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13-0618_3M, INC._Contract
CONTRACT This contract is made and entered into by and between the CITY OF SAN JUAN CAPISTRANO, hereinafter referred to as "CITY" and 3M Company, Inc. hereinafter referred to as "CONTRACTOR." IT IS HEREBY AGREED BETWEEN THE PARTIES AS FOLLOWS: FIRST. CONTRACT DOCUMENTS. The contract documents shall be considered to include the Request for Proposals, the Instructions to Proposers, the Proposal, the Non -Collusion Affidavit, the Designation of Sub -Contractors, the Contract which is prepared for execution by the CITY and the CONTRACTOR. Plans, Specifications and Special Provisions, the Standard Specifications for Public Works Construction, 2012 Edition, including all Supplements, Contract Bonds, Resolutions adopted by the CITY pertaining to the work, insurance policies and certificates, and any supplemental written agreements amending or extending the scope of the work originally contemplated that may be required to complete the work in a substantial and acceptable manner. SECOND. THE WORK. CONTRACTOR agrees to furnish all tools, labor, material, equipment, transportation, and supplies necessary to perform and complete in good and workmanlike manner the construction of Citywide Sign Replacement Program, in strict conformity with the Request for Proposal, Specifications and all other contract documents prepared by City of San Juan Capistrano and dated April 15, 2013, and the revised June 4, 2013, Scope of Work, which documents are on file at the Office of the City Clerk, City Hall, 32400 Paseo Adelanto, San Juan Capistrano, California. THIRD. PAYMENT. CITY agrees to pay, and CONTRACTOR agrees to accept, the lump sum adjusted for variations of quantities, at the prices designated in the revised 3M Proposal received June 6, 2013, at the time and in the manner set forth in the Specifications. 3M's Revised Proposal dated June 6, 2013, is incorporated into this Contract as Exhibit A. FOURTH. COMMENCEMENT AND COMPLETION OF THE WORK. CONTRACTOR agrees to begin and complete the work within the time specified in the revised Scope of Work and reflected in the revised 3M Proposal: It is agreed that it would be impracticable and extremely difficult to fix the actual amount of damages, and loss sustained by CITY, should CONTRACTOR fail to complete the work in the specified time; therefore, CONTRACTOR shall pay CITY, as liquidated damages, not in the nature of a penalty, Five Hundred (500) Dollars per calendar day for each day C-1 delayed; provided that extensions of time with waiver of liquidated damages, may be granted as provided in the Specifications. FIFTH. PERFORMANCE BOND AND LABOR AND MATERIAL BOND. CONTRACTOR agrees to furnish bonds guaranteeing the performance of this contract and guaranteeing payment of all labor and material used under this contract, as required by the laws of the State of California, on forms approved by the CITY. The Performance Bond shall be for an amount of one hundred (100) percent of the amount of this contract and shall be conditioned on full and complete performance of the contract, guaranteeing the work against faulty workmanship and materials for a period of one (1) year after completion and acceptance. The Labor and Material Bond shall be for an amount of one hundred (100) percent of the amount of this contract and shall be conditioned upon full payment of all Labor and Material entering into or incidental to the work covered by this contract. CONTRACTOR agrees to furnish the bonds on the forms found within the Specifications. The required Performance and Labor and Materials Bonds shall provide that the surety shall pay attorney's fees incurred by CITY in enforcing this agreement. SIXTH. GENERAL PREVAILING RATE OF PER DIEM WAGES. Pursuant to the Labor Code of the State of California, copies of the prevailing rate of per diem wades, as determined by the Director of the State Department of Industrial Relations, are on file in the Office of the City Clerk, 32400 Paseo Adelanto, San Juan Capistrano, California, and are hereby incorporated and made a part hereof. CONTRACTOR agrees that he, or any SUB -CONTRACTOR under him, shall pay not less than the foregoing specified prevailing rates of wages to all workmen employed in the execution of the contract. SEVENTH. INSURANCE. CONTRACTOR shall maintain at all times during this contract liability and property damage insurance naming the CITY and its elected and appointed officials as a named insured, which such policies shall be of an amount not less than Two Million (2,000,000) Dollars combined single limit. Insurance certificates shall be for a minimum period of one (1) year. CONTRACTOR shall maintain in full force and effect comprehensive automobile liability coverage, including owned, hired, and non -owned vehicles in the following minimum amounts: $1,000,000 property damage; $1,000,000 injury to one person/any one occurrence/ not limited to contractual period; C-2 $2,000,000 injury to more than one person/any one occurrence/not limited to contractual period. The Contractor will agree that in the event of expiration of proposed cancellation of such policies for any reason whatsoever, the CITY shall be notified by registered mail, return receipt requested, giving a sufficient time before the date thereof to comply with the applicable law or statute but in no event less than thirty (30) days before expiration or cancellation is effective. CONTRACTOR shall provide to CITY the Acord certificate establishing that the required level of insurance has been satisfied. CONTRACTOR shall indemnify, defend and save harmless the CITY, its officers and employees from and against any and all claims, demands, loss or liability of any kind or nature which CONTRACTOR, its officers and employees may sustain or incur or which may be imposed upon them or any of them for injury to or death of persons, damage to property as a result of, or arising out of, the negligent performance of the Contractor's obligations under this contract. EIGHTH. COMPLIANCE WITH OTHER PROVISIONS OF LAW RELATIVE TO PUBLIC CONTRACTS. CITY is subject to the provisions of the Government Code and the Labor Code of the State of California. It is stipulated and agreed that all provisions of law applicable to public contracts are a part of this contract to the same extent as though set forth herein and shall be complied with by CONTRACTOR. These include, but are not limited to, the stipulation that eight (8) hours labor constitute a legal day's work and CONTRACTOR shall, as a penalty to CITY, forfeit Twenty-five (25) Dollar for each workman employed in the execution of the Contract by CONTRACTOR, or by any SUB -CONTRACTOR, for each calendar day during which such workman is required or permitted to work more than eight (8) hours in violation of the provisions of Article Three, Chapter One, Part Seven, Division 2, of the California Labor Code, except as permitted by law. NINTH. It is expressly agreed that that Section 14 Indemnification and Section 15 Jobsite Safety contained in the General Conditions of the RFP document are deleted and are not applicable to this Contract. (SIGNATURE PAGE TO FOLLOW) C-3 IN WITNESS WHEREOF, this contract is executed by the duly authorized agent(s) of CITY, pursuant to City Council action, and by CONTRACTOR on the date set before the name of each. City of San Juan Capistrano • M• BY: CONTRACTOR, LICENSE NO. AND CLASSIFICATION 3M Company 925404 D42 ATTEST: APPROVEDA O FORM: aI Ir 11& Hans n Li , City ttorney C-4 PERFORMANCE BOND KNOW ALL MEN BY THESE PRESENTS: That as Principal, hereinafter called CONTRACTOR, and as Surety, hereinafter called SURETY, are held and firmly bound unto the CITY OF SAN JUAN CAPISTRANO, as Obligee, hereinafter called CITY, in the amount of Dollars for payment whereof Contractor and Surety bond themselves, their heirs, executors, administrators, successors, and assigns, jointly and severally, fairly by these presents. WHEREAS, Contractor has by written agreement dated entered into a (describe agreement):_ for the construction of: "Citywide Sign Replacement Program " which contract is by reference made a part hereof, NOW THEREFORE, the condition of this obligation is such that, if Principal shall promptly and faithfully perform said agreement, then this obligation shall be null and void; otherwise it shall remain in full force and effect. Surety waives whatever legal right it may have to require that a demand be made first against the principal in the event of default. BE IT FURTHER RESOLVED that: 1. As a part of the obligation secured hereby, and in addition to the face amount specified, there shall be included costs and reasonable expenses and fees, including reasonable attorney's fees, incurred by City in successfully enforcing such obligation, all to be taxed as costs and included in any judgment rendered. am 2. Said Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration, or modification of the contract documents or of the work to be performed thereunder, shall in any way affect its obligations or this bond, and it does hereby waive notice of any such change, extension of time, alterations, or modifications of the contract documents or of work to be performed thereunder. Executed this day of , 2013, at California. PRINCIPAL APPROVED AS TO FORM (NOTARIZATION AND SEAL) Hans Van Ligten, City Attorney SURETY (NOTARIZATION AND SEAL) Premium Included LABOR AND MATERIAL BOND KNOW ALL MEN BY THESE PRESENTS: That WHEREAS, the CITY OF SAN JUAN CAPISTRANO, a municipal corporation of Orange County, California, has awarded to , License No. , hereinafter designated as "Principal", a contract for the construction of "Citywide Sign Replacement Program" ; and WHEREAS, said Principal is required to furnish a bond in connection with the said contract providing that if said Principal, or any of his or its sub -contractors, shall fail to pay for any materials, provisions, provender or other supplies or teams used in, upon, for or about the performance of the work contracted to be done, or for any work or labor done thereon of any kind, the surety or this bond will pay the same. NOW, THEREFORE, we , Principal, and , as surety, are Held firmly bound unto the City of San Juan Capistrano, a municipal corporation, in the penal sum of DOLLARS ($ ), lawful money of the United States of America, for payment of which sum well and truly to be made we bind ourselves, our heirs, executors, administrators and successors, jointly and severally, firmly by these presents. THE CONDITION OF THIS OBLIGATION is such that, if said Principal, his or its heirs, executors, administrators, successors or assigns, or sub -contractors, shall fail to pay for any materials, provisions, provender, or teams, or other supplies or equipment used in, upon, for or about the performance of the work contracted to be done, or for any work or labor done thereon of any kind, or for amounts due under the Unemployment Insurance Act with respect to such work or labor as required by the provisions of Title 1, Division 5, Chapter 3 of the Government Code of California as amended, that the surety will pay for the same in an amount not exceeding the sum specified in this bond and also in case suit is brought upon the bond, a reasonable attorney's fee to be fixed by the court. This bond shall inure to the benefit of an and all persons, companies and corporations entitled to file claims under said act, so as to give a right of action to them or their assigns in any suite brought upon this bond. FURTHER, the said surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration or modification of the contract documents or of the work to be performed thereunder shall in any way affect its obligation on this bond and it does hereby waive notice of any such change, extension of time, alteration or modification of the contract documents or of work to be performed thereunder. As a part of the obligation secured thereby, and in addition to the face amount specified therefore, there shall be included costs and reasonable expenses and fees, including reasonable attorney's fees, incurred by City in successfully enforcing such obligation, all to be taxed as costs and included in any judgment rendered. IN WITNESS WHEREOF three (3) identical counterparts of this instrument, each of which shall for all purposes be deemed an original thereof, have been duly executed by the Principal and surety herein named on the day of , 2013. The name and corporate seal of each corporate party being hereto affixed and these presents duly signed by its undersigned representatives pursuant to authority of its governing body. PRINCIPAL SURETY APPROVED AS TO FORM Hans Van Ligten, City Attorney PROPOSAL For the: CITYWIDE SIGN REPLACEMENT PROGRAM From: 3M Traffic Safety & Security Division Contractor, License No. & Classification To the Members of the City Council City of San Juan Capistrano Gentlemen: The undersigned, as Proposer, declares that he has carefully examined the location of the proposed work as described, examined the Plans, Specifications, Special Provisions, and the Standard Specifications for Public Works Construction, 2012 Edition, including all supplements therefore, read the Instructions to Proposers, and is familiar with all proposal requirements, and hereby proposed and agrees, if the proposal is accepted, to complete the said construction in accordance with the Contract Documents, as defined in Section 1-2 of the Standard Specifications, in the time stated herein, for the unit price or lump sum given on the following pages of this proposal, amounting to a total of: Six hundred and nineteen thousand and 01100 dollars $ 619,000.00 Words Figures Said amount to include and cover all taxes, the furnishing of all materials, the performing of all the labor requisite or proper and the providing of all necessary machinery, tools, apparatus, and other means of construction; also, the performance and completion of all the work in the manner set forth, described and shown in the Specifications or the drawings for the work. If the contract is awarded, the undersigned agrees to enter into a contract with the City of San Juan Capistrano and to commence work within fifteen (15) calendar days from the date of execution thereof, and to diligently prosecute the work to completion before the expiration of . Four hundred fifty (450) calendar days All Proposals are to be computed on the basis of the given Estimated Quantities of Work, as indicated in this proposal, times the unit prices as submitted by the Proposers. In case of discrepancy between words and figures, the words shall prevail. In case of discrepancy between P-1 unit prices and the extension thereof, the unit price shall prevail and Proposals will be computed as indicated above and compared on the basis of corrected totals, given solely as a basis for comparison of Proposals. It is understood that the City does not expressly, nor by implication, agree that the actual amount of work will correspond therewith, but reserves the right to increase or decrease the amount of any item or portion of the work or to omit portions of the work as may be deemed expedient by the Engineer. The following is the name and place of business of the surety company which will furnish the required bonds as surety if the work is awarded to the undersigned: Liberty Mutual, Licensed in accordance with an act providing for the registration of contractors — License No. 9?04 and Classification D42 Signature of Proposer: Daniel F. Moran, Customer Service Supervisor P-2 (If an individual, so state. If a firm or co -partnership, state the firm name and give the names of all individual co-partners composing the firm: President, Secretary, Treasurer, and Manager thereof.) 3M Company is a corporation: Traffic Safety & Security Division is the division that is offering the proposal. The following information is for 3M Traffic and Security Division Dated: May 9. 2013 Dated: May 9, 2013 3M Center, Bldg. 235-3A-09, St. Paul, MN 55144-1000 Business Address 800-553-1380 #3 Telephone Number Further, the undersigned proposer certifies that he has thoroughly checked the figures set forth in this proposal, that they are correct to the best of his knowledge and that they constitute his proposal for the work called out herein. Dated: May 3, 2013 Dated: May 3, 2013 3M Center, Bldg. 235-3A-09, St. Paul, MN 55144-1000 Business Address 800-553-1380 #3 Telephone Number 3M Company Officers: Chairman of the Board, President and Chief Executive Officer Inge G. Thulin Deputy General Counsel and Secretary Vice President and Treasurer Vice President, Traffic Safety & Security Division P-3 Gregg M. Larson Scott D. Krohn John R. Houle SCHEDULE OF WORK ITEMS CITYWIDE SIGN REPLACEMENT PROGRAM Item Annroximate Work Items With Unit Pricc Unit Price Total uanti (Written in Words) (In Fig_ es) Amount Mobilization for the lump sum price of 1 1 LS Fo seven thousand, seven hundred dollars. $ 47,700.00 $ 47,700.00 Remove and Replace Existing Sign, Supports and Mounting Hardware for Maintenance 'Zone 2 1 LS 1 for the lump sum price of Two h indred thirteen thousand four hundred and 211100 dollars. $213,400.21 $213,400.21 Remove and Replace Existing Sign, Supports and Mounting Hardware for Maintenance Zone 3 11's 2 for the lump sum price of Onehindred one thousand three hundred sib -four & 231100dollars. $101,364.23 $101,364.23 Remove and Replace Existing Sign, Supports and Mounting Hardware for Maintenance Zone 4 1 LS 3 for the lump sum price of Sixty five thousand six hundred ninety-two &741100 dollars. $ 65,692.74 $ 65,692.74 Remove and Replace Existing Sign, Supports and Mounting Hardware for Maintenance 'Lone S It's 4 for the lump sum price of Sixtyseven thousand forty-one & 331100 dollars. $ 67,041.33 $ 67,041.33 Remove and Replace Existing Sign, Supports and Mounting Hardware for Maintenance Zone 6 11's 5 for the lump sum price of Fitty-t iree thousand four hundred & seventy-six & 511100 dollars. $ 53,476.51 $ 53,476.51 Remove and Replace Existing Sign, Supports and Mounting Hardware for Maintenance 'Lone 7 1 LS 6 for the lump sum price of Fiftyeight thousand four hundred ninety-two & 981100 dollars. $ 58,492.98 $ 58,492.98 Update Citywide Sign Inventory on 3M Fast Tools System For Zones 1-6 for the lump sum 8 1 LS price of Ele en thousand eight hundred thirty-two & 001000 dollars $11,832.00 $11,832.00 Total Bid Price (Enter here and on Page P-1) Six hundred nineteen thousand & 01100 dollars Words P-4 $ 619,000.00 Figures 32400 PASEO ADELANTO SAN JUAN CAPI[ST'RANO, CA 92675 (949) 493-1171 (949) 493-1053 FAX i4�wwaran�uancca{�rsr��arrn.c»� MEMBERS OF THE CITY COUNCIL REQUEST FOR PROPOSALS FOR CITYWIDE SIGN REPLACEMENT PROGRAM (REGULATORY, WARNING, AND GROUND MOUNTED SIGNS) CITY OF SAN JUAN CAPISTRANO DEPARTMENT OF PUBLIC WORKS 32400 PASEO ADELENTO SAN JUAN CAPISTRANO, CA 92675 (949) 493-11719 FAX (949) 493-1053 APRIL 15, 2013 SAM ALLEVATO ROY L. BYRNES, M.O. LARRY KRAMER DEREK REEVE JOHN TAYLOR EXHIBIT A TABLE OF CONTENTS CITYWIDE SIGN REPLACEMENT PROGRAM TITLE REQUEST FOR PROPOSAL PAGE Requestfor Proposal Letter................................................................................................. RFP — 1 PROPOSAL INSTRUCTIONS Instructionsto Proposers..........................................................................................................IB — I PROPOSAL FORMS Proposal..................................................................................................................................... P — 1 Scheduleof Work Items............................................................................................................ P-4 Non -Collusion Affidavit— ........................................................................................................... Designation of Sub-Contractors................................................................................................ P-6 Proposer Qualifications Statement............................................................................................ P — 7 CONTRACT Contract..................................................................................................................................... C — 1 BOND FORMS PerformanceBond..................................................................................................................PB — 1 Labor& Material Bond..........................................................................................................LM — 1 GENERAL CONDITIONS Section 1 Standard Specifications.................................................................................. GC — 1 Section 2 Section3 Terms Defined............................................................................................... GC -3 Section 4 Flow and Acceptance of Water...................................................................... GC -3 Section5 Water.............................................................................................................. GC — 3 Section 6 Insurance and Overhead Costs....................................................................... GC -3 Section 7 Protection of Existing Utilities....................................................................... GC -4 Section 8 Protection of Private Property........................................................................ GC -4 Section 9 Construction Zone.......................................................................................... GC -4 Section 10 Pre -Construction Coordination Meeting........................................................ GC -5 Section 11 Project Site Maintenance............................................................................... GC -5 Section 12 Preservation of Survey Monuments............................................................... GC -8 Table of Contents TABLE OF CONTENTS CITYWIDE SIGN REPLACEMENT PROGRAM TITLE PAGE Section 13 Monumentation Identification....................................................................... GC -8 Section 14 Indemnification.............................................................................................. GC — 8 Section15 Jobsite Safety................................................................................................. GC — 9 Section16 Hours of Work............................................................................................... GC -9 DETAILED SPECIFICATIONS AND METHOD OF PAYMENT Detailed Specifications and Method of Payment................................................................... DS -1 Supplemental Provisions.................................................................................................. — SheetingSpecifications........................................................................................................... SS -1 Appendices Maintenance Zone 1 Sign Inventory ........................................................................APPENDIX Al Los Rios District Sign Inventory............................................................................. APPENDIX B 1 Maintenance Zone 2 Sign Inventory ........................................................................ APPENDIX Cl Maintenance Zone 3 Sign Inventory ........................................................................APPENDIX Dl Maintenance Zone 4 Sign Inventory ........................................................................ APPENDIX El Maintenance Zone 5 Sign Inventory .........................................................................APPENDIX Fl Maintenance Zone 6 Sign Inventory ........................................................................APPENDIX G1 Exhibits MaintenanceZones Map....................................................................................................Exhibit A Standard Plans City of San Juan Capistano Std. No. 600.............................................................. Street Name Sign Table of Contents REQUEST FOR PROPOSALS FOR CITYWIDE SIGN REPLACEMENT PROGRAM Instructions to Proposers 1. CONTRACTOR REGISTRATION AND LICENSING Before submitting proposals, contractors shall be licensed in accordance with the provisions of Chapter 9, Division III, of the Business and Professions Code of the State of California. 2. QUESTIONS PRIOR TO DEADLINE FOR SUBMITTING PROPOSALS Questions regarding documents, discrepancies, omissions, or Specifications shall be communicated to the City, in writing, at least ten (10) calendar days prior to the deadline for submitting proposals indicated in the RFP letter, to provide time for issuing and forwarding an addendum should the City consider an addendum necessary. The City will not be responsible for oral interpretations of the documents. 3. PROPOSAL FORMS —SUBMITTAL REQUIREMENTS The proposal shall consist of the forms provided herein with all blank spaces properly filled in. The proposal forms shall not be changed, and no additions shall be made to the items mentioned herein. Unauthorized conditions, exemptions, limitations, or provisions attached to a proposal will render,it informal and may cause its rejection. All forms requiring specific information shall be completed with all applicable information for a proposal to be considered responsive. Special attention should be given to completing: A. Proposer's Qualification Statements B. Designation of Subcontractors One (1) Original and Three (3) copies of the proposal shall be presented in a sealed envelope bearing the name, address and telephone number of the individual or entity submitting the proposal and shall be addressed to: CITY OF SAN JUAN CAPISTRANO PUBLIC WORKS DEPARTMENT 32400 PASEO ADELANTO SAN JUAN CAPISTRANO, CALIFORNIA 92675 Attention: Alan Oswald, Senior Engineer IB - 1 The envelope shall be clearly marked with the notation "DO NOT OPEN — PROPOSAL FOR CITYWIDE SIGN REPLACEMENT PROGRAM." The proposal shall be delivered to the addressee on or before 3:00 P.M. on May 7, 2013. 4. PROPOSAL FORMS —AUTHORIZATION TO SIGN PROPOSAL The full name, business address, zip code, and business telephone number, with area code of the individual, partnership,joint venture, or corporation submitting the proposal shall be typewritten or legibly printed on the proposal in blue or black ink. The proposer shall sign the proposal with his/her usual wet ink signature. Any individual submitting a proposal or a partner signing for a partnership shall sign in the presence of a Notary Public and the notarial acknowledgement shall be attached to the proposal. A partner shall sign for a partnership and the names of all partners shall be given. An officer shall sign for a corporation, in the presence of a Notary Public and the corporate name shall be attested by the corporate seal, and the names and titles of all officers of the corporation shall be given. A signature other than a corporate officer's will be accepted if an authenticated power of attorney is attached. 5. PROPOSAL FORMS —PRICES The Proposer shall include in his/her Proposal's price(s) any and all expenses or costs that may be incurred to complete the project in accordance with the requirement of the Contract. All prices and notations must be in ink or typewritten. No erasures will be permitted. Mistakes may be crossed out and corrections typed or written in ink adjacent thereto and must be initialed in ink by the person or persons signing the proposal. All proposals are to be computed on the basis of the given Estimated Quantities of Work, as indicated in this request proposal, times the unit prices as submitted by the Proposer. In case of discrepancy between words and figures, the words shall prevail. In case of discrepancy between unit prices and the extension thereof, the unit price shall prevail and proposal fee will be computed as indicated above and compared on the basis of corrected totals, given solely as a basis for comparison of proposal fees. It is understood that the City does not expressly, nor by implication, agree that the actual amount of work will correspond therewith, but reserves the right to increase or decrease the amount of any item or portion of the work or to omit portions of the work as may be deemed expedient by the Engineer. Prior to the date and time designated for receipt of Proposals, a Proposal submitted may be modified or withdrawn by written notice provided to the party receiving Proposals. 6. ADDENDA Addenda will be electronically mailed (e-mail), mailed or delivered to all who are known by the issuing officer to have received a complete set of Proposal Documents. No addenda will be issued later than five (5) days prior to the date for receipt of Proposal except Addenda withdrawing the Request for Proposals or one which includes postponement of the date for IB - 2 receipt of Proposals, Failure to acknowledge in his/her proposal any such addenda issued may render the Proposal non-responsive and result in its rejection. 7. PROPOSER'S QUALIFICATIONS STATEMENT The proposer must complete all information required on page (P-6) of the proposal forms, entitled "Proposer's Qualification Statement" and sign the form. If no information is to be filled in a blank space, then write "none". 8. DESIGNATION OF SUBCONTRACTORS The proposer must complete all information required on page (P-5) of the proposal forms, entitled "Designation of Subcontractors" for all subcontracts in excess of one half of one percent of the total Proposal Fee. Proposer is to clearly state that portion of work to be done by each subcontractor listed, by trade and by estimated dollar amount. If no information is to be filled in a blank space, then write "none". 9. NONCOLLUSION AFFIDAVIT Each Proposer shall execute and submit with the Proposal a Noncollusion affidavit on page (P-4) of the proposal forms, entitled"Noncollusion Afidavit". 10. EXAMINATION OF DRAWINGS, SPECIFICATIONS, AND SITE WORK The Proposer shall examine carefully the site of the work contemplated and the Proposal and Specifications therefore. The submission of a Proposal will be conclusive evidence that the Proposer has investigated and is satisfied as to the conditions to be encountered, as to the character, quality, and quantities of work to be performed and materials to be furnished, difficulties to be encountered, and the requirements of the Proposal, Specifications, and Contract documents. The Proposer is required to provide for carrying out his/her operations so as to cause the minimum possible inconvenience to the occupants of property along any of the street affected. All work and costs involved in the safeguarding of the property of other shall be at the expense of the Proposers to whom the Contract may be awarded. The Proposer hereby certifies that he has examined the local conditions, has read each and every clause of the Specifications, and that he/she has included all costs necessary to complete the specified work in his/her Proposal prices, and the Proposer agrees that if he/she will make no claim against the City based upon ignorance of local conditions or misunderstanding of any of the provisions of this Contract. Should the conditions turn out otherwise than anticipated by him/her, the Proposer agrees to assume all risks incident thereto. 11. INTERPRETATION OF SPECIFICATIONS Should a Proposer find discrepancies in, or omissions from, the Specifications, or should the Proposer be in doubt as to their meaning, the Proposer shall at once notify the City in writing, requesting an interpretation or clarification. The person submitting such request will be responsible for its prompt delivery. Should the City find that the point in question is not clearly and fully set forth; the City may issue a written Addenda which will be sent to all Proposers of IB - 3 record. The City will not be responsible for any other explanation or interpretation of the Specifications, or for any oral instructions. Proposers shall use complete sets of Proposal Documents in preparing Proposals: City shall not assume responsibility for errors or misinterpretations resulting from the use of incomplete sets of Proposal Documents. 12. COMPLETION OF WORK Time is of the essence. All work must be completed within Two Hundred Forty (240) calendar days after the date specified in the Notice to Proceed. Liquidated damages will be assessed as set forth in the Agreement for failure to meet the specified completion date. 13. EXPERIENCE Proposers shall present evidence that they have been regularly engaged in furnishing such services, material and equipment and performing such work as they propose to furnish or construct and that they are fully prepared with necessary capital, equipment, and material to begin work promptly and to conduct it as required by these Specifications. 14. PRICES AND PAYMENTS Approximate quantities listed for unit price items on the Proposal form are estimates given for comparing Proposals, and no claim shall be made against the City for excess or deficiency therein, actual or relative. Payment at the prices agreed upon will be in full for the completed work and will cover materials, supplies, labor, tools, equipment, and all other expenditures incident to a satisfactory compliance with the Contract, unless otherwise specifically provided. 15. SUBSTITUTIONS To obtain approval during Proposal period to use substitute products or procedures, Proposers shall submit written requests at least ten (10) calendar days before the Proposal deadline date and hour. Requests received after this time shall not be considered. Requests shall clearly describe the substitution for which approval is asked, including all data necessary to demonstrate acceptability. If the product or procedure is acceptable, an Addendum shall be issued covering it. 16. MODIFYING PROPOSAL Any Proposer may modify his/her Proposal by written communication, provided such communication is received by the Traffic and Parking Services Supervisor prior to the Proposal opening time. The written communication should not reveal the Proposal price but should state the addition or subtraction or other modification so that the final prices or terms will not be known by the City until the sealed Proposal is opened. 17. CONFIDENTIALITY All Proposals will be opened in confidence by Alan Oswald, Senior Engineer, and individuals designated who will review the Proposals. The pricing information will remain confidential to those individuals until after the ranking of the Proposals. All responses to this RFP will become the property of the City of San Juan Capistrano. All data, documents and other produces used or IB - 4 developed during the project will be public records. The Proposer is responsible for identifying any proprietary information and for justifying its exclusion from public records requests. 18. MISTAKES IN THE PROPOSAL A Proposer shall be relieved of a Proposal due to mistakes only if the Proposer can establish to the satisfaction of the City that all of the following circumstances exist: A. A mistake was made. B. The Proposer gave the City written notice within five (5) days after the deadline for submitting Proposals of the mistake, specifying the notice in detail how the mistake occurred. C. The mistake made the Proposal materially different from what the Proposer intended it to be. D. The mistake was made in filling out the Proposal and not due to error in judgment or to carelessness in inspecting the site of the work, or in reading the documents and Specifications. 