WESTERLY RIGHT-OF-WAY LINE AN D THE BEGINNING OF A NON-TANGENT 5679.65-FOOT RADIUS CURVE
CONCAVE WESTERLY, A RADIAL LINE TO SAID POINT BEARS SOUTH 87°54’38” EAST;
3. THENCE ALONG SAID WESTERLY RIGHT-OF-WAY LINE NORTHERLY
ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF
0°18’28” A DISTANCE OF 30.50 FEET TO THE POINT OF BEGINNING.
AREA = 427 SF, MORE OR LESS (BASED ON GROUND DISTANCES).
SEE EXHIBIT “B” ATTACHED AND BY REFERENCE MADE A PART HEREOF.
THE BEARINGS AND DISTANCES USED IN THE ABOVE DESCRIPTION ARE BASED ON THE CALIFORNIA COORDINATE SYSTEM OF 1983, ZONE 6, NAD83, EPOCH 1991.35 (UNLESS OTHERWISE NOTED). DIVIDE DISTANCES SHOWN BY
1.00002970 TO OBTAIN GROUND DISTANCES.
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1 / 2 4 / 2022
JOEL D. RIIPINEN LS 7942
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Contract Number: Document ID
2 of 58
EXHIBIT “B”
MEMORANDUM OF EASEMENT
THIS MEMORANDUM OF EASEMENT is hereby executed this ________ day of_________________, 202_, by and between BNSF RAILWAY COMPANY, a Delaware corporation ("Grantor"), whose address for purposes of this instrument is 2500 Lou Menk Drive, Fort Worth, Texas 76131, and the CITY OF NATIONAL CITY, a political subdivision of the State of California ("Grantee"), whose address for purposes of this instrument is _________________________________, which terms "Grantor" and "Grantee" shall include, wherever the context permits or requires, singular or plural, and the heirs, legal representatives, successors and assigns of the respective parties:
WITNESSETH:
WHEREAS, Grantor owns or controls certain real property situated in National City, California, as described on Exhibit "A" attached hereto and incorporated herein by reference (the "Premises');
WHEREAS, Grantor and Grantee entered into an Easement Agreement, dated _____________________________, 202_ (the "Easement Agreement") which set forth, among other things, the terms of an easement granted by Grantor to Grantee over and across the Premises (the "Easement"); and
WHEREAS, Grantor and Grantee desire to memorialize the terms and conditions of the Easement Agreement of record.
For valuable consideration the receipt and sufficiency of which are hereby acknowledged, Grantor does grant unto Grantee and Grantee does hereby accept from Grantor the Easement over and across the Premises.
The term of the Easement, unless sooner terminated under provisions of the Easement Agreement, shall be perpetual.
All the terms, conditions, provisions and covenants of the Easement Agreement are incorporated herein by this reference for all purposes as though written out at length herein, and both the Easement Agreement and this Memorandum of Easement shall be deemed to constitute a single instrument or document. This Memorandum of Easement is not intended to amend, modify, supplement, or supersede any of the provisions of the Easement Agreement and, to the extent there may be any conflict or inconsistency between the Easement Agreement or this Memorandum of Easement, the Easement Agreement shall control.
END OF PAGE – SIGNATURE PAGE FOLLOWS
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IN WITNESS WHEREOF, Grantor and Grantee have executed this Memorandum of Easement to as of the date and year first above written.
GRANTOR:
BNSF RAILWAY COMPANY, a Delaware corporation
By:
Name:
Title:
STATE OF TEXAS §
§
COUNTY OF TARRANT §
This instrument was acknowledged before me on the ______ day of _________________, 201_, by ______________________________ (name) as ___________________________________(title) of BNSF RAILWAY COMPANY, a Delaware corporation.
Notary Public
My appointment expires:
(Seal)
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GRANTEE:
CITY OF NATIONAL CITY, a political subdivision of the State of California
By:
Name:
Title:
STATE OF _______________ §
§
COUNTY OF _____________ §
This instrument was acknowledged before me on the ______ day of _______________________, 201_, by ___________________________________ (name) as ______________________________(title) of ___________________________________, a ________________________________________.
Notary Public
My appointment expires:
(Seal)
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EXHIBIT "C"
CONTRACTOR REQUIREMENTS
1) General
A. The Contractor must cooperate with BNSF RAILWAY COMPANY, hereinafter referred to as "Railway" where work is over or under on or adjacent to Railway property and/or right-of-way, hereafter referred to as "Railway Property", during the construction of _______________________________________________________________________ _______________________________________________________________________ ______________________________________________________________________.
B. The Contractor must execute and deliver to the Railway duplicate copies of the Exhibit “C-1” Agreement, in the form attached hereto, obligating the Contractor to provide and maintain in full force and effect the insurance called for under Section 3 of said Exhibit “C-1”. Questions regarding procurement of the Railroad Protective Liability Insurance should be directed to Rosa Martinez at Marsh, USA, 214-303-8519.
C. The Contractor must plan, schedule and conduct all work activities so as not to interfere with the movement of any trains on Railway Property.
D. The Contractor's right to enter Railway's Property is subject to the absolute right of Railway to cause the Contractor's work on Railway's Property to cease if, in the opinion of Railway, Contractor's activities create a hazard to Railway's Property, employees, and/or operations. Railway will have the right to stop construction work on the Project if any of the following events take place: (i) Contractor (or any of its subcontractors) performs the Project work in a manner contrary to the plans and specifications approved by Railway; (ii) Contractor (or any of its subcontractors), in Railway’s opinion, prosecutes the Project work in a manner which is hazardous to Railway property, facilities or the safe and expeditious movement of railroad traffic; (iii) the insurance described in the attached Exhibit C-1 is canceled during the course of the Project; or (iv) Contractor fails to pay Railway for the Temporary Construction License or the Easement. The work stoppage will continue until all necessary actions are taken by Contractor or its subcontractor to rectify the situation to the satisfaction of Railway’s Division Engineer or until additional insurance has been delivered to and accepted by Railway. In the event of a breach of (i) this Agreement, (ii) the Temporary Construction License, or (iii) the Easement, Railway may immediately terminate the Temporary Construction License or the Easement. Any such work stoppage under this provision will not give rise to any liability on the part of Railway. Railway’s right to stop the work is in addition to any other rights Railway may have including, but not limited to, actions or suits for damages or lost profits. In the event that Railway desires to stop construction work on the Project, Railway agrees to immediately notify the following individual in writing:
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_______________________
_______________________
_______________________
_______________________
E. The Contractor is responsible for determining and complying with all Federal, State and Local Governmental laws and regulations, including, but not limited to environmental laws and regulations (including but not limited to the Resource Conservation and Recovery Act, as amended; the Clean Water Act, the Oil Pollution Act, the Hazardous Materials Transportation Act, CERCLA), and health and safety laws and regulations. The Contractor hereby indemnifies, defends and holds harmless Railway for, from and against all fines or penalties imposed or assessed by Federal, State and Local Governmental Agencies against the Railway which arise out of Contractor's work under this Agreement.
F. The Contractor must notify (Agency) at (_____)_________________ and Railway's Manager Public Projects, telephone number (_____)_________________ at least thirty (30) calendar days before commencing any work on Railway Property. Contractor’s notification to Railway must refer to Railway's file ___________.
G. For any bridge demolition and/or falsework above any tracks or any excavations located with any part of the excavations located within, whichever is greater, twenty-five (25) feet of the nearest track or intersecting a slope from the plane of the top of rail on a 2 horizontal to 1 vertical slope beginning at eleven (11) feet from centerline of the nearest track, both measured perpendicular to center line of track, the Contractor must furnish the Railway five sets of working drawings showing details of construction affecting Railway Property and tracks. The working drawing must include the proposed method of installation and removal of falsework, shoring or cribbing, not included in the contract plans and two sets of structural calculations of any falsework, shoring or cribbing. For all excavation and shoring submittal plans, the current “BNSF-UPRR Guidelines for Temporary Shoring” must be used for determining the design loading conditions to be used in shoring design, and all calculations and submittals must be in accordance with the current “BNSF-UPRR Guidelines for Temporary Shoring”. All submittal drawings and calculations must be stamped by a registered professional engineer licensed to practice in the state the project is located. All calculations must take into consideration railway surcharge loading and must be designed to meet American Railway Engineering and Maintenance-of-Way Association (previously known as American Railway Engineering Association) Coopers E-80 live loading standard. All drawings and calculations must be stamped by a registered professional engineer licensed to practice in the state the project is located. The Contractor must not begin work until notified by the Railway that plans have been approved. The Contractor will be required to use lifting devices such as,
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cranes and/or winches to place or to remove any falsework over Railway's tracks. In no case will the Contractor be relieved of responsibility for results obtained by the implementation of said approved plans.
H. Subject to the movement of Railway's trains, Railway will cooperate with the Contractor such that the work may be handled and performed in an efficient manner. The Contractor will have no claim whatsoever for any type of damages or for extra or additional compensation in the event his work is delayed by the Railway.
2) Contractor Safety Orientation
A. No employee of the Contractor, its subcontractors, agents or invitees may enter Railway Property without first having completed Railway’s Engineering Contractor Safety Orientation, found on the web site www.BNSFContractor.com. The Contractor must ensure that each of its employees, subcontractors, agents or invitees completes Railway’s Engineering Contractor Safety Orientation through internet sessions before any work is performed on the Project. Additionally, the Contractor must ensure that each and every one of its employees, subcontractors, agents or invitees possesses a card certifying completion of the Railway Contractor Safety Orientation before entering Railway Property. The Contractor is responsible for the cost of the Railway Contractor Safety Orientation. The Contractor must renew the Railway Contractor Safety Orientation annually. Further clarification can be found on the web site or from the Railway’s Representative.
3) Railway Requirements
A. The Contractor must take protective measures as are necessary to keep railway facilities, including track ballast, free of sand, debris, and other foreign objects and materials resulting from his operations. Any damage to railway facilities resulting from Contractor's operations will be repaired or replaced by Railway and the cost of such repairs or replacement must be paid for by the Agency.
B. The Contractor must notify the Railway's Division Engineer ________________________ at (_____)_________________ and provide blasting plans to the Railway for review seven (7) calendar days prior to conducting any blasting operations adjacent to or on Railway's Property.
C. The Contractor must abide by the following temporary clearances during construction:
15’-0” Horizontally from centerline of nearest track 21’-6” Vertically above top of rail
27'-0" Vertically above top of rail for electric wires carrying less than 750 volts
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28'-0" Vertically above top of rail for electric wires carrying 750 volts to 15,000 volts
30'-0" Vertically above top of rail for electric wires carrying 15,000 volts to 20,000 volts
34'-0" Vertically above top of rail for electric wires carrying more than 20,000 volts
D. Upon completion of construction, the following clearances shall be maintained:
25’ Horizontally from centerline of nearest track
23’ 6” Vertically above top of rail
E. Any infringement within State statutory clearances due to the Contractor's operations must be submitted to the Railway and to the (Agency) and must not be undertaken until approved in writing by the Railway, and until the (Agency) has obtained any necessary authorization from the State Regulatory Authority for the infringement. No extra compensation will be allowed in the event the Contractor's work is delayed pending Railway approval, and/or the State Regulatory Authority's approval.
F. In the case of impaired vertical clearance above top of rail, Railway will have the option of installing tell-tales or other protective devices Railway deems necessary for protection of Railway operations. The cost of tell-tales or protective devices will be borne by the Agency.
G. The details of construction affecting the Railway's Property and tracks not included in the contract plans must be submitted to the Railway by (Agency) for approval before work is undertaken and this work must not be undertaken until approved by the Railway.
H. At other than public road crossings, the Contractor must not move any equipment or materials across Railway's tracks until permission has been obtained from the Railway.
The Contractor must obtain a "Temporary Construction Crossing Agreement" from the Railway prior to moving his equipment or materials across the Railways tracks. The temporary crossing must be gated and locked at all times when not required for use by the Contractor. The temporary crossing for use of the Contractor will be constructed and, at the completion of the project, removed at the expense of the Contractor.
I. Discharge, release or spill on the Railway Property of any hazardous substances, oil, petroleum, constituents, pollutants, contaminants, or any hazardous waste is prohibited and Contractor must immediately notify the Railway's Resource Operations Center at 1(800) 832-5452, of any discharge, release or spills in excess of a reportable quantity.
Contractor must not allow Railway Property to become a treatment, storage or transfer facility as those terms are defined in the Resource Conservation and Recovery Act or any state analogue.
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J. The Contractor upon completion of the work covered by this contract, must promptly remove from the Railway's Property all of Contractor's tools, equipment, implements and other materials, whether brought upon said property by said Contractor or any Subcontractor, employee or agent of Contractor or of any Subcontractor, and must cause Railway's Property to be left in a condition acceptable to the Railway's representative.
4) Contractor Roadway Worker on Track Safety Program and Safety Action Plan
A. Each Contractor that will perform work within 25 feet of the centerline of a track must develop and implement a Roadway Worker Protection/On Track Safety Program and work with Railway Project Representative to develop an on track safety strategy as described in the guidelines listed in the on track safety portion of the Safety Orientation.
This Program must provide Roadway Worker protection/on track training for all employees of the Contractor, its subcontractors, agents or invitees. This training is reinforced at the job site through job safety briefings. Additionally, each Contractor must develop and implement the Safety Action Plan, as provided for on the web site www.BNSFContractor.com, which will be made available to Railway prior to commencement of any work on Railway Property. During the performance of work, the Contractor must audit its work activities. The Contractor must designate an on-site Project Supervisor who will serve as the contact person for the Railway and who will maintain a copy of the Safety Action Plan, safety audits, and Material Safety Datasheets (MSDS), at the job site.
B. Contractor shall have a background investigation performed on all of its employees, subcontractors and agents who will be performing any services for Railroad under this Agreement which are determined by Railroad in its sole discretion a) to be on Railroad’s property, or b) that require access to Railroad Critical Infrastructure, Railroad Critical Information Systems, Railroad’s Employees, Hazardous Materials on Railroad’s property or is being transported by or otherwise in the custody of Railroad, or Freight in Transit involving Railroad.
i) The required background screening shall at a minimum meet the rail industry background screening criteria defined by the e-RAILSAFE Program as outlined at www.eVerifile.com, in addition to any other applicable regulatory requirements.
ii) Contractor shall obtain written consent from all its employees, subcontractors or agents screened in compliance with the e-RAILSAFE Program to participate in the Program on their behalf and to release completed background information to Railroad’s designee. Contractor shall be subject to periodic audit to ensure compliance.
iii) Contractor subject to the e-RAILSAFE Program hereunder shall not permit any of its employees, subcontractors or agents to perform services hereunder who are not first
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approved under e-RAILSAFE Program standards. Railroad shall have the right to deny entry onto its premises or access as described in this section above to any of Contractor's employees, subcontractors or agents who do not display the authorized identification badge issued by a background screening service meeting the standards set forth in the e-RAILSAFE Program, or who in Railroad's opinion, which may not be unreasonable, may pose a threat to the safety or security of Railroad's operations, assets or personnel.
iv) Contractors shall be responsible for ensuring that its employees, subcontractors and agents are United States citizens or legally working in the United States under a lawful and appropriate work VISA or other work authorization.
5) Railway Flagger Services
A. The Contractor must give Railway’s Roadmaster a minimum of thirty (30) calendar days advance notice when flagging services will be required so that the Roadmaster can make appropriate arrangements (i.e., bulletin the flagger’s position). If flagging services are scheduled in advance by the Contractor and it is subsequently determined by the parties hereto that such services are no longer necessary, the Contractor must give the Roadmaster five (5) working days advance notice so that appropriate arrangements can be made to abolish the position pursuant to union requirements.
B. Unless determined otherwise by Railway’s Project Representative, Railway flagger will be required and furnished when Contractor’s work activities are located over, under and/or within twenty-five (25) feet measured horizontally from centerline of the nearest track and when cranes or similar equipment positioned beyond 25-feet from the track centerline could foul the track in the event of tip over or other catastrophic occurrence, but not limited thereto for the following conditions:
i) When, upon inspection by Railway’s Representative, other conditions warrant.
ii) When any excavation is performed below the bottom of tie elevation, if, in the opinion of Railway's representative, track or other Railway facilities may be subject to movement or settlement.
iii) When work in any way interferes with the safe operation of trains at timetable speeds.
iv) When any hazard is presented to Railway track, communications, signal, electrical, or other facilities either due to persons, material, equipment or blasting in the vicinity.
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v) Special permission must be obtained from the Railway before moving heavy or cumbersome objects or equipment which might result in making the track impassable.
C. Flagging services will be performed by qualified Railway flaggers.
i) Flagging crew generally consists of one employee. However, additional personnel may be required to protect Railway Property and operations, if deemed necessary by the Railways Representative.
ii) Each time a flagger is called, the minimum period for billing will be the eight (8) hour basic day.
iii) The cost of flagger services provided by the Railway will be borne by (Agency). The estimated cost for one (1) flagger is approximately between $1,200.00-$2,000.00 for an eight (8) hour basic day with time and one-half or double time for overtime, rest days and holidays. The estimated cost for each flagger includes vacation allowance, paid holidays, Railway and unemployment insurance, public liability and property damage insurance, health and welfare benefits, vehicle, transportation, meals, lodging, radio, equipment, supervision and other costs incidental to performing flagging services. Negotiations for Railway labor or collective bargaining agreements and rate changes authorized by appropriate Federal authorities may increase actual or estimated flagging rates. THE FLAGGING RATE IN EFFECT AT THE TIME OF
PERFORMANCE BY THE CONTRACTOR HEREUNDER WILL BE USED TO
CALCULATE THE ACTUAL COSTS OF FLAGGING PURSUANT TO THIS PARAGRAPH.
The cost of inspector coordinator services provided by the railway will be borne by Contractor. The estimated cost for inspector coordinator services is approximately $1,200 per day. The contractor shall reimburse the railroad for actual costs of inspection services.
iv) The average train traffic on this route is ______ freight trains per 24-hour period at a timetable speed ______ MPH and ______ passenger trains at a timetable speed of ______ MPH.
6) Contractor General Safety Requirements
A. Work in the proximity of railway track(s) is potentially hazardous where movement of trains and equipment can occur at any time and in any direction. All work performed by contractors within 25 feet of any track must be in compliance with FRA Roadway Worker Protection Regulations.
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B. Before beginning any task on Railway Property, a thorough job safety briefing must be conducted with all personnel involved with the task and repeated when the personnel or task changes. If the task is within 25 feet of any track, the job briefing must include the Railway's flagger, as applicable, and include the procedures the Contractor will use to protect its employees, subcontractors, agents or invitees from moving any equipment adjacent to or across any Railway track(s).
C. Workers must not work within 25 feet of the centerline of any track without an on track safety strategy approved by the Railway’s Project Representative. When authority is provided, every contractor employee must know: (1) who the Railway flagger is, and how to contact the flagger, (2) limits of the authority, (3) the method of communication to stop and resume work, and (4) location of the designated places of safety. Persons or equipment entering flag/work limits that were not previously job briefed, must notify the flagger immediately, and be given a job briefing when working within 25 feet of the center line of track.
D. When Contractor employees are required to work on the Railway Property after normal working hours or on weekends, the Railway's representative in charge of the project must be notified. A minimum of two employees must be present at all times.
E. Any employees, agents or invitees of Contractor or its subcontractors under suspicion of being under the influence of drugs or alcohol, or in the possession of same, will be removed from the Railway's Property and subsequently released to the custody of a representative of Contractor management. Future access to the Railway's Property by that employee will be denied.
F. Any damage to Railway Property, or any hazard noticed on passing trains must be reported immediately to the Railway's representative in charge of the project. Any vehicle or machine which may come in contact with track, signal equipment, or structure (bridge) and could result in a train derailment must be reported immediately to the Railway representative in charge of the project and to the Railway's Resource Operations Center at 1(800) 832-5452. Local emergency numbers are to be obtained from the Railway representative in charge of the project prior to the start of any work and must be posted at the job site.
G. For safety reasons, all persons are prohibited from having pocket knives, firearms or other deadly weapons in their possession while working on Railway's Property.
H. All personnel protective equipment (PPE) used on Railway Property must meet applicable OSHA and ANSI specifications. Current Railway personnel protective equipment requirements are listed on the web site, www.BNSFContractor.com, however, a partial list of the requirements include: a) safety glasses with permanently affixed side shields (no yellow lenses); b) hard hats; c) safety shoe with: hardened toes,
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above-the-ankle lace-up and a defined heel; and d) high visibility retro-reflective work wear. The Railway’s representative in charge of the project is to be contacted regarding local specifications for meeting requirements relating to hi-visibility work wear. Hearing protection, fall protection, gloves, and respirators must be worn as required by State and Federal regulations. (NOTE – Should there be a discrepancy between the information contained on the web site and the information in this paragraph, the web site will govern.)
I. THE CONTRACTOR MUST NOT PILE OR STORE ANY MATERIALS, MACHINERY OR EQUIPMENT CLOSER THAN 25'-0" TO THE CENTER LINE OF THE NEAREST RAILWAY TRACK. MATERIALS, MACHINERY OR EQUIPMENT MUST NOT BE STORED OR LEFT WITHIN 250 FEET OF ANY HIGHWAY/RAIL AT-GRADE
CROSSINGS OR TEMPORARY CONSTRUCTION CROSSING, WHERE STORAGE OF
THE SAME WILL OBSTRUCT THE VIEW OF A TRAIN APPROACHING THE CROSSING. PRIOR TO BEGINNING WORK, THE CONTRACTOR MUST ESTABLISH A STORAGE AREA WITH CONCURRENCE OF THE RAILWAY'S REPRESENTATIVE.
J. Machines or vehicles must not be left unattended with the engine running. Parked machines or equipment must be in gear with brakes set and if equipped with blade, pan or bucket, they must be lowered to the ground. All machinery and equipment left unattended on Railway's Property must be left inoperable and secured against movement. (See internet Engineering Contractor Safety Orientation program for more detailed specifications)
K. Workers must not create and leave any conditions at the work site that would interfere with water drainage. Any work performed over water must meet all Federal, State and Local regulations.
L. All power line wires must be considered dangerous and of high voltage unless informed to the contrary by proper authority. For all power lines the minimum clearance between the lines and any part of the equipment or load must be; 200 KV or below - 15 feet; 200 to 350 KV - 20 feet; 350 to 500 KV - 25 feet; 500 to 750 KV - 35 feet; and 750 to 1000 KV - 45 feet. If capacity of the line is not known, a minimum clearance of 45 feet must be maintained. A person must be designated to observe clearance of the equipment and give a timely warning for all operations where it is difficult for an operator to maintain the desired clearance by visual means.
7) Excavation
A. Before excavating, the Contractor must determine whether any underground pipe lines, electric wires, or cables, including fiber optic cable systems are present and located within the Project work area. The Contractor must determine whether excavation on Railway’s Property could cause damage to buried cables resulting in delay to Railway
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traffic and disruption of service to users. Delays and disruptions to service may cause business interruptions involving loss of revenue and profits. Before commencing excavation, the Contractor must contact BNSF’s Field Engineering Representative. All underground and overhead wires will be considered HIGH VOLTAGE and dangerous until verified with the company having ownership of the line. It is the Contractor's responsibility to notify any other companies that have underground utilities in the area and arrange for the location of all underground utilities before excavating.
B. The Contractor must cease all work and notify the Railway immediately before continuing excavation in the area if obstructions are encountered which do not appear on drawings.
If the obstruction is a utility and the owner of the utility can be identified, then the Contractor must also notify the owner immediately. If there is any doubt about the location of underground cables or lines of any kind, no work must be performed until the exact location has been determined. There will be no exceptions to these instructions.
C. All excavations must be conducted in compliance with applicable OSHA regulations and, regardless of depth, must be shored where there is any danger to tracks, structures or personnel.
D. Any excavations, holes or trenches on the Railway's Property must be covered, guarded and/or protected when not being worked on. When leaving work site areas at night and over weekends, the areas must be secured and left in a condition that will ensure that Railway employees and other personnel who may be working or passing through the area are protected from all hazards. All excavations must be back filled as soon as possible.
8) Hazardous Waste, Substances and Material Reporting:
A. If Contractor discovers any hazardous waste, hazardous substance, petroleum or other deleterious material, including but not limited to any non-containerized commodity or material, on or adjacent to Railway's Property, in or near any surface water, swamp, wetlands or waterways, while performing any work under this Agreement, Contractor must immediately: (a) notify the Railway's Resource Operations Center at 1(800) 832-5452, of such discovery: (b) take safeguards necessary to protect its employees, subcontractors, agents and/or third parties: and (c) exercise due care with respect to the release, including the taking of any appropriate measure to minimize the impact of such release.
9) Personal Injury Reporting
A. The Railway is required to report certain injuries as a part of compliance with Federal Railroad Administration (FRA) reporting requirements. Any personal injury sustained by an employee of the Contractor, subcontractor or Contractor's invitees while on the
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Railway's Property must be reported immediately (by phone mail if unable to contact in person) to the Railway's representative in charge of the project. The Non-Employee Personal Injury Data Collection Form contained herein is to be completed and sent by Fax to the Railway at 1(817) 352-7595 and to the Railway’s Project Representative no later than the close of shift on the date of the injury.
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NON-EMPLOYEE PERSONAL INJURY DATA COLLECTION
(If injuries are in connection with rail equipment accident/incident, highway rail grade crossing accident or automobile accident, ensure that appropriate information is obtained, forms completed and that data entry personnel are aware that injuries relate to that specific event.)
Injured Person Type:
Passenger on train (C) Non-employee (N)
(i.e., emp of another railroad, or, non-BNSF emp
involved in vehicle accident, including company
vehicles)
Contractor/safety
sensitive (F) Contractor/non-safety sensitive (G)
Volunteer/safety
sensitive (H) Volunteer/other non-safety sensitive (I) Non-trespasser (D) - to include highway users involved in highway rail grade crossing accidents who did not go around or through gates Trespasser (E) - to include highway users involved in highway rail grade crossing accidents who went around or through gates
Non-trespasser (J) - Off railroad property
If train involved, Train ID:
________________________________
Transmit attached information to Accident/Incident Reporting Center by:
Fax 1-817-352-7595 or by Phone 1-800-697-6736 or email to: Accident- [email protected]
Officer Providing Information:
(Name) (Employee No.) (Phone #)
REPORT PREPARED TO COMPLY WITH FEDERAL ACCIDENT REPORTING REQUIREMENTS AND PROTECTED FROM DISCLOSURE PURSUANT TO 49 U.S.C. 20903 AND 83 U.S.C. 490
Contract Number: BF-20253718
{Client Files <Off-line>/01124/2/AG/2240029.DOCX}
NON-EMPLOYEE PERSONAL INJURY DATA COLLECTION
Please complete this form and provide to the BNSF supervisor, who will input this information into the EHS Star system. For questions, call (817) 352-1267 or email [email protected].
Accident City/State: Date: Time:
County: Temperature: Weather:
(if non-BNSF location)
Name (Last/First/MI):
Age: Gender (if available):
Company:
eRailsafe Badge Number: Expiration Date:
BNSF Contractor Badge Number: Expiration Date:
Injury: _ Body Part:
(e.g., laceration) (e.g., hand)
Description of accident (including how accident occurred, potential cause, etc.):
Work activity in progress at time of accident:
Tools, machinery, or hazardous materials involved in accident:
Treatment:
First Aid Only
Required Medical Treatment
Other Medical Treatment:
Dr. Name: Date:
Dr. Street Address: City: State: Zip:
Hospital Name:
Hospital Street Address: City: State: Zip:
Diagnosis:
THIS REPORT IS PART OF BNSF’S ACCIDENT REPORT PURSUANT TO THE ACCIDENT REPORTS STATUTE AND, AS SUCH SHALL NOT “BE
ADMITTED AS EVIDENCE OR USED FOR ANY PURPOSE IN ANY SUIT OR ACTION FOR DAMAGES GROWING OUT OF ANY MATTER MENTIONED IN SAID REPORT….” 49 U.S.C. § 20903. See 49 C.F.R. § 225.7(b).
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EXHIBIT "C-1"
Agreement Between
BNSF RAILWAY COMPANY
and the
CONTRACTOR
Railway File: ______________________________________
Agency Project: ______________________________________
Account Name, a/an State or Country of Formation Type of Organization (hereinafter called “Contractor”), has entered into an agreement (hereinafter called “Agreement”) dated ______________, 20__, with AGENCY for the performance of certain work in connection with the following project:___________________. Performance of such work will necessarily require Contractor to enter BNSF RAILWAY COMPANY (hereinafter called "Railway") right of way and property (hereinafter called "Railway Property"). The Agreement provides that no work will be commenced within Railway Property until the Contractor employed in connection with said work for National City (i) executes and delivers to Railway an Agreement in the form hereof, and (ii) provides insurance of the coverage and limits specified in such Agreement and Section 3 herein. If this Agreement is executed by a party who is not the Owner, General Partner, President or Vice President of Contractor, Contractor must furnish evidence to Railway certifying that the signatory is empowered to execute this Agreement on behalf of Contractor.
Accordingly, in consideration of Railway granting permission to Contractor to enter upon Railway Property and as an inducement for such entry, Contractor, effective on the date of the Agreement, has agreed and does hereby agree with Railway as follows:
1) RELEASE OF LIABILITY AND INDEMNITY
A. Contractor hereby waives, releases, indemnifies, defends and holds harmless Railway for all judgments, awards, claims, demands, and expenses (including attorneys' fees), for injury or death to all persons, including Railway's and Contractor's officers and employees, and for loss and damage to property belonging to any person, arising in any manner from Contractor's or any of
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Contractor's subcontractors' acts or omissions or any work performed on or about Railway’s property or right-of-way. THE LIABILITY ASSUMED BY
CONTRACTOR WILL NOT BE AFFECTED BY THE FACT, IF IT IS A FACT,
THAT THE DESTRUCTION, DAMAGE, DEATH, OR INJURY WAS
OCCASIONED BY OR CONTRIBUTED TO BY THE NEGLIGENCE OF
RAILWAY, ITS AGENTS, SERVANTS, EMPLOYEES OR OTHERWISE,
EXCEPT TO THE EXTENT THAT SUCH CLAIMS ARE PROXIMATELY
CAUSED BY THE WILLFUL MISCONDUCT OR SOLE NEGLIGENCE OF
RAILWAY
B. THE INDEMNIFICATION OBLIGATION ASSUMED BY CONTRACTOR
INCLUDES ANY CLAIMS, SUITS OR JUDGMENTS BROUGHT AGAINST
RAILWAY UNDER THE FEDERAL EMPLOYEE'S LIABILITY ACT,
INCLUDING CLAIMS FOR STRICT LIABILITY UNDER THE SAFETY
APPLIANCE ACT OR THE LOCOMOTIVE INSPECTION ACT, WHENEVER SO CLAIMED.
C. Contractor further agrees, at its expense, in the name and on behalf of Railway, that it will adjust and settle all claims made against Railway, and will, at Railway's discretion, appear and defend any suits or actions of law or in equity brought against Railway on any claim or cause of action arising or growing out of or in any manner connected with any liability assumed by Contractor under this Agreement for which Railway is liable or is alleged to be liable. Railway will give notice to Contractor, in writing, of the receipt or dependency of such claims and thereupon Contractor must proceed to adjust and handle to a conclusion such claims, and in the event of a suit being brought against Railway, Railway may forward summons and complaint or other process in connection therewith to Contractor, and Contractor, at Railway's discretion, must defend, adjust, or settle such suits and protect, indemnify, and save harmless Railway from and against all damages, judgments, decrees, attorney's fees, costs, and expenses growing out of or resulting from or incident to any such claims or suits.
D. In addition to any other provision of this Agreement, in the event that all or any portion of this Article shall be deemed to be inapplicable for any reason, including without limitation as a result of a decision of an applicable court, legislative enactment or regulatory order, the parties agree that this Article shall be interpreted as requiring Contractor to indemnify Railway to the fullest extent permitted by applicable law. THROUGH THIS AGREEMENT THE PARTIES
EXPRESSLY INTEND FOR CONTRACTOR TO INDEMNIFY RAILWAY FOR RAILWAY’S ACTS OF NEGLIGENCE.
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E. It is mutually understood and agreed that the assumption of liabilities and indemnification provided for in this Agreement survive any termination of this Agreement.
2) TERM
A. This Agreement is effective from the date of the Agreement until (i) the completion of the project set forth herein, and (ii) full and complete payment to Railway of any and all sums or other amounts owing and due hereunder.
3) INSURANCE
Contractor shall, at its sole cost and expense, procure and maintain during the life of this Agreement the following insurance coverage:
A. Commercial General Liability “CGL” Insurance
i) The policy will provide a minimum of $2,000,000 each occurrence and an aggregate limit of at least $6,000,000 but in no event less than the amount otherwise carried by the provider. Coverage must be purchased on a post 2004 ISO occurrence form or equivalent and include coverage for, but not limited to, the following:
(1) Bodily Injury and Property Damage
(2) Personal Injury and Advertising Injury
(3) Fire legal liability
(4) Products and completed operations
ii) This policy shall also contain the following endorsements or language, which shall be indicated on the certificate of insurance:
(1) definition of “Insured Contract” will be amended to remove any exclusion or other limitation for any work being done within 50 feet of RAILWAY’s
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property.
(2) Waiver of subrogation in favor of and acceptable to RAILWAY; and
(3) Additional insured endorsement in favor of and acceptable to RAILWAY and include coverage for ongoing operations and completed operations; and
(4) Separation of insureds; and
(5) The policy will be primary and non-contributing with respect to any insurance carried by RAILWAY.
iii) It is agreed that the workers’ compensation and employers’ liability related exclusions in the Commercial General Liability insurance policy(s) required herein are intended to apply to employees of the policy holder and shall not apply to Railway employees.
iv) No other endorsements limiting coverage as respects obligations under this Agreement may be included on the policy with regard to the work being performed under this agreement.
B. Business Automobile Insurance
i) The insurance will provide minimum coverage with a combined single limit of at least $1,000,000 per accident, and include coverage for, but not limited to the following:
(1) Bodily injury and property damage
(2) Any and all vehicles owned, used or hired
ii) The policy will include the following endorsements or language, which will be
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indicated on or attached to the certificate of insurance:
(1) Waiver of subrogation in favor of and acceptable to RAILWAY;
(2) Additional insured endorsement in favor of and acceptable to RAILWAY;
(3) Separation of insureds;
(4) The policy shall be primary and non-contributing with respect to any insurance carried by RAILWAY.
C. Workers Compensation and Employers Liability Insurance
i) Workers Compensation and Employers Liability insurance including coverage for, but not limited to:
(1) Contractor’s statutory liability under the worker’s compensation laws of the state(s) in which the work is to be performed. If optional under State law, the insurance must cover all employees anyway.
(2) Employers’ Liability (Part B) with limits of at least $500,000 each accident, $500,000 by disease policy limit, $500,000 by disease each employee.
ii) This policy shall also contain the following endorsements or language, which shall be indicated on the certificate of insurance:
(1) Waiver of subrogation in favor of and acceptable to Railway.
D. Railroad Protective Liability insurance
i) Railroad Protective Liability insurance naming only the Railway as the Insured with coverage of at least $2,000,000 per occurrence and $6,000,000 in the aggregate. The policy Must be issued on a standard ISO form CG 00 35 12 04 and include the following:
(1) Endorsed to include the Pollution Exclusion Amendment
(2) Endorsed to include the Limited Seepage and Pollution Endorsement.
(3) Endorsed to remove any exclusion for punitive damages.
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(4) No other endorsements restricting coverage may be added.
(5) The original policy must be provided to the Railway prior to performing any work or services under this Agreement.
(6) Definition of “Physical Damage to Property” shall be endorsed to read:
“means direct and accidental loss of or damage to all property owned by any named insured and all property in any named insured’ care, custody, and control arising out of the acts or omissions of the contractor named on the Declarations.
In lieu of providing a Railroad Protective Liability Policy, Licensee may participate (if available) in Railway’s Blanket Railroad Protective Liability Insurance Policy.
E. Other Requirements:
i) Where allowable by law, all policies (applying to coverage listed above) shall contain no exclusion for punitive damages.
ii) Contractor agrees to waive its right of recovery against Railway for all claims and suits against Railway. In addition, its insurers, through the terms of the policy or policy endorsement, waive their right of subrogation against Railway for all claims and suits. Contractor further waives its right of recovery, and its insurers also waive their right of subrogation against Railway for loss of its owned or leased property or property under Contractor’s care, custody or control.
iii) Allocated Loss Expense shall be in addition to all policy limits for coverages referenced above.
iv) Contractor is not allowed to self-insure without the prior written consent of Railway. If granted by Railway, any self-insured retention or other financial responsibility for claims shall be covered directly by Contractor in lieu of insurance. Any and all Railway liabilities that would otherwise, in accordance with the provisions of this Agreement, be covered by Contractor’s insurance will be covered as if Contractor elected not to include a deductible, self- insured retention or other financial responsibility for claims.
v) Prior to commencing services, Contractor shall furnish to Railway an acceptable certificate(s) of insurance from an authorized representative
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evidencing the required coverage(s), endorsements, and amendments. The certificate should be directed to the following address:
BNSF Railway Company
c/o CertFocus
P.O. Box 140528
Kansas City, MO 64114
Toll Free: 877-576-2378
Fax number: 817-840-7487
Email: [email protected]
www.certfocus.com
vi) Contractor shall notify Railway in writing at least 30 days prior to any cancellation, non-renewal, substitution or material alteration.
vii) Any insurance policy shall be written by a reputable insurance company acceptable to Railway or with a current Best’s Guide Rating of A- and Class VII or better, and authorized to do business in the state(s) in which the service is to be provided.
viii)If coverage is purchased on a “claims made” basis, Contractor hereby agrees to maintain coverage in force for a minimum of three years after expiration, cancellation or termination of this Agreement. Annually Contractor agrees to provide evidence of such coverage as required hereunder.
ix) Contractor represents that this Agreement has been thoroughly reviewed by Contractor’s insurance agent(s)/broker(s), who have been instructed by Contractor to procure the insurance coverage required by this Agreement.
x) Not more frequently than once every five years, Railway may reasonably modify the required insurance coverage to reflect then-current risk management practices in the railroad industry and underwriting practices in the insurance industry.
xi) If any portion of the operation is to be subcontracted by Contractor, Contractor shall require that the subcontractor shall provide and maintain insurance coverage(s) as set forth herein, naming Railway as an additional insured, and shall require that the subcontractor shall release, defend and indemnify Railway to the same extent and under the same terms and
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conditions as Contractor is required to release, defend and indemnify Railway herein.
xii) Failure to provide evidence as required by this section shall entitle, but not require, Railway to terminate this Agreement immediately. Acceptance of a certificate that does not comply with this section shall not operate as a waiver of Contractor's obligations hereunder.
xiii)The fact that insurance (including, without limitation, self-insurance) is obtained by Contractor shall not be deemed to release or diminish the liability of Contractor including, without limitation, liability under the indemnity provisions of this Agreement. Damages recoverable by Railway shall not be limited by the amount of the required insurance coverage.
xiv) In the event of a claim or lawsuit involving Railway arising out of this agreement, Contractor will make available any required policy covering such claim or lawsuit.
xv) These insurance provisions are intended to be a separate and distinct obligation on the part of the Contractor. Therefore, these provisions shall be enforceable and Contractor shall be bound thereby regardless of whether or not indemnity provisions are determined to be enforceable in the jurisdiction in which the work covered hereunder is performed.
xvi) For purposes of this section, Railway shall mean “Burlington Northern Santa Fe LLC”, “BNSF Railway Company” and the subsidiaries, successors, assigns and affiliates of each.
4) SALES AND OTHER TAXES
A. In the event applicable sales taxes of a state or political subdivision of a state of the United States are levied or assessed in connection with and directly related to any amounts invoiced by Contractor to Railway (“Sales Taxes”), Railway shall be responsible for paying only the Sales Taxes that Contractor separately states on the invoice or other billing documents provided to Railway; provided, however, that (i) nothing herein shall preclude Railway from claiming whatever Sales Tax exemptions are applicable to amounts Contractor bills Railway, (ii) Contractor shall be responsible for all sales, use, excise, consumption, services and other taxes which may accrue on all services, materials, equipment, supplies or fixtures that Contractor and its subcontractors use or consume in the
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performance of this Agreement, (iii) Contractor shall be responsible for Sales Taxes (together with any penalties, fines or interest thereon) that Contractor fails to separately state on the invoice or other billing documents provided to Railway or fails to collect at the time of payment by Railway of invoiced amounts (except where Railway claims a Sales Tax exemption), and (iv) Contractor shall be responsible for Sales Taxes (together with any penalties, fines or interest thereon) if Contractor fails to issue separate invoices for each state in which Contractor delivers goods, provides services or, if applicable, transfers intangible rights to Railway.
B. Upon request, Contractor shall provide Railway satisfactory evidence that all taxes (together with any penalties, fines or interest thereon) that Contractor is responsible to pay under this Agreement have been paid. If a written claim is made against Contractor for Sales Taxes with respect to which Railway may be liable for under this Agreement, Contractor shall promptly notify Railway of such claim and provide Railway copies of all correspondence received from the taxing authority. Railway shall have the right to contest, protest, or claim a refund, in Railway’s own name, any Sales Taxes paid by Railway to Contractor or for which Railway might otherwise be responsible for under this Agreement; provided, however, that if Railway is not permitted by law to contest any such Sales Tax in its own name, Contractor shall, if requested by Railway at Railway’s sole cost and expense, contest in Contractor’s own name the validity, applicability or amount of such Sales Tax and allow Railway to control and conduct such contest.
C. Railway retains the right to withhold from payments made under this Agreement amounts required to be withheld under tax laws of any jurisdiction. If Contractor is claiming a withholding exemption or a reduction in the withholding rate of any jurisdiction on any payments under this Agreement, before any payments are made (and in each succeeding period or year as required by law), Contractor agrees to furnish to Railway a properly completed exemption form prescribed by such jurisdiction. Contractor shall be responsible for any taxes, interest or penalties assessed against Railway with respect to withholding taxes that Railway does not withhold from payments to Contractor.
5) EXHIBIT “C” CONTRACTOR REQUIREMENTS
A. The Contractor must observe and comply with all provisions, obligations, requirements and limitations contained in the Agreement, and the Contractor Requirements set forth on Exhibit “C” attached to the Agreement and this Agreement, including, but not be limited to, payment of all costs incurred for any
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damages to Railway roadbed, tracks, and/or appurtenances thereto, resulting from use, occupancy, or presence of its employees, representatives, or agents or subcontractors on or about the construction site. Contractor shall execute a Temporary Construction Crossing Agreement or Private Crossing Agreement (http://www.bnsf.com/communities/faqs/permits-real-estate/), for any temporary crossing requested to aid in the construction of this Project, if approved by BNSF.
6) TRAIN DELAY
A. Contractor is responsible for and hereby indemnifies and holds harmless Railway (including its affiliated railway companies, and its tenants) for, from and against all damages arising from any unscheduled delay to a freight or passenger train which affects Railway's ability to fully utilize its equipment and to meet customer service and contract obligations. Contractor will be billed, as further provided below, for the economic losses arising from loss of use of equipment, contractual loss of incentive pay and bonuses and contractual penalties resulting from train delays, whether caused by Contractor, or subcontractors, or by the Railway performing work under this Agreement. Railway agrees that it will not perform any act to unnecessarily cause train delay.
B. For loss of use of equipment, Contractor will be billed the current freight train hour rate per train as determined from Railway's records. Any disruption to train traffic may cause delays to multiple trains at the same time for the same period.
C. Additionally, the parties acknowledge that passenger, U.S. mail trains and certain other grain, intermodal, coal and freight trains operate under incentive/penalty contracts between Railway and its customer(s). Under these arrangements, if Railway does not meet its contract service commitments, Railway may suffer loss of performance or incentive pay and/or be subject to penalty payments.
Contractor is responsible for any train performance and incentive penalties or other contractual economic losses actually incurred by Railway which are attributable to a train delay caused by Contractor or its subcontractors.
D. The contractual relationship between Railway and its customers is proprietary and confidential. In the event of a train delay covered by this Agreement, Railway will share information relevant to any train delay to the extent consistent with Railway confidentiality obligations. The rate then in effect at the time of performance by the Contractor hereunder will be used to calculate the actual costs of train delay pursuant to this agreement.
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E. Contractor and its subcontractors must give Railway’s representative Four (4) weeks advance notice of the times and dates for proposed work windows.
Railway and Contractor will establish mutually agreeable work windows for the project. Railway has the right at any time to revise or change the work windows due to train operations or service obligations. Railway will not be responsible for any additional costs or expenses resulting from a change in work windows.
Additional costs or expenses resulting from a change in work windows shall be accounted for in Contractor’s expenses for the project.
F. Contractor and subcontractors must plan, schedule, coordinate and conduct all Contractor's work so as to not cause any delays to any trains.
SIGNATURE PAGE FOLLOWS
Contract Number: BF-20253718
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IN WITNESS WHEREOF, each of the parties hereto has caused this Agreement to be executed by its duly authorized officer the day and year first above written.
BNSF RAILWAY COMPANY Account Name
Signature: Signature:
Printed Name: Printed Name:
Title: __________________ Title:
Date: Date:
Accepted and effective this _____________________.
Contact Person:
Address:
City:
State: Zip:
Fax:
Phone:
E-mail:
Contract Number: BF-20253718
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EXHIBIT D
[Insert Cost Estimate(s) for Railroad Work here]
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CONSTRUCTION AND MAINTENANCE AGREEMENT FOR THE BAYSHORE BIKEWAY PROJECT
THIS IS A CONSTRUCTION AND MAINTENANCE AGREEMENT ('' CMA'") is made and entered into this ______day in the month of ________ in the year of 2023 by and between the SAN DIEGO METROPOLITAN TRANSIT SYSTEM ('"MTS''), a California public agency, the San Diego and the City of National City (“CITY”), a California Charter City duly formed under the laws of the State of California, collectively as the ("Parties").
RECITALS
WHEREAS, the City and Unified San Diego Port District recently approved and certified an Environmental Impact Report for the redevelopment of the National City bayfront known as the “Balanced Plan;” and
WHEREAS, a key component of the Balanced Plan is the development of the “Bayshore Bikeway” which links South San Diego Bay to the North Bay and travels near the shoreline of the Bay (“Project”); and
WHEREAS, the Project provides the means for local residents to use alternative transportation to commute to their workplaces and provides a regional and state recreational asset to those who visit the San Diego waterfront; and WHEREAS, to facilitate the development of the Bayshore Bikeway the Parties agree that the CITY will construct, maintain, and operate the Project and CITY will reimburse MTS for all MTS staff expenses, consultant expenses, and other reasonable direct expenses accrued in reviewing approving, and constructing the Project and in preparing this CMA and any other agreements relating to the Project, including but not limited to a license for the Project and a Right of Entry Permit that allows the CITYs contractor to enter into the ROW to construct the Project, the Parties will collectively work together to estimate these expenses on a not to exceed annual basis;
NOW, THEREFORE, IT IS AGREED:
l. License. MTS agrees to grant to CITY a license upon certain portions of the ROW in the City of San Diego, County of San Diego, depicted in Exhibit "B" solely for the purpose of constructing, maintaining and operating the Project, in strict accordance with the provisions of this CMA. This license will be granted subject to the prior, continuing, and future rights and obligations of MTS (including its licensees, successors and assigns) to use the ROW for MTS purposes and other consistent uses, including, but not limited to, existing and future transportation activities, utilities, communication systems, pipeline facilities and appurtenances in, upon, over, across and along the ROW, and there is expressly reserved unto MTS, and its respective successors and assigns, the right (consistent with the rights herein granted) to construct, reconstruct, maintain, operate, and use any and all existing and future facilities and appurtenances related to the above-referenced uses.
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2. Use. If CITY shall use the ROW for any purpose other than as stated in Section 1 above, or fail to act in accordance with the provisions of this CMA or act in a manner which interferes with the use of the ROW by MTS (including its licensees, successors and assigns), then MTS (or its successors and assigns) shall provide CITY with a timely written notice of any claim of default, meet and confer with CITY regarding the claim of default, and allow CITY a reasonable opportunity to cure the default so long as CITY proceeds expeditiously to cure the default. If CITY fails to cure the default in a timely manner, MTS may exercise its remedies at law or equity against CITY. It is expressly understood and agreed by MTS that CITY shall use the ROW without interference or damage to any MTS facilities existing or constructed during the term of this CMA over, under, along and across the ROW. CITY hereby agrees to the fullest extent of the law, that it will indemnify and save harmless MTS from and against any and all liability for any such interference or damage by the CITY or its contractors or agents as more expressly set forth below in Paragraph 8.