19. EVALUATION CRITERIA Evaluation of Proposals will be made in accordance with the following criteria: A. Qualifications, Business History, and Past Performance: The basis for determining the suitability of the Proposer and all of his/her subcontractors to complete the Project shall include: documented experience in replacing signs for cities of a similar size as San Juan Capistrano, setting up sign databases and installing street signs; professional excellence and demonstrated competence of all members of the team in the services to be provided; education and experience of the Project Manager and other key personnel to be assigned; staffing capability, workload and record of meeting schedules and budgets on similar projects; the nature, quality and relevance of recently completed work; ability and willingness to respond to City requirements, safety record, financial capability, bonding capacity, insurance coverage and ability to provide a skilled work force. B. Responsiveness: The Proposal will be evaluated for its responsiveness to the requirements of these Specifications. However, the City reserves the right to waive any informalities or technical defects of the Proposal as the best interest of the City may require. C. Workplan, Project Approach: The Proposal will be evaluated by the overall project approach and plan. The Proposal will be checked for compliance with standards and specifications, statutes, and traffic sign design guidelines. D. Proposal Price: A low total price is desirable but must include all costs to the City. The City reserves the right to reject any or all Proposals and shall not be liable for any expenses or costs incurred by the Proposers preparing their Proposals. The City shall otherwise also have the right to accept or reject alternates in any order or combination, unless otherwise specifically provided in these Specifications. IB - 5 20. EVALUATION SCORING SYSTEM The City will rank the Proposals by assigning points in accordance with the following scoring system: MAX EQUIVALENT CRITERIA POINTS WEIGHT Qualifications,Business History, 30 30% and Past Performance Responsiveness 10 10% Workplan, Project Approach 15 15% Proposal Price 45 45% Totals 100 100% 21. PRELIMINARY EVALUATION After receipt of the Proposals, the City will perform a preliminary evaluation using the scoring system described in paragraph 19 above, and the Proposer with the highest final score will be awarded the Contract. 22. EXECUTION OF CONTRACT Within fifteen (15) calendar days after being notified by the City that he/she has been awarded the Contract, Contractor shall deliver to the City three (3) copies of each of the following documents: A. The Agreement in the form included herein, properly executed by Contractor and, if the Contractor is a corporation evidence of its corporate.existence and that the persons signing the Agreement are authorized.to do so. All signatures must be notarized. B. Properly executed copies of the (a) Faithful Performance Bond, and (b) Labor and Material Bond in accordance with the requirements set forth in Article 11 of the General Conditions and in the form shown on (PB-1) and (LM-1) attached hereto. All signatures must be notarized. C. Properly executed policies of(a) the Commercial General Liability Insurance, (b) Automobile Liability Insurance, (c) the Professional Liability Insurance, (e) the Waiver of Subrogation Clause, and (f) the corresponding endorsements for each policy in accordance with the requirements set forth in Contract. In the event that the fifteenth calendar day falls on a Saturday, Sunday, or legal holiday for the State of California or on days when City Hall is closed, the aforesaid documents shall be delivered by the following working day. IB - 6 After receipt of said documents within said time period or any extension thereof granted by the city, the City shall execute the Agreement and return one (1) of said three (3) copies to Contractor for his/her files. 23. FAILURE TO EXECUTE CONTRACT If the Proposer to whom the award is made fails to enter into the Contract as herein provided and furnish the said bonds and insurance within twenty one (2 1) days of the award, this shall be just cause for the annulment of the award, and an award may, at the discretion of the City, be made to the Proposer whose proposal is the next most acceptable to the City in the opinion of the City Council, and such Proposer shall fulfill every term, covenant and condition herein as if he/she were the party to whom the first award was made. IB - 7 PROPOSAL For the: CITYWIDE SIGN REPLACEMENT PROGRAM From: Contractor, License No. & Classification To the Members of the City Council City of San Juan Capistrano Gentlemen: The undersigned, as Proposer, declares that he has carefully examined the location of the proposed work as described, examined the Plans, Specifications, Special Provisions, and the Standard Specifications for Public Works Construction, 2012 Edition, including all supplements therefore, read the Instructions to Proposers, and is familiar with all proposal requirements, and hereby proposed and agrees, if the proposal is accepted, to complete the said construction in accordance with the Contract Documents, as defined in Section 1-2 of the Standard Specifications, in the time stated herein, for the unit price or lump sum given on the following pages of this proposal, amounting to a total of: Words Figures Said amount to include and cover all taxes, the furnishing of all materials, the performing of all the labor requisite or proper and the providing of all necessary machinery, tools, apparatus, and other means of construction; also, the performance and completion of all the work in the manner set forth, described and shown in the Specifications or the drawings for the work. If the contract is awarded, the undersigned agrees to enter into a contract with the City of San Juan Capistrano and to commence work within fifteen (15) calendar days from the date of execution thereof, and to diligently prosecute the work to completion before the expiration of Two Hundred Fifty (250) calendar days. All Proposals are to be computed on the basis of the given Estimated Quantities of Work, as indicated in this proposal, times the unit prices as submitted by the Proposers. In case of discrepancy between words and figures, the words shall prevail. In case of discrepancy between P - 1 unit prices and the extension thereof, the unit price shall prevail and Proposals will be computed as indicated above and compared on the basis of corrected totals, given solely as a basis for comparison of Proposals. It is understood that the City does not expressly, nor by implication, agree that the actual amount of work will correspond therewith, but reserves the right to increase or decrease the amount of any item or portion of the work or to omit portions of the work as may be deemed expedient by the Engineer. The following is the name and place of business of the surety company which will furnish the required bonds as surety if the work is awarded to the undersigned: Licensed in accordance with an act providing for the registration of contractors— License No. and Classification Signature of Proposer: P - 2 (If an individual, so state. If a firm or co-partnership, state the firm name and give the names of all individual co-partners composing the firm: President, Secretary, Treasurer, and Manager thereof.) Dated: Business Address Dated: Telephone Number Further, the undersigned proposer certifies that he has thoroughly checked the figures set forth in this proposal, that they are correct to the best of his knowledge and that they constitute his proposal for the work called out herein. Dated: Business Address Dated: Telephone Number P - 3 SCHEDULE OF WORK ITEMS CITYWIDE SIGN REPLACEMENT PROGRAM Item Approximate Work Items With Unit Price Unit Price Total uantit (Written in Words) (In Figures) Amount 1 Mobilization for the lump sum price of 1 LS dollars. Remove and Replace Existing Sign, Supports and Mounting Hardware for Maintenance Zone 2 1 LS 1 for the lump sum price of dollars. Remove and Replace Existing Sign, Supports and Mounting Hardware for Maintenance Zone 3 1 LS 2 for the lump sum price of dollars. Remove and Replace Existing Sign, Supports 4 and Mounting Hardware for Maintenance Zone 1 LS 3 for the lump sum price of dollars. Remove and Replace Existing Sign, Supports and Mounting Hardware for Maintenance Zone 5 1 LS 4 for the lump sum price of dollars. Remove and Replace Existing Sign, Supports 6 1 LS and Mounting Hardware for Maintenance Zone 5 for the lump sum price of dollars. Remove and Replace Existing Sign, Supports 7 1 LS and Mounting Hardware for Maintenance Zone 6 for the lump sum price of dollars. Update Citywide Sign Inventory on 3M Fast 8 1 LS Tools System For Zones 1-6 for the lump sum price of dollars Total Bid Price (Enter here and on Page P-1) Words Figures P - 4 NON-COLLUSION AFFIDAVIT TO BE EXECUTED BY PROPOSER AND SUBMITTED WITH PROPOSAL STATE OF CALIFORNIA ) ) SS. County of ) Proposal Dated: SIGNATURE On this the day of , 2013, before me, the undersigned, a Notary Public in and for said State, personally appeared , personally known to me/proved to me on the basis of satisfactory evidence, to be the person(s) whose name(s) subscribed to the within instrument, and acknowledge that executed it. WITNESS my hand and official seal. Notary Public in and for said State P - 5 DESIGNATION OF SUB-CONTRACTORS Submit with Proposal. In compliance with the Provisions of Section 4100-4107 of the Government Code of the State of California as amended, the undersigned certifies that he has used the sub-proposals of the following listed sub-contractors in making up his proposal, and that the sub-contractors listed will be used for the work for which they proposed, subject to the approval of the Engineer, and in accordance with the applicable provisions of the Specifications. It is understood and agreed that all those portions of the work called for in the contract documents for which a sub-contractor is not listed will be performed by the undersigned through his forces. If no sub-contractors are listed, all bonds and insurance will be written in the name of the general contractor only. Item of Work Sub-contractor License No. Address Phone & Classification 1. 2. 3. 4. 5. 6. 7. 8. PROPOSER'S NAME AUTHORIZED SIGNATURE P - 6 PROPOSER'S QUALIFICATIONS STATEMENT 1. ORGANIZATION 1.1 How many years has your organization been in business? 1.2 How many years has your organization been in business under its present name? 1.2.1 Under what other names has your organization operated? 1.3 If your organization is a corporation, answer the following: 1.3.1 Date of incorporation: 1.3.2 State of incorporation: 1.3.3 Corporate ID number: 1.3.4 President's name: 1.3.5 Agent for Services of Process: 1.4 If your organization is a partnership, answer the following: 1.4.1 Date of organization: 1.4.2 Type of partnership (if applicable): 1.4.3 Name(s) of general partner(s): 1.5 If your organization is individually owned, answer the following: 1.3.1 Date of organization: 1.3.2 Name of owner: 1.6 If the form of your organization is other than those listed above, describe it and name the principals. P - 7 For Items 1.7 — 1.9, if additional space is required, please include as an attachment. 1.7 Describe the composition of you Project Team applicable to this Proposal identifying members, partners and holders of a 10% or greater interest in the Proposal, including Subcontractors and equipment manufacturers that will have primary or significant responsibility for Project Management and Execution. Include qualifications and resumes of the Project Manager and other key personnel. 1.8 Project Organization: Each Proposer shall submit a brief narrative description of its proposed Project organization, It shall include the following as a minimum: a. Organization chart specific to this Project showing the organization structure, lines of authority, levels of decision making, levels of accountability and the relationship of each function shown to other functions in the organization. b. Proposer's proposed Work Breakdown Structure for the Project showing work packages and the associated dollar value. C. Proposer's proposed Organization Breakdown Structure for the Project showing responsibilities and resources required to perform the Work defined in the Work Breakdown Structure. d. Description of Proposer's system for preparing schedules, calculating and reporting progress performance. e. Proposer's proposed plan to integrate Subcontractor activities into its Project scheduling and reporting system. f. A description of how the Proposer approaches rescheduling of its own and subcontracts activities to achieve schedule recovery objectives and how the Proposer enforces these objectives with it subcontractors. P - 8 1.9 Inventory and Sign Replacement Services: The Proposal shall describe how the Proposer intends to furnish and manage the inventory, recordation of regulatory, warning, and guide sign replacement for the Project. It shall include, at minimum, the following: a. A description of the Proposer's organization for managing the sign inventory phases and how it will be incorporated with the other elements of the Proposer's organization for the project. b. The key positions must be defined, and the staff to fill those positions must be identified. C. A brief narrative description of the proposed plan for furnishing the inventory and sign replacement. This plan shall include at least the following items: (i) Location of the offices where each aspect of the project is to be performed. If the Work is to be shared among offices at different locations, indicate where each office is located and what work is to be performed in each office. Identify the number of office and field personnel assigned to each discipline and the time commitment of each to the project for field personnel, provide the location of the offices where they will be based and from which they will be managed; (ii) A detailed schedule of key milestones and estimated completion dates consistent with the scheduled contained in the RFP documents and shall include preliminary schedule showing the logical relationships, durations and timing of the Work. (iii) The organization chart showing the relationships among functions shown on the chart and between the Proposer's organization and Subcontract(s); and (iv) A description of how the personnel in the sign inventorying team will interface with the sign replacement team. (v) A description of how the Proposer intends to update the sign inventory after signs has been replaced. P - 9 1.10 Inventory and Database Services: The City has invested in a Sign Inventory System to track sign maintenance activities and manage sign performance. The 3M Sign Management System is a web-based program that stores various sign attribute information electronically. Proposers interested in completing the sign upgrade project for the city must outline a plan and demonstrate their ability to electronically update the web-based sign inventory system in a seamless manner. Proposers shall provide details of how the data collection and conversion to the city system shall occur. Details shall include: (i) Planned schedule for updating the city system based on sign replacement activity that is occurring. Credit will be given for regular frequency of updates, the seamless nature of the data transfer, and the independent functioning of the Contractor to complete this task with limited resource requirements by the City. (ii) The contractor must demonstrate their QA/QC plan to ensure the highest standard of data integrity associated with the data to upload to the city system. (iii) The contractor should indicate their familiarity with the 3M Sign Inventory system or similar ArcGIS based inventory management systems. (iv) The contractor shall state their time frame from award of contract and how quickly the Contractor can develop a conversion system and integration with the city system to deliver the first data set inventory transfer. P - 10 2. EXPERIENCE 2.1 Claims and Suits (If the answer to any of the questions below is yes, please attach details.) a. Has your organization ever failed to complete any work awarded to it? b. Are there any judgments, claims, arbitration proceedings or suits pending or outstanding against your organization or its officers? C. Has your organization filed any lawsuits or requested arbitration with regard to street sign replacement projects within the last five (5) years? 2.2 Within the last five (5) years, has any officer or principal of your organization ever been an officer of another organization when it failed to complete a contract? (If the answer to any of the questions below is yes, please attach details.) 2.3 On a separate attachment, the Proposer shall provide a list of ongoing and successfully completed sign replacement and inventory projects in the United States within the last ten (10) years. At least one of the successfully-completed projects shall be of a size comparable or larger than the City of San Juan Capistrano project. In the above list, include the project title, contract amount, project start and completion dates, and the client's name, address, telephone number, and contact person. Attach a reduced set plans and photos of the completed facilities. A Proposer without any successfully-completed sign inventory and replacement projects in the United States within the last ten (10) years, of a size comparable to the City of San Juan Capistrano project, will be considered unqualified for this RFP. 3. SURETY 3.1 For the performance and payment bonds, Identify the bonding company if arrangements have been made; if not, identify the bonding company for the Proposer's most recent project: P - 11 3.2 Name and address of agent: All of the above statements as to experience, financial qualifications, and available plant and equipment are submitted in conjunction with the Proposal, as a part thereof, and the truthfulness and accuracy of the information is guaranteed by the Proposer. PROPOSER'S NAME AUTHORIZED SIGNATURE P - 12 CONTRACT This contract is made and entered into by and between the CITY OF SAN JUAN CAPISTRANO, hereinafter referred to as "CITY" and 3M Company, Inc. hereinafter referred to as "CONTRACTOR." IT IS HEREBY AGREED BETWEEN THE PARTIES AS FOLLOWS: FIRST. CONTRACT DOCUMENTS. The contract documents shall be considered to include the Request for Proposals, the Instructions to Proposers, the Proposal, the Non-Collusion Affidavit, the Designation of Sub-Contractors, the Contract which is prepared for execution by the CITY and the CONTRACTOR. Plans, Specifications and Special Provisions, the Standard Specifications for Public Works Construction, 2012 Edition, including all Supplements, Contract Bonds, Resolutions adopted by the CITY pertaining to the work, insurance policies and certificates, and any supplemental written agreements amending or extending the scope of the work originally contemplated that may be required to complete the work in a substantial and acceptable manner. SECOND. THE WORK. CONTRACTOR agrees to furnish all tools, labor, material, equipment, transportation, and supplies necessary to perform and complete in good and workmanlike manner the construction of Citywide Sign Replacement Pro rg am, in strict conformity with the Request for Proposal, Specifications and all other contract documents prepared by City of San Juan Capistrano and dated April 15, 2013, and the revised June 4, 2013, Scope of Work, which documents are on file at the Office of the City Clerk, City Hall, 32400 Paseo Adelanto, San Juan Capistrano, California. THIRD. PAYMENT. CITY agrees to pay, and CONTRACTOR agrees to accept, the lump sum adjusted for variations of quantities, at the prices designated in the revised 3M Proposal received June 6, 2013, at the time and in the manner set forth in the Specifications. 