3. Limitations.
(a) Limitations on Use.
(i) CITY shall comply with all applicable terms, conditions, directive and requirements of MTS's policies regarding rights-of-way and other MTS ordinances, rules and regulations. CITY shall comply with all applicable laws and regulations of the federal, state, county, local governments and all administrative agencies thereof which may have jurisdiction over CITY's construction, maintenance and operation of the Project.
(ii) No use, construction, or maintenance by CITY or on CITY's behalf of the Project will interfere with any type of MTS operations on the ROW.
(iii) CITY shall not leave any personal property or equipment on the ROW unattended at any time after the completion of the Project that would cause a safety hazard or violate a Public Utilities Commission regulation.
(b) Limitations on License. The license and permission to be granted are without warranty of title of any kind, expressed or implied and are subject to and subordinate to all prior licenses, leases, easements, restrictions, reservations, conditions, covenants, encumbrances, rights-of-way, liens and claims of title which may in any manner encumber the ROW.
4. Maintenance of Project. CITY shall maintain at its expense the Project and appurtenances constructed pursuant to the terms of this CMA and which are over, under, along and across the ROW. In performing its maintenance obligations in accordance with this Paragraph 4, the CITY and/or its contractors, agents and assigns shall comply with MTS's rules and regulations concerning use of and work within the ROW, and the instructions of MTS’
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representatives in relation to the proper manner of protecting MTS’ tracks and traffic moving thereon, pole lines, signals, and other property of MTS, or its tenants or licensees, at or in the vicinity of any maintenance work, and shall perform such work at such times as shall not endanger or interfere with safe and timely operation of MTS's track and other facilities.
5. Right of Entry Permit. The exercise of any and all rights provided by this CMA is subject to the requirement that the CITY's contractors and agents first obtain a Right of Entry Permit (''ROE Permit'") from MTS prior to entry onto the ROW for the construction or maintenance of the Project. The ROE Permit requires that the CITY' s contractors and agents procure and maintain in force at all times during the construction contract, the insurance described in this CMA. MTS shall timely process any applications required to obtain the Permits, and shall not unreasonably deny or delay the issuance of such Permit. The CITY's contractors and agents will comply with all MTS policies, rules and regulations as stated in the ROE Permit, and the instruct ions of MTS's representatives in relation to the proper manner of protecting the MTS tracks and traffic moving thereon, catenary lines, pull lines, signals and other property of Rail road, or their respective tenants or licensees, during the period of construction of the Project.
6. Durable Maintenance ROE Permit. Notwithstanding the foregoing, MTS hereby grants CITY a Durable Maintenance ROE Permit to allow CITY to enter onto the ROW for routine maintenance of the Project, including, but not limited to, activities such as trash removal, cleaning of pedestrian walkway, cleaning of pedestrian guardrail, and similar maintenance activities related to the Bayshore Bikeway. The Durable Maintenance ROE Permit shall remain effective throughout the life of this Agreement and be subject to all of the terms of this CMA, including but not limited to the indemnity and insurance provisions. Entry onto the ROW by individuals or entities other than the CITY (such contractors, agents, and non-CITY employees) shall require a separate ROE Permit issued by MTS in conformance with Paragraph
5. 7. Notice. The exercise of any and all rights provided to CITY by this CMA is also subject to the notice requirements set forth in the ROE Permits for the construction and maintenance of the Project, prior to entry onto the ROW for any purpose.
8. Indemnification.
(a) CITY
To the fullest extent of the law, CITY shall indemnify, defend and hold harmless MTS, its Board, officers , directors, agents, and employees, Rail America , the San Diego and Imperial Valley MTS (SD&IV), the San Diego and Arizona Eastern Railway (SD&AE), San Diego Trolley, Inc. (SDTI), San Diego Transit Corporation (SDTC), any other entity performing maintenance work on the ROW, any other entity providing passenger rail operation services for MTS or SD&AE on the ROW, and any other entity providing dispatch services to MTS or SD&AE for the ROW, their officers, directors, agents and employees ("MTS Indemnitees''), from any and all liability, loss, expense (including reasonable attorney’s fees and other defense costs), demands, suits, liens, damages, costs, claims, including, but not limited to, third party claims, claims for bodily injury, death, personal injury, or property damage, that are incurred by or
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asserted against the MTS Indemnitees arising out of or connected with this CMA, the maintenance of any device or appurtenance implemented under this CMA, and any negligent acts or omissions on the part of the CITY, its Council, officers, agents, contractors, sublicenses, or employees.
The requirements as to the types and limits of the insurance coverage to be maintained by the CITY as required by section 8, and any approval of the insurance by MTS and SD&AE, are not intended to and shall not in any manner limit or qualify the liabilities and obligations otherwise assumed by CITY pursuant to this CMA, including but limited to, the provisions concerning indemnification. The duty to indemnify, defend, or hold harmless set forth herein shall not apply if it arises from the MTS Indemnities gross negligence or willful misconduct.
(b) MTS
To the fullest extent of the law, MTS agrees to indemnify defend and hold harmless the CITY and its City Council members, officers, agents, volunteers, contractors, 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 MTS, their Boards, officers, agents, contractors, or employees, under or in connection with any work, authority or jurisdiction delegated to MTS under this CMA. MTS shall have no obligation to indemnify any sublicense or invitee of CITY for any reason whatsoever. The duty to indemnify, defend, or hold harmless set forth herein shall not apply if it arises from the City Indemnities gross negligence or willful misconduct. (c) CONCURRENT NEGLIGENCE
In the event of an act or acts of concurrent negligence which results in the filing of a demand, claim, or complaint against the Parties, each party shall defend and represent itself such that each party shall bear its own costs and attorneys’ fees.
9. Insurance. The CITY, at its sole cost and expense, shall procure and maintain the following insurance:
(a) General Liability:
(i) The CITY shall maintain $15 million of general liability coverage.
The CITY is currently self-insured for its general liability coverage up to $5 million and participates in a large risk pool (CSAC - EINCPE IA) which provides excess coverage from $5 million to $15 million. The CITY may opt to place excess coverage outside of CSAC-EINCPEIA with a similar program at any time during this CMA. Upon request by MTS. the CITY shall provide satisfactory evidence that it meets the insurance requirements of this CMA. If the CITY increases the amount of its self -insurance, the CITY shall notify MTS prior to the change in coverage. If MTS feels that the CITY's self-insurance level is insufficient, it shall meet and confer with the CITY. If MTS still feels that the CIT Y' s self- insurance level is insufficient, MTS may require the CITY to
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purchase a buffer policy of general liability coverage to reduce the self-insurance amount to a level acceptable to MTS.
(ii) The coverage described above shall cover bodily injury (including death) and property damage liability, owned and non-owned equipment, and blanket contractual liability.
(iii) The policies shall not have endorsement limitations relating to operations on or near MTS property.
(iv) All such policies shall name in the endorsement San Diego Metropolitan Transit System (MTS), San Diego Trolley. Inc. (SDTI), San Diego and Arizona Eastern Railway (SD&AE), San Diego and Imperial Valley MTS (SD&IV), San Diego Transit Corporation (SDTC), and their directors, officers, agents, and employees as additional insureds as their interests may appear.
(b) Automobile Liability
(i) The CITY shall maintain $15 million of automobile liability coverage. The CITY is currently self-insured for its automobile liability coverage up to $5 million and participates in a large risk pool (CSAC-EINCPEIA) which provides excess coverage from $5 million to $15 million. The CITY may opt to place excess coverage outside of CSAC-EIA/CPEIA with a similar program at any time during this CMA. Upon request by MTS, the CITY shall provide satisfactory evidence that it meets the insurance requirements of this CMA. If the CITY increases the amount of its self-insurance, the CITY shall notify MTS prior to the change in coverage. If MTS feels that the CITY's self -insurance level is insufficient, it shall meet and confer with the CITY. If MTS still feels that the CITY' s self-insurance level is insufficient, MTS may require the CITY to purchase a buffer policy of automobile liability coverage to reduce the self-insurance amount to a level acceptable to MTS.
(ii) The insurance shall indemnify against loss from liability imposed by law for damages on account of bodily injury, property damage, and personal injury. The automobile coverage shall cover all owned, non-owned and hired automobiles.
(c) Workers Compensation. CITY shall cover or insure under the applicable laws relating to workers' compensation insurance, all of their employees working on or about the Right-of-Way, all in accordance with the “Workers’ Compensation and Insurance Act,” Division IV of the Labor Code of the State of California and any Acts amendatory thereof. CITY shall provide employers· liability insurance in the amount of not less than two million dollars per accident for bodily injury and disease. By its signature hereunder, CITY certifies that it is aware
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of the provisions of Section 3700 of the California Labor Code which requires every employer to be insured against liability for workers compensation or to undertake self-insurance in accordance with the provisions of that code, and it will comply with such provisions in connection with any work performed on the Site. Any persons providing services with or on behalf of the CITY shall be covered by workers’ compensation (or qualified self-insurance). CITY waives any rights of subrogation against MTS, SD&AE. or any of their subsidiaries. and the policy form must permit and accept such waiver.
(d) Railroad Protective Insurance. CITY shall remove any exclusions relating to work performed on the rail, right of way, or within 50 feet of the rail, bridge, trestle, track, roadbed, tunnel, underpass, or crossing from its General Liability Coverage for both the self- insured and excess policies or purchase a separate Railroad Protective Liability policy.
(e) For any claims arising out of or connected with this CMA regarding the maintenance of any device or appurtenance implemented under this CMA, and any negligent acts or omissions on the part of the CITY, its Council, officers, agents, contractors, or employees, or the CITY's operations or activities, CITY's insurance shall be primary insurance to MTS, SDTI, SDTC, SD&AE, SD&IV, and their directors, officers, employees, contractors, agents or authorized volunteers. Any insurance, self-insurance or other coverage maintained by MTS, SDTI, SDTC, SD&AE, SD&IV, and their directors, officers, employees, agents or authorized volunteers shall not contribute to it. All policies and coverages shall contain a provision for 30 days written notice by the Insurer(s) to the MTS Contracts Specialist of any cancellation or material reduction of coverage. A ten-day notice is required for non-payment of premium.
(f) The CITY shall insure that every contractor or subcontractor retained to perform the construction or maintenance of the Project, who enters upon, uses, or performs any work upon the ROW by or on behalf of CITY shall provide to MTS evidence of insurance as follows:
(i) Commercial General Liability. At all times during this contract and, with respect to Products and Completed Operations Liability, for 12 months following the acceptance of the work by MTS, Contractor agrees to maintain Commercial General Liability Insurance for bodily injury and property damage in an occurrence form and with insurance companies acceptable to MTS with minimum policy limits of $5 million dollars (per occurrence) for any general contractor and $3 million dollars (per occurrence) for any sub-contractors. Commercial General Liability Insurance must include coverage for the following:
• Premises/Operations Liability
• Aggregate Limits per Project
• Products/Completed Operations Liability
• No Explosion, Collapse, and Underground (XCU) exclusion • Contractual Liability, with respect to this agreement • Personal Injury Liability
• Broad Form Property Damage
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• Independent Contractors
All such policies shall name in the endorsement San Diego Metropolitan Transit System {MTS), San Diego Trolley, Inc. (SDTI), San Diego and Arizona Eastern Railway (SD&AE), San Diego and Imperial Valley MTS (SD& IV), San Diego Transit Corporation (SDTC), the City of San Diego (CITY), and their directors, officers, agents, and employees as additional insureds as their interests may appear. All general liability coverages required und er this Section 9(f) are PRIMARY and that any insurance of MTS, SDTL SD&AE, SD&IV, SDTC, and the CITY shall be excess and noncontributory (endorsement required).
Automobile Liability. At all times during this contract. Contractor agrees to maintain Automobile Liability Insurance for bodily injury and property damage including coverage for all owned, non owned and hired vehicles at a minimum policy limit of $5 million dollars. All such policies shall name in the endorsement San Diego Metropolitan Transit System (MTS), San Diego Trolley. Inc. (SDTI), San Diego and Arizona Eastern Railway (SD&AE), San Diego and Imperial Valley MTS (SD&IV), San Diego Transit Corporation (SDTC), the City of San Diego (CITY), and their directors, officers, agents, and employees as additional insureds as their interests may appear.
(i) Workers' Compensation/Employer Liability. At all times during this contract, Contractor agrees to ma intain Workers'
Compensation and Employers' Liability Insurance in compliance with the applicable statutory requirements at a minimum policy limit of $1 million dollars. Contractor waives any rights of subrogation against MTS, SDTI, SD&AE, SD&IV, SDTC, and the CITY and the policy form must permit and accept such waiver.
(ii) MTS Protective Insurance. Remove any exclusions relating to performance of operations within the vicinity of any MTS, bridge, trestle, track, roadbed, tunnel, underpass, or crossing from its General Liability Cove rage, or purchase a separate MTS Protective policy in the amount of $5,000,000 in the name of MTS.
(iii) All policies and coverages shall contain a provision for 30 days written notice by the Insurer(s) to MTS of any cancellation or material reduction of coverage. A ten-day notice is required for non-payment of premium.
10. Co-operation in Defense of Claims. The Parties agree to co-operate in good faith to seek a prompt disposition, by way of dismissal or summary judgment, of any claim or litigation alleging liability of any party to this CMA, based on the construction, maintenance or operation of the Project.
{Client Files/01124/2/AG/S0725716.DOCX}
11. Default; Termination.
(a) In the event that CITY fails to perform any obligation under this CMA, CITY shall pay all costs and expenses incurred by MTS in obtaining performance of such obligations, including costs of suit and reasonable attorney's fees. If CITY uses the ROW for any purpose not expressly authorized by this CMA or fails to act strictly in accordance with the terms and conditions of this CMA, and if such default is not corrected within 30 days' notice or from the time when a public works contract has been approved by the City to cure such default, only then may MTS prevent CITY from entering the ROW until the default is corrected. If MTS determines that any default by CITY does or has the reasonable potential to cause a danger to the ROW, light rail vehicle operations, or MTS operations, and CITY unreasonably fails or refuses without reasonable cause to timely correct the default, MTS may perform such work as is reasonable and necessary to remedy the danger, and CITY shall reimburse MTS for all reasonable and directly related costs to cure the default. If CITY fails or refuses to correct any default after such notice, or refuses to timely reimburse MTS for the work required to remedy the danger, MTS may, upon thirty (30) days’ additional notice and in addition to any other remedy provided by law, terminate this CMA and prevent CITY from entering the ROW thereafter. MTS agrees that the CITY, in order to cure any default, may be required to competitively bid the work under the California Public Contract Code or other applicable statute or regulation, and that such time to process and approve a public works contract will be added to the time allowed to cure a default.
(b) In the event MTS fails to perform any of its obligations under this CMA. CITY shall give MTS written notice of the nature of the default and the steps required to remedy the default. If the default is not cured within thirty (30) days of the delivery of CITY's notice, CITY may proceed to enforce its rights and protect its interests under this CMA. MTS shall pay all costs and expenses incurred by CITY in obtaining performance of the obligations, and protecting CITY's interests hereunder, including costs of suit and reasonable attorney's fees. In no case will any enforcement action modify the ownership or operation of the ROW.
(c) This CMA may be terminated at any time by either party upon one hundred twenty (120) days’ notice in writing to be served upon the other party, stating therein the date that such termination shall take place, and that upon the termination of this CMA in this or any other manner herein provided. CITY, upon demand of MTS, shall abandon the ROW and the use of the Project, remove any improvements constructed, installed or maintained on the ROW for the Project, and restore the ROW and any other improvements or facilities within said ROW, whether owned by MTS or others, to their original condition in which they were prior to the installation of the Project. In case CITY fails to restore MTS·s ROW and improvements or facilities as aforementioned within ten (10) days after the effective date of termination (or other time period approved by MTS), MTS may proceed with such work at the expense of CITY. No termination hereof shall release CITY from any liability or obligation hereunder, whether of indemnity or otherwise, resulting from any acts, omissions, or events happening prior to the date the Project is removed and the ROW of MTS restored as above provided.
(d) Termination of this CMA shall not release either party from any liability or obligation hereunder resulting from an event which occurred before termination.
12. Notices. All notices to be given under this CMA shall be in writing and either:
{Client Files/01124/2/AG/S0725716.DOCX}
(a) Sent by a nationally recognized overnight courier, in which case notice shall be deemed delivered upon actual receipt or one (1) business day after deposit with this courier, whichever occurs first: or
(b) Sent by telecopy or similar means, if a copy of the notice is also sent by United States Mail, in which case notice shall be deemed delivered on transmittal by facsimile provided that a transmission report is generated reflecting the accurate transmission of the notice, as follows:
San Diego Metropolitan Transit System
San Diego and Arizona Eastern Railway
1255 Imperial Avenue, Suite 1000
San Diego, CA 92101
Attn: Manager of Real Estate Assets
Tel: 619-595-4903
City of National City
City Manager’s Office
1243 National City Blvd.
National City, CA 91950 Tel: 619-336-4241
Copy to: Barry Shultz
City Attorney
1243 National City Blvd.
National City, CA 91950 Tel: 619-336-4241
These addresses may be changed by written notice to the other Parties provided that no notice of a change of address shall be effective until actual receipt by the Parties of the notice.
Copies of notices, if any are so indicated, are for informational purposes only, and a failure to give or receive copies of any notice shall not be deemed a failure to give notice.
13 . Waiver. Any Party’s failure to enforce or exercise its rights with respect to any provision hereof shall not be construed as a waiver of such rights or of such provision.
14. Laws, Venue, and Attorneys’ Fees. This CMA shall be interpreted in accordance with the laws of the State of California. If any action is brought to interpret or enforce any term of this CMA the action shall be brought in a state or federal court situated in the County of San Diego, State of California. In the event of any claim, legal action or proceeding between the parties arising under or concerning this CMA, the prevailing party(ies) shall be entitled to reasonable attorney fees and expenses as part of the judgment resulting there from.
{Client Files/01124/2/AG/S0725716.DOCX}
15. Dispute Resolution.
(a) The Parties agree that they shall first meet, through their senior staff representatives, to attempt to informally resolve any dispute that arises under this CMA.
(b) If the informal efforts are unsuccessful, then the Parties agree to participate in mediation. Within five (5) business days of the request of any party, the parties shall mutually agree on the person or alternative dispute resolution agency to conduct the mediation. If the Parties are unable to agree on the person or alternative dispute resolution agency to conduct the mediation, the initiating party may arrange for the office of the American Arbitration Association in downtown San Diego, California, to perform the mediation. The initiating party shall then schedule the mediation so that it is conducted within five (5) business days of the mediator's appointment. The costs of the mediation and fees of the mediator, if any, shall be shared equally by the Parties.
(c) Any dispute not resolved through the mediation required by paragraph (b) of this Section, may proceed to litigation unless the Parties agree in writing to submit the dispute to binding arbitration.
IN WITNESS WHEREOF, the parties hereto have caused this CMA to be executed by and through their respective officers thereunto duly authorized on the date written below their signatures.
SAN DIEGO METROPOLITAN TRANSIT SYSTEM By:________________________________ DATED__________________ As to Form: Counsel to MTS City of National City City Manager As to Form: ________________________________________ Barry Shultz
{Client Files/01124/2/AG/S0725716.DOCX}
City Attorney
List of Exhibits
A. Bayshore Bikeway Schematic Plans for Construction
B. Depiction of License on Right of Way
NOT FORCONSTRUCTION
BAYSHORE BIKEWAY SEGMENT 5National City
NLOCATION MAP
FILL..................1166 CYEXPORT..........2186 CYCUT..................3352 CY Exhibit A
Exhibit A
9 10 11 12 13 141RETAINING WALL1RETAINING WALL2ICV
1RAILROAD TRACKS
1ICV 2ICV (TYP)2MISC7 7
BAYSHORE BIKEWAY CENTERLINEPORT OF SAN DIEGO R/WMTS R/W
MTS R/W
PROPOSED BIKEWAYEDGE FOR REFERENCEONLY, TYP.MARINA WAY
MTS/SD&AE RR TRACK50' 30'BNSF R/W
15 16 17 18 191RAILROAD TRACKS
1FENCE1RETAINING WALL7 7 7
BAYSHORE BIKEWAY CENTERLINE
MTS R/WMTS R/W
PROPOSED BIKEWAYEDGE FOR REFERENCEONLY, TYP.MARINA WAY
30'MTS/SD&AE RR TRACK
NOT FORCONSTRUCTION
NGENERAL NOTES
N
LEGENDPROPERTY LINESAWCUT LINEDAYLIGHT LINEDEMOLITION NOTES MATCHLINE STA 08+69SEE SHEEET 08 MATCHLINE STA 14+45SEE BELOW LEFT MATCHLINE STA 14+45SEE ABOVE RIGHTMATCHLINE STA 18+95SEE SHEET 10 Exhibit A
20 21 22 23 24 257 3
1DWY1S/W
1S/W1RAILROAD TRACKSMTS R/WMTS R/W
21+14.37, 1.33' L21+07.59, 33.16' R20+93.74, 29.90' R21+00.47, 6.00' L612 121TREE11
1S/W
1SL
1SD 1SD1WATER
1GAS NATIONAL CITY R/W
NATIONAL CITY R/W
BAYSHORE BIKEWAY CENTERLINE
15PROPOSED BIKEWAYEDGE FOR REFERENCEONLY, TYP.???, ???' ???21+28.22, 15.06' L22+84.82, 36.75' L 44 33 25+07.91, 37.81' L1SD1SD 2SDMH2MONUMENT30'
MARINA WAY
MTS/SD&AE RR TRACKS
4 22+84.93, 33.65' L22+79.23, 33.45' L22+79.14, 36.05' L 16163 31SDMH XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX 17WV17
NOT FORCONSTRUCTION
NLEGENDPROPERTY LINESAWCUT LINEDAYLIGHT LINEUTILITY REMOVALDEMOLITION NOTESGENERAL NOTES MATCHLINE STA 18+95SEE SHEET 10 MATCHLINE STA 24+90SEE SHEET 11 XXXXXX
Exhibit A
70 71
72 1C&G
1SW
1RAILROADTRACKS1SIGN
R/W
MTS R/W1GAS 1TREE
11 6 6
63 13PM 2COMM PB
2GV(TYP)
3 1COMM3
2COMM VAULT
WARNING!!! GASWARNING!!! GAS
1COMM
PROPOSED TC FORREFERENCE ONLY, TYP.
PROPOSED TC FORREFERENCE ONLY, TYP.PROPOSED TC FORREFERENCE ONLY, TYP.
MTS R/W
2GV
44 44
15 3
4 40'
1WTR
73 74 75
75SW 1C&G1SW
3 1DW
1C&G 1C&G1C&G
1SD
1TREE
1RAILROADTRACKS
1RAILROADTRACKS
1GAS 1SDCB
1COMM1COMM PB
HARBOR DRIVE
R/W
BNSF R/W
R/W
BNSF R/WPROPOSED TC FORREFERENCE ONLY, TYP.WARNING!!! GAS 1COMM VAULT
44 44 47
100'
BNSF RR TRACKSDOT #026900RBNSF SAN DIEGO SUBDIVISION
1RR GATE1RR GATE
1RR CANTILEVER
1RR GATE1RR GATE1RR CANTILEVER
REMOVE EXISTING BNSF SIGNAL HOUSEAND TERMINATION BOX BY BNSF FORCES
REMOVE EXISTING BNSF SIGNAL HOUSEAND TERMINATION BOX BY BNSF FORCES 21FLASHERS
21FLASHERS21FLASHERS
21FLASHERS
21FLASHERS
NOT FORCONSTRUCTION
LEGENDPROPERTY LINESAWCUT LINEDAYLIGHT LINEDEMOLITION NOTES
GENERAL NOTES
SEE SHEET 14
MATCHLINE STA 69+76
SEE BELOW LEFTMATCHLINE STA 72+12
CIVIC CENTER DR
HARBOR DR
MATCHLINE STA 72+12SEE ABOVE RIGHT
MTS/SD&AE RR TRACK
N
0'20'40'SCALE 1" = 20'
N
0'20'40'SCALE 1" = 20'
Exhibit A
WW WWWWW
WWWWWWWWWWW WWWWWWWWWWWWWWWWWWWWWW SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSLSLSLSLSLSLSLSLSLSLSLSLSLSLSLSLSLSLSLSLSLSLSLSLSLSLWWWWWWWWWWWWWWWWWWWW3" PVC (1884) 7 BAYSHORE BIKEWAY CENTERLINE7LIMITS OF GRADING
LIMITS OF GRADINGMARINA WAY9 10 11 12 13 141RETAINING WALL3IRRIGATION CONTROL VALVE1RETAINING WALL2IRRIGATION CONTROL VALVE 1RAILROAD TRACKS
BIKEWAY WEST EDGE
MTS R/W
PORT OF SAN DIEGO R/W
BNSF R/W MTS R/W
MTS R/W
PT 13+95.93
PT 8+86.32PT 10+15.13(18)
(5)(5)(10)(15) (14)(13)
(19)(19)(18)(19)(20)
(12)(11)18(10)(15)16
(5)(10)(3)(4)(6)(7)(8)(9)
1IRRIGATION CONTROL VALVE1.49%1.50% 1.49% 1.50%1.50%
1' BENCH1' BENCH39 39 1' BENCH1' BENCH10 10 151512' 5014+57.72, 7.24' LTW/FS:18.18FS:18.1314+59.96, 7.24' LTW:19.39PC 11+54.62 PC 14+59.96
PC 9+20.83
50' 30'SD&AE/MTS RAILROAD TRACKS
2:1
EXISTING GRADE
18.42(20.4)17.63(17.9)16.84(16.5)(15.3)16.0515.27(13.5)14.48(11.7)13.69(10.5)(9.8)12.9012.31(9.3)12.04(9.1)11.90(9.2)(8.8)11.7611.90(9.3)12.59(10.4)13.58(12.5)(17.4)14.5615.55(17.8)16.53(17.2)17.52(18.0)(19.2)18.3018.72(19.2)18.78(19.0)18.69(18.7) -2.77% 0.56%3.15%
USE VIEW LABELEL:17.46
USE VIEW LABELEL:18.79
USE VIEW LABELEL:12.98
USE VIEW LABELEL:11.76
USE VIEW LABELEL:12.06
USE VIEW LABELEL:12.61
PVI STA:12+71.59, 6.00' L50.00' VCPVI EL:12.20A:2.59%K:19.28PVI STA:11+68.50, 6.00' L50.00' VCPVI EL:11.62A:4.50%K:11.11PVI STA:9+82.15, 6.00' L75.00' VCPVI EL:18.94A:4.33%K:17.32 EL:16.11PC:13+95.93, 6.00' L
EL:17.66PC:10+15.13, 6.00' L
EL:18.13PT:14+59.96, 6.00' L
EL:12.22PT:11+54.62, 6.00' L
EL:18.70PT:9+20.83, 6.00' LBVC:9+43.87, 6.00' L
EVC:10+20.32, 6.00' L
BVC:11+43.48, 6.00' L
EVC:11+93.54, 6.00' L
BVC:12+46.55, 6.00' L
EVC:12+96.62, 6.00' LPROPOSED BIKEWAY
NOT FORCONSTRUCTION
LEGENDPROPERTY LINEDAYLIGHT LINEOUTLINE OF SENSITIVE AREAS(WATERSHED, BLUFFS, SOFT SOILS) N MATCHLINE STA 14+70SEE SHEET 19
MATCHLINE STA 09+00SEE SHEET 17
BIKEWAY WEST EDGE PROFILEMATCHLINE STA 14+70SEE SHEET 19
CONSTRUCTION NOTESGENERAL IMPROVEMENT NOTESPROPOSED CONTOUREXISTING CONTOUR(XX)XX MATCHLINE STA 09+00SEE SHEET 17
Exhibit A
PCC 15+38.91
PT 15+96.99
7MARINA WAY714'BAYSHORE BIKEWAY CENTERLINELIMITS OF GRADING
LIMITS OF GRADINGMTS R/W
BIKEWAY WEST EDGE
MTS R/W
15 16 17 18 19(25)(23)(24)(22)(23)(24)
(15)(14)(16) (19)(18)(17)(18)
2521222324171819 171819202122
1RAILROAD TRACKS1.49%1.50%1.50%1' BENCH
1' BENCH39 3910 105012' 14'30' MTS/SD&AE RR TRACKS
15+08.56, 7.04' LTW:22.00FG:19.5
15+08.55, 12.92' LTW/FG:22.42
14+97.67, 7.05' LTW:23.38FG:19.214+64.08, 7.05' LTW:19.87FG:18.314+58.19, 7.05' LTW:19.31FG:18.1 14+58.19, 9.30' LTW/FG:19.23
PROPOSED BIKEWAYEXISTING GRADE
21.09(24.2)(24.0)21.0020.91(24.8)20.81(24.4)20.72(24.1)(24.2)20.6320.54(24.2)20.45(25.3)20.36(25.1)(25.2)20.2720.17(23.3)20.08(22.5)19.99(22.3)(22.8)19.9019.81(23.9)19.72(24.1)19.59(23.2)(22.9)19.1618.42
0.34%
USE VIEW LABELEL:19.67
???EL:18.79PVI STA:15+05.35, 6.00' L50.00' VCPVI EL:19.58A:2.79%K:17.95 EL:19.91PC:15+96.99, 6.00' L
EL:19.70PCC:15+38.91, 6.00' LEVC:15+30.05, 6.00' L
BVC:14+80.65, 6.00' L
NOT FORCONSTRUCTION
LEGENDPROPERTY LINESAWCUT LINEDAYLIGHT LINEOUTLINE OF SENSITIVE AREAS(WATERSHED, BLUFFS, SOFT SOILS) NMATCHLINE STA 14+70SEE SHEET 18 MATCHLINE STA 19+20SEE SHEET 20
CONSTRUCTION NOTESBIKEWAY WEST EDGE PROFILE
MATCHLINE STA 19+20SEE SHEET 20
MATCHLINE STA 14+70SEE SHEET 18
GENERAL IMPROVEMENT NOTES
PROPOSED CONTOUREXISTING CONTOUR(XX)XX
Exhibit A
SDWWWSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD
GGGGGGGGGGGGGG WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW SDSDSDSDSDSDSDSDSDSDSDSD TSTSTSTSTSTSTS (11-30-99)WWWWWWWWWW(11-30-99)SD
PC 20+15.357
MARINA WAY
42 LIMITS OF GRADING21+14.37, 1.33' LFS:(21.92) ME
21+07.59, 33.16' RFS:(22.54) ME20+88.85, 28.83' RFS:(22.32) MELIMITS OF GRADING 20+95.35, 6.00' LFS:21.7320 21 22 23 24 25BIKEWAY WEST EDGEBIKEWAY WEST EDGE END4 1DWY1S/W
1S/W1RAILROAD TRACKSMTS R/WMTS R/W NATIONAL CITY R/W
NATIONAL CITY R/WBAYSHORE BIKEWAY CENTERLINE(22)(23)(24) (21)(22)
25222324
20+95.63, 7.49' LFS:(21.70) ME
20+93.11, 6.00' RFS:21.9341
1' BENCH
1' BENCH39 1010 23233'3'3'3'
231LIGHT
5'1.50%14'1.50%23 44 22+79.23, 33.45' LFS:(24.06) ME22+84.82, 36.75' LFS:(24.05) ME25+07.91, 37.81' LFS:(26.56) ME8 30' MTS/SD&AE RR TRACKS1WM1FH1WM1LIGHT1SLPB
1WATER 1SD
1WV1TSPB1LIGHT1SLPB1WM1TS1TS
1GAS71S/W
5 PCC 20+62.79
21+33.97, 31.68' LFS:(21.61) ME21+26.89, 15.57' LFS:(21.42) ME 525 262424222223 22+84.93, 33.65' LFS:(24.13) ME22+79.14, 36.05' LFS:(24.00) ME1SDMH23 EXISTING GRADEPROPOSED BIKEWAY15202530(21.8)21.7321.64(23.7)21.55(25.0)21.46(25.1)(25.6)21.3621.27(25.7)21.18(25.0)
0.34%
PVI:20+95.35, 6.00' LEL:21.73EL:21.67PC:20+78.48, 6.00' L EL:21.44PT:20+15.36, 6.00' L
PROFILE VIEW NAME: PV 004
202530 0.75%-0.75%1.53%1.40%1.43%0.60%PVI:21+34.39, 10.35'LTC:21.89 PVI:24+80.94, 17.49' LTC:26.72
PC/PVI:23+70.37, 16.24' LTC:25.38
PVI:24+53.21, 17.72' LTC:26.52
PVI:22+35.63, 17.67' LTC:23.30
PVI:21+42.55, 17.60' LTC:21.97
TC:23.98PC:22+79.64, 17.75' L
PCC:0+03.74TC:21.91
TC:24.77PT:23+30.72, 17.15' LEXISTING GRADEPROPOSED BIKEWAY
NOT FORCONSTRUCTION
GENERAL IMPROVEMENT NOTES
N
MATCHLINE STA 25+15SEE SHEET 21MATCHLINE STA 19+25SEE SHEET 19 MATCHLINE STA 19+25SEE SHEET 19
BIKEWAY WEST EDGE PROFILE
LEGENDPROPERTY LINESAWCUT LINEDAYLIGHT LINE
CONSTRUCTION NOTES
PROPOSED CONTOUREXISTING CONTOUR(XX)XX
MATCHLINE STA 25+15SEE SHEET 21MARINA WAY TC PROFILE
Exhibit A
GG
GGGGG
GGG GGGG SS
SSSSSSSSSSSSSS
SSSSSSSSSSSSSSSS
GGGGGGG
WWWWWWWWWWW
G
GGGGGGGGGGG
GGGGGGGGGGG
GGGG
SD
COMMCOMM COMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMM
COMMCOMMCOMMCOMM
COMM
COMMCOMMCOMM
COMMCOMMCOMMCOMMCOMMCOMMCOMMCOMM
SDSDSDSDSDSDSDSDSDSDSDSD 2+43.83, 51.91' LFS:(8.17) ME1 2 3 HARBOR DRIVECL
R/W MTS R/W
MTS R/W
WARNING!!! GAS LINE0+65.33, 35.44' LFS:(8.31) ME0+54.84, 41.77' LFS:(8.26) ME1+88.80, 42.89' LFS:(8.06) ME 1+32.76, 146.77' LFS:(7.14) ME
8 78BAYSHORE BIKEWAYCENTERLINE
WARNING!!! GAS LINE2+41.75, 67.95' LTC:(8.00) MEPC 70+73.90PCC 71+35.09PCC 71+78.73PI 70+34.9070 71 72FL:(7.60) MELIP:(7.60) ME8 8 678
1+44.55, 116.26' L
1+59.54, 87.15' LSTA:1+90.77OFF:56.23' LN:1824521.26E:6295974.29BIKEWAY INSIDEEDGE BEGIN STA:1+61.60OFF:86.51' LN:1824478.09E:6295977.03BIKEWAY OUTSIDEEDGE TC BEGINBIKEWAY OUTSIDEEDGE TC ENDWARNING!!! GAS LINE1+00.42, 140.85' LFS:(7.75) ME(6) (7)(8)
(7)
1.64%
1+12.49, 161.43' LFS:(7.69) ME0+98.29, 121.44' LFS:(7.59) ME 7 71+78.13, 0.00'= MP 4.9540'
MTS R/WMTS/SD&AE RR TRACKSCL0+96.17, 117.95' LFS:(7.61) ME1+01.98, 113.91' LFS:(7.38) ME 1C&G
1SW1C&G1RAILROADTRACKS1SIGN
1C&G
66 6
6 15
71COMM.1GAS9 10
27 4
41GAS 1TREE
266 1414
34 33383838 2727
271GAS
661SS1WTR
5312'x105'
5314'x127'
1WTR
1616
51015
-0+050+00
0.69%1.06%PVI:1+90.77, 56.23' LEL:7.40PVI:2+09.43, 54.00' LEL:7.53PVI:2+41.80, 53.93' LEL:7.89 EL:7.53PCC:2+08.21, 54.00' L(7.7)7.407.59(8.0)7.85(8.1) PROFILE VIEW NAME: PV 002
51015 51015
-0+050+000+95
1.30%0.58%
PVI:1+61.60, 86.51' LTC:7.16PVI:1+99.97, 68.62' LTC:7.74PVI:2+41.75, 67.95' LTC:(8.00) ME TC:7.34PCC:1+73.21, 79.82' L
TC:7.79PT:2+07.39, 68.01' L
(6.8)7.167.48(6.7)7.77(7.4)7.92(8.1)GGG GGGGGGGGGGGGGGGG G GG
GGGG
GGGG
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS
SSSSSSSSSS
W
TTTTTT
SSSSSSSSSS
WW
WWW(16057-118585)
(W.O.#A3293)
(W.O.#A3079)
(W.O.#A3079)
GGGGGG
GGGGGCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMWWWWWWWWWWWWWWWWWWWWWWWW WWWWWW
SEE SHEET 28 FOR MCKINLEYAVE IMPROVEMENTS
39+0040+00
41+00
42+00
42+99
1140+06.47, 22.62' LFS:(10.32) ME40+06.51, 25.96' LFS:(10.20) ME 39+90.92, 22.80' LFS:(10.69) ME39+37.69, 20.58' LFS:(11.03) ME39+24.93, 20.58' LFS:(11.00) ME 39+21.16, 33.10' LFS:(11.28) ME39+21.18, 39.99' LFS:(11.26) ME40+08.76, 37.95' LFS:(11.07) ME40+08.81, 32.95' LFS:(10.88) ME39+29.15, 38.02' LTC/FS:11.1340+03.64, 37.89' LTC/FS:11.1540+04.51, 26.14' LTC:(10.74) ME39+24.84, 26.07' LTC:(11.00) MEFL:(10.53) MEFL:(10.26) MELIP:(10.29) MELIP:(10.75) ME 5228'x87'
5213'x177'
4143681C&G
4 4 1C&G1SIGN
1SIGN1TREE
1WM
1POWER POLE1TREE WELL
NOT FORCONSTRUCTION
GENERAL IMPROVEMENT NOTES
NMATCHLINE STA 72+40SEE SHEET 31MATCHLINE STA 70+05SEE SHEET 28 LEGEND
HARBOR DR BIKEWAY EASTERN EDGE PROFILEHARBOR DR BIKEWAY WESTERN EDGE TC PROFILE
CONSTRUCTION NOTES
MATCHLINE STA 72+12SEE SHEET 31
CIVIC CENTER DRIVEPROPERTY LINESAWCUT LINEDAYLIGHT LINEPROPOSED CONTOUREXISTING CONTOUR(XX)XXCLEVELAND AVENUE W 14TH STREET
NW 14TH STREET IMPROVEMENTSMCKINLEY AVE
Exhibit A
1 2
3CIVIC CENTER DRIVE
HARBOR DRIVE
70 71
72 CL
CL
(8)(8)
(6)(7)(7)(5)(7)
7 8
8 8
7(8)
(8)(8)
(7)
(9)
(8)
1+17.92, 40.67' LTC:8.65
1+18.80, 44.42' LTC:8.531+02.21, 60.00' LTC:8.150+83.98, 49.58' LTC:8.290+76.66, 39.94' LTC:8.510+69.47, 49.18' LTC:8.470+70.21, 49.60' LTC:8.460+71.34, 49.65' LTC:8.46 0+67.82, 39.97' LTC:8.630+63.21, 40.02' LTC:8.64
0+76.68, 59.93' LTC:8.29
0+91.23, 82.34' LTC:8.090+92.92, 81.99' LTC:8.070+96.78, 70.31' LTC:8.060+96.39, 69.07' LTC:8.080+84.42, 61.48' LTC:8.230+80.06, 60.10' LTC:8.261+30.92, 75.76' LTC:7.681+65.87, 68.80' LTC:7.501+89.52, 57.08' LTC:7.841+88.81, 52.17' LTC:8.171+60.19, 53.72' LTC:8.02 1+28.23, 117.64' LTC:7.41
1+41.13, 128.22' LTC:7.331+32.55, 129.03' LTC:7.53
1+62.57, 88.18' LTC:7.17
1+44.55, 116.26' LTC:7.12
1+59.59, 87.31' LTC:7.151+55.40, 74.57' LTC:7.35 2+41.75, 67.95' LTC:(8.00) ME 2+37.02, 67.90' LTC:7.97FS:8.15
FS:8.03FS:7.65FS:7.79FS:8.01FS:7.97FS:7.96FS:7.96
FS:8.13FS:8.14
FS:7.79
FS:7.59FS:7.57FS:7.56FS:7.57FS:7.73FS:7.76
FS:7.05
FS:6.83FS:7.03
FS:6.67
FL:6.66FS:7.18FS:7.00FS:7.67FS:7.52
FL/LP:6.62
FL/LP:6.65FS:6.85 FL:(7.60) MELIP:(7.60) ME
FL:7.47LIP:7.60
1+33.61, 76.56' L
1+26.65, 88.52' LTC:7.581+29.84, 87.82' LFS:7.160+93.97, 67.52' L 0+78.22, 43.00' L0+69.43, 42.96' L
0+79.08, 60.05' LBAYSHOREBIKEWAY CLFS:7.14FS:7.61
FS:8.00FS:8.07
FS:7.77
MTS R/WMTS R/W
40'
MTS/SD&AE RR TRACKS
0+78.55, 43.65' LTC:8.45FS:7.95
1+00.93, 60.28' LTC:8.15FS:7.65
0+72.22, 48.16' LTC:8.47FS:7.97
0+71.98, 49.42' LFS:7.960+98.49, 58.71' LFS:7.67
FS:7.08
0+99.11, 116.49' LTC:8.000+97.60, 117.60' LTC:8.061+07.51, 134.08' LTC:8.051+09.02, 132.98' LTC:8.011+09.27, 133.40' LTC:8.011+07.76, 134.50' LTC:8.051+17.43, 151.07' LTC:8.021+18.92, 149.99' LTC:7.98FS:7.52FS:7.48FS:7.51FS:7.55FS:7.55FS:7.51FS:7.50FS:7.56 FS:7.341+61.60, 86.51' LTC:7.16
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS
WWWWWWWWWWWWWWWWWWWWWWSD
COMMCOMMCOMMCOMMCOMMCOMMCOMM
COMMCOMMCOMM
COMMCOMMCOMMCOMMCOMMCOMM
COMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMM
SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD
NOT FORCONSTRUCTION
N
Exhibit A
SDSDWWWSDSDSDSDSDSDSDSDSD GGGGGGGG WWWWWWWWWWWWWWW SDSDSDSDSDSLSLSLSLSLSLSLSLSLSLSLSLSLSLSLSLSLSDWWWW3" PVC (1884)SEE SHEET 20 FORIMPROVEMENTS
MTS R/W
R/W
R/W202122232425BAYSHOREBIKEWAY CLMARINA WAY CL192021222324
BNSF RR TRACK
MTS/SD&AE RR TRACKMTS R/W 5+09.17, 77.52' R24+41.12, 12.64' R22+79.53, 10.55' R22+39.66, 10.52' R21+87.75, 10.53' R20+50.53, 10.49' R20+42.98, 15.94' R20+40.01, 18.06' RC1C2L1C3L2C4L34+72.52, 48.15' R SLSLSL
SLSLSLEEEEEEEEEEEEEE
CABLCABL
EEEEEE EEE SDSDSDSDSD
WWWWWWWWWWWWWW
EEE
WWWW
WWW
WWWW
WWGGGGGGGG WEEEE E EEEEEESLSL WWWWWWWWWW
EEEEE
CABLCABLCABLCABLCABLCABLCABLCABLCABLCABLCABLCABL
COMMCOMMCOMMCOMMG
COMMCOMMCOMM
COMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMM
COMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMWWWWWWWWWWWW SDSDSDSDSDSDSD R/WR/W
R/WR/WR/W
R/W
R/WSEE ENLARGEMENT DETAIL AMARINA WAYBAY MARINA DRIVE
5+89.02, 37.65' L5+99.10, 37.59' L5+89.14, 47.02' L5+99.09, 32.56' L7+73.98, 32.20' L4 5 6 7 8 9 101111 26 27282930313233
34PI 27+12.87PI 29+90.88PI 31+08.04PI 33+12.4611+30.34, 35.00' L9+33.80, 35.00' LL1L2 I-5 OFFRAMP
L18
L19C11C10C9 L21
L22L23L24C13C14C15C164+89.62, 28.93' L4+76.72, 32.08' L4+99.87, 25.79' L7+89.58, 24.20' L8+23.06, 57.79' L8+24.52, 109.78' L8+85.16, 74.67' L 9+12.02, 22.43' L9+31.87, 20.69' L
9+66.08, 15.14' L11+26.19, 14.04' R11+46.10, 16.63' R11+90.83, 17.37' L11+93.29, 35.70' LBAY MARINA DR CL
BAYSHOREBIKEWAY CL
MARINA WAY CL
255+61.37, 53.88' R5+57.45, 53.86' R5+50.18, 50.65' R5+42.84, 47.44' R5+39.17, 47.44' R5+09.17, 77.52' RL34+72.52, 48.15' R4+61.94, 36.63' RC17 C18L90L91L92L93L94C28L953+76.01, 5.54' R3+76.00, 4.46' L4+01.01, 5.53' R4+01.00, 4.47' L3+18.06, 4.42' L 3+18.06, 5.58' R3+27.07, 4.18' R3+27.06, 4.43' L MTEXT WITH WIPEOUT FOR TITLE GOES HEREL3C1L4L1L2 LENGTH2.24'34.96'3.34'196.54'174.92'
LINE/CHORD DIRECTIONS16°57'00"ES14°57'15"EN77°26'38"EN72°16'02"EN17°45'53"W R501.74'T17.48DELTA3°59'30"REMARKSMTEXT WITH WIPEOUTFOR REMARK GOES HEREMTEXT WITH WIPEOUTFOR REMARK GOES HEREMTEXT WITH WIPEOUTFOR REMARK GOES HEREMTEXT WITH WIPEOUTFOR REMARK GOES HEREMTEXT WITH WIPEOUTFOR REMARK GOES HERE45.56'
SDSDSDSDSDSDSDWWWWWWW
GGGGGGG
SLSL
CABLCABLCABLCABLCABLCABLCABLCABL
COMMCOMMCOMMCOMMCOMMCOMMCOMMC5
L5C6C7L6
MTEXT WITH WIPEOUT FOR TITLE GOES HEREC9C10L18C11L19
LENGTH11.30'11.36'289.23'51.21'52.02'
LINE/CHORD DIRECTIONN88°38'14"EN88°33'22"EN72°17'04"EN28°27'12"EN15°22'40"W R20.00'20.00'33.47'T5.81'5.84'32.13'DELTA32°22'54"32°32'37"87°39'44"REMARKSMTEXT WITH WIPEOUTFOR REMARK GOES HEREMTEXT WITH WIPEOUTFOR REMARK GOES HEREMTEXT WITH WIPEOUTFOR REMARK GOES HEREMTEXT WITH WIPEOUTFOR REMARK GOES HEREMTEXT WITH WIPEOUTFOR REMARK GOES HEREL21C13L22C14L23C15C16L24
22.74'43.44'19.92'34.65'162.74'20.10'62.78'18.50'