3M's Revised Proposal dated June 6, 2013, is incorporated into this Contract as Exhibit A. FOURTH. COMMENCEMENT AND COMPLETION OF THE WORK. CONTRACTOR agrees to begin and complete the work within the time specified in the revised Scope of Work and reflected in the revised 3M Proposal. It is agreed that it would be impracticable and extremely difficult to fix the actual amount of damages, and loss sustained by CITY, should CONTRACTOR fail to complete the work in the specified time; therefore, CONTRACTOR shall pay CITY, as liquidated damages, not in the nature of a penalty, Five Hundred (500) Dollars per calendar day for each day C - 1 delayed; provided that extensions of time with waiver of liquidated damages, may be granted as provided in the Specifications. FIFTH. PERFORMANCE BOND AND LABOR AND MATERIAL BOND. CONTRACTOR agrees to furnish bonds guaranteeing the performance of this contract and guaranteeing payment of all labor and material used under this contract, as required by the laws of the State of California, on forms approved by the CITY. The Performance Bond shall be for an amount of one hundred (100) percent of the amount of this contract and shall be conditioned on full and complete performance of the contract, guaranteeing the work against faulty workmanship and materials for a period of one (1) year after completion and acceptance. The Labor and Material Bond shall be for an amount of one hundred (100) percent of the amount of this contract and shall be conditioned upon full payment of all Labor and Material entering into or incidental to the work covered by this contract. CONTRACTOR agrees to furnish the bonds on the forms found within the Specifications. The required Performance and Labor and Materials Bonds shall provide that the surety shall pay attorney's fees incurred by CITY in enforcing this agreement. SIXTH. GENERAL PREVAILING RATE OF PER DIEM WAGES. Pursuant to the Labor Code of the State of California, copies of the prevailing rate of per diem wages, as determined by the Director of the State Department of Industrial Relations, are on file in the Office of the City Clerk, 32400 Paseo Adelanto, San Juan Capistrano, California, and are hereby incorporated and made a part hereof. CONTRACTOR agrees that he, or any SUB-CONTRACTOR under him, shall pay not less than the foregoing specified prevailing rates of wages to all workmen employed in the execution of the contract. SEVENTH. INSURANCE. CONTRACTOR shall maintain at all times during this contract liability and property damage insurance naming the CITY and its elected and appointed officials as a named insured, which such policies shall be of an amount not less than Two Million (2,000,000) Dollars combined single limit. Insurance certificates shall be for a minimum period of one (1) year. CONTRACTOR shall maintain in full force and effect comprehensive automobile liability coverage, including owned, hired, and non-owned vehicles in the following minimum amounts: $1,000,000 property damage; C - 2 $1,000,000 injury to one person/any one occurrence/not limited to contractual period; $2,000,000 injury to more than one person/any one occurrence/not limited to contractual period. The insurance policies shall bear an endorsement or shall have an attached rider providing that in the event of expiration of proposed cancellation of such policies for any reason whatsoever, the CITY shall be notified by registered mail, return receipt requested, giving a sufficient time before the date thereof to comply with the applicable law or statute but in no event less than thirty (30) days before expiration or cancellation is effective. CONTRACTOR shall provide to CITY the policy certificate establishing that the required level of insurance has been satisfied. CONTRACTOR shall indemnify, defend and save harmless the CITY, its officers and employees from and against any and all claims, demands, loss or liability of any kind or nature which CONTRACTOR, its officers and employees may sustain or incur or which may be imposed upon them or any of them for injury to or death of persons, damage to property as a result of, or arising out of, The Contractor's intentional misdeeds or with the negligent performance of the Contractor's obligations under this contract. EIGHTH. COMPLIANCE WITH OTHER PROVISIONS OF LAW RELATIVE TO PUBLIC CONTRACTS. CITY is subject to the provisions of the Government Code and the Labor Code of the State of California. It is stipulated and agreed that all provisions of law applicable to public contracts are a part of this contract to the same extent as though set forth herein and shall be complied with by CONTRACTOR. These include, but are not limited to, the stipulation that eight (8) hours labor constitute a legal day's work and CONTRACTOR shall, as a penalty to CITY, forfeit Twenty-five (25) Dollar for each workman employed in the execution of the Contract by CONTRACTOR, or by any SUB-CONTRACTOR, for each calendar day during which such workman is required or permitted to work more than eight (8) hours in violation of the provisions of Article Three, Chapter One, Part Seven, Division 2, of the California Labor Code, except as permitted by law. NINTH. It is expressly agreed that that Section 14 Indemnification and Section 15 Jobsite Safety contained in the General Conditions of the RFP document are deleted and are not applicable to this Contract. (SIGNATURE PAGE TO FOLLOW) C - 3 IN WITNESS WHEREOF, this contract is executed by the duly authorized agent(s) of CITY, pursuant to City Council action, and by CONTRACTOR on the date set before the name of each. City of San Juan Capistrano Dated: BY: JOHN TAYLOR, MAYOR BY: CONTRACTOR, LICENSE NO. & CLASSIFICATION ATTEST: Maria Morris, City Clerk APPROVED AS TO FORM: Hans Van Ligten, City Attorney C - 4 PERFORMANCE BOND KNOW ALL MEN BY THESE PRESENTS: That as Principal, hereinafter called CONTRACTOR, and , as Surety, hereinafter called SURETY, are held and firmly bound unto the CITY OF SAN JUAN CAPISTRANO, as Obligee, hereinafter called CITY, in the amount of Dollars for payment whereof Contractor and Surety bond themselves, their heirs, executors, administrators, successors, and assigns,jointly and severally, fairly by these presents. WHEREAS, Contractor has by written agreement dated , entered into a (describe agreement):_for the construction of- "Citywide £"Citywide Sign Replacement Program _ which contract is by reference made a part hereof, NOW THEREFORE, the condition of this obligation is such that, if Principal shall promptly and faithfully perform said agreement, then this obligation shall be null and void; otherwise it shall remain in full force and effect. Surety waives whatever legal right it may have to require that a demand be made first against the principal in the event of default. BE IT FURTHER RESOLVED that: 1. As a part of the obligation secured hereby, and in addition to the face amount specified, there shall be included costs and reasonable expenses and fees, including reasonable attorney's fees, incurred by City in successfully enforcing such obligation, all to be taxed as costs and included in any judgment rendered. PB - 1 2. Said Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration, or modification of the contract documents or of the work to be performed thereunder, shall in any way affect its obligations or this bond, and it does hereby waive notice of any such change, extension of time, alterations, or modifications of the contract documents or of work to be performed thereunder. Executed this day of , 2013, at California. PRINCIPAL APPROVED AS TO FORM (NOTARIZATION AND SEAL) Hans Van Ligten, City Attorney SURETY (NOTARIZATION AND SEAL) PB - 2 Premium Included LABOR AND MATERIAL BOND KNOW ALL MEN BY THESE PRESENTS: That WHEREAS, the CITY OF SAN JUAN CAPISTRANO, a municipal corporation of Orange County, California, has awarded to , License No. hereinafter designated as "Principal", a contract for the construction of"Citywide Sign Replacement Program" ; and WHEREAS, said Principal is required to furnish a bond in connection with the said contract providing that if said Principal, or any of his or its sub-contractors, shall fail to pay for any materials, provisions, provender or other supplies or teams used in, upon, for or about the performance of the work contracted to be done, or for any work or labor done thereon of any kind, the surety or this bond will pay the same. NOW, THEREFORE, we , Principal, and , as surety, are Held firmly bound unto the City of San Juan Capistrano, a municipal corporation, in the penal sum of DOLLARS ($ ), lawful money of the United States of America, for payment of which sum well and truly to be made we bind ourselves, our heirs, executors, administrators and successors,jointly and severally, firmly by these presents. THE CONDITION OF THIS OBLIGATION is such that, if said Principal, his or its heirs, executors, administrators, successors or assigns, or sub-contractors, shall fail to pay for any materials, provisions, provender, or teams, or other supplies or equipment used in, upon, for or about the performance of the work contracted to be done, or for any work or labor done thereon of any kind, or for amounts due under the Unemployment Insurance Act with respect to such work or labor as required by the provisions of Title 1, Division 5, Chapter 3 of the Government Code of California as amended, that the surety will pay for the same in an amount not exceeding the sum specified in this bond and also in case suit is brought upon the bond, a reasonable attorney's fee to be fixed by the court. This bond shall inure to the benefit of an and all persons, companies and corporations entitled to file claims under said act, so as to give a right of action to them or their assigns in any suite brought upon this bond. FURTHER, the said surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration or modification of the contract documents or of the work to be performed thereunder shall in any way affect its obligation on this bond and it does hereby waive notice of any such change, extension of time, alteration or modification of the contract documents or of work to be performed thereunder. LM - 1 As a part of the obligation secured thereby, and in addition to the face amount specified therefore, there shall be included costs and reasonable expenses and fees, including reasonable attorney's fees, incurred by City in successfully enforcing such obligation, all to be taxed as costs and included in any judgment rendered. IN WITNESS WHEREOF three (3) identical counterparts of this instrument, each of which shall for all purposes be deemed an original thereof, have been duly executed by the Principal and surety herein named on the day of , 2013. The name and corporate seal of each corporate party being hereto affixed and these presents duly signed by its undersigned representatives pursuant to authority of its governing body. PRINCIPAL By SURETY By APPROVED AS TO FORM Hans Van Ligten, City Attorney LM - 2 CITY OF SAN JUAN CAPISTRANO CITYWIDE SIGN REPLACEMENT PROGRAM GENERAL CONDITIONS SECTION 1 —STANDARD SPECIFICATIONS The contractor shall perform his work in accordance with the Standard Specifications for Public Works Construction 2012 Edition includingall ll supplemental editions and addendums, hereinafter referred to as the Standard Specifications. The Contractor shall maintain a copy of this book on the job-site at all times. Unless otherwise specified, errata and supplements to the Standard Specifications shall be part of these specifications. The provisions of the Standard Specifications shall be modified as indicated below: Change 1: Contract Termination "If at any time, in the opinion of the Public Works Director, Contractor fails to supply suitable equipment, an adequate working force, or material of proper quality, or shall fail in any respect to prosecute any work with the diligence and force specified and intended in and by the terms of the Contract, notice thereof in writing shall be served upon him, and should he neglect or refuse to provide means for satisfactory compliance with the contract, as directed by the Public Works Director, within the time specified in such notice, the City of San Juan Capistrano, in any such case, shall have the power to terminate all or any portion of the contract. Upon receiving notice of such termination, Contractor shall discontinue said work or such parts of it as the City of San Juan Capistrano may designate. Upon such termination, the Contractor's control shall terminate and thereupon the Members of the City Council, or its duly authorized representative, may take possession of all or any part of the Contractor's materials, tools, equipment, appliances, and plant, and buy such additional materials and supplies at the Contractor's expense as may be necessary for the proper conduct of the work and for completion thereof, or may employ other parties to carry the contract to completion, employ the necessary workmen, substitute other machinery or materials and purchase the materials contracted for, in such manner as the City of San Juan Capistrano may deem proper; or the Members of the City Council may annul and cancel the contract and re-let the work or any part thereof. Any excess of cost arising therefrom over and above the contract price will be charged against the Contractor and his sureties, who will be liable therefore. In the event of such termination, all money due the Contractor retained under the terms of this contract shall be forfeited to the City of San Juan Capistrano; but such forfeiture will not release the Contractor or the sureties from liability or failure to fulfill the contract. Contractor and sureties will be credited with the amount of monies so forfeited toward any excess of cost over and above the contract price, arising from the suspension of the operation of the contract and the completion of the work by the City of San Juan Capistrano as provided above, and the Contractor will be credited with any surplus remaining after all just claims for such completion have been paid." Change 2: Section 7-13 —Laws to be Observed GC - 1 Add: "All contractors and subcontractors shall comply with all sections of the Municipal Code of the City of San Juan Capistrano, especially Section: 6-3.06(b), (c), (d) and (e) and shall secure the services of the City's exclusive solid waste hauler for their solid waste handling needs." Change 3: Section 8 —Facilities for City Personnel Delete this Section. Change 4: Section 2-9.3 —Survey Services The Contractor will perform and be responsible for the accuracy of survey adequate for construction. The Contractor shall preserve construction survey stakes and marks for the duration of their usefulness. If any construction survey stakes are lost or disturbed and need to be replaced, such replacement shall be by the Contractor at his expense. The Contractor shall dig all holes necessary for line and grade stakes. Unless Otherwise specified, stakes will be set and stationed by the Contractor for roadway improvements, walls, fences, sewers, storm drains, structures and rough grade and a corresponding cut or fill to finished grade (or flowline) indicated on a grade sheet. Change 5: Section 7-10.2—Storage of Equipment and Materials in Public Streets Construction equipment and materials shall not be stored in streets, roads, highways or public right- of-way. All materials or equipment not installed or used in construction within the daily work period shall be stored elsewhere by the contractor at its expense. Construction equipment shall not be stored at the work site before its actual use on the work. Excavated material, except that which is to be used as backfill in the adjacent trench, shall not be stored in public streets, roads, highways or public right-of-way. After placing backfill, all excess material shall be removed immediately from the site. Contractor shall locate and obtain storage area in area of work. Should Contractor obtain permission from private land owner for use of private property for storage and staging of construction operations, materials and equipment, Contractor shall provide in writing to City Engineer letter stating use of land is approved prior to occupying said property. City will not provide storage or staging area for Contractors use. SECTION 2—TRAFFIC MANUAL The contractor shall also perform his work in accordance with the most recent edition of the California Manual on Uniform Traffic Control Devices (CA MUTCD). The Plans, Specifications, and other Contract Documents shall govern the Work. The Contract Documents are intended to be complementary and cooperative. Anything specified in the Specifications and not shown on the Plans, or shown on the Plans and not specified in the Specifications, shall be as though shown on or specified in both. GC - 2 The Plans shall be supplemented by such working drawings and shop drawings as are necessary to adequately control the Work. The Contractor shall ascertain the existence of any conditions affecting the cost of the Work through a reasonable examination of the Work site prior to submitting the Bid. Existing improvements visible at the Work site, for which no specific disposition is made on the Plans, but which interfere with the completion of the Work, shall be removed and disposed of by the Contractor. The Contractor shall, upon discovering any error or omission in the Plans or Specifications, immediately call it to the attention of the Engineer. SECTION 3 —TERMS DEFINED Whenever in the said Standard Specifications the following terms are used, it is hereby provided that the following City departments or person shall be intended: AGENCY shall mean City of San Juan Capistrano whenever appropriate. BOARD shall mean the City Council of the City of San Juan