S18°18'55"ES59°47'56"EN78°43'03"EN80°39'22"EN82°35'41"EN81°06'39"EN34°39'42"EN10°04'13"W
30.00'512.00'388.00'40.00'
26.53'17.33'10.05'39.95'
82°58'01"3°52'37"2°58'03"89°55'51"
MTEXT WITH WIPEOUTFOR REMARK GOES HEREMTEXT WITH WIPEOUTFOR REMARK GOES HEREMTEXT WITH WIPEOUTFOR REMARK GOES HEREMTEXT WITH WIPEOUTFOR REMARK GOES HEREMTEXT WITH WIPEOUTFOR REMARK GOES HEREMTEXT WITH WIPEOUTFOR REMARK GOES HEREMTEXT WITH WIPEOUTFOR REMARK GOES HEREMTEXT WITH WIPEOUTFOR REMARK GOES HERE
WWWWWW SDSDSDSDSDSDSLSLSLSLSLSLWWWWWWWMTS R/W
CITY R/WMARINA WAY141516131415L3C1L4MTS/SD&AE RR TRACK30'
BNSF RR TRACK
MTS R/W
MTEXT WITH WIPEOUT FOR TITLE GOES HEREC1C2L1C3L2C4L3L3C5L5C6C7L6 LENGTH3.74'9.98'137.18'51.37'39.87'163.27'61.49'61.49'47.20'3.67'8.24'8.17'3.93' LINE/CHORD DIRECTIONN47°07'36"WN47°12'50"WN11°28'28"WN10°00'10"WN08°31'52"WN13°12'30"WN17°53'09"WN17°53'09"WN27°11'26"EN72°16'02"ES84°07'28"ES83°55'17"EN72°40'24"E R2.99'8.00'1000.00'1000.00'30.00'10.00'10.00'
T2.16'5.76'25.69'81.82'30.08'4.37'4.33'
DELTA71°39'13"71°28'45"2°56'36"9°21'17"90°09'11"47°13'00"46°48'38" REMARKSMTEXT WITH WIPEOUTFOR REMARK GOES HEREMTEXT WITH WIPEOUTFOR REMARK GOES HEREMTEXT WITH WIPEOUTFOR REMARK GOES HEREMTEXT WITH WIPEOUTFOR REMARK GOES HEREMTEXT WITH WIPEOUTFOR REMARK GOES HEREMTEXT WITH WIPEOUTFOR REMARK GOES HEREMTEXT WITH WIPEOUTFOR REMARK GOES HEREMTEXT WITH WIPEOUTFOR REMARK GOES HEREMTEXT WITH WIPEOUTFOR REMARK GOES HEREMTEXT WITH WIPEOUTFOR REMARK GOES HEREMTEXT WITH WIPEOUTFOR REMARK GOES HEREMTEXT WITH WIPEOUTFOR REMARK GOES HEREMTEXT WITH WIPEOUTFOR REMARK GOES HEREC1715.78'S60°20'15"E31.97'8.05'28°16'48"MTEXT WITH WIPEOUTFOR REMARK GOES HERE MTEXT WITH WIPEOUT FOR TITLE GOES HEREL90L91L92C18LENGTH9.00'10.00'9.00'15.71'LINE/CHORD DIRECTIONN72°13'58"ES17°46'02"ES72°13'58"WN17°46'02"WR5.00'TINFINITY'DELTA180°00'00"REMARKSMTEXT WITH WIPEOUTFOR REMARK GOES HEREMTEXT WITH WIPEOUTFOR REMARK GOES HEREMTEXT WITH WIPEOUTFOR REMARK GOES HEREMTEXT WITH WIPEOUTFOR REMARK GOES HERE
NOT FORCONSTRUCTION
NMATCHLINE STA 25+40SEE BELOW LEFT
MATCHLINE STA 33+62SEE SHEET 49
MATCHLINE STA 25+40SEE ABOVE RIGHT
N
LEGEND
CLEVELANDAVE
TYPE B-2 C&G PER SDRSD G-06
ENLARGEMENT DETAIL A10' SCALE
TYPE A2-6 C&G PER CALTRANS STD PLAN A87A
RETAINING WALL DATA TABLETYPE 1 RETAINING WALL PERCALTRANS STANDARD PLAN B3-1CTYPE 1 RETAINING WALL PERCALTRANS STANDARD PLAN B3-1CCURB AND GUTTER DATA TABLETYPE A2-6 C&G PER CALTRANS STD PLAN A87ATYPE A2-6 C&G PER CALTRANS STD PLAN A87ATYPE A2-6 C&G PER CALTRANS STD PLAN A87ATYPE A2-6 C&G PER CALTRANS STD PLAN A87ATYPE A2-6 C&G PER CALTRANS STD PLAN A87ATYPE A2-6 C&G PER CALTRANS STD PLAN A87ATYPE A2-6 C&G PER CALTRANS STD PLAN A87ATYPE A2-6 C&G PER CALTRANS STD PLAN A87ATYPE A2-6 C&G PER CALTRANS STD PLAN A87ATYPE A2-6 C&G PER CALTRANS STD PLAN A87ATYPE A2-6 C&G PER CALTRANS STD PLAN A87ATYPE A2-6 C&G PER CALTRANS STD PLAN A87A TYPE B GRAVITY RETAINING WALLPER SDRSD C-09. H=4'TYPE B GRAVITY RETAINING WALLPER SDRSD C-09. H=4'TYPE B GRAVITY RETAINING WALLPER SDRSD C-09. H=4'CURB AND GUTTER DATA TABLETYPE B-2 C&G PER SDRSD G-06TYPE B-2 C&G PER SDRSD G-06TYPE B-2 C&G PER SDRSD G-06TYPE B-2 C&G PER SDRSD G-06TYPE B-2 C&G PER SDRSD G-06TYPE B-2 C&G PER SDRSD G-06TYPE B-2 C&G PER SDRSD G-06TYPE B-2 C&G PER SDRSD G-06TYPE B-2 C&G PER SDRSD G-06TYPE B-2 C&G PER SDRSD G-06TYPE B-2 C&G PER SDRSD G-06TYPE B-2 C&G PER SDRSD G-06TYPE B-1 CURB PER SDRSD G-06 CURB AND GUTTER DATA TABLETYPE B-1 CURB PER SDRSD G-06TYPE B-1 CURB PER SDRSD G-06TYPE B-1 CURB PER SDRSD G-06TYPE B-1 CURB PER SDRSD G-06- Exhibit A
WWWWWWW(1048-D)
(16057-118590)
SDSDSDSDSDSDSDSDSD
SD
SDSD
COMM COMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMM
COMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMM
SDSDSDSDSDSDSDSD
R/W
BNSF R/W
BNSF R/W
R/WMTS R/WMTS R/WSEE ENLARGEMENT DETAIL FHARBOR DRCIVIC CENTER DR CIVIC CENTER DR71+77.74, 7.01' L72+13.95, 7.02' L75+19.42, 14.81' R73+82.39, 9.08' R73+10.52, 9.00' R72+54.74, 9.00' R71+66.60, 9.08' RL6571+35.09, 7.00' L 71+78.73, 9.00' R74+97.32, 7.47' R74+83.81, 7.08' R74+40.22, 8.13' R 73+37.87,9.08' R72+70.56,9.00' R72+14.30,9.08' R74+10.93, 6.50' L74+27.04, 6.50' L74+61.70, 6.50' L75+20.86,6.50' LL66C76C7729+43.40, 4094.16' LL68L67C7875+85.88, 6.50' L75+76.57, 6.50' L75+37.96, 4.50' R75+76.57, 4.50' R75+85.88, 4.50' R29+46.88, 4104.60' LL69C79C83 71+78.73, 6.50' R
74+39.73, 5.67' R
74+60.07, 4.46' R
C82C81
C80L7075+26.70, 4.50' R
18 17(TYP)
L72
BAYSHORE BIKEWAY CL
HARBOR DR CL40'
SEE ENLARGEMENT DETAIL G
0 1 2 3 4 5 670717273747575
PI 70+34.90
PT 74+10.91PT 75+26.70END 75+85.88PCC 71+35.09PCC 71+78.73 PCC 74+61.70
C74C75
C85C86C87C88C89
C90C91
71+78.13, 0.00'=MP 4.95L75L74C94
BNSF RR TRACKDOT#026900R BNSF SANDIEGO SUBDIVISION
WWWWWWW
COMMCOMMCOMMCOMMCOMMCOMMCOMM
COMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMM
SDSDSDSDSDSDSD
C50L55L56L53C49L54L58C54L59C51C52C53L57L61C57C56C55L60L62C58 70+52.82, 5.00' R70+53.82, 5.93' R70+60.25, 28.32' R70+57.48, 31.00' R70+26.70, 14.96' R70+28.83, 11.35' R70+34.77, 5.72' R70+22.47, 6.54' R70+17.58, 14.54' R70+12.81, 14.32' R70+19.65, 5.41' R70+20.44, 5.02' R70+27.65, 5.00' L70+55.50, 19.20' L70+56.87, 17.96' L70+54.32, 5.85' L70+53.33, 5.00' L70+39.42, 5.00' L70+31.20, 5.00' L70+21.61, 5.02' RCOMMCOMMCOMMCOMMCOMMCOMM
COMMCOMMCOMMCOMM
SDSD
71+35.09, 7.00' L70+89.12, 7.00' L71+22.68, 7.00' L71+22.98, 8.93' L71+03.00, 44.58' L70+98.03, 45.84' LC61C62C63C64C65L6370+95.28, 36.99' L 71+60.53, 6.50' R71+61.01, 11.44' R71+35.09, 6.50' R70+90.26, 6.50' R71+37.46, 22.81' RC66C67C68L64C69(16057-118590)69+61.32, 5.00' L 69+81.43, 31.35' L
69+70.20, 5.00' L69+74.12, 10.08' L69+76.31, 24.43' L69+75.22, 17.26' L 69+73.77, 37.02' L
69+55.70, 13.60' L69+40.01, 6.00' LL51C48L52C46C47
L48L49
L50
MTEXT WITH WIPEOUT FOR TITLE GOES HEREL48L49C46C47L50
LENGTH8.88'6.42'7.58'7.56'8.61'
LINE/CHORD DIRECTIONN55°27'08"WS72°12'15"WS43°15'21"WS43°12'09"WS71°00'53"W R7.50'7.50'T4.15'4.14'DELTA57°53'49"57°47'26"REMARKSMTEXT WITH WIPEOUTFOR REMARK GOES HEREMTEXT WITH WIPEOUTFOR REMARK GOES HEREMTEXT WITH WIPEOUTFOR REMARK GOES HEREMTEXT WITH WIPEOUTFOR REMARK GOES HEREMTEXT WITH WIPEOUTFOR REMARK GOES HEREL5124.54'N72°12'15"EMTEXT WITH WIPEOUTFOR REMARK GOES HEREL52C4829.35'18.27'S72°12'15"WN81°37'26"W20.00'9.8352°20'36"MTEXT WITH WIPEOUTFOR REMARK GOES HEREMTEXT WITH WIPEOUTFOR REMARK GOES HEREL53C49L54C50L55L56
11.23'0.92'1.17'2.12'9.37'4.77'
S72°04'14"WN81°41'27"WN55°27'08"WN05°16'02"EN65°59'12"ES52°47'14"E
1.00'1.00'0.49'1.78'52°28'38"121°26'20"MTEXT WITH WIPEOUTFOR REMARK GOES HEREMTEXT WITH WIPEOUTFOR REMARK GOES HEREMTEXT WITH WIPEOUTFOR REMARK GOES HEREMTEXT WITH WIPEOUTFOR REMARK GOES HEREMTEXT WITH WIPEOUTFOR REMARK GOES HEREMTEXT WITH WIPEOUTFOR REMARK GOES HEREL57L58C54L59C51C52C53
27.20'3.55'4.84'14.73'1.42'12.41'2.33'
N72°04'14"EN55°27'08"WN69°18'16"WN83°09'25"WS56°08'38"WS18°42'49"WS41°03'31"E
10.00'1.00'50.14'1.00'
2.47'0.86'6.24'2.34'
27°42'16"81°23'55"14°10'47"133°44'40"
MTEXT WITH WIPEOUTFOR REMARK GOES HEREMTEXT WITH WIPEOUTFOR REMARK GOES HEREMTEXT WITH WIPEOUTFOR REMARK GOES HEREMTEXT WITH WIPEOUTFOR REMARK GOES HEREMTEXT WITH WIPEOUTFOR REMARK GOES HEREMTEXT WITH WIPEOUTFOR REMARK GOES HEREMTEXT WITH WIPEOUTFOR REMARK GOES HERE MTEXT WITH WIPEOUT FOR TITLE GOES HEREL60C55C56C57L61C58L62 LENGTH42.65'5.19'23.47'1.51'20.70'8.29'4.20'
LINE/CHORD DIRECTIONN52°47'14"WS52°53'11"WS09°10'25"ES40°01'55"ES83°09'25"EN81°00'52"EN65°11'09"E R2.00'55.00'1.00'15.00'
T7.13'11.92'0.94'4.25'
DELTA148°39'09"24°27'06"86°14'58"31°39'27"
REMARKSMTEXT WITH WIPEOUTFOR REMARK GOES HEREMTEXT WITH WIPEOUTFOR REMARK GOES HEREMTEXT WITH WIPEOUTFOR REMARK GOES HEREMTEXT WITH WIPEOUTFOR REMARK GOES HEREMTEXT WITH WIPEOUTFOR REMARK GOES HEREMTEXT WITH WIPEOUTFOR REMARK GOES HEREMTEXT WITH WIPEOUTFOR REMARK GOES HEREC65L63C61C62C63C64
31.75'10.18'12.64'47.03'2.78'38.26'
S44°19'15"WS62°30'40"WN45°03'17"WN10°32'13"EN73°13'06"ES46°29'22"E
50.05'5.00'80.00'1.00'57.00'
16.43'15.79'24.22'5.41'19.88'
36°20'53"144°52'06"33°41'06"159°02'41"38°27'26"
MTEXT WITH WIPEOUTFOR REMARK GOES HEREMTEXT WITH WIPEOUTFOR REMARK GOES HEREMTEXT WITH WIPEOUTFOR REMARK GOES HEREMTEXT WITH WIPEOUTFOR REMARK GOES HEREMTEXT WITH WIPEOUTFOR REMARK GOES HEREMTEXT WITH WIPEOUTFOR REMARK GOES HEREC69C66C67C68L64
39.06'39.00'27.64'7.30'30.92'
S13°09'48"EN38°43'22"WN22°45'22"WN51°11'40"ES45°08'21"E
35.00'43.50'81.50'2.50'21.85'20.92'13.96'22.52'63°56'52"51°22'05"19°26'04"167°20'00"MTEXT WITH WIPEOUTFOR REMARK GOES HEREMTEXT WITH WIPEOUTFOR REMARK GOES HEREMTEXT WITH WIPEOUTFOR REMARK GOES HEREMTEXT WITH WIPEOUTFOR REMARK GOES HEREMTEXT WITH WIPEOUTFOR REMARK GOES HEREC7414.14'S20°09'08"E57.00'7.11'14°13'01"MTEXT WITH WIPEOUTFOR REMARK GOES HERE SDMTEXT WITH WIPEOUT FOR TITLE GOES HEREC75LENGTH38.67'LINE/CHORD DIRECTIONS29°20'08"ER68.00'T19.87'DELTA32°35'00"REMARKSMTEXT WITH WIPEOUTFOR REMARK GOES HEREL66C76C77L67C78L68
16.10'38.13'53.24'43.72'6.28'0.27'
N36°08'33"WN20°51'58"WN31°39'50"WN62°53'08"WN76°13'19"WN89°33'31"W
71.50'58.50'13.50'19.5328.633.2030°33'11"52°08'55"26°40'23" MTEXT WITH WIPEOUTFOR REMARK GOES HEREMTEXT WITH WIPEOUTFOR REMARK GOES HEREMTEXT WITH WIPEOUTFOR REMARK GOES HEREMTEXT WITH WIPEOUTFOR REMARK GOES HEREMTEXT WITH WIPEOUTFOR REMARK GOES HEREMTEXT WITH WIPEOUTFOR REMARK GOES HEREL69C79L70C80C81C82C83
0.27'11.41'38.61'71.25'18.95'258.66'19.78'
N89°33'31"WN76°13'19"WN62°53'08"WN33°42'39"WN19°37'48"WN40°38'49"WN39°25'28"W
24.50'69.50'35.50'1293.50'81.50'
5.8139.119.70129.769.94
26°40'23"58°44'18"30°34'36"11°27'27"13°54'09"
MTEXT WITH WIPEOUTFOR REMARK GOES HEREMTEXT WITH WIPEOUTFOR REMARK GOES HEREMTEXT WITH WIPEOUTFOR REMARK GOES HEREMTEXT WITH WIPEOUTFOR REMARK GOES HEREMTEXT WITH WIPEOUTFOR REMARK GOES HEREMTEXT WITH WIPEOUTFOR REMARK GOES HEREMTEXT WITH WIPEOUTFOR REMARK GOES HERE COMM
C85C86C87C88C89C90C91L72
13.60'35.32'15.71'27.16'50.00'17.57'26.09'26.76'
N41°44'36"WN45°35'40"WN42°40'38"WN39°57'52"WN36°17'24"WN19°37'48"WN14°42'35"WN31°02'44"W
84.00'1300.00'1291.00'1291.00'1291.00'33.00'72.00'
6.81'17.66'7.86'13.58'25.00'9.00'13.19'
9°16'25"1°33'25"0°41'50"1°12'19"2°13'09"30°30'03"20°45'47" MTEXT WITH WIPEOUTFOR REMARK GOES HEREMTEXT WITH WIPEOUTFOR REMARK GOES HEREMTEXT WITH WIPEOUTFOR REMARK GOES HEREMTEXT WITH WIPEOUTFOR REMARK GOES HEREMTEXT WITH WIPEOUTFOR REMARK GOES HEREMTEXT WITH WIPEOUTFOR REMARK GOES HEREMTEXT WITH WIPEOUTFOR REMARK GOES HEREMTEXT WITH WIPEOUTFOR REMARK GOES HEREL74L75C942.00'40.08'3.14'S17°55'46"EN72°04'14"EN17°55'46"W1.00'INFINITY'180°00'00"MTEXT WITH WIPEOUTFOR REMARK GOES HEREMTEXT WITH WIPEOUTFOR REMARK GOES HEREMTEXT WITH WIPEOUTFOR REMARK GOES HERE
NOT FORCONSTRUCTION
MATCHLINE STA 69+70SEE SHEET 50 N
ENLARGEMENT DETAIL FN.T.S.ENLARGEMENT DETAIL GN.T.S.ENLARGEMENT DETAIL EN.T.S. 6" CURB PER SDRSD G-16" CURB PER SDRSD G-16" CURB PER SDRSD G-1 TYPE B-1 CURB PER SDRSD G-6TYPE B-1 CURB PER SDRSD G-6TYPE B-1 CURB PER SDRSD G-6TYPE B-1 CURB PER SDRSD G-6TYPE B-1 CURB PER SDRSD G-6 TYPE G C&G PER SDRSD G-2TYPE G C&G PER SDRSD G-2TYPE G C&G PER SDRSD G-2TYPE G C&G PER SDRSD G-2TYPE G C&G PER SDRSD G-2CURB AND GUTTER DATA TABLE
CONSTRUCTION NOTESLEGEND
TYPE B-1 CURB PER SDRSD G-6TYPE B-1 CURB PER SDRSD G-6TYPE B-1 CURB PER SDRSD G-6TYPE B-1 CURB PER SDRSD G-6TYPE B-1 CURB PER SDRSD G-6TYPE B-1 CURB PER SDRSD G-6TYPE B-1 CURB PER SDRSD G-6 TYPE B-1 CURB PER SDRSD G-6TYPE B-1 CURB PER SDRSD G-6TYPE B-1 CURB PER SDRSD G-6TYPE B-1 CURB PER SDRSD G-6TYPE B-1 CURB PER SDRSD G-6 TYPE B-1 CURB PER SDRSD G-6TYPE B-1 CURB PER SDRSD G-6TYPE B-1 CURB PER SDRSD G-6TYPE B-1 CURB PER SDRSD G-6TYPE B-1 CURB PER SDRSD G-6TYPE G C&G PER SDRSD G-2TYPE B-1 CURB PER SDRSD G-6TYPE B-1 CURB PER SDRSD G-6 TYPE B-1 CURB PER SDRSD G-6TYPE B-1 CURB PER SDRSD G-6TYPE B-1 CURB PER SDRSD G-6TYPE B-1 CURB PER SDRSD G-6TYPE B-1 CURB PER SDRSD G-6TYPE G C&G PER SDRSD G-2 0" MOW CURB PER DETAIL C ON SHEET 060" MOW CURB PER DETAIL C ON SHEET 06TYPE G C&G PER SDRSD G-2TYPE G C&G PER SDRSD G-20" MOW CURB PER DETAIL C ON SHEET 060" MOW CURB PER DETAIL C ON SHEET 060" MOW CURB PER DETAIL C ON SHEET 060" MOW CURB PER DETAIL C ON SHEET 06 0" MOW CURB PER DETAIL C ON SHEET 060" MOW CURB PER DETAIL C ON SHEET 060" MOW CURB PER DETAIL C ON SHEET 060" MOW CURB PER DETAIL C ON SHEET 060" MOW CURB PER DETAIL C ON SHEET 060" MOW CURB PER DETAIL C ON SHEET 060" MOW CURB PER DETAIL C ON SHEET 06TYPE B ASPH DIKE PER SDRSD G-5AND DETAIL F ON SHEET 06 TYPE B ASPH DIKE PER SDRSD G-5AND DETAIL F ON SHEET 06TYPE B ASPH DIKE PER SDRSD G-5AND DETAIL F ON SHEET 06TYPE B ASPH DIKE PER SDRSD G-5AND DETAIL F ON SHEET 06TYPE B ASPH DIKE PER SDRSD G-5AND DETAIL F ON SHEET 06TYPE B ASPH DIKE PER SDRSD G-5AND DETAIL F ON SHEET 06TYPE B ASPH DIKE PER SDRSD G-5AND DETAIL F ON SHEET 06TYPE B ASPH DIKE PER SDRSD G-5AND DETAIL F ON SHEET 06
CURB DATA TABLE
CURB AND GUTTER DATA TABLE
STATIONING BASED ON BOTTOMOUTSIDE EDGE OF DIKEDIKEASPHALT0" MOW CURB
MTS/SD&AE RR TRACK
TYPE B-1 CURB PER SDRSD G-6
TYPE B-1 CURB PER SDRSD G-6TYPE B-1 CURB PER SDRSD G-6TYPE B-1 CURB PER SDRSD G-6 Exhibit A
10 5L = 40'5L = 31'39L = 727'39L = 771'
910 5L = 688'
EXISTING BIKEWAY927BL = 104'(11.87') 8'12'12'
(12.29')12'12' 4'4'6'6'5'0 1 2 3 4 5 6 79
SDG&E R/WMTS R/W
9 101112131415MARINA WAY39L = 879'5L = 881'39L = 883'
MTS R/WMTS R/WMTS R/W
PORT OF SAN DIEGO R/WMTS R/W8' 6'6'8 9 1011121314151612' 12'14'MTS/SD&AE RR TRACKBNSF R/W
NOT FORCONSTRUCTION
GENERAL IMPROVEMENT NOTES
SIGNING AND MARKING NOTES
LEGEND
STRIPING DETAILS
N
MATCHLINE STA 16+77SEE SHEET 60
MATCHLINE STA 07+80SEE BELOW LEFT
MATCHLINE STA 07+80SEE ABOVE RIGHTN
TYPICAL CLASS 1 BIKEWAY /PARKSPACE STRIPING SECTION
12'
2'BUFFER2'BUFFER
BROKEN YELLOW SHARED USE PATH CENTERLINEBIKE LANE LINE, DETAIL 39BIKE LANE LINE, DETAIL 39SECTION PER PLAN4' LANE4' LANE Exhibit A
RR
MARINA WAYCITY R/W
MTS R/WMTS R/W
CITY R/WMARINA WAY
CITY R/W
39L = 496' 22L = 430'161718192021222324W17-1W17-10.5'7'7'0.5' 12'5.5'27BL = 93'W=13.5'11'17181920212223242545L = 496' 5L = 430'15R4-7OM1-1 TYPE N-4 (CA)1414 23R10-15B(RT)23R10-15B(LT) 246 14W10-4(L)W48(CA)(3)14' 40MTS/SD&AE RR TRACK39L = 497' (TOTAL)6 22L = 280'38L = 40'38L = 61'22L = 182' RRRR BAY MARINA DRIVE39L = 342'(TOTAL)