Capistrano. ENGINEER shall mean City Engineer or other person(s)designated by same. SECTION 4—FLOW AND ACCEPTANCE OF WATER Surface or other waters may be encountered at various times during construction. The Contractor, by submitting a proposal, acknowledges that he has investigated the risks arising from surface or other waters and has prepared his proposal accordingly. It shall be the sole responsibility of the Contractor to protect his work from danger due to any waters encountered. Should any damage to the work due to surface or other water occur prior to acceptance of the work by the City, the Contractor shall repair such damage at his expense. Contractor shall design and provide temporary pipe network and graded channels within work area to divert street run-off across and through work area. Piping system shall be sized to accept low flows, nuisance run off during grading operations. Drainage within graded dirt areas shall be designed with settling basins to capture sediment prior to entering City storm drain piping within Del Obispo Road. SECTION 5 —WATER Water will be available from the City of San Juan Capistrano. Arrangements for temporary construction water services permit and water service may be made by contacting the City of San Juan Capistrano Utilities Department at (949) 487-4300 one week prior to need for service. All water facility construction shall conform to the "Standard Specifications," City of San Juan Capistrano Utilities Department, and "The Uniform Plumbing Code," 2010 Edition. GC - 3 SECTION 6— INSURANCE AND OVERHEAD COSTS The Contractor shall receive no direct compensation for insurance and overhead (move-in costs, for example) costs. Accordingly, these costs should be prorated to the appropriate proposal items. SECTION 7—PROTECTION OF EXISTING UTILITIES (UNDERGROUND SERVICE ALERT) The Engineer has endeavored to show all existing utilities. The Contractor must, however, take all due precautionary measures to protect all of the existing utilities. The Contractor shall have all utilities located by contacting the responsible agency at lease forty-eight (48) hours prior to commencing any construction work. The Contractor's attention is directed to the utility notification service provided by UNDERGROUND SERVICE ALERT (USA). USA member utilities will provide the Contractor with the locations of their substructures in the construction area when the Contractor gives at least forth-eight (48) hours notice to the USA by calling 1-800-422-4133. Other utility phone numbers are noted on Sheet 1 of the plans. Full compensation for conforming to the requirements of this section shall be considered as included in the contract proposal prices paid for the various items of work, and no additional compensation will be allowed therefore. SECTION 8 —PROTECTION OF PRIVATE PROPERTY The Contractor must remain within the construction zone to the best of his ability. The Contractor must protect all existing private property improvements, unless otherwise shown on the Plans to be removed, relocated, or location of improvements require temporary demolition and replacement. Improvements shall be reconstructed in a timely manner equal to or better than the preconstruction condition and to the satisfaction of the owner. Prior to removal of any material including walks, walls, landscape shrubs and trees from private property Contractor shall meet with property owner and Agency Representative to review removal limits and impact to existing property. Contractor shall stake clearing limits on private property based on construction plans to review impacts with property owners. SECTION 9—CONSTRUCTION ZONE Contractor shall protect property and facilities adjacent to the construction zone, and all property and facilities within the construction zone which are shown on the plans to be protected. After completion of project, the construction zone shall be clean and in a presentable condition. All public- or privately-owned improvements and facilities shall be restored to their original condition and location. In the event improvements of facilities are damaged, they shall be replaced with new materials equal to the original. Nothing herein shall be construed to entitle the Contractor to the exclusive use of any public street, way or parking area during performance of the contract work, and Contractor shall conduct his operations so as not to interfere with the authorized work of utility companies or other agencies in such streets, way or parking areas. GC - 4 The Contractor shall be responsible for investigating conditions of available public and private roads and of clearances, restrictions and other limitations affecting transportation and ingress and egress to the site of the work. In an emergency situation, such as a storm event, or when required by the County of Orange, Contractor shall remove all equipment as requested. SECTION 10—PRE-CONSTRUCTION COORDINATION MEETING Prior to the commencement of construction, arrangements will be made for a meeting between the Contractor, the Engineer, and involved utility representatives. The purpose of this meeting is to coordinate the activities of the Contractor within the limits of this contract, review scheduling, discuss construction methods and clarify inspection procedures. The Contractor will be required to submit a complete schedule in the attached form showing the number of working days required to complete each phase of the project. This schedule shall be approved by the City Engineer prior to the start of construction. SECTION 11 —PROJECT SITE MAINTENANCE Water Pollution Control No person shall commence or continue any construction project in the CITY that causes the disturbance of existing ground by clearing, grading, saw cutting, or excavating without obtaining a permit from the CITY. The CONTRACTOR shall be informed regarding, and shall adhere to, the requirements of the State Water Resources Control Board and the San Diego Regional Water Quality Control Board (RWQCB). All work shall be performed in accordance with: 1. The National Pollutant Discharge Elimination System (NPDES) General Permit for Storm Water Discharges Associated with Construction Activity (General Permit) (when applicable), Water Quality Order 99-08-DWQ,NPDES No. CAS000002 and subsequent modifications, which can be found on the internet at: http://www.waterboards.ca.gov/stormwtr/construction.html 2. The Waste Discharge Requirements for Discharges of Urban Runoff from the Municipal Separate Storm Sewer Systems (MS4s) Water Quality Order No. R9-2002-0001, NPDES NO. CAS0108740; and any subsequent modifications thereof; The following requirements shall apply to all projects undergoing construction in the CITY. The requirements set forth below shall apply at the time of demolition of an existing structure or construction. 1. The CONTRACTOR shall prepare a Storm Water Pollution Prevention Plan (SWPPP) for the project construction activities in accordance with City Requirements and State of California standards. CONTRACTOR shall submit SWPPP to City for review and approvals. Once SWPP is approved, by City, Contractor shall file notice of Intent and pay all fees to State for construction permits. The CONTRACTOR shall implement of an effective combination of GC - 5 erosion and sediment controls, waste and materials management controls, and other BMPs, as required to minimize transport of pollutants from the site to streets, drainage facilities or adjoining property by wind or runoff,to the maximum extent practicable. If the Engineer determines that the CONTRACTOR'S measures are not adequate, the CONTRACTOR shall provide whatever additional measures are required to achieve compliance. 2. The CONTRACTOR shall designate a qualified person who is trained and competent in the use of Best Management Practices (BMP's) and who shall be on the site daily, although not necessarily full time, to evaluate the conditions of the site with respect to storm water pollution prevention. This person shall ensure the implementation of the conditions of the City of San Juan Capistrano, the Contract Documents, the City's Local water quality ordinance (www.sanjuancapistrano.org), and other State and local regulations and ordinances with respect to control of erosion, sediment and other forms of water pollution, as well as other waste management regulations. Further, this person shall be responsible for monitoring weather and implementation of any emergency plans as needed. The weather shall be monitored on a five- day forecast plan and a full BMP protection plan shall be activated when a 40% chance of rain is forecasted. This person shall also be responsible for overseeing the general project operations and evaluating the effectiveness of the BMPs. This person shall modify the BMP's as necessary to keep the project site in compliance. This person or other designated site management staff shall be responsible to inspect the BMP's routinely and ensure maintenance measures are implemented. 3. The CONTRACTOR shall educate all employees, subcontractors,and suppliers about storm water BMPs and water pollution controls required during various construction activities to prevent the impact of construction discharges. The CONTRACTOR shall ensure that all personnel are trained in basic urban runoff management.A list of attendees and copies of the educational materials shall be kept on file at the site and submitted to the Engineer at the conclusion of each training session, upon request. 4. The CONTRACTOR shall protect with BMPs, such as gravel bags and filter fabric or other BMP approved by the CITY, all new and existing storm water conveyance system structures and other facilities from sedimentation or other related construction debris and discharges, or by any other equal product that is approved by the Engineer. 5. No washing of construction or other industrial vehicles shall be allowed adjacent to a construction site. No water from washing vehicles on a construction site is allowed to run off into the CITY'S storm drain system, including the streets and gutters. 6. The CONTRACTOR shall prevent any discharge of concrete rinse water, saw cutting and cold milling materials, and other pollutant into a stormwater conveyance facility with physical barriers. Polluted discharges are prohibited from entering the storm drain system, including the streets and gutters. 7. Any sediments or other materials, which are not retained on the site shall be removed the same day prior to leaving the site. Where determined necessary by the Engineer or his or her designated representative,a temporary sediment barrier shall be installed. 8. On an emergency basis only, plastic covering may be utilized to prevent erosion of an otherwise unprotected area, along with runoff devices to intercept and effectively convey the runoff to the GC - 6 storm drain system after elimination of contaminants. These measures cannot be used for a duration longer than 48 hours unless specifically approved by the CITY. 9. Drainage controls shall be utilized at all project locations. Nuisance flow resulting from landscaping and irrigation runoff(if applicable) shall be retained on-site the extent of proposed construction activities. 10. CONTRACTOR shall refer to and be familiar with the most recent edition of the Construction BMP Handbook, produced and published by the California Stormwater Quality Association at www.caBMPhandbooks.com . This document can be used for specific guidance on selecting best management practices for reducing pollutants in storm water discharges from construction activities. 11. Littering. No person shall throw, deposit, place, leave, maintain, keep or permit to be thrown, deposited, placed, left or maintained or kept, any refuse, rubbish, garbage, broken concrete, or any other discarded or abandoned, articles or accumulations, in or upon any street, alley, sidewalk, storm drain, inlet, catch basin conduit or drainage structure, business place, or upon any public or private plot of land in the CITY, so that the same might be or become a pollutant, except in containers,recycling bags, or other lawfully established waste disposal facilities. 12. At least 24 hours in advance of any storm event where the probability of rain is 40 percent or greater, all BMPs that are installed in the curb and gutter, in front of or on a storm drain catch basin, or around storm drain drop inlets are to be removed to prevent blocking of any storm drain or impede drainage. This does not relieve the CONTRACTOR'S obligation to prevent silt, sediment, or any other pollutant from entering the storm drain system as a result of work activities. 13. During the dry season (May 1 through September 30 each year), the CONTRACTOR shall inspect at least weekly all pollutant control measures installed to mitigate construction activities during the dry season. For the duration of the project, the CONTRACTOR shall submit, with each progress payment request, documentation that these pollutant control measures were inspected, including detailed inspection reports. 14. During the rainy season (October 1 st through April 30th each year), the CONTRACTOR shall inspect at least daily all pollutant control measures, and inspect before and after every rain event and every 24 hours during any prolonged rain event. The CONTRACTOR shall implement special maintenance measures as required to meet all requirements at CONTRACTOR'S expense. At the conclusion of any rain event, the CONTRACTOR shall immediately repair all pollutant control measures. For the duration of the project, the CONTRACTOR shall submit, with each progress payment request, documentation that these pollutant control measures were inspected, including detailed inspection reports, and a list of BMP's that were found to be inadequate. 15. The CONTRACTOR shall perform routine maintenance of all pollution control measures continuously for the duration of the project. The CONTRACTOR shall implement special maintenance measures before and after every rain event and every 24 hours during any prolonged rain event. The CONTRACTOR shall maintain and repair all pollutant control measures as soon as possible after the conclusion of each rain event as worker safety allows. For the duration of the project, the CONTRACTOR shall submit, with each progress payment request, documentation that these pollutant control measures were maintained, including detailed GC - 7 inspection reports, work orders on daily routine work and special maintenance work that was performed, and a list of BMP's that were found to be inadequate. 16. Upon completion of project construction and acceptance of project by City, Contractor shall file Notice of Termination with State of California for construction operations. The CONTRACTOR shall monitor the project site for unmitigated non-stormwater discharge 24 hours and day, 7 days a week, throughout the duration of the project construction. If an unmitigated non- stormwater discharge leaves the project site at any time, the CONTRACTOR shall immediately stop all the activity causing the discharge and mitigate the discharge. The CONTRACTOR shall also immediately notify the Engineer of the discharge. As soon as practical, any and all waste material, sediment, debris or other pollution from any discharge shall be removed from the drainage system by the CONTRACTOR. The CONTRACTOR shall adhere to reporting requirements as identified in the General Permit for Construction Water Quality Order 99-08-DWQ,NPDES No. CAS000002. Whenever an authorized inspector has reasonable cause to believe that there exists on the construction site any condition, which constitutes an impact to human or environmental health (as defined in the CITY's stormwater program), or if CONTRACTOR is notified of required corrections and does not correct in the amount of time provided and/or violation of the provisions of the requirements herein, the permit will cause to be in effect, and all construction works on the site shall be terminated at the CONTRACTOR'S expense. The CONTRACTOR shall conform to all Stormwater control BMPs designated by the Engineer, in accordance with the recommendations and specifications set forth in the Stormwater NPDES, and as outlined herein in this Contract Document. SECTION 12—PRESERVATION OF SURVEY MONUMENT Effective January 1, 1995, AB 1414 "Preservation of Survey Monumentation Compliance with Section 8771 of the Business and Professional Code" provides for the preservation of Survey Monuments in construction projects. This legislation mandates that prior to construction monuments are to be referenced in the field and "Corner Records" prepared for filing in the Office of the County Surveyor. It also mandates that after construction, monuments are to be reset and "Corner Records" filed with the County Surveyor. This must be done prior to certifying completion of a project. The City requires monumentation preservation on all capital improvement projects where monumentation points are present and the contractor shall be responsible for submitting proper documentation to the Office of the County Surveyor in compliance with AB 1414. Project finalization, Notice of Completion and/or release of retention shall be contingent upon obtaining documentation from the contractor's project surveyor or engineer that monuments have been set or restored and Corner Records filed with, and to, the satisfaction of the County Surveyor. All costs necessary to comply with this legislation shall be allocated to the appropriate proposal item. SECTION 13 —MONUMENTATION IDENTIFICATION In accordance with the Professional Land Surveyor Act, Section 8772, any monument set by a licensed land surveyor or registered civil engineer to mark or reference a point on a property or land line shall be permanently and visibly marked or tagged with the certificate number of the surveyor GC - 8 or civil engineer setting it, each number to be preceded by the letters "L.S." or "R.C.E.," respectively, as the case may be or, if the monument is set by a public agency, it shall be marked with the name of the agency and the political subdivision it serves. Nothing in this section shall prevent the inclusion of other information on the tag which will assist in the tracing or location of the survey records which relate to the tagged monument. Centerline ties filed with the Orange County Surveyor will be checked for compliance with this law. SECTION 14—DELETED SECTION 15 —DELETED SECTION 16—HOURS OF WORK The City of San Juan Capistrano construction work hours are: Monday through Friday: 7 a.m.—5 p.m. Saturday: 8:30 a.m.—4:30 p.m. Sunday None Federal Holidays None GC - 9 CITY OF SAN JUAN CAPISTRANO CITYWIDE SIGN REPLACEMENT PROGRAM DETAIL SPECIFICATIONS AND METHOD OF PAYMENT BID ITEM 1 —MOBILIZATION Mobilization shall include the costs incurred by the Contractor for providing bonds, insurance, permits, and licenses as required; initial move-in costs of labor, equipment, tools, materials and incidentals; all subsequent move-in and move-out costs for construction of the different items of work required by either the Contractor's operations or due to the coordination required by the Contractor with subcontractors, utility agency work, and all the preparatory work and operations for which no separate bid item is provided in the proposal. Contractor is responsible for furnishing, installing, and maintaining all storage buildings or sheds required for temporary storage of products, equipment, or materials that have not yet been installed and removed in the Work. All such storage shall meet manufacturer's specified storage requirements, and the specific provisions of the specifications, including temperature and humidity control, if recommended by the manufacturer, and for all security. Measurement and Payment — Mobilization (including demobilization) will be paid for at the Contract Lump Sum Price in accordance with Section 9-3 of the Standard Specifications. The lump sum price shall be considered full compensation for furnishing all labor, materials, tools, equipment, apparatus and incidentals for doing all the work required. Payment shall be considered full compensation for obtaining all business licenses and permits, as required for the entire project, from all related agencies including but not limited to utility companies, private and public agencies. The compensation shall include compliance with the requirements specified in those licenses and permits; and incidentals necessary to perform all related items of work. The price listed in the bid proposal shall not exceed 10% of the total of all bid items listed in the bid proposal. Progress payments for mobilization and preparatory work will be made as follows: a. For the first progress payment (after the Contractor's acceptance of the Notice to Proceed), 40% of the amount bid for mobilization and preparatory work will be allowed. b. When 25% of the total original contract amount is earned from other bid schedule items of work, an additional 20% of the amount bid for mobilization and preparatory work will be allowed. c. When 50% of the total original contract amount is earned from other bid schedule items of work, an additional 20% of the amount bid for mobilization and preparatory work will be allowed. d. When 75% of the total original contract amount is earned from other bid schedule items of work, an additional 10% of the amount bid for mobilization and preparatory work will be allowed. e. When 90% of the total original contract amount is earned from other bid schedule items of work, an additional 10% of the amount bid for mobilization and preparatory work will be allowed. BID ITEM 2 — REMOVE AND REPLACE EXISTING SIGNS, SUPPORTS, AND MOUNTING HARDWARE FOR MAINTENANCE ZONE 1 DS - 1 Removal and replacement of existing signs and mounting hardware for Maintenance Zone 1 shall consist of removal and replacement of all signs and mounting hardware, as identified in Appendix Al. All signs, with the exception of D3 street name signs, shall be replaced per CA MUTCD sign codes. D3 signs shall be replaced per City of San Juan Capistrano Standard Plan No. 600. Removal and replacement of existing supports for the Maintenance Zone 1 shall consist of removal of supports that are in "critical" or "fair" condition, removal of"U-Channel" supports, removal of "Wood Post" supports, and removal of"Round" supports that are not attached to a D3 street name sign, and as identified in Appendix Al for all supports in Maintenance Zone 1. All supports shall be replaced by "Square" supports, with the exception of supports for D3 street name signs. Removal and replacement of existing supports for D3 signs shall consist of removal of supports that are that are in "critical" or "fair" condition, and shall be replaced per City of San Juan Capistrano Standard Plan No. 600. Removal and replacement of existing signs and mounting hardware for the Los Rios District shall consist of removal and replacement of all signs and mounting hardware, as identified in Appendix B I. All signs, with the exception of D3 street name signs, shall be replaced per CA MUTCD sign codes. D3 signs shall be replaced per City of San Juan Capistrano Standard Plan No. 600. Removal and replacement of existing supports for the Los Rios District shall consist of removal of supports that are that are in "critical" or "fair" condition, removal of "U-Channel" supports, removal of"Square" supports, and removal of"Round" supports that are not attached to a D3 street name sign, and as identified in Appendix B1 for all supports in the Los Rios District. All supports shall be replaced by"Wood Post" supports, with the exception of supports for D3 street name signs. Removal and replacement of existing supports for D3 signs shall consist of removal of supports that are that are in "critical" or "fair" condition, and shall be replaced per City of San Juan Capistrano Standard Plan No. 600. Measurement and Payment—Removal and replacement of existing signs, supports, and mounting hardware for Maintenance Zone 1 shall be paid for at the Contract Lump Sum Price. The lump sum price shall be considered full compensation for furnishing all labor, materials, tools, equipment, apparatus and incidentals for doing all work required as specified and no additional compensation shall be made therefore. BID ITEM 3 — REMOVE AND REPLACE EXISTING SIGNS, SUPPORTS, AND MOUNTING HARDWARE FOR MAINTENANCE ZONE 2 Removal and replacement of existing signs and mounting hardware for Maintenance Zone 2 shall consist of removal and replacement of all signs and mounting hardware, as identified in Appendix Cl. All signs, with the exception of D3 street name signs, shall be replaced per CA MUTCD sign codes. D3 signs shall be replaced per City of San Juan Capistrano Standard Plan No. 600. Removal and replacement of existing supports for the Maintenance Zone 2 shall consist of removal of supports that are in "critical" or "fair" condition, removal of"U-Channel" supports, removal of "Wood Post" supports, and removal of"Round" supports that are not attached to a D3 street name sign, and as identified in Appendix Cl for all supports in Maintenance Zone 2. All supports shall be replaced by "Square" supports, with the exception of supports for D3 street name signs. Removal and replacement of existing supports for D3 signs shall consist of removal of supports that DS - 2 are that are in "critical" or "fair" condition, and shall be replaced per City of San Juan Capistrano Standard Plan No. 600. Measurement and Payment — Removal and replacement of existing signs, supports, and mounting hardware for Maintenance Zone 2 shall be paid for at the Contract Lump Sum Price. The lump sum price shall be considered full compensation for furnishing all labor, materials, tools, equipment, apparatus and incidentals for doing all work required as specified and no additional compensation shall be made therefore. BID ITEM 4 — REMOVE AND REPLACE EXISTING SIGNS SUPPORTS AND MOUNTING HARDWARE FOR MAINTENANCE ZONE 3 Removal and replacement of existing signs and mounting hardware for Maintenance Zone 3 shall consist of removal and replacement of all signs and mounting hardware, as identified in Appendix DI. All signs, with the exception of D3 street name signs, shall be replaced per CA MUTCD sign codes. D3 signs shall be replaced per City of San Juan Capistrano Standard Plan No. 600. Removal and replacement of existing supports for the Maintenance Zone 3 shall consist of removal of supports that are in "critical" or "fair" condition, removal of"U-Channel" supports, removal of "Wood Post" supports, and removal of"Round" supports that are not attached to a D3 street name sign, and as identified in Appendix DI for all supports in Maintenance Zone 3. All supports shall be replaced by "Square" supports, with the exception of supports for D3 street name signs. Removal and replacement of existing supports for D3 signs shall consist of removal of supports that are that are in "critical" or "fair" condition, and shall be replaced per City of San Juan Capistrano Standard Plan No. 600. Measurement and Payment—Removal and replacement of existing signs, supports, and mounting hardware for Maintenance Zone 3 shall be paid for at the Contract Lump Sum Price. The lump sum price shall be considered full compensation for furnishing all labor, materials, tools, equipment, apparatus and incidentals for doing all work required as specified and no additional compensation shall be made therefore. BID ITEM 5 — REMOVE AND REPLACE EXISTING SIGNS, SUPPORTS, AND MOUNTING HARDWARE FOR MAINTENANCE ZONE 4 Removal and replacement of existing signs and mounting hardware for Maintenance Zone 4 shall consist of removal and replacement of all signs and mounting hardware, as identified in Appendix El. All signs, with the exception of D3 street name signs, shall be replaced per CA MUTCD sign codes. D3 signs shall be replaced per City of San Juan Capistrano Standard Plan No. 600. Removal and replacement of existing supports for the Maintenance Zone 4 shall consist of removal of supports that are in "critical" or "fair" condition, removal of"U-Channel" supports, removal of "Wood Post" supports, and removal of"Round" supports that are not attached to a D3 street name sign, and as identified in Appendix El for all supports in Maintenance Zone 4. All supports shall be replaced by "Square" supports, with the exception of supports for D3 street name signs. Removal and replacement of existing supports for D3 signs shall consist of removal of supports that are that are in "critical" or"fair" condition, and shall be replaced per City of San Juan Capistrano Standard Plan No. 600. DS - 3 Measurement and Payment—Removal and replacement of existing signs, supports, and mounting hardware for Maintenance Zone 4 shall be paid for at the Contract Lump Sum Price. The lump sum price shall be considered full compensation for furnishing all labor, materials, tools, equipment, apparatus and incidentals for doing all work required as specified and no additional compensation shall be made therefore. BID ITEM 6 — REMOVE AND REPLACE EXISTING SIGNS, SUPPORTS, AND MOUNTING HARDWARE FOR MAINTENANCE ZONE 5 Removal and replacement of existing signs and mounting hardware for Maintenance Zone 5 shall consist of removal and replacement of all signs and mounting hardware, as identified in Appendix Fl. All signs, with the exception of D3 street name signs, shall be replaced per CA MUTCD sign codes. D3 signs shall be replaced per City of San Juan Capistrano Standard Plan No. 600. Removal and replacement of existing supports for the Maintenance Zone 5 shall consist of removal of supports that are in "critical" or "fair" condition, removal of"U-Channel" supports, removal of "Wood Post" supports, and removal of"Round" supports that are not attached to a D3 street name sign, and as identified in Appendix F 1 for all supports in Maintenance Zone 5. All supports shall be replaced by "Square" supports, with the exception of supports for D3 street name signs. Removal and replacement of existing supports for D3 signs shall consist of removal of supports that are that are in "critical" or "fair" condition, and shall be replaced per City of San Juan Capistrano Standard Plan No. 600. Measurement and Payment—Removal and replacement of existing signs, supports, and mounting hardware for Maintenance Zone 5 shall be paid for at the Contract Lump Sum Price. The lump sum price shall be considered full compensation for furnishing all labor, materials, tools, equipment, apparatus and incidentals for doing all work required as specified and no additional compensation shall be made therefore. BID ITEM 7 — REMOVE AND REPLACE EXISTING SIGNS, SUPPORTS, AND MOUNTING HARDWARE FOR MAINTENANCE ZONE 6 Removal and replacement of existing signs and mounting hardware for Maintenance Zone 6 shall consist of removal and replacement of all signs and mounting hardware, as identified in Appendix G1. All signs, with the exception of D3 street name signs, shall be replaced per CA MUTCD sign codes. D3 signs shall be replaced per City of San Juan Capistrano Standard Plan No. 600. Removal and replacement of existing supports for the Maintenance Zone 6 shall consist of removal of supports that are in "critical" or "fair" condition, removal of"U-Channel" supports, removal of "Wood Post" supports, and removal of"Round" supports that are not attached to a D3 street name sign, and as identified in Appendix G 1 for all supports in Maintenance Zone 6. All supports shall be replaced by "Square" supports, with the exception of supports for D3 street name signs. Removal and replacement of existing supports for D3 signs shall consist of removal of supports that are that are in "critical" or "fair" condition, and shall be replaced per City of San Juan Capistrano Standard Plan No. 600. Measurement and Payment— Removal and replacement of existing signs, supports, and mounting hardware for Maintenance Zone 6 shall be paid for at the Contract Lump Sum Price. The lump sum price shall be considered full compensation for furnishing all labor, materials, tools, equipment, DS - 4 apparatus and incidentals for doing all work required as specified and no additional compensation shall be made therefore. BID ITEM 8 —UPDATE CITYWIDE SIGN INVENTORY ON 3M FAST TOOLS SYSTEM Update of the Citywide Sign Inventory on 3M Fast Tools System shall include all costs incurred by the contractor to update the sign, support, and hardware sign inventory as signs are replaced. Contractor is required to completely update the zone in which signs have been replaced, in 3M Fast Tools System, prior to starting the update on the next zone. Progress payments will not be made on incomplete updates of the inventory. Measurement and Payment — Update of the Citywide Sign Inventory on 3M Fast Tools System shall be paid for at the Contract Lump Sum Price. The lump sum price shall be considered full compensation for furnishing all labor, materials, tools, equipment, apparatus and incidentals for doing all work required as specified and no additional compensation shall be made therefore. Progress payments for Update of the Citywide Sign Inventory on 3M Fast Tools System will be made as follows: a. When any single Maintenance Area Zone inventories are updated and the update have been checked/approved by City staff, 15% of the amount bid for Update of the Citywide Sign. Inventory on 3M Fast Tools System will be allowed. b. When any two Maintenance Area Zone inventories are updated and the update have been checked/approved by City staff, an additional 15%, and up to 30% of the amount bid for Update of the Citywide Sign Inventory on 3M Fast Tools System will be allowed. c. When any three Maintenance Area Zone inventories are updated and the update have been checked/approved by City staff, an additional 15%, and up to 45% of the amount bid for Update of the Citywide Sign Inventory on 3M Fast Tools System will be allowed. d. When any four Maintenance Area Zone inventories are updated and the update have been checked/approved by City staff, an additional 15%, and up to 60%, of the amount bid for Update of the Citywide Sign Inventory on 3M Fast Tools System will be allowed. e. When any five Maintenance Area Zone inventories are updated and the update have been checked/approved by City staff, an additional 15%, and up to 75%, of the amount bid for Update of the Citywide Sign Inventory on 3M Fast Tools System will be allowed. f. When all Maintenance Area Zones are updated and the update have been checked/approved by City staff, an additional 20%, and up to 95%, of the amount bid for Update of the Citywide Sign Inventory on 3M Fast Tools System will be allowed. INCIDENTALS The following items are considered incidentals to the bid items shown above and will not be paid for separately. Accordingly, these costs,should be prorated to the appropriate bid items. A. REMOVAL, STORAGE, AND DISPOSAL OF MATERIAL Removal and disposal of materials shall include removal and disposal of existing, signs, supports, hardware, concrete, wood posts, metal posts, brackets, mounting straps and other miscellaneous materials encountered for removal and replacement of existing signs. DS - 5 Measurement and Payment — Full compensation for conforming to the requirements of this item shall include all labor, materials, tools and equipment necessary to carry out the work as specified here-in. Payment for this work shall be considered as included in various items of work and no additional compensation will be allowed. DS - 6 CITY OF SAN JUAN CAPISTRANO CITYWIDE SIGN REPLACEMENT PROGRAM SUPPLEMENTAL PROVISIONS SECTION 201 - CONCRETE, MORTAR, AND RELATED MATERIALS 201-1 PORTLAND CEMENT CONCRETE 201-1.1.2 Concrete Specified by Class and Alternate Class. All concrete used within the right-of-way shall be 560-C-3250 SECTION 204 - LUMBER AND TREATMENT WITH PRESERVATIVES 204-1 LUMBER AND PLYWOOD Add the following section: 204-1.1.2.1 Douglas fir Post Signs to be mounted on wood posts shall mount to a 4'x4" No. 1 grade pressure treated Douglas fir. SECTION 206 - MISCELLANEOUS METAL ITEMS Add the following section: 206-7 ROADSIDE SIGNS 206-7.1 Sign Panel Aluminum panel shall be 6061-T6 alloy, 0.080" Thickness. 206-7.2 Street Name Signs Street Name Signs shall be installed per City of San Juan Capistrano Standard Plan No. 600. 