CITY R/WCITY R/W
CITY R/WCITY R/W
CITY R/W
27CL = 215'
39L = 208'
CITY R/W
39L = 237'
1011252539L = 41'
CALTRANS R/W
12'12'12'9L = 215'
4.5'4.5'2'2' 4'4'CL
22L = 40'26
27282930313233
34BNSF R/W
28L=131'27BL = 128'
27BL = 151' 11
5L = 244'
3L = 41'
1210'X7'
6 14R5-1R5-1a14R2-1(30)R28E(CA)(MOD)18W34A (CA) (MOD)W12-2 (MOD)18R30E (CA) (MOD)R81 (CA)R81A (CA) 18W1-7OM1-1 TYPE N-4 (CA)
66 14R81 (CA)R81A (CA)
6 23R9-6
23R9-6
23R10-15(RT)R13A(CA)
923R5-1R5-1a23R9-366666
18W34A (CA) (MOD)W12-2 (MOD)
24 23R13A(CA)2L=10'41614R8-8
100'33
100'3328L = 94' 113 4 5 6 7 8 9 101114R49(R)(CA)
17R9-3 (DOUBLESIDED)
14W10-1W48(CA)(3)18R30E(CA)(MOD)R81(CA)18R30E(CA)(MOD)R81(CA)11.5'6622L = 245'2L=35' 2L=67'9L = 124'9L = 62'38L = 105'38L = 115'BNSF R/W 622L=23'15R8-89L = 97'2L=28'9L = 70'
BNSF RR TRACKSBNSF RR TRACKS
23OM1-1W1-6
639L = 900'(TOTAL)
6100'3311'11' 8' 12'12'12'27'3319'3317R9-3 (DOUBLE SIDED)17R15-8 (DOUBLE SIDED)17R15-8 (DOUBLE SIDED) 38L = 40'61028L = 144'9L = 97'22L=22'23R8-88' 28L = 93'28L = 145' 43R49(CA)(L)114W10-1W48(CA)(3)
NOT FORCONSTRUCTION
GENERAL IMPROVEMENT NOTES
CLEVELAND AVE
LEGENDSTRIPING DETAILS
N
MATCHLINE STA 33+89SEE SHEET 61
MATCHLINE STA 24+70SEE BELOW LEFT
MATCHLINE STA 24+70SEE ABOVE RIGHTN
MATCHLINE STA 16+77SEE SHEET 59
I-5 OFFRAMP
TIDELANDS AVE
SIGNING AND MARKING NOTES
Exhibit A
RRRRRRRRRRRR
RR
RR
RR
RRRR5L = 390'R/W
BNSF R/WBNSF R/WR/WHARBOR DRIVE9L = 75'38L = 122' 10
14R100B (CA) (MOD)14S8 (CA) (MOD)195'5'12'
END 75+85.88
14W10-2(L)
FROMTO23S8 (CA)(MOD)2L = 33'
39L = 390'39L = 391'
27BL = 76'12'38L = 125'9L = 388'12'11.5'11' 13.5'12'
L = 37'HARBOR DRIVE38L = 76'27BL = 122'66 19'3331'33126'33 2L=4'23R1-1
14W10-114W10-1214W10-1242L=24'42L=24'
3950% SCALE3950% SCALE23W10-1(30"x30")23W10-3(R)(30"x30")10' X 35'104' X 12'2 3 4 5 6 7 8 9
MTS/SD&AE RR TRACK
BNSF RR TRACKMTS R/WMTS R/W88 88 88 23R26 (CA)
23R26 (CA)
28L = 11'28L = 14'
28L = 15'28L = 20'DOT #026900R BNSF SANDIEGO SUBDIVISIONREMOVE BNSFSIGNAL HOUSEANDTERMINATIONBOX BY BNSFFORCES 42L=5.5'3950% SCALE23W10-3(L)(30"x30")9.1'28.8'45
44444444444423R26 (CA)
23R26 (CA)
42L=5.5'5L = 37'
39L = 10'39L = 5'39L = 6'39L = 10'39L = 35'39L = 38'
19FROMTO23W10-124
EXISTING RAILROADPAVEMENT MARKING TOBE REMOVED9L = 150' 21L = 7'21L = 8'
23R26 (CA)
R3-7TO
NOPARKING
67(TYP)39L = 373'
CITY R/W
11 2L=37'
6 6CIVIC CENTER DRI-5 ONRAMPI-5 OFFRAMP137BL = 73'38L = 65'1022L = 65' 27BL = 315'
5 9L = 75'4'4' 12'14'
W 14TH ST
R26(CA)
15R1-115R1-114W10-1
5L = 416' 2L = 33'27BL = 76'12'L = 125'L = 388'2L = 37'HARBOR DRIVE38L = 76'14R4-7
10.5'10'23L = 31'23
35W9-16
66 23R81(CA)
66 R81(CA)L = 56'(TOTAL)3915151515W12-2(MOD)1935W4-2R4-1 W10-1R26(CA)
FROMG78-1(CA)(MOD)G78-1(CA)(MOD)R49(CA)
25L = 80'
CLEVELAND AVER/W
14R1-1G7-1G7-1
7(TYP)34
2L = 30'
21L = 50'6
29R49(CA)(R)
22'27'
37.4'12.7'22'6
6 120'3310TO1935R5-10A(MOD)FROM14.3'36.4'13.5' 2'2'6 17.5'38L = 38'12'
CALTRANS R/W
CALTRANS R/WCALTRANS R/W
CALTRANS R/W
264' X 50'
104' X 12'0 1
MTS/SD&AE RR TRACK
6 41L = 73'
23M3-3G27-2M6-1
14R5-1R5-1a14G92 (CA)M1-1M3-3M6-2a(R)14R6-1(R)14R6-1(R)14R5-1R5-1a 5L = 5.5'
NOT FORCONSTRUCTION
MATCHLINE STA 71+17SEE BELOW LEFTMATCHLINE STA 65+30SEE SHEET 62 MATCHLINE STA 71+17SEE ABOVE RIGHTN
SIGNING AND MARKING NOTESLEGEND
STRIPING DETAILS
GENERAL IMPROVEMENT NOTES
N
MCKINLEY AVE
REMOVE BNSFSIGNAL HOUSE ANDTERMINATION BOXBY BNSF FORCES Exhibit A
0 1 2 3 4 5 6
R/W
R/W
PPPP
PP
PP PPPP PP PP PP PPEX 2"C, 6#6 LTG,1#6 GNDADD 2#6 LTGEX 2"C, 6#6 LTG,1#6 GNDADD 2#6 LTG EX 2"C, 6#6 LTG,1#6 GNDADD 2#6 LTGEX 2"C, 6#6 LTG,1#6 GNDADD 2#6 LTGEX (2) 2"C, 6#6 LTG, 1#6 GNDW 32ND ST
MARINA WAY
PPEX. SDG&ETRANSFORMER(#D1776673567718)
EX 2"C, 6#6 LTG,1#6 GND
EX 2"C, 6#6 LTG, 1#6 GNDEX 2"C, 4#6 LTG,1#6 GNDEX 2"C, 4#6 LTG,1#6 GNDEX 2"C, 6#6 LTG, 1#6 GNDEX 2"C, 6#6 LTG, 1#6 GNDEX 2"C, 4#6 LTG,1#6 GND EX 2"C, 6#6 LTG,1#6 GNDADD 2#6 LTGEX 2"C, 6#6 LTG,1#6 GNDADD 2#6 LTGEX 2"C, 6#6 LTG,1#6 GNDADD 2#6 LTGEX 2"C, 6#6 LTG,1#6 GNDADD 2#6 LTGEX 2"C, 6#6 LTG,1#6 GNDADD 2#6 LTG EX 2"C, 6#6 LTG,1#6 GNDADD 2#6 LTG
3CB2"C, 2#6 LTG, 1#6 GND2"C, 2#6 LTG, 1#6 GNDCB
3" PVC (1884)3" PVC (1884)EX 2"C, ADD 2#6 LTG,1#6 GND 9 10 11 12
9 10 11 12
9 10 11 12
6 7 8 9 10 11R/W
R/W
PP PP PP PP PP
MTS R/WBC21BEGIN STA 10+45111 1222 2EX 2"C, 4#6 LTG,1#6 GNDADD 2#6 LTGEX 2"C, 4#6 LTG,1#6 GNDADD 2#6 LTGEX 2"C, 6#6 LTG,1#6 GNDADD 2#6 LTGEX 2"C, 6#6 LTG,1#6 GNDADD 2#6 LTG
MARINA WAY
EX 2"C, 4#6LTG,1#6 GNDEX 2"C, 4#6 LTG,1#6 GNDEX 2"C, 4#6 LTG,1#6 GNDEX 2"C, 4#6 LTG,1#6 GNDEX 2"C, 4#6 LTG,1#6 GNDEX 2"C, 4#6 LTG,1#6 GNDEX 2"C, 6#6 LTG,1#6 GNDADD 2#6 LTGEX 2"C, 6#6 LTG,1#6 GNDADD 2#6 LTG EX 2"C, 4#6 LTG,1#6 GND1 2BNSF RR TRACKS 21 NOT FORCONSTRUCTION
NMATCHLINE STA 6+00SEE SHEET BELOW LEFT
ELECTRICAL SYSTEMS LEGENDCBINSTALL CONDUIT INTO EXISTING PULL BOX.BCINSTALL PULLBOX IN EXISTING CONDUIT RUN.PPPROTECTED IN PLACE.SCSPLICE NEW TO EXISTING CONDUCTORS.1FURNISH AND INSTALL PATHWAY LIGHTING BOLLARD SPACED EVERY 35'. SEE DETAIL A.2FURNISH AND INSTALL 2" CONDUIT WITH 2#6 LTG AND 1#6 GND.3FURNISH AND INSTALL SERVICE PEDESTAL PER SDRSD E-03 AND SDG&E CO. REQUIREMENTS.
MATCHLINE STA 6+00SEE ABOVE RIGHT
N
MATCHLINE STA 11+50SEE SHEET 65
PULLBOXEXISTING ELECTROLIER MAST ARMCONDUITLEGENDEXISTING CONDUITLIGHTING BOLLARD LIGHTING AND ELECTRICAL GENERAL NOTES:1.ALL POLES, CONDUIT, AND PULL BOX LOCATIONS SHOWN ARE APPROXIMATE. ACTUAL LOCATIONS SHALL BE DETERMINED BY FIELD CONDITIONS AT THE TIME OF CONSTRUCTION AND AS DIRECTED BY THEENGINEER. PULL BOXES SHALL NOT BE PLACED WITHIN THE PEDESTRIAN CURB RAMP AND DRIVEWAYS UNLESS APPROVED BY THE ENGINEER.2.LOCATION OF ALL UNDERGROUND UTILITIES ARE APPROXIMATE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS AND VERIFY ALL CONDITIONS ON THE JOB SITE PRIOR TO INSTALLINGEQUIPMENT.3.CONTRACTOR SHALL POTHOLE EACH STREET LIGHT AND RECTANGULAR RAPID FLASHING BEACON (RRFB) LOCATION PRIOR TO INSTALLATION. A MINIMUM OF 12" OF CLEAR SPACE MUST BE PROVIDEDFROM THE LIGHT AND RRFB FOUNDATION TO THE ADJACENT UTILITY.4.IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO REPAIR ANY DAMAGES THAT OCCUR DURING INSTALLATION OF ELECTRICAL EQUIPMENT. ALL COSTS FOR ANY REPAIRS SHALL BE AT THECONTRACTOR'S EXPENSE.5.PULL BOXES SHALL BE NO. 5 AND CONDUIT 2" UNLESS OTHERWISE NOTED. PULL BOXES SHALL BE INSTALLED PER SDRSD I-15.6.ALL NEW STREET LIGHTS SHALL HAVE A PULLBOX ADJACENT TO THE POLE UNLESS OTHERWISE SHOWN.7.NATIONAL ELECTRICAL CODE (NEC) WIRE COLOR CODING SHALL BE USED FOR ALL ELECTRICAL WORK.8.ALL TREES AND SHRUBS SHALL BE TRIMMED OR REMOVED AS DETERMINED BY THE ENGINEER AS REQUIRED TO MAINTAIN VISIBILITY AND SIGHT DISTANCE.9.ALL NARROW ELECTRICAL TRENCHING AND BACKFILL SHALL BE ACCORDING TO SAN DIEGO REGIONAL STANDARD DRAWING G-33.10.ALL CONDUIT CROSSING WATER MAINS SHALL PROVIDE 12" MINIMUM VERTICAL SEPARATION. CONDUIT CROSSINGS SHALL BE PERPENDICULAR TO WATER MAINS TO THE EXTENT FEASIBLE.12. SDG&E STAND-BY IS REQUIRED WHEN EXCAVATING WITHIN 10' OF ANY HIGH PRESSURE GAS MAIN. EXCAVATION SHALL BE BY HAND DIG ONLY WITHIN 5'. CONTRACTOR SHALL COORDINATE WITH SDG&E AMINIMUM OF TWO WEEKS IN ADVANCE OF THE EXCAVATION.13. VERTICAL CLEARANCE OF 18" MIN SHALL BE PROVIDED BETWEEN ALL PROPOSED UTILITIES CROSSING 3" OR LARGER DIAMETER GAS MAINS.14.VERTICAL CLEARANCE OF 12" MIN SHALL BE PROVIDED BETWEEN ALL PROPOSED UTILITIES CROSSING GAS LINES 2" AND BELOW.15.HORIZONTAL CLEARANCE OF 5' FROM EDGE OF SDG&E PIPE AND 3' UNDISTURBED SOIL IS REQUIRED FROM PROPOSED PARALLEL UTILITIES.16.HORIZONTAL CLEARANCE OF 12" MIN SHALL BE PROVIDED BETWEEN PROPOSED UTILITY APPURTENANCES AND EXISTING GAS AND ELECTRICAL FACILITIES/STRUCTURES.17.POLE BRACING BY SDG&E SHALL BE REQUIRED WHEN EXCAVATING WITHIN 5' OF EXISTING POWER POLES. EXCAVATION SHALL BE BY HAND DIG ONLY. CONTRACTOR SHALL COORDINATE WITH SDG&E AMINIMUM OF TWO WEEKS IN ADVANCE OF THE EXCAVATION.
BASE MOUNTDETAILMOUNTING HOLEPATTERN7.58"6.25"1.25"
2.54"
9"42"
DETAIL ANOT TO SCALE
2700K CCTLUMINAIRE3"8"
Exhibit A
EX 2"C, 4#6 LTG, 1#6 GND13 14 15 16 17 1813 14 15 16 17 1813 14 15 16 17 18 12 13 14 15 16 17
MTS R/WMTS R/W
R/W
111111 11111 111111END STA 17+94.7222222 222222 2 222
MARINA WAYEX 2"C, 4#6 LTG,1#6 GNDEX 2"C, 4#6 LTG,1#6 GNDEX 2"C, 4#6 LTG,1#6 GNDEX 2"C, 4#6 LTG,1#6 GND EX 2"C, 2#6 LTG,1#6 GNDR/W EX 2"C, 4#6 LTG,1#6 GNDEX 2"C, 4#6 LTG, 1#6 GNDEX 2"C, 4#6 LTG, 1#6 GNDEX 2"C, 2#6 LTG,1#6 GNDEX 2"C, 2#6 LTG,1#6 GND EX 2"C, 2#6 LTG,1#6 GND
2 MTS/SD&AE RR TRACKS12 1 2
NOT FORCONSTRUCTION
N
MATCHLINE STA 11+50SEE SHEET 64
PULLBOXEXISTING ELECTROLIER MAST ARMCONDUITLEGENDEXISTING CONDUITLIGHTING BOLLARD ELECTRICAL SYSTEMS LEGENDBCINSTALL PULLBOX IN EXISTING CONDUIT RUN.PPPROTECTED IN PLACE.SCSPLICE NEW TO EXISTING CONDUCTORS.1FURNISH AND INSTALL PATHWAY LIGHTING BOLLARD SPACED EVERY 35'. SEE DETAIL A.2FURNISH AND INSTALL 2" CONDUIT WITH 2#6 LTG AND 1#6 GND.
MTS R/W
Exhibit A
WWWWW
GGGGGGGGGGGGG
OHEOHEOHEOHEOHEOHEOHEOHE
SSSSSSSSSSSSSSSSSS
G
OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE
OHEOHEOHEOHE OHEOHEOHEOHEOHEOHEOHE
GGGG
GGGGGGG
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS
GGGGGGG
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS
GGGGGGGGGGGGGGGGGGGGGGG
WWWWWWWWWWWWWWWWWW
WWWW
WWWWWWWWSSSSSSTTTTTTTTABD 8" STEEL (W.O.#A3079)(1048-D)
GGGGGGG
GGG
GGOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE
COMMCOMMCOMMCOMMCOMMCOMMCOMM
COMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMM
SDSDSDSDSDSDSDSD
SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD
01 3
4 5
6 0 100
CALTRANSR/WAC
E GH
JII'N
14141718 Ø2Ø2Ø5Ø6Ø1Ø6
Ø2Ø2Ø5
Ø3Ø3Ø3Ø7Ø7OLCOLCØ6 Ø8Ø8Ø5
Ø8Ø6Ø6
OLAØ7P
Ø7PØ7PD
Ø7PØ8P
Ø8P
OLA
11 9
7 34
1 513
ABABAB12 LOOPS112 LOOPSPPEVP-C(Ø1+Ø6)
PPEVP-B(Ø7)PPEVP-D(Ø3)RSVIDEO DETECTIONCAMERARSVIDEO DETECTIONCAMERARSVIDEODETECTIONCAMERA 2 PPR10-11b
PPSTREET NAME SIGNPPR10-11bPPR10-11PPR3-4RSR61-17(CA)(MOD) 3R61-34(CA)(MOD)3G8-1(CA)(MOD-2)AB
PPR61-17(CA)(MOD)PPSTREET NAME SIGNPPR3-4
PPR10-11b
12 LOOPS
SEE DETAIL B
Ø3
PPR10-11bPVSEE DETAIL APV
SEE DETAIL AØ6
Ø7Ø8
CBRC
RSPED BARRICADER49(CA)(L/R)R/W
R/W
OLD
EX. 2"C, ADD 2 DLC
Ø8Ø7
RCØ3 CALTRANS R/WØ2P
HARBOR DRIVEI-5 SB ON-RAMPI-5 NBOFF-RAMP
RCJ'6
12 17171718181819191919
1 3
7 12
RAISED MEDIANRAISED MEDIAN
R/W
CB
AB
R/W#6E2R13A(CA)
PPSERVICEPEDESTAL
RSPED BARRICADER49(CA)(L/R)
Ø3
AB
2R13A(CA)
CALTRANS R/W
14R9-5
14R9-5
12EVP-A(Ø2+Ø5)
15 PPGRIDSMARTCAMERA
13 9
121212
2 PPSTREET NAME SIGN
8865 Ø6
10101010
11111111
18 LOOPS18 LOOPS
131 LOOP131 LOOP
2"C, 2 DLC
112 LOOPS
PPEX. MDCS(7), (3) FO12
RCBC
113 LOOPS
PPFIBER SPLICEVAULTPPEX. MDCS(7),(1)FO12, (1) FO144, (1) FO288PPEX. MDCS(6),(1) FO144, (1) FO288 2W12-2(14'-10")STREET NAME SIGN
RSEX. PBA
#5
Ø6
2R9-3
111222 333
4444
66677788
B
F
3"C, 16 LOOP WIRES
2R9-3RC
FARSTELEPHONEDEMARCATION CABINETAB
K11
CIVICCENTERDRIVE2R13A(CA)
SEE DETAIL C
CB
2"C, 12 LOOP WIRES
2"C, 4 DLC
Ø1
Ø7P Ø2P
CB
EX. 2"C, 1 DLC
CB
BCRC
BCAB
3"C, 2 DLC, 1#8 CG(CALTRANS)3"C, 1#8 CG, (1) 18CSC (RRINTERCONNECT) (CITY) 3"C, 1#8 CG, (1) 18CSC (RRINTERCONNECT) (CITY)
3"C, 1#8 CG, (1) 18CSC (RRINTERCONNECT) (CITY)
CIVIC CENTER C/LHARBOR C/L
#6E
10 10PPEX. TYPE 342 LXCABINET W/ 2070CONTROLLER
3"C, 2 DLC, 1#8 CG(CALTRANS)
POLE & EQUIPMENT SCHEDULENO.STANDARDLUM.PLACEMENTMOUNTING AND PLACEMENTNOTESTYPEHEIGHTSIG.M.A.LUM.M.A.LEDABVEHICLE SIGNALPED SIGNALPUSH BUTTONMOUNTINGINDICATIONPHASEMOUNTINGPHASELOCATIONPHASE(26-4-80)(30')(45')(15')(130W)EX.EX.(MAT)(MAS)(MAS)(SV-1-T)(RA,YA,GA)(R,Y,G)(R,Y,G)(R,Y,G)(Ø1)(Ø6)(Ø6)(Ø6)--(4)(Ø7P)REMOVE AND SALVAGE EXISTING ITERISVIDEO DETECTION CAMERA. ALL OTHEREXISTING EQUIPMENT TO REMAIN.PBA5'-7"---7'-2"2'-6"-----8Ø7PALL NEW EQUIPMENT.(1-A)(10')---EX.EX.(TV-1-T)(RA,YA,GA)(Ø3)SP-1-TØ7P--ALL OTHER EXISTING EQUIPMENT TOREMAIN.(29-5-100)(30')(45')(12')(130W)EX.EX.(MAS-4B)(MAS)(MAS)(MAS-4B)(SV-2-T)-(R,Y,G,GA)(R,Y,G)(RA,YA,GA)(R,Y,G,GA)(R,Y,G)(R,Y,G)(Ø3)(Ø3)(Ø7)(Ø7)(Ø7)(Ø8)SP-1-TØ7P1Ø7PREMOVE AND SALVAGE (2) EXISTINGITERIS VIDEO DETECTION CAMERAS.ALL OTHER EXISTING EQUIPMENT TOREMAIN.(17-2-100)(30')(20')(15')(130W)EX.EX.(MAS)(SV-1-T)(R,Y,G)(R,Y,G)(Ø6)(Ø6)SP-2-T-Ø7PØ8P(3)(5)(Ø8P)(Ø7P)ALL OTHER EXISTING EQUIPMENT TOREMAIN.PBA5'-7"---4'-0"5'-10"-----31Ø8PØ7PALL NEW EQUIPMENT.(17-2-100)(30')(20')(15')(130W)EX.EX.(MAS-4B)(SV-1-T)(SV-1-T)(R,Y,G,GA)(R,Y,G)(R,Y,G)(OLC)(Ø8)(OLC)SP-1-TØ8P7Ø8PALL OTHER EXISTING EQUIPMENT TOREMAIN.(18-3-100)(17')(25')--EX.EX.(MAS)(SV-2-T)-(RA,YA,GA)(RA,YA,GA)(R,Y,G)(Ø8)(Ø5)(Ø8)----REMOVE AND SALVAGE EXISTING ITERISVIDEO DETECTION CAMERA. ALL OTHEREXISTING EQUIPMENT TO REMAIN.(26-4-80)(30')(40')(15')(130W)EX.EX.(MAT)(MAS)(MAS)(SV-1-T)(RA,YA,GA)(R,Y,G)(R,Y,G)(R,Y,G)(Ø5)(Ø2)(Ø2)(Ø2)(SP-1-T)(Ø2P)-- REMOVE AND SALVAGE EXISTINGEQUIPMENT.29-5-10030'55'15'130W17'-10"1'-6"MATMASMASRA,YA,GAR,Y,GR,Y,GØ5Ø2Ø2---- ALL NEW EQUIPMENT.(1-A)(10')---EX.EX.(TV-2-T)-(RA,YA,GA)(R,Y,G)(OLD)(Ø3)--(2)(Ø2P)REMOVE AND SALVAGE EXISTINGEQUIPMENT.1-A10'---"CIVIC CENTER" LINE;STA 3+64.7, 20.6' RTV-2-T-RA,YA,GAR,Y,GOLDØ3SP-1-TØ2P-- ALL NEW EQUIPMENT.PBA5'-7"---"CIVIC CENTER" LINE;STA 3+70.4, 24.3' R-----2Ø2PALL NEW EQUIPMENT.(19-4-80)(30')(30')(15')(130W)EX.EX.(MAT)(MAS)(SV-2-T)-(RA,YA,GA)(R,Y,G)(R,Y,G)(RA,YA,GA)(OLD)(OLD)(OLD)(Ø1)(SP-2-T)-(Ø7P)(Ø2P)(4)(2)(Ø7P)(Ø2P)RELOCATE WIRELESS RADIO PER PLAN.REMOVE AND SALVAGE ALL OTHEREQUIPMENT.19-4-10030'25'12'130W"CIVIC CENTER" LINE;STA 3+17.2, 33.3' LMATMASSV-1-TBRA,YA,GAR,Y,GR,Y,GOLDOLDOLDSP-2-T-Ø7PØ7P2Ø2PSV-1-TB (OLD) SIGNAL HEAD SHALL BEMOUNTED MIN 17' FROM BOTTOM OFSIGNAL HEAD TO FINISHED GRADE.RELOCATE WIRELESS RADIO PER PLAN.ALL OTHER EQUIPMENT IS NEW.PBA5'-7"---"CIVIC CENTER" LINE;STA 3+26, 31.5' L-----2Ø2PALL NEW EQUIPMENT.15TS30'-12'130W25'-0"4'-0"SV-1-TBRA,YA,GAOLASP-1-TØ7P1Ø7PALL NEW EQUIPMENT.PBA5'-7"---"CIVIC CENTER" LINE;STA 3+21.4, 48.8' L-----5Ø7PALL NEW EQUIPMENT.1-A10'---"CIVIC CENTER" LINE;STA 3+31.1, 44.5' LTV-2-T-RA,YA,GARA,YA,GAOLAØ1SP-1-TØ2P-- ALL NEW EQUIPMENT.PBA5'-7"---"CIVIC CENTER" LINE;STA 3+45.1, 39.6' L-----4Ø7PALL NEW EQUIPMENT.NOTE: ALL NEW EQUIPMENT UNLESS NOTED AS EXISTING IN (PARENTHESIS).ALL NEW LED LUMINAIRES SHALL BE LEOTEK GCM1-60J-MV-30K-3R-GY-110-PCR7-CR-WL-DSC-CF-CT-SP2-AD OR APPROVED EQUAL.ALL NEW PEDESTRIAN PUSH BUTTONS SHALL BE TOUCHLESS PEDSAFETY GUARDIAN WAVE FS 912 APS OR APPROVED EQUAL.