206-7.3 Light Steel Tube Posts. Signs designated to be mounted to square 2" steel tube posts shall be installed on 12-gage cold- rolled steel perforated tubing posts with break-away base, "Telespar" or approved equal shall be used with the exception of those signs located in the "Los Rios Historic District". Tube posts shall have a galvanized finish and shall be cold-roll-formed steel conforming to ASTM A-446, Grade A. Galvanizing shall conform to ASTM A-525, Designation G-90. Galvanizing shall be performed after all forming and punching operations have been completed. Cold-rolled steel perforated tubing shall be performed on all four faces with 7/16" holes on 1" centers. SP - 1 Add the following section: 206-8 SIGN HARDWARE 206-8.1 Rivets Signs mounted on steel tube posts shall be mounted and secured in place with two (2) 5/16" Stainless Steel Universal Head Drive Rivets 206-8.1 Connecting Bands, Buckles,Brackets Signs mounted on street lights, traffic signal mast arms, shall be mounted and secured in place with 3/4" width stainless steel band straps, buckles and stainless steel "brack-its" brackets manufactured by BAND-IT® , or approved equal. SP - 2 CITY OF SAN JUAN CAPISTRANO CITYWIDE SIGN REPLACEMENT PROGRAM SHEETING SPECIFICATIONS 1.0 SCOPE This provisional specification covers flexible white or colored, Super-High Efficiency Full Cube Retro-reflectivity Sheeting, herein after called sheeting, tape and related processing materials designed to enhance nighttime visibility of traffic control signs and devices. The sheeting shall consist of full cube prismatic lens elements with a distinctive interlocking diamond seal pattern visible from a the face of a smooth surface. The sheeting shall have a pre-coated adhesive protected by an easily removable liner. The sheeting shall be part of a family of matched component products required for the manufacturing and imaging of traffic control signs as described in Section 4 of the Sign Specifications. 2.0 CLASSIFICATION AND CONFORMANCE The sheeting shall conform to ASTM D 4956-05 as modified by this provision. 3.0 PROCESS COLORS 3.1 The manufacturer of the sheeting shall manufacture and offer process colors in standard traffic colors, clears and thinners recommended for the sheeting to meet the performance requirements of this specification. 3.2 The process colors shall be a single line of traffic colors which may be applied before and after sheeting is applied to a substrate, require no component premixing, and will air dry for packing with proper ventilation in 3 hours or less and require no clear coating. 4.0 OVERLAY FILMS The sheeting manufacturer shall also manufacture colored acrylic imaging films and clear protective overlays, which are compatible with the sheeting, and when used in accordance with the sheeting manufacturer's instructions, shall not lessen the warranty term as described in Section 7.2 if the Sign Specifications. 5.0 TEST PANELS Unless otherwise specified herein, sheeting shall be applied to test panels in accordance with ASTM 4956-05 Section 7.2 and test conditions shall conform to ASTM 4956-05 Section 7.1. SS - 1 6.0 SIGN REQUIREMENTS 6.1 Color Requirements 6.1.1 Colors Colors shall be as specified and shall conform to the requirements of ASTM 4956-05, Table 17. Luminance factors shall conform to Table 10 for ordinary colors and Table 14 for fluorescent colors. 6.1.1.1 Ordinary Colors Conformance to standard chromaticity (x,y) and luminance factor (Y%) requirements shall be determined by instrument method in accordance with ASTM E 1164 on sheeting applied to smooth aluminum test panels cut from Alloy 6061-T6 or 5052-1-137. 6.1.1.2 Fluorescent Colors Conformance to standard chromaticity (x,y) and luminance factor (Y%) requirements shall be determined by instrument method in accordance with ASTM E 991 on sheeting applied to smooth aluminum test panels cut from Alloy 6061-T6 or 5052-H37. The values shall be determined 6.2 Coefficient of Retroreflection Conformance to minimum requirements for Retroreflection is determined as follows: 6.2.1 Sampling Three (3) 8"x8" samples spaced evenly across and down a representative piece of sheeting shall be taken. The Coefficient of Retroreflection(Ra) shall be determined for each of the three samples per ASMT E810. The average of the three values shall comply with the stated minimum table value and no single sample shall be less that 80% of the table value. 6.2.2 Observation Angles The observation angles shall be 0.2°, 0.5°, and 1.0°. 6.2.3 Entrance Angles The entrance angles shall be -4.0° and 30.01. 6.2.4 Transparent Overlay Films on White Sheeting SS - 2 For screen printed transparent colored areas or transparent colored overlay films on which sheeting, the coefficients of Retroreflection shall not be less than 70%of the values for corresponding color in Table 1 6.3 Fractional Retroreflectance The optical design of the sheeting shall be such that when measure at an entrance angle of-0.4° the fractional retroreflectance within a 2° observation angle cone, as defined in ASTM E808 as Rt with amax= 20,is at least 55%. Table 1 Minimum Coefficient of Retroreflection (cd/lux/m2) White 4€"'`` 30 Blue _4 30 0.2 570 215 0:2 "''`''' 26 10 05 400 150 0« .,, ',. 18 6.8 t1 120 45 € , ..''f' 5.4 2 Yellow - 30. FYG -4 30, 0.2 425 160 0.2 455 170 0 5 300 112 0.5 ' 'Y 320 120 1.0 90 34 1.0 , 96 36 Red4 '? 30 FY _ 30 0.2 . 114 43 0.2 340 130 80 30 0;5 240 90 1-0 24 9 1.0` 72 27 Green _-4 30 FO -4 30 0.2 57 21 0.2 170 64 0.5 40 15 0.5 120 45 1.0 12 4.5 1.0 36 14 6.4 Color Processing The retroreflectivity sheeting shall be designed to work in concert with recommended imaging systems. Color processing with compatible transparent and opaque process colors shall be possible in accordance with the sheeting manufacturer's recommendation at temperatures of 60° to 100°F (16°-38°C) and relative humidity of 20% to 80%. The sheeting shall be heat resistant and permit force curing without staining of applied or unapplied sheeting at temperatures recommended by the sheeting manufacturer. SS - 3 6.5 Shrinkage The retroreflective sheeting shall comply with the shrinkage requirements contained in ASTM D 4956-05 Section 6.6. 6.6 Adhesive The retroreflective sheeting shall comply with the liner removal and adhesion requirements contained in SATM D 4956-05 Sections 6.8 and 6.9 respectively. 6.7 Optical Stability Three samples of retroreflective sheeting applied to test panels and conditioned as in Section 5.0 if the Sign Specifications shall each first have their photometric properties characterized by measuring the coefficients of retroreflection in accordance with ASM E810 at all test geometries shown in Table 1. These panels shall then be exposed in an air circulating oven at 160° ± 5°F (71± 5° C) for a period of 24 hours. After exposure the panels shall be allowed to condition according to the provisions of Section 5.0. These panels will again be characterized for photometric properties by measuring the coefficients of retroreflection at all test geometric measure before exposure. The coefficients of retroreflection measure after exposure shall be between 85% and 115% of the values measure before exposure of the three samples. 6.8 Fungus Resistance The retroreflective sheeting shall comply with the supplementary requirements contained in Section S 1 of ASTM D4956-05. 6.9 General Characteristics and Packaging The retroreflective sheeting as supplied shall be of good appearance, free from ragged edges, cracks and extraneous materials and shall be furnished in either rolls or sheets. When furnished in continuous rolls, the number of splices shall not be more than two per 50 yards of material, with a maximum of three pieces in any 50- yard length. Splices shall be butted or overlapped and shall be suitable for continuous application as furnished. The sheeting shall be packaged in accordance with commercially acceptable standards. Each carton shall clearly stipulate the brand, quantity, size, lot or run number, color and type adhesive. Stored under normal conditions the retroreflective sheeting as furnished shall be suitable for use for a minimum of one year. SS - 4 7.0 PERFORMANCE REQUIREMENTS AND OBLIGATIONS 7.1 Certification The sheeting manufacturer shall submit with each lot or shipment, certification that state the material supplied will meet all the requirements listed herein. 7.2 Field Performance Requirements 7.2.1 For Permanent Signing—Ordinary Colors Sheeting manufactured of ordinary colors and processed and applied to sign blank materials in accordance with sheeting manufacture's recommendations, shall perform effectively for at least 12 years. The retroreflective sheeting will be considered unsatisfactory if it has deteriorated due to natural causes to the extent that: (1) The sign is ineffective for its intended purpose when viewed from a moving vehicle under normal day and night driving condition; or (2) The coefficient of retroreflection is less than the minimum specified for that sheeting during the period listed. A. 80% of values listed in Table 1 for up to 7 years and B. 70% of the values listed in Table 1 up to 12 years. Failure of process colors or overlay films provided and/or sold for use on recommended sheeting shall constitute a failure of the sign and shall be replaced under the manufacturer's replacement obligations as stated in Section 7.3 of the Sign Specifications. 7.2.2 For Permanent Signing—Fluorescent Colors Sheeting manufactured of fluorescent colors and processed and applied to sign blank materials in accordance with sheeting manufacture's recommendations, shall perform effectively for at least 12 years. The retroreflective sheeting will be considered unsatisfactory if it has deteriorated due to natural causes to the extent that: (1) The sign is ineffective for its intended purpose when viewed from a moving vehicle under normal day and night driving condition; or (2) The coefficient of retroreflection is less than the minimum specified for that sheeting during the period listed. A. 80% of values listed in Table 1 for up to 7 years and B. 70% of the values listed in Table 1 up to 12 years. SS - 5 Failure of process colors or overlay films provided and/or sold for use on recommended sheeting shall constitute a failure of the sign and shall be replaced under the manufacturer's replacement obligations as stated in Section 7.3 of the Sign Specifications. All measurements shall be made after sign cleaning according to sheeting the manufacturer's recommendations. 7.2.3 For Temporary Signing—Fluorescent Orange Colors Sheeting manufactured of fluorescent orange colors and processed and applied to sign blank materials in accordance with sheeting manufacture's recommendations, is expected to perform for a minimum of three (3) years. The retroreflective sheeting will be considered unsatisfactory if it has deteriorated due to natural causes to the extent that: (1) The sign is ineffective for its intended purpose; or (2) Retains less than 50% of the coefficient of retroreflection values listed in Table 1 at 0.2° observation, -4° entrance (measured in accordance with ASTM E810) All measurements shall be made after sign cleaning according to sheeting the manufacturer's recommendations. Natural causes include effects of exposure to weather. Natural causes exclude (without limitation) damage from exposure to chemicals, abrasion and other mechanical damage (such as from fasteners used to mount the sign, collisions or mishandling), vandalism, or malicious mischief. 7.3 Sheeting Manufacturer's Replacement Obligation 7.3.1 For Ordinary Colors where it can be shown that retroreflective signs, supplied and used in according to the sheeting manufacturer's recommendations, have not met the performance requirements of Section 7.2 of the Sign Specifications, the sheeting manufacturer shall cover restoration costs as follows for sheeting shown to be unsatisfactory during: 7.3.1.1 For the entire twelve (12) years, the sheeting manufacturer will replace the sheeting required to restore the sign surface to its original effectiveness. 7.3.1.2 In addition, during the first seven (7) years the sheeting manufacturer will cover the cost of restoration of the sign surface to its original effectiveness at no cost to the City of San Juan Capistrano for materials and labor. 7.3.2 For fluorescent colors where it can be shown that retroreflective signs, supplied and used according to manufacturer's recommendations, SS - 6 have not met the performance requirements of Section 7.2 of the Sign Specifications, the sheeting manufacturer shall cover restoration costs as follows for sheeting shown to be unsatisfactory: 7.3.2.1 If the failure occurs from the date of fabrication, the sheeting manufacturer shall, at its expense, restore the sign surface to its original effectiveness. 7.3.2.2 If the failure occurs in the 8`h through 10`h year from the date of fabrication, the sheeting manufacturer will furnish the necessary amount of sheeting to restore the sign surface to its original effectiveness. 7.3.2.3 For temporary signing, fluorescent orange, where it can be shown that the retroreflective sheeting fails to conform to the performance requirements of Section 7.2, the sheeting manufacture shall provide replacement sheeting. 7.3.2.4 Replacement sheeting shall carry the unexpired warranty of the sheeting it replaces. SS - 7 CITY OF SAN JUAN CAPISTRANO CITYWIDE SIGN REPLACEMENT PROGRAM Appendix AI —Maintenance Zone 1 Sign InventM CITY OF SAN JUAN CAPISTRANO CITYWIDE SIGN REPLACEMENT PROGRAM Appendix BI —Los Rios District Siyn Inventory CITY OF SAN JUAN CAPISTRANO CITYWIDE SIGN REPLACEMENT PROGRAM Appendix C 1 —Maintenance Zone 2 Sign Inventory CITY OF SAN JUAN CAPISTRANO CITYWIDE SIGN REPLACEMENT PROGRAM Appendix D1 —Maintenance Zone 3 Sign Inven!M CITY OF SAN JUAN CAPISTRANO CITYWIDE SIGN REPLACEMENT PROGRAM Appendix E1 —Maintenance Zone 4 Sign InventM CITY OF SAN JUAN CAPISTRANO CITYWIDE SIGN REPLACEMENT PROGRAM Appendix FI —Maintenance Zone 5 Sign Inventory CITY OF SAN JUAN CAPISTRANO CITYWIDE SIGN REPLACEMENT PROGRAM Appendix GI —Maintenance Zone 6 Sign Inventory CITY OF SAN JUAN CAPISTRANO CITYWIDE SIGN REPLACEMENT PROGRAM Exhibit A—Maintenance Zones Map CITY OF SAN JUAN CAPISTRANO CITYWIDE SIGN REPLACEMENT PROGRAM Standard Plans PERFORMANCE BOND Bond No. 190030084 Premium: $1,739.00 KNOW ALL MEN BY THESE PRESENTS: That 3M Company as Principal,hereinafter called CONTRACTOR, and Liberty Mutual Insurance Company as Surety, hereinafter called SURETY, are held and firmly bound unto the CITY OF SAN JUAN CAPISTRANO, as Obligee, hereinafter called CITY, in the amount of Six Hundred Nineteen Thousand and No/100------------------------------($619,000.00)---------------------—---—-------------------- Dollars for payment whereof Contractor and Surety bond themselves, their heirs, executors, administrators, successors, and assigns,jointly and severally, fairly by these presents. WHEREAS, Contractor has by written agreement dated November 1, 2013 entered into a (describe agreement):_for the construction of: "Citywide Sign Replacement Program " which contract is by reference made a part hereof; NOW THEREFORE, the condition of this obligation is such that, if Principal shall promptly and faithfully perform said agreement, then this obligation shall be null and void; otherwise it shall remain in full force and effect. Surety waives whatever legal right it may have to require that a demand be made first against the principal in the event of default. BE IT FURTHER RESOLVED that: 1. As a part of the obligation secured hereby, and in addition to the face amount specified, there shall be included costs and reasonable expenses and fees, including reasonable attorney's fees, incurred by City in successfully enforcing such obligation, all to be taxed as costs and included in any judgment rendered. PB - 1 2. Said Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration, or modification of the contract documents or of the work to be performed thereunder, shall in any way affect its obligations or this bond, and it does hereby waive notice of any such change, extension of time, alterations, or modifications of the contract documents or of work to be performed thereunder. Executed this 4th day of November , 2013, at St. Louis, MO and St. Paul, MN ,JfM&UkK 3M Company PRINCIPAL Q n N Morvi�� � galw►ihi�r� ►� APPRO S TO FORM (NOTARIZATION AND SEAL) HANS VA , (,'EN,CITY ATTORNEY Liberty Mutual Insurance Company SURETY ynthi L. Choren,Attorney-In-Fact (NOTARIZAT-ION AND SEAL) PB - 2 All-Purpose Certificate of Acknowledgment State of Missouri County of St. Louis } On November 4, 2013 before me, Sandra L. Ham DATE NAME OF NOTARY PUBLIC personally appeared Cynthia L. Choren NAME(S)OF SIGNER(S) p personally known to me - OR ❑proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. SANDRA L, HAM P ory Public, Notary Seal Witness my hand and official seal. State of Missouri St. Louis County F Commission # 124501 77 �1y Commission Expires JonuGry 18, 2017 SIGNATURE OF NOTARY PUBLIC Though the data below is not required by law, it may prove valuable to persons relying on the document and prevent fraudulent reattachment of this form. CAPACITY CLAIMED BY SIGNER DESCRIPTION OF ATTACHED DOCUMENT(S) ❑ Individual(s) Type of Document ❑ Corporate Officer: ❑ Title(s) Performance Bond ❑ Partner(s) Number of Pages • Attorney-in-Fact ❑ Trustee(s) Two ❑ Subscribing Witness Date of Document ❑ Guardian/Conservator ❑ Other: November 4, 2013 Signer(s) Other Than Named Above SIGNER IS REPRESENTING: NAME OF PERSON(S)OR ENTITY(IES) Liberty Mutual Insurance Company CA Jurat.doc THIS POWER OF ATTORNEY IS NOT VALID UNLESS IT IS PRINTED ON RED BACKGROUND. This Power of Attorney limits the acts of those named herein,and they have no authority to bind the Company except in the manner and to the extent herein stated. Certificate No. 6194950 American Fire and Casualty Company Liberty Mutual Insurance Company The Ohio Casualty Insurance Company West American Insurance Company POWER OF ATTORNEY KNOWN ALL PERSONS BY THESE PRESENTS: That American Fire&Casualty Company and The Ohio Casualty Insurance Company are corporations duly organized under the laws of the State of New Hampshire,that Liberty Mutual Insurance Company is a corporation duly organized under the laws of the State of Massachusetts,and West Amencan Insurance Company is a corporation duly organized under the laws of the State of Indiana(herein collectively called the"Companies"),pursuant to and by authority herein set forth,does hereby name,constitute and appoint,Cynthia L.Choren: Debra