ABDGHJ
EII'KLL'O
J'
56856856787
7 FC
5687
FAFA
FA
NM 9
PQ
7 7
7777
CONDUIT & CONDUCTOR SCHEDULEAWG SIZEORCABLE TYPEPOLEORCIRCUITCONDUIT SIZE AND RUN(2-3")(1-4")3 CONDPOLEPOLEPOLEPOLE 12 COND
POLEPOLEPOLEPOLEPOLEPOLEPOLEPOLE3 & 12 COND TOTALS#6SIGNAL SERVICE#8COMMON GROUND#10SAFETY LIGHTING TYPE"B"DLCØ2 LOOP DET.
EV-DLCEV DETECTIONTOTAL CONDUCTORS / CABLESNOTE: ALL NEW WIRING AND CONDUIT UNLESS NOTED AS EXISTING IN (PARENTHESES). 1122334455667788ABCDEFGI'J'KL'M
191011112
57561135121112334556 2222221 111111
Ø5 LOOP DET.Ø8 LOOP DET.3222927171287 262729
#12ILLUMINATED SNS
POLEH
1-4"(1-4")12
21 (1-4")(1-3")2-3"2-3"2-3"3"3-3"(2-4")
561013
13 1
(2-4")1
4129 5521CAT5E (OCC)11 21VIDEO DETECTION
F.O.SIG. INTERCONNECT(3)Ø1 LOOP DET.Ø3 LOOP DET.Ø6 LOOP DET.Ø7 LOOP DET.OLA LOOP DET. 1111 1141321
4422112223333 1111 231
1111222222222 222 2118-CONDRR INTERCONNECT
1111
POLENPOLEOPOLEPPOLEQ
111121121112111121111111111112111111111111112111111111111121 11121 111211121122111111
1 33 33 33 111122 2211111
1-3"(1-4")
Ø2P LOOP DET.Ø7P LOOP DET.11111
1 GGGGGGGCOMMCOMMCOMMCOMMCOMMCOMMCOMM
31516AB2 LOOPS12 LOOPS
ABR/W
Ø2285' TO LIMIT LINERAISED MEDIAN
AB
3"C, 1#8 CG, (1) 18CSC (RR INTERCONNECT)3"C, 2 DLC, 1#8 CG(CALTRANS)3"C, 1#8 CG, (1) 18CSC (RRINTERCONNECT) (CITY)
SSSSSSSS
GGGGGG
WWWWWGGCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMSDSDSDSDSDSDSDRC RLROADSIDEUNIT ANDMOUNTINGKITL'8Ø2P2R13A(CA)
OLDOLDOLDL
PVPVPV
14R9-5MQOPØ7P3G8-1(CA)(MOD-1)Ø7P
OLAØ1RC
2R14-1(MOD)(L)2R14-1(MOD)(R)SNS
1079
#6E
14R9-53R3-4
2"C, 2 DLC3"C, 1#8 CG, (1) 28CSC(RR INTERCONNECT)(CITY)#6E16 REGISTEREDPROFESSIONALENGINEERSTATEOFCALIFORNIACIVILC 81522 TOMOTAKAHASHINOT FORCONSTRUCTION EXISTING PHASE DIAGRAMØ1Ø2Ø3Ø5Ø6
18765432
PPB LOCATION
TRAFFIC SIGNAL CONSTRUCTION NOTES:ABANDON AS NOTED. IF APPLIED TO CONDUIT, REMOVECONDUCTORS.ADJUST TO GRADE.FURNISH AND INSTALL NEW PB INTO EXISTING CONDUIT RUN.INSTALL CONDUIT INTO EXISTING PULL BOX.FOUNDATION TO BE ABANDONED.PROTECT IN PLACE PER PLAN.EQUIPMENT OR MATERIAL TO BE REMOVED AND BECOME THEPROPERTY OF THE CONTRACTOR.REMOVE AND SALVAGE EQUIPMENT.SPLICE NEW TO EXISTING CONDUCTORS.FURNISH AND INSTALL VEHICLE LOOP DETECTOR PER DETAILD ON SHEET 69.FURNISH AND INSTALL SIGN ON POLE PER PLAN.FURNISH AND INSTALL SIGN ON SIGNAL MAST ARM PER PLAN.FURNISH AND INSTALL INTERCONNECTED WARNING LABELFOR SIGNAL INTERCONNECT TO BNSF RR SIGNAL HOUSE.REMOVE AND SALVAGE EX. PEDESTRIAN PUSH BUTTON. FILLANY REMAINING HOLES LEFT IN STANDARD WITH CENTRALGALVANIZED STEEL FASTENERS.EXISTING PED SIGNAL HEAD AND MOUNTING TO BE REMOVEDAND BECOME THE PROPERTY OF THE CONTRACTOR.
FURNISH AND INSTALL TOUCHLESS APS PPB.FURNISH AND INSTALL PED SIGNAL HEAD ON NEW MOUNTING.FURNISH AND INSTALL PROGRAMMED VISIBILITY (PV) HEAD.YELLOW INDICATION SHALL NOT BE MASKED. PV HEADPLACEMENT SHALL BE AT A POINT WHERE VISIBILITY IS 3.5 FTABOVE GROUND FOR PASSENGER CARS AND 8 FT ABOVEGROUND FOR A TRUCK. PV HEAD ADJUSTMENT SHALL BECONDUCTED IN THE FIELD PER CALTRANS INSPECTORSWORKING ON BEHALF OF THE CALTRANS ENGINEER.FURNISH AND INSTALL (1) 242L DETECTOR CARD FORRAILROAD INTERCONNECT INPUT.FURNISH AND INSTALL GRIDSMART BELL CAMERAPERFORMANCE PLUS MODULE ON SIGNAL MAST ARM PERMANUFACTURER'S RECOMMENDATIONS.FURNISH AND INSTALL SINGLE CHANNEL EMERGENCYVEHICLE PREEMPTION EQUIPMENT ON SIGNAL MAST ARM PERDETAIL D ON TRAFFIC SIGNAL NOTES AND DETAILS SHEET.FURNISH AND INSTALL BIKE LOOP DETECTOR PER DETAILS AAND C ON SHEET 69.FURNISH AND INSTALL SIGN ON POLE. SIGN SHALLBE INSTALLED ADJACENT TO PED SIGNAL HEAD.REMOVE AND SALVAGE EXISTING ITERIS VIDEO DETECTIONCARDS.COIL MINIMUM 200' OF CAT6 CABLE (OCC) IN #6E PULLBOX FORFUTURE CONNECTION OF ROADSIDE UNIT TO TRAFFIC SIGNALCONTROLLER.
ABAGBCCBFAPPRCRSSC123456
78910111213141516
115'
DETAIL AGREEN ARROWYELLOW BALLRED BALLGREEN BALL{SIMULTANEOUSACTIVATION(SHARED WIRETERMINATION)DETAIL BGREEN ARROWYELLOW BALLRED BALLGREEN BALL{SIMULTANEOUSACTIVATION(SHARED WIRETERMINATION)
ONLYONLY
TURNON REDNO
TURNONREDNO
NO PED CROSSINGUSE CROSSWALKR49(CA)(L OR R)42"X18"
R10-1136"X48"NO PED CROSSINGUSE CROSSWALK
SIGN LEGENDR3-424"X24"R10-11b36"X48"R61-17(CA)(MOD)48"X30"
MCKINLEYAVE
ON RED
ONLYONLYONLYR13A(CA)18"X30"R61-34(CA)(MOD)48"X30"
Ø7Ø8
R14-1(MOD)(L OR R)24"X30"TRUCKROUTETRUCKROUTEUSEPEDSIGNALR9-512"X18" SEE SHEET 71MATCHLINE
G8-1(CA)(MOD-2)72"X24"
NOTUSEDØ4
ABBREVIATIONS LIST:EX.-EXISTINGMDCS -MULTI-DUCT CONDUIT SYSTEMOCC-OUTDOOR CATEGORY CABLE G8-1(CA)(MOD-1)72"X24"
PROPOSED PHASE DIAGRAMØ1Ø2Ø3Ø5Ø6Ø7Ø8NOTUSEDØ4FLASHING OPERATIONS SHALL BE ALL RED DURING FAULT STATE.
R9-324"X24"
14'-10"W12-2(14'-10")36"X36"
OLAOLAOLAOLDOLAOLC
DETAIL CSCALE: 1"= 10'
Exhibit A
W
C
C91401"
C105881" C11197112" C121391"
NOT FORCONSTRUCTION
1 2
345678HUNTER INDUSTRIES SHRUB ADAPTER BODY WITH MP-ROTATOR NOZZLE MODEL # PROS-00-PRS30-CV FOR PLANTINGS AWAY FROMPEDESTRIAN TRAFFIC, TOP OF SLOPE, NEXT TO FENCE OR WALL OR IN THE MIDDLE OF A LARGE PLANTING AREA.9RECORD DRAWINGS AND SUBSEQUENT AS-BUILT DRAWINGS ARE CRITICAL. THE CONTRACTOR IS REQUIRED TO MAINTAIN AN UPDATED RECORDING OFALL INSTALLED EQUIPMENT EACH DAY UPON INSTALLATION. tHE RECORD DRAWINGS WILL BE MAINTAINED ON-SITE, AVAILABLE FOR REVIEW AT ANY TIME.THIS RECORD DRAWING IS TO BE SUBMITTED FOR APPROVAL, WHEN REQUESTED AND THEN USED TO CREATE THE AS-BUILT DRAWINGS. PLEASE SEESPECIFICATION FOR THIS ISSUE.10AS PART OF THIS WORK, THE CONTRACTOR WILL PROVIDE 2 COPIES OF THE FULL SIZED, DIGITIZED RECORD DRAWINGS TO REFLECT ACCURATE AS-BUILTCONDITIONS. THESE AS-BUILT DRAWINGS WILL ALSO BE REPRODUCED, COLORED CODED AS A CONTROLLER CHART, REDUCED IN SIZE TO FIT WITHIN THEIRRIGATION CONTROLLER ENCLOSURE. TWO COPIES OF THE CONTROLLER CHARTS TO BE SUBMITTED TO THE OWNER'S REPRESENTATIVE.11 CONTROL ZONES ARE DIVIDED INTO HYDROZONES ACCORDING TO ENVIRONMENTAL EXPOSURE, PLANT TYPE, ZONE EFFICIENCY, AND RATEOF SYSTEM APPLICATION. THIS ZONE SEPARATION, BASED ON ARCHITECTURAL PLANS, CANNOT ALWAYS ANTICIPATE ACTUAL CONDITIONSTHAT MAY IMPACT ENVIRONMENTAL EXPOSURE. THE CONTRACTOR MUST BE AWARE OF THIS POSSIBILITY AND KNOW THAT AREASINFLUENCED PRIMARILY BY SHADE MUST NOT BE ZONED WITH AREAS OF PREDOMINATE SUN EXPOSURE.
ROADWAY CROSSING- MAINLINE, LATERAL LINE AND CONTROL WIRE SLEEVES UNDER ALL PAVING. SLEEVES TWO TIMES DIA. OF PIPE, 2" MIN.(TYP.) PULL BOX- CONTROL WIRE SLEEVES UNDER ALL PAVING TO TERMINATE AT A PULL BOX (BOTH ENDS).
SINGLE REMOTE CONTROL VALVES TO BE INSTALLED ON MANIFOLD IN 12" RECTANGULAR VALVE BOX. INSTALL NO MORE THAN 3 RCV'SDOWNSTREAM IN ONE MANIFOLD LOCATION. SEPARATE VALVE MANIFOLD GROUPS BY 10' MIN.LOCATIONS SHOWN DIAGRAMMATICALLY. ALL EQUIPMENT TO BE INSTALLED WITHIN PLANTING AREAS OR LOCATED AS DIRECTED BY THELANDSCAPE ARCHITECT AND/OR OWNER'S AUTHORIZED REPRESENTATIVE.ROUTE IRRIGATION MAINLINE AND CONTROL WIRE 12" TO 18" FROM BACK OF CURB OR WALK.
IRRIGATION CONTROLLER-120 VAC POWER TO BE OBTAINED FROM THE EXISTING CONTROLLER. CONTRACTOR SHALL ROUTE POWER CABLE TO CONTROLLER INPVC CONDUIT AND MAKE PERMANENT CONNECTION TO THE CONTROLLER. ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNINGORDINANCE AND/OR LOCAL CODE. THIS WORK TO INCLUDE CERTIFICATION FROM IMPERIAL TECHNICAL SERVICES EVIDENCE OFPROPER FUNCTION OF CONTROLS WITH FLOW SENSING AND MASTER CONTROL VALVE REACTION, OF WEATHER SENSING ANDSCHEDULE ADJUSTMENT REACTION. FINAL INSTALLATION WILL BE COMPLETED TO THE SATISFACTION OF THE CITY OF NATIONAL CITY.THE IRRIGATION P.O.C. SHALL BE AT A SERVICE LINE DOWNSTREAM OF A DEDICATED IRRIGATION POTABLE WATER METER. THECONTRACTOR SHALL VERIFY LOCATION IN THE FIELD. CONNECT NEW IRRIGATION P.O.C. EQUIPMENT AS DETAILED AND EXTENDSYSTEM AS SHOWN.PLANS ARE DEVELOPED FOR A 2" METER / 2" SERVICE LINE. PRIOR TO COMMENCING WORK OR PURCHASE OF MATERIALS, THECONTRACTOR WILL FIELD VERIFY:A.SERVICE LINE SIZE AND TYPE, METER SIZE AND TYPE, BACKFLOW PREVENTION DEVICE ASSEMBLY SIZE AND TYPE, AND ACTUALLOCATION IN RELATION TO THE PROPOSED CONTROL HEAD ASSEMBLY AS ILLUSTRATED.B.STATIC WATER PRESSURE AT PRIMARY POC UPSTREAM OF BACKFLOW PREVENTION DEVICE. 95 PSI TO BE VERIFIED.CONTRACTOR TO INSTALL A NEW BACKFLOW WHERE THE PREVIOUS ONE WAS SAWED OFF AND INSTALLED WITHIN AN ENCLOSURE.PRIOR TO COMMENCING WORK OR PURCHASE OF MATERIALS, THE CONTRACTOR WILL FIELD VERIFY:A.LINE SIZE AND TYPE, CONTROL WIRE CONDUIT SIZE AND TYPE, AND ACTUAL LOCATION IN RELATION TO THE PROPOSEDCONTROL HEAD ASSEMBLY AS ILLUSTRATED BY DETAIL DRAWING "A1".B.STATIC WATER PRESSURE. 95 PSI TO BE VERIFIED DOWNSTREAM OF BACKFLOW PREVENTION DEVICE.IF ACTUAL POC EQUIPMENT AND/OR INFORMATION IS DISCOVERED TO BE DIFFERENT THAN THAT SHOWN ON THESE DRAWING, THECONTRACTOR WILL IMMEDIATELY NOTIFY THE OWNER'S AUTHORIZED REPRESENTATIVE AND/OR THE LANDSCAPE ARCHITECT.SHOULD THE CONTRACTOR FAIL TO VERIFY THE POC INFORMATION AS SHOWN ON THE PLANS, ANY REVISION REQUIRED DUE TOINADEQUATE PRESSURE OR FLOW WILL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR.REMOTE CONTROL VALVES TO BE HIDDEN FROM CASUAL SIGHT WHEN POSSIBLE. VALVE BOX LIDS TO BE COLOR BLACK FOR MULCH ANDSHRUB AREAS AND COLOR TAN FOR D.G. AND ROCK MULCH. STAKE LOCATION OF ALL VALVES FOR APPROVAL BY LANDSCAPE ARCHITECTAND OR OWNER'S REPRESENTATIVE. (TYPICAL ALL LOCATIONS) IRRIGATION CONSTRUCTION NOTES:
NOTE: ALL BASE INFORMATION FOR THESE PLANS HAS BEEN OBTAINED FROM THE LANDSCAPE ARCHITECT AND REFLECTS ARCHITECTURAL,CIVIL AND/OR MECHANICAL DESIGN AND/OR PLANS. THE LANDSCAPE ARCHITECT OR IRRIGATION CONSULTANT DEPEND ON ACCURACY OFTHIS OBTAINED INFORMATION. CONTRACTOR MUST FIELD VERIFY ACTUAL LOCATIONS.
HUNTER INDUSTRIES 12" POP-UP BODY WITH MP-ROTATOR NOZZLE MODEL # PROS-12-PRS30-CV FOR PLANTINGS ADJACENT TOSIDEWALKS, CURBS OR ANYWHERE NEXT TO PEDESTRIAN TRAFFIC. 72 117
Exhibit A
C-1319.6112C-1434.9112
C-1236.4112
127)25C216758C7,21
1 2
346HUNTER INDUSTRIES SHRUB ADAPTER BODY WITH MP-ROTATOR NOZZLE MODEL # PROS-00-PRS30-CV FOR PLANTINGS AWAY FROMPEDESTRIAN TRAFFIC, TOP OF SLOPE, NEXT TO FENCE OR WALL OR IN THE MIDDLE OF A LARGE PLANTING AREA.9RECORD DRAWINGS AND SUBSEQUENT AS-BUILT DRAWINGS ARE CRITICAL. THE CONTRACTOR IS REQUIRED TO MAINTAIN AN UPDATED RECORDING OFALL INSTALLED EQUIPMENT EACH DAY UPON INSTALLATION. tHE RECORD DRAWINGS WILL BE MAINTAINED ON-SITE, AVAILABLE FOR REVIEW AT ANY TIME.THIS RECORD DRAWING IS TO BE SUBMITTED FOR APPROVAL, WHEN REQUESTED AND THEN USED TO CREATE THE AS-BUILT DRAWINGS. PLEASE SEESPECIFICATION FOR THIS ISSUE.1AS PART OF THIS WORK, THE CONTRACTOR WILL PROVIDE 2 COPIES OF THE FULL SIZED, DIGITIZED RECORD DRAWINGS TO REFLECT ACCURATE AS-BUILTCONDITIONS. THESE AS-BUILT DRAWINGS WILL ALSO BE REPRODUCED, COLORED CODED AS A CONTROLLER CHART, REDUCED IN SIZE TO FIT WITHIN THEIRRIGATION CONTROLLER ENCLOSURE. TWO COPIES OF THE CONTROLLER CHARTS TO BE SUBMITTED TO THE OWNER'S REPRESENTATIVE.11 CONTROL ZONES ARE DIVIDED INTO HYDROZONES ACCORDING TO ENVIRONMENTAL EXPOSURE, PLANT TYPE, ZONE EFFICIENCY, AND RATEOF SYSTEM APPLICATION. THIS ZONE SEPARATION, BASED ON ARCHITECTURAL PLANS, CANNOT ALWAYS ANTICIPATE ACTUAL CONDITIONSTHAT MAY IMPACT ENVIRONMENTAL EXPOSURE. THE CONTRACTOR MUST BE AWARE OF THIS POSSIBILITY AND KNOW THAT AREASINFLUENCED PRIMARILY BY SHADE MUST NOT BE ZONED WITH AREAS OF PREDOMINATE SUN EXPOSURE.
ROADWAY CROSSING- MAINLINE, LATERAL LINE AND CONTROL WIRE SLEEVES UNDER ALL PAVING. SLEEVES TWO TIMES DIA. OF PIPE, 2" MIN.(TYP.) PULL BOX- CONTROL WIRE SLEEVES UNDER ALL PAVING TO TERMINATE AT A PULL BOX (BOTH ENDS).
SINGLE REMOTE CONTROL VALVES TO BE INSTALLED ON MANIFOLD IN 12" RECTANGULAR VALVE BOX. INSTALL NO MORE THAN 3 RCV'SDOWNSTREAM IN ONE MANIFOLD LOCATION. SEPARATE VALVE MANIFOLD GROUPS BY 10' MIN.LOCATIONS SHOWN DIAGRAMMATICALLY. ALL EQUIPMENT TO BE INSTALLED WITHIN PLANTING AREAS OR LOCATED AS DIRECTED BY THELANDSCAPE ARCHITECT AND/OR OWNER'S AUTHORIZED REPRESENTATIVE.ROUTE IRRIGATION MAINLINE AND CONTROL WIRE 12" TO 18" FROM BACK OF CURB OR WALK.
IRRIGATION CONTROLLER-120 VAC POWER TO BE OBTAINED FROM THE EXISTING CONTROLLER. CONTRACTOR SHALL ROUTE POWER CABLE TO CONTROLLER INPVC CONDUIT AND MAKE PERMANENT CONNECTION TO THE CONTROLLER. ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNINGORDINANCE AND/OR LOCAL CODE. THIS WORK TO INCLUDE CERTIFICATION FROM IMPERIAL TECHNICAL SERVICES EVIDENCE OFPROPER FUNCTION OF CONTROLS WITH FLOW SENSING AND MASTER CONTROL VALVE REACTION, OF WEATHER SENSING ANDSCHEDULE ADJUSTMENT REACTION. FINAL INSTALLATION WILL BE COMPLETED TO THE SATISFACTION OF THE CITY OF NATIONAL CITY.THE IRRIGATION P.O.C. SHALL BE AT A SERVICE LINE DOWNSTREAM OF A DEDICATED IRRIGATION POTABLE WATER METER. THECONTRACTOR SHALL VERIFY LOCATION IN THE FIELD. CONNECT NEW IRRIGATION P.O.C. EQUIPMENT AS DETAILED AND EXTENDSYSTEM AS SHOWN.PLANS ARE DEVELOPED FOR A 2" METER / 2" SERVICE LINE. PRIOR TO COMMENCING WORK OR PURCHASE OF MATERIALS, THECONTRACTOR WILL FIELD VERIFY:A.SERVICE LINE SIZE AND TYPE, METER SIZE AND TYPE, BACKFLOW PREVENTION DEVICE ASSEMBLY SIZE AND TYPE, AND ACTUALLOCATION IN RELATION TO THE PROPOSED CONTROL HEAD ASSEMBLY AS ILLUSTRATED.B.STATIC WATER PRESSURE AT PRIMARY POC UPSTREAM OF BACKFLOW PREVENTION DEVICE. 95 PSI TO BE VERIFIED.CONTRACTOR TO INSTALL A NEW BACKFLOW WHERE THE PREVIOUS ONE WAS SAWED OFF AND INSTALLED WITHIN AN ENCLOSURE.PRIOR TO COMMENCING WORK OR PURCHASE OF MATERIALS, THE CONTRACTOR WILL FIELD VERIFY:A.LINE SIZE AND TYPE, CONTROL WIRE CONDUIT SIZE AND TYPE, AND ACTUAL LOCATION IN RELATION TO THE PROPOSEDCONTROL HEAD ASSEMBLY AS ILLUSTRATED BY DETAIL DRAWING "A1".B.STATIC WATER PRESSURE. 95 PSI TO BE VERIFIED DOWNSTREAM OF BACKFLOW PREVENTION DEVICE.IF ACTUAL POC EQUIPMENT AND/OR INFORMATION IS DISCOVERED TO BE DIFFERENT THAN THAT SHOWN ON THESE DRAWING, THECONTRACTOR WILL IMMEDIATELY NOTIFY THE OWNER'S AUTHORIZED REPRESENTATIVE AND/OR THE LANDSCAPE ARCHITECT.SHOULD THE CONTRACTOR FAIL TO VERIFY THE POC INFORMATION AS SHOWN ON THE PLANS, ANY REVISION REQUIRED DUE TOINADEQUATE PRESSURE OR FLOW WILL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR.REMOTE CONTROL VALVES TO BE HIDDEN FROM CASUAL SIGHT WHEN POSSIBLE. VALVE BOX LIDS TO BE COLOR BLACK FOR MULCH ANDSHRUB AREAS AND COLOR TAN FOR D.G. AND ROCK MULCH. STAKE LOCATION OF ALL VALVES FOR APPROVAL BY LANDSCAPE ARCHITECTAND OR OWNER'S REPRESENTATIVE. (TYPICAL ALL LOCATIONS) IRRIGATION CONSTRUCTION NOTES:
NOTE: ALL BASE INFORMATION FOR THESE PLANS HAS BEEN OBTAINED FROM THE LANDSCAPE ARCHITECT AND REFLECTS ARCHITECTURAL,CIVIL AND/OR MECHANICAL DESIGN AND/OR PLANS. THE LANDSCAPE ARCHITECT OR IRRIGATION CONSULTANT DEPEND ON ACCURACY OFTHIS OBTAINED INFORMATION. CONTRACTOR MUST FIELD VERIFY ACTUAL LOCATIONS.
HUNTER INDUSTRIES 12" POP-UP BODY WITH MP-ROTATOR NOZZLE MODEL # PROS-12-PRS30-CV FOR PLANTINGS ADJACENT TOSIDEWALKS, CURBS OR ANYWHERE NEXT TO PEDESTRIAN TRAFFIC. 73 117
Exhibit A
C-1515.91
127)25C216758C7,21
1
5HUNTER INDUSTRIES SHRUB ADAPTER BODY WITH MP-ROTATOR NOZZLE MODEL # PROS-00-PRS30-CV FOR PLANTINGS AWAY FROMPEDESTRIAN TRAFFIC, TOP OF SLOPE, NEXT TO FENCE OR WALL OR IN THE MIDDLE OF A LARGE PLANTING AREA.9RECORD DRAWINGS AND SUBSEQUENT AS-BUILT DRAWINGS ARE CRITICAL. THE CONTRACTOR IS REQUIRED TO MAINTAIN AN UPDATED RECORDING OFALL INSTALLED EQUIPMENT EACH DAY UPON INSTALLATION. tHE RECORD DRAWINGS WILL BE MAINTAINED ON-SITE, AVAILABLE FOR REVIEW AT ANY TIME.THIS RECORD DRAWING IS TO BE SUBMITTED FOR APPROVAL, WHEN REQUESTED AND THEN USED TO CREATE THE AS-BUILT DRAWINGS. PLEASE SEESPECIFICATION FOR THIS ISSUE.1AS PART OF THIS WORK, THE CONTRACTOR WILL PROVIDE 2 COPIES OF THE FULL SIZED, DIGITIZED RECORD DRAWINGS TO REFLECT ACCURATE AS-BUILTCONDITIONS. THESE AS-BUILT DRAWINGS WILL ALSO BE REPRODUCED, COLORED CODED AS A CONTROLLER CHART, REDUCED IN SIZE TO FIT WITHIN THEIRRIGATION CONTROLLER ENCLOSURE. TWO COPIES OF THE CONTROLLER CHARTS TO BE SUBMITTED TO THE OWNER'S REPRESENTATIVE.11 CONTROL ZONES ARE DIVIDED INTO HYDROZONES ACCORDING TO ENVIRONMENTAL EXPOSURE, PLANT TYPE, ZONE EFFICIENCY, AND RATEOF SYSTEM APPLICATION. THIS ZONE SEPARATION, BASED ON ARCHITECTURAL PLANS, CANNOT ALWAYS ANTICIPATE ACTUAL CONDITIONSTHAT MAY IMPACT ENVIRONMENTAL EXPOSURE. THE CONTRACTOR MUST BE AWARE OF THIS POSSIBILITY AND KNOW THAT AREASINFLUENCED PRIMARILY BY SHADE MUST NOT BE ZONED WITH AREAS OF PREDOMINATE SUN EXPOSURE.
ROADWAY CROSSING- MAINLINE, LATERAL LINE AND CONTROL WIRE SLEEVES UNDER ALL PAVING. SLEEVES TWO TIMES DIA. OF PIPE, 2"MIN. (TYP.) PULL BOX- CONTROL WIRE SLEEVES UNDER ALL PAVING TO TERMINATE AT A PULL BOX (BOTH ENDS).
SINGLE REMOTE CONTROL VALVES TO BE INSTALLED ON MANIFOLD IN 12" RECTANGULAR VALVE BOX. INSTALL NO MORE THAN 3RCV'S DOWNSTREAM IN ONE MANIFOLD LOCATION. SEPARATE VALVE MANIFOLD GROUPS BY 10' MIN.LOCATIONS SHOWN DIAGRAMMATICALLY. ALL EQUIPMENT TO BE INSTALLED WITHIN PLANTING AREAS OR LOCATED AS DIRECTED BYTHE LANDSCAPE ARCHITECT AND/OR OWNER'S AUTHORIZED REPRESENTATIVE.ROUTE IRRIGATION MAINLINE AND CONTROL WIRE 12" TO 18" FROM BACK OF CURB OR WALK.
IRRIGATION CONTROLLER-120 VAC POWER TO BE OBTAINED FROM THE EXISTING CONTROLLER. CONTRACTOR SHALL ROUTE POWER CABLE TO CONTROLLER INPVC CONDUIT AND MAKE PERMANENT CONNECTION TO THE CONTROLLER. ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNINGORDINANCE AND/OR LOCAL CODE. THIS WORK TO INCLUDE CERTIFICATION FROM IMPERIAL TECHNICAL SERVICES EVIDENCE OFPROPER FUNCTION OF CONTROLS WITH FLOW SENSING AND MASTER CONTROL VALVE REACTION, OF WEATHER SENSING ANDSCHEDULE ADJUSTMENT REACTION. FINAL INSTALLATION WILL BE COMPLETED TO THE SATISFACTION OF THE CITY OF NATIONAL CITY.THE IRRIGATION P.O.C. SHALL BE AT A SERVICE LINE DOWNSTREAM OF A DEDICATED IRRIGATION POTABLE WATER METER. THECONTRACTOR SHALL VERIFY LOCATION IN THE FIELD. CONNECT NEW IRRIGATION P.O.C. EQUIPMENT AS DETAILED AND EXTENDSYSTEM AS SHOWN.PLANS ARE DEVELOPED FOR A 2" METER / 2" SERVICE LINE. PRIOR TO COMMENCING WORK OR PURCHASE OF MATERIALS, THECONTRACTOR WILL FIELD VERIFY:A.SERVICE LINE SIZE AND TYPE, METER SIZE AND TYPE, BACKFLOW PREVENTION DEVICE ASSEMBLY SIZE AND TYPE, AND ACTUALLOCATION IN RELATION TO THE PROPOSED CONTROL HEAD ASSEMBLY AS ILLUSTRATED.B.STATIC WATER PRESSURE AT PRIMARY POC UPSTREAM OF BACKFLOW PREVENTION DEVICE. 95 PSI TO BE VERIFIED.CONTRACTOR TO INSTALL A NEW BACKFLOW WHERE THE PREVIOUS ONE WAS SAWED OFF AND INSTALLED WITHIN AN ENCLOSURE.PRIOR TO COMMENCING WORK OR PURCHASE OF MATERIALS, THE CONTRACTOR WILL FIELD VERIFY:A.LINE SIZE AND TYPE, CONTROL WIRE CONDUIT SIZE AND TYPE, AND ACTUAL LOCATION IN RELATION TO THE PROPOSEDCONTROL HEAD ASSEMBLY AS ILLUSTRATED BY DETAIL DRAWING "A1".B.STATIC WATER PRESSURE. 95 PSI TO BE VERIFIED DOWNSTREAM OF BACKFLOW PREVENTION DEVICE.IF ACTUAL POC EQUIPMENT AND/OR INFORMATION IS DISCOVERED TO BE DIFFERENT THAN THAT SHOWN ON THESE DRAWING, THECONTRACTOR WILL IMMEDIATELY NOTIFY THE OWNER'S AUTHORIZED REPRESENTATIVE AND/OR THE LANDSCAPE ARCHITECT.SHOULD THE CONTRACTOR FAIL TO VERIFY THE POC INFORMATION AS SHOWN ON THE PLANS, ANY REVISION REQUIRED DUE TOINADEQUATE PRESSURE OR FLOW WILL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR.REMOTE CONTROL VALVES TO BE HIDDEN FROM CASUAL SIGHT WHEN POSSIBLE. VALVE BOX LIDS TO BE COLOR BLACK FOR MULCHAND SHRUB AREAS AND COLOR TAN FOR D.G. AND ROCK MULCH. STAKE LOCATION OF ALL VALVES FOR APPROVAL BY LANDSCAPEARCHITECT AND OR OWNER'S REPRESENTATIVE. (TYPICAL ALL LOCATIONS) IRRIGATION CONSTRUCTION NOTES:
NOTE: ALL BASE INFORMATION FOR THESE PLANS HAS BEEN OBTAINED FROM THE LANDSCAPE ARCHITECT AND REFLECTS ARCHITECTURAL,CIVIL AND/OR MECHANICAL DESIGN AND/OR PLANS. THE LANDSCAPE ARCHITECT OR IRRIGATION CONSULTANT DEPEND ON ACCURACY OFTHIS OBTAINED INFORMATION. CONTRACTOR MUST FIELD VERIFY ACTUAL LOCATIONS.
HUNTER INDUSTRIES 12" POP-UP BODY WITH MP-ROTATOR NOZZLE MODEL # PROS-12-PRS30-CV FOR PLANTINGS ADJACENT TOSIDEWALKS, CURBS OR ANYWHERE NEXT TO PEDESTRIAN TRAFFIC. 74 117
Exhibit A
POWER POLE ON OTHERSIDE OF FENCE
3 2
21111
11 1 111 1 11
11111
1 1113
3333
3 3 3
2 2
2 2 2
2 2 2
NOT FORCONSTRUCTION
CIVIC CENTER DRIVE
80 117
Exhibit A
NOT FORCONSTRUCTION
SYMBOLNAMEHYDROSEED LEGENDNOTES
ITEMDETAILSYMBOL
213
LANDSCAPE LEGEND
ITEMQUANTITYRESTORATION CALCULATIONS
PLANTING LEGENDSEE SHEET L2.13 FOR FULL PLANT LEGEND
3/31/2023 12:40:29 PM
90 117
Exhibit A
NOT FORCONSTRUCTION
SYMBOLNAMEHYDROSEED LEGENDNOTES
ITEMDETAILSYMBOL
213
LANDSCAPE LEGEND
ITEMQUANTITYRESTORATION CALCULATIONS
PLANTING LEGENDSEE SHEET L2.13 FOR FULL PLANT LEGEND
3/31/2023 12:43:26 PM
91 117
Exhibit A
NOT FORCONSTRUCTION
SYMBOLNAMEHYDROSEED LEGENDNOTES
ITEMDETAILSYMBOL
213
LANDSCAPE LEGEND
ITEMQUANTITYRESTORATION CALCULATIONS
PLANTING LEGENDSEE SHEET L2.13 FOR FULL PLANT LEGEND
3/31/2023 12:46:53 PM
92 117
Exhibit A
POWER POLE ON OTHERSIDE OF FENCE
3 2
2111111 1111111
111111
11133333
333
2222 2
222
NOT FORCONSTRUCTION
CIVIC CENTER DRIVE
SYMBOLNAMEHYDROSEED LEGENDNOTES
ITEMDETAILSYMBOL
213
LANDSCAPE LEGENDPLANTING LEGENDSEE SHEET L2.13 FOR FULL PLANT LEGEND 98 117
Exhibit A
SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD
ESA FENCE
ESA FENCE
ESA FENCE
TEMPORARY FIBER ROLLS
TEMPORARY FIBER ROLLS
TEMPORARY FIBER ROLLS
TEMPORARY FIBER ROLLS
10 11 12 13
SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD
ESA FENCEESA FENCEESA FENCEESA FENCE
TEMPORARY FIBER ROLLS
TEMPORARY FIBER ROLLS
TEMPORARY FIBER ROLLS
TEMPORARY FIBER ROLLS
TEMPORARY FIBER ROLLS
TEMPORARY FIBER ROLLS
TEMPORARY FIBER ROLLS
TEMPORARY FIBER ROLLS
TEMPORARY FIBER ROLLS
14 15 16 17 18
N
MATCHLINE STA 00+00SEE SHEET WPC-02MATCHLINE STA 13+50SEE BELOW LEFT T:\SanDiego\Projects\701450.01\600_CADD\05_Official\Sheets\701450-WPC-03.dwg12/7/22 9:29:51 PM N
MATCHLINE STA 13+50SEE ABOVE RIGHTMATCHLINE STA 18+50SEE SHEET WPC-04
MARINA WAYPROPOSED BIKE PATH
MARINA WAY
CITY R/WCITY R/W
SD & AE R/W TEMPORARYFIBER ROLLS
TEMPORARY FIBER ROLLS
ESA FENCE
ESA FENCE
MTS/SD & AE RR TRACKS(NOT IN USE)SD & AE R/WSD & AE R/W
SD & AE R/W
CITY R/W
SD & AE R/WSD & AE R/W
CITY R/W
MTS R/WMTS R/W
TEMPORARYFIBER ROLLSTEMPORARYFIBER ROLLS
TEMPORARY FIBER ROLLS
TEMPORARYFIBER ROLLS
TEMPORARYFIBER ROLLSPROPOSED BIKE PATHTEMPORARYFIBER ROLLS
TEMPORARYFIBER ROLLS
PROPOSEDCHECK DAM
BNSF RAILWAY TRACK
MTS/SD & AE RR TRACKS(NOT IN USE)
Exhibit A
SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD SDSDSD
SD
ESA FENCE
ESA FENCE PROPOSEDCONSTRUCTION ENTRANCE
PROPOSED INLET PROTECTION
PROPOSED INLET PROTECTION
TEMPORARY FIBER ROLLS
19 20 21 22 23 24
SDSDSDSDSDSDSDSDSD
SDSDSDSDSD
PROPOSED INLET PROTECTION
PROPOSED CHECK DAM
PROPOSED CHECK DAM
105 6 7 8
25 25
N
MATCHLINE STA 24+50SEE BELOW LEFTMATCHLINE STA 18+50SEE SHEET WPC-03 T:\SanDiego\Projects\701450.01\600_CADD\05_Official\Sheets\701450-WPC-04.dwg12/7/22 9:34:22 PM N
MATCHLINE STA 09+50SEE SHEET WPC-05
MATCHLINE STA 24+50SEE ABOVE RIGHTMARINA WAY
MARINA WAYCLEVELAND AVEPROPOSED INLETPROTECTIONCITY R/W
CITY R/W
CITY R/WCITY R/W
CITY R/WCITY R/W
PROPOSEDCONSTRUCTIONENTRANCE CITY R/W
BAY MARINA DR
PROPOSEDINLET PROTECTION
PROPOSED INLETPROTECTION
PROPOSEDCHECKDAM
PROPOSED CHECK DAM
ESA FENCE
TEMPORARYFIBER ROLLS
PROPOSEDINLET PROTECTION
MTS/SD&AE RRTRACKS (NOT INUSE)
CITY R/W
MTS R/WMTS R/W
CITY R/W
Exhibit A
SDSDSDSDSDSD
SDSD
TREE
PROPOSED INLET PROTECTION
PROPOSED CHECK DAM
39 40
040123
440 11 00
SD
SDSDSDSDSD
SDSDSDSDSDSD
PROPOSED INLET PROTECTION
PROPOSED INLET PROTECTION
6 77
1 2
2 3
00 MATCHLINE STA 00+50SEE BELOW LEFTMATCHLINE STA 39+00SEE SHEET WPC-08 N
T:\SanDiego\Projects\701450.01\600_CADD\05_Official\Sheets\701450-WPC-09.dwg12/7/22 9:55:24 PM N MATCHLINE STA 02+50SEE SHEET WPC-10
MATCHLINE STA 00+50SEE ABOVE RIGHT
I-5 SOUTHBOUND ON-RAMP
HARBOR DRIVE
CIVIC CENTER DR
R/W
R/W
R/W
R/W
PROPOSEDINLET PROTECTION
PROPOSED CHECK DAM
PROPOSEDINLET PROTECTIONPROPOSEDINLET PROTECTION
MCKINLEY AVENUEI-5 SOUTHBOUNDOFF-RAMPS14TH STREET
CIVIC CENTER DRPROPOSED BIKE PATH
PROPOSED BIKE PATH
CITY R/W
CITY R/W
CITY R/W
PROPOSEDINLET PROTECTION
PROPOSEDINLET PROTECTION
MTS/SD&AE RR TRACKMTS R/WMTS R/W
Exhibit A
MARINA WAY12.5'12.5'
MTS/SD&AE RR TRACK
CITY R/W
MTS R/WMTS R/WSEGMENT 5-8SEGMENT 5-9SEGMENT 5-10SEGMENT 5-11SEGMENT 5-12 12 13 14 15 16 17 18 19 20
REMOVE EXISTSOIL 2,543 SF,207.64 CYREMOVE EXISTSOIL 4,741 SF,273.84 CYREMOVE EXIST SOIL5,171 SF, 165.80 CYREMOVE EXIST SOIL4,541 SF, 245.70 CY 13+78.13, 31.12' R15+44.69, 44.85' R17+12.99, 50.64' R18+88.71, 43.21' R20+03.72, 33.97' R BEG REMOVE EXIST SOIL (FROM 0'TO 0.5' BELOW EXIST GROUND)11+46.08, 34.07' REND REMOVE EXIST SOIL (FROM0' TO 0.5' BELOW EXIST GROUND)BEG REMOVE EXIST SOIL (FROM0' TO 0.5' BELOW EXIST GROUND) END REMOVEEXIST SOIL (FROM0' TO 2' BELOWEXIST GROUND)
END REMOVE EXIST SOIL (FROM0' TO 0.5' BELOW EXIST GROUND)BEG REMOVE EXIST SOIL (0' TO2' BELOW EXIST GROUND) RRRR
BAY MARINA DRIVE
MARINA WAY
12'12'12'
4.5'4.5'2'2' 4'4'100'
100'
11.5'
BNSF RR TRACKSBNSF RR TRACKS
CITY R/WCITY R/W
CITY R/WCITY R/WCALTRANS R/WCITY R/W
CALTRANS R/W
CL
BNSF R/WBNSF R/W SEGMENT 5-7
SEGMENT 5-6
10 1125
25 113 4 5 6 7 8 9 10 11
REMOVE EXIST SOIL1,198 SF, 8.55 CYCITY R/W
9+33.78, 28.65' L10+07.24, 15.26' LBEG REMOVEEXIST SOIL (FROM0' TO 1.5' BELOWEXIST GROUND)END REMOVEEXIST SOIL (FROM0' TO 1.5' BELOWEXIST GROUND)
NOT FORCONSTRUCTION
CLEVELAND AVE
LEGEND
BORING LOCATION
N400'
400' N
I-5 OFFRAMP
117
117
Exhibit A
MTS Doc. No. _________________
RAILROAD RIGHT-OF-WAY LICENSE
THIS RAILROAD RIGHT-OF-WAY LICENSE (LICENSE), made this ______ day of _____________ 20- ___ (the “COMMENCEMENT DATE”), between the San Diego and Arizona Eastern Railway Company, a Nevada non -profit corporation where the San Diego Metropolitan Transit System (“MTS”) is its sole member (hereinafter referred to as "LICENSOR") and ___________________ (hereinafter referred to as "LICENSEE").
WITNESSETH, that LICENSOR and LICENSEE, for valuable consideration receipt of which is hereby by acknowledged covenant and agree as follows:
1. LICENSOR herby licenses LICENSEE to use, subject to the rights and easements hereinafter accepted and reserved and upon the terms and conditions hereinafter set forth, the PREMISES located in the County of San Diego, State of California, at County Assessor ’s Parcel Number _____-_____-_____-_____, as is more particularly depicted on Exhibit “A” attached hereto and made a part hereof, for the exclusive purpose of the following improvements (collectively referred to as the “IMPROVEMENTS”) and uses:
Construction, use, operation, maintenance, repair and ownership of bikeway and bikeway appurtenances that crosses within LICENSOR’S right of way. Said crossing shall be in accordance with Public Utilities Commission of the State of California, OSHA regulations, and AREMA standard specifications and for uses normally incident to that purpose.
LICENSEE shall not use or actively permit the PREMISES to be used for any other purpose whatsoever, without the prior written consent of LICENSOR.
2. LICENSEE shall, at its own cost and subject to the supervision and control of LICENSOR'S appointed representative, construct and maintain the IMPROVEMENTS in such a manner and of such material that it will not at any time be a source of danger or interference with the present or future operation of any facilities owned and/or operated by LICENSOR or with LICENSOR’S PREMISES.
3. LICENSEE shall reimburse LICENSOR for any expenses reasonably incurred by LICENSOR for flagman to protect its traffic during installation of the IMPROVEMENTS and for any and all other expenses incurred by LICENSOR on account of the IMPROVEMENTS.
4. LICENSEE shall indemnify and hold LICENSOR and the property of LICENSOR free and harmless from any and all liability, claims, loss, damages, or expenses, including reasonable attorney fees and costs, resulting from LICENSEE 'S occupation and use of the right -of-way, specifically including, without limitation, any liability, claim, loss, damage, or expense arising by reason of:
The death or injury of any person, including LICENSEE or any person who is an employee, contractor, or agent of the LICENSEE, or by reason of the damage to or destruction of any property, including property owned by LICENSEE or by any person who is an employee, contractor, or agent of LICENSEE, from any cause whatsoever while such person or property is in or on the right-of-way or in any way connected with the right-of-way or with any of the improvements or personal property on the right -of- way.
Exhibit B
-2- MTS Doc. No. _________________
Any work performed on the right -of-way or materials furnished to the right -of-way at the request of the LICENSEE or any person or entity acting for or on behalf of the LICENSEE.
5. LICENSEE shall, at LICENSEE'S own cost and expense, promptly secure (after execution of this License) and maintain during the entire term of this License a commercial general liability insurance as per ISO for CG 00 01 or its equivalent and issued by an entity eligible to do business in California with an A.M. Best rating of at least A-VII, insuring LICENSEE against loss or liability caused by or connected with LICENSEE' S occupation and use of the right -of-way under this License, including LICENSOR as additional insured in the amounts of:
Two Million Dollars ($2,000,000) for injury to or death to one or more persons as a result of occurrence and in the aggregate; and
One Million Dollars ($1,000,000) for damages to or destruction of any property of others per occurrence and in the aggregate.
LICENSEE will include the contract number on all insurance- related correspondence, i.e., the insurance certificate itself.
All policies and coverage’s shall contain a provision for LICENSEE will provide at least 30 days written notice by the Insurer(s) to MTS Contracts Specialist of cancellation or non-renewal of any required coverage that is not replaced. A ten-day notice is required for non-payment of premium.
All such policies shall include the San Diego Metropolitan Transit System (MTS), San Diego Trolley, Inc. (SDTI), San Diego and Arizona Eastern Railway (SD&AE), San Diego and Imperial Valley Railroad (SD&IV), and San Diego Transit Corporation (SDTC) , their directors, officers, agents and employees as additional insureds as their interests may appear.
LICENSEE agrees that all general liability coverages required under this insurance section are PRIMARY and that any insurance of MTS, SDTI, SD&AE, SD&IV, and SDTC shall be excess and noncontributory (endorsement required).
Notwithstanding anything to the contrary in this LICENSE, LICENSEE may elect to self-insure all or any portion of the risks that would otherwise be covered by the insurance policies required to be carried by LICENSEE under this Paragraph 6 and all conditions and requirements in such sections shall be deemed satisfied, in which case LICENSEE shall assume and pay from its assets the cost, expense, damages, claims, losses and l iabilities arising from such self -insured risks to the same extent that the insurance company or companies would have insured such risks under the insurance policies required to be carried by LICENSEE under such sections. In the instances where LICENSEE’s self-insured retention is in excess of the required limits of liability described in the Paragraph 6 above, LICENSEE is self -insured and shall be solely responsible for payment of all deductibles or self -insured retentions that are applicable to any claims made against LICENSOR that are covered by LICENSEE’s insurance policies or contemplated by this LICENSE. The provisions of this Paragraph 6 shall apply to any loss or damage covered by such self-insurance. If LICENSEE elects to self-insure, then LICENSEE shall not be required to provide insurance policies or certificates for such self-insured amounts to LICENSOR, but shall provide a letter of self-insurance to LICENSOR upon LICENSOR’s written request. If LICENSEE elects to self-insure pursuant to the provisions herein and thereafter elects to terminate such self-insurance