C.Schneider Heidi A Notheisen•JoAnn R Frank Karen L.Roider.Nancy L.Johnson:Pamela A. Beelman: Sandra L.Ham all of the city of St.Louis state of MO each individually if there be more than one named,its true and lawful attorney-in-fact to make,execute,seal,acknowledge and deliver,for and on its behalf as surety and as its act and deed,any and all undertakings,bonds,recognizances and other surety obligations,in pursuance of these presents and shall be as binding upon the Companies as if they have been duly signed by the president and attested by the secretary of the Companies in their own proper persons. IN WITNESS WHEREOF,this Power of Attorney has been subscribed by an authorized officer or official of the Companies and the corporate seals of the Companies have been affixed thereto this 9th day of July 2013 American Fire and Casualty Company The Ohio Casualty Insurance Company N Liberty Mutual Insurance Company c West American Insurance Company y � C STATE OF WASHINGTON ss Gregory Vr/.Davenport,Assistant Secretary COUNTY OF KING !0 = d = On this 9th day of July 2013 ,before me personally appeared Gregory W. Davenport,who acknowledged himself to be the Assistant Secretary of American M L) d Fire and Casualty Company,Liberty Mutual Insurance Company,The Ohio Casualty Company,and West American Insurance Company,and that he,as such,being authorized so to do, TN C execute the foregoing instrument for the purposes therein contained by signing on behalf of the corporations by himself as a duly authorized officer. =W d > IN WITNESS WHEREOF,I have hereunto subscribed my name and affixed my notarial seal at Seattle,Washington,on the day and year first above written. p` CL =N By: 0 C ` KD Riley,Not Public _ 60 f0E _ This Power of Attomey is made and executed pursuant to and by authority of the following By-laws and Authorizations of American Fireand Casualty Company,The Ohio Casualty Insurance rn p� air Company,Liberty Mutual Insurance Company,and WestAmerican Insurance Company which resolutions are now in full force and effect reading as follows: c R` ARTICLE IV—OFFICERS—Section 12.Power of Attorney.Any officer or other official of the Corporation authorized for that purpose in writing by the Chairman or the President,and subject p r to such limitation as the Charman or the President may prescribe,shall appoint such atomeys-in-fact,as may be necessary to act in behalf of the Corporation to make,execute,seal, w p C acknowledge and deliver as surety any and all undertakings,bonds,recognizances and other surety obligations. Such attorneys-in-fact,subject to the limitations set forth in their respective 5 E ei powers of attorney,shall have full power to bind the Corporation by their signature and execution of any such instruments and to attach thereto the seal of the Corporation. When so '; C executed,such instruments shall be as binding as if signed by the President and attested to by the Secretary.Any power or authority granted to any representative or attomey-in-fact under > the provisions of this article may be revoked at any time by the Board,the Chairman,the President or by the officer or officers granting such power or authority. _ = ARTICLE XIII—Execution of Contracts—SECTION 5.Surety Bonds and Undertakings.Any officer of the Company authorized for that purpose in writing by the chairman or the president, ` 00 > i and subject to such limitations as the chairman or the president may prescribe.shall appoint such attorneys-in-fact,as may be necessary to act in behalf of the Company to make,execute, N p seal,acknowledge and deliver as surety any and all undertakings,bonds,recognizances and other surety obligations. Such attorneys-in-fact subject to the limitations set forth in their Z e) respective powers of attomey,shall have full power to bind the Company by their signature and execution of any such instruments and to attach thereto the seal of the Company. When so c0i o executed such instruments shall be as binding as if signed by.the president and attested by the secretary. cp Certificate of Designation—The President of the Company,acting pursuant to the Bylaws of the Company,authorizes Gregory W.Davenport,Assistant Secretary to appoint such ~ attomeys-in-fact as may be necessary to act on behalf of the Company to make,execute,seal,acknowledge and deliver as surety any and all undertakings,bonds,recognizances and other surety obligations. Authorization—By unanimous consent of the Company's Board of Directors,the Company consents that facsimile or mechanically reproduced signature of any assistant secretary of the Company,wherever appearing upon a certified copy of any power of attorney issued by the Company in connection with surety bonds,shall be valid and binding upon the Company with the same force and effect as though manually affixed. 1,David M.Carey,the undersigned,Assistant Secretary,of American Fire and Casualty Company,The Ohio Casualty Insurance Company,Liberty Mutual Insurance Company,and West American Insurance Company do hereby certify that the original power of attorney of which the foregoing is a full,true and correct copy of the Power ofAttorney executed by said Companies, is in full force and effect and has not been revoked. IN TESTIMONY WHEREOF,I have hereunto set my hand and affixed the seals of said Companies this 4th day of November,20 13 r ` By: ^� David M.Carey Assistant Secretary LMS 12873 092012 1932 of 2000 Bond No. 190030084 Premium Included LABOR AND MATERIAL BOND KNOW ALI, MEN BY THESE PRESENTS: That WHEREAS, the CITY OF SAN JUAN CAPISTRANO, a municipal corporation of Orange County, California, has awarded to 3M Company , License No. hereinafter designated as "Principal", a contract for the construction of "Ci wide Sign Replacement Pro ram" ; and WHEREAS, said Principal is required to furnish a bond in connection with the said contract providing that if said Principal, or any of his or its sub-contractors, shall fail to pay for any materials, provisions, provender or other supplies or teams used in, upon, for or about the performance of the work contracted to be done, or for any work or labor done thereon of any kind, the surety or this bond will pay the same. NOW, THEREFORE, we 3M Company Principal, and Liberty Mutual Insurance Company , as surety, are Held firmly bound unto the City of San Juan Capistrano, a municipal corporation, in the penal sum of Six Hundred Nineteen Thousand and No/100---------------------------------------------------------------------------DOLLARS �$s19,000.00----), lawful money of the United States of America, for payment of which sum well and truly to be made we bind ourselves, our heirs, executors, administrators and successors,jointly and severally, firmly by these presents. THF. CONDITION OF TRIS OBLIGATION is such that, if said Principal, his or its heirs, executors, administrators, successors or assigns, or sub-contractors, shall fail to pay for any materials, provisions, provender, or teams, or other supplies or equipment used in, upon, for or about the performance of the work contracted to be done, or for any work or labor done thereon of any kind, or for amounts due under the Unemployment Insurance Act with respect to such work or labor as required by the provisions of Title 1, Division 5, Chapter 3 of the Government Code of California as amended, that the surety will pay for the same in an amount not exceeding the sum specified in this bond and also in case suit is brought upon the bond, a reasonable attorney's fee to be fixed by the court. This bond shall inure to the benefit of an and all persons, companies and corporations entitled to file claims under said act, so as to give a right of action to them or their assigns in any suite brought upon this bond. FURTHER, the said surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration or modification of the contract documents or of the work to be perfonned thereunder shall in any way affect its obligation on this bond and it does hereby waive notice of any such change, extension of time, alteration or modification of the contract documents or of work to be performed thereunder. LM - 1 As a part of the obligation secured thereby, and in addition to the face amount specified therefore, there shall be included costs and reasonable expenses and fees, including reasonable attorney's fees, incurred by City in successfully enforcing such obligation, all to be taxed as costs and included in any judgment rendered. IN WITNESS WHEREOF three (3) identical counterparts of this instrument, each of which shall for all purposes be deemed an original thereof, have been duly executed by the Principal and surety herein named on the 4th day of November , 2013. The name and corporate seal of each corporate party being hereto affixed and these presents duly signed by its undersigned representatives pursuant to authority of its governing body. 3M Company PRINCIPAL Y -101 N.Movrih) Cpv #tea '*Tkv ivni"fior Liberty Mutual Insurance Company SURETY Cynthia . Choren,Attorney-In-Fact APPROV, D-AS TO FORM r i CI"1 A 1 EY LM - 2 All-Purpose Certificate of Acknowledgment State of Missouri County of St. Louis } On November 4, 2013 before me, Sandra L. Ham DATE NAME OF NOTARY PUBLIC personally appeared Cynthia L. Choren NAME(S)OF SIGNER(S) Z personally known to me - OR ❑proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon (� SANDRA L. HAM behalf of which the person(s) acted, executed the instrument. I Notary Public, Notary Seal State of Missouri St. Louis county Witness my hand and official seal. Commission # 12450177 Lmyommission Expires January 18, 2017 r SIGNATURE OF NOTARY PUBLIC Though the data below is not required by law, it may prove valuable to persons relying on the document and prevent fraudulent reattachment of this form. CAPACITY CLAIMED BY SIGNER DESCRIPTION OF ATTACHED DOCUMENT(S) ❑ Individual(s) Type of Document ❑ Corporate Officer: ❑ Title(s) Payment Bond ❑ Partner(s) Number of Pages • Attorney-in-Fact ❑ Trustee(s) Two ❑ Subscribing Witness Date of Document ❑ Guardian/Conservator ❑ Other: November 4, 2013 Signer(s) Other Than Named Above SIGNER IS REPRESENTING: NAME OF PERSON(S)OR ENTITY(IES) Liberty Mutual Insurance Company CA Jurat.doc THIS POWER OF ATTORNEY IS NOT VALID UNLESS IT IS PRINTED ON RED BACKGROUND. This Power of Attorney limits the acts of those named herein,and they have no authority to bind the Company except in the manner and to the extent herein stated. Certificate No. 6194949 American Fire and Casualty Company Liberty Mutual Insurance Company The Ohio Casualty Insurance Company West American Insurance Company POWER OF ATTORNEY KNOWN ALL PERSONS BY THESE PRESENTS: That American Fire 8 Casualty Company and The Ohio Casualty Insurance Company are corporations duly organized under the laws of the State of New Hampshire,that Liberty Mutual Insurance Company is a corporation duly organized under the laws of the State of Massachusetts,and West American Insurance Company is a corporation duly organized under the laws of the State of Indiana(herein collectively called the"Companies"),pursuant to and by authority herein set forth,does hereby name,constitute and appoint, Cynthia L.Choren-Debra C Schneider Heidi A Notheiserr JoAnn R Frank•Karen L Roider:Nancy L.Johnson:Pamela A. Beelman: Sandra L.Ham all of the city of St.Louis state of Mo each individually if there be more than one named,its true and lawful attomey-in-fact to make,execute,seal,acknowledge and deliver,for and on its behalf as surety and as its act and deed,any and all undertakings,bonds,recognizances and other surety obligations,in pursuance of these presents and shall be as binding upon the Companies as if they have been duly signed by the president and attested by the secretary of the Companies in their own proper persons. IN WITNESS WHEREOF,this Power of Attorney has been subscribed by an authorized officer or official of the Companies and the corporate seals of the Companies have been affixed thereto this 9th day of July 2013 y, -- - American Fire and Casualty Company The Ohio Casualty Insurance Company N Liberty Mutual Insurance Company c West American Insurance Company S By: >, C STATE OF WASHINGTON ss Gregory N/.Davenport,Assistant Secretary = ..: COUNTY OF KING C dOn this 9th day of July 2013 ,before me personally appeared Gregory W. Davenport,who acknowledged himself to be the Assistant Secretary of American m v y Fire and Casualty Company,Liberty Mutual Insurance Company,The Ohio Casualty Company,and West American Insurance Company,and that he,as such,being authorized so to do, >,N C execute the foregoing instrument for the purposes therein contained by signing on behalf of the corporations by himself as a duly authorized officer. U _ ` > IN WITNESS WHEREOF,I have hereunto subscribed my name and affixed my notarial seal at Seattle,Washington,on the day and year first above written. ` yO C. Q1 Q M By: O�t O i KD Riley.Not Public _ aiO OE 04) IL This Power ofAttomey is made and executed pursuant to and by authority ofthe following By-laws and Authorizations ofAmerican Fire and Casualty Company,The Ohio Casualty Insurance m o w Company,Liberty Mutual Insurance Company,and West American Insurance Company which resolutions are now in full force and effect reading as follows: L o tam i ARTICLE IV-OFFICERS-Section 12.Power of Attorney.Any officer or other official of the Corporation authorized for that purpose in writing by the Chairman or the President,and subject p r ar to such limitation as the Chairman or the President may prescribe,shall appoint such attomeys-in-fact,as may be necessary to act in behalf of the Corporation to make,execute,seal, >?? O C acknowledge and deliver as surety any and all undertakings,bonds,recognizances and other surety obligations. Such attomeys-in-fact,subject to the limitations set forth in their respective a E powers of attorney,shall have full power to bind the Corporation by their signature and execution of any such instruments and to attach thereto the seal of the Corporation. When so 'M y i« executed,such instruments shall be as binding as if signed by the President and attested to by the Secretary.Any power or authority granted to any representative or attomey-in-fact under > O M the provisions of this article may be revoked at any time by the Board,the Chairman,the President oc by the officer or officers granting such power or authority. t = ARTICLE XIII-Execution of Contracts-SECTION 5.Surety Bonds and Undertakings.Any officer of the Company authorized for that purpose in writing by the chairman or the president, > `and subject to such limitations as the chairman or the president may prescribe,shall appoint such attorneys-in-fact,as may be necessary to act in behalf of the Company to make,execute, M p seal,acknowledge and deliver as surety any and all undertakings,bonds,recognizances and other surety obligations. Such attorneys-in-fact subject to the limitations set forth in their =aQ Z v respective powers of attorney,shall have full power to bind the Company by their signature and execution of any such instruments and to attach thereto the seal of the Company. When so v o executed such instruments shall be as binding as if signed by the president and attested by the secretary. O V- Certificate of Designation-The President of the Company,acting pursuant to the Bylaws of the Company,authorizes Gregory W. Davenport,Assistant Secretary to appoint such ~r- attomeys-in-fact as maybe necessary to act on behalf of the Company to make,execute,seal,acknowledge and deliver as surety any and all undertakings,bonds,recognizances and other surety obligations. Authorization-By unanimous consent of the Company's Board of Directors,the Company consents that facsimile or mechanically reproduced signature of any assistant secretaryof the Company,wherever appearing upon a certified copy of any power of attorney issued by the Company in connection with surety bonds,shall be valid and binding upon the Company with the same force and effect as though manually affixed. I,David M.Carey,the undersigned,Assistant Secretary,of American Fire and Casualty Company,The Ohio Casualty Insurance Company,Liberty Mutual Insurance Company,and West American Insurance Company do hereby certify that the original poorer of attomey of which the foregoing is a full,true and correct copy of the Power ofAttomey executed by said Companies, is in full force and effect and has not been revoked. IN TESTIMONY WHEREOF,I have hereunto set my hand and affixed the seals of said Companies this 4th day of November 20 13 g By: � David M.Carey,"Assistant Secretary LMS 12873 092012 1931 of 2000 PERFORMANCE BOND Bond No. 190030084 Premium: $1,739.00 KNOW ALL MEN BY THESE PRESENTS: That 3M Company as Principal, hereinafter called CONTRACTOR, and Liberty Mutual Insurance Company as Surety, hereinafter called SURETY, are held and firmly bound unto the CITY OF SAN JUAN CAPISTRANO, as Obligee, hereinafter called CITY, in the amount of Six Hundred Nineteen Thousand and No/100------------------------------($619,000.00)-------------------------------------------------- Dollars for payment whereof Contractor and Surety bond themselves, their heirs, executors, administrators, successors, and assigns,jointly and severally, fairly by these presents. WHEREAS, Contractor has by written agreement dated November 1,2013 entered into a (describe agreement):_for the construction of: "Citywide Sign Replacement Program " which contract is by reference made a pari hereof, NOW THEREFORE, the condition of this obligation is such that, if Principal shall promptly and faithfully perform said agreement, then this obligation shall be null and void; otherwise it shall remain in full force and effect. Surety waives whatever legal right it may have to require that a demand be made first against the principal in the event of default. BE IT FURTHER RESOLVED that: I. As a part of the obligation secured hereby, and in addition to the face amount specified, there shall be included costs and reasonable expenses and fees, including reasonable attorney's fees, incurred by City in successfully enforcing such obligation, all to be taxed as costs and included in any judgment rendered. PB - 1 2. Said Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration, or modification of the contract documents or of the work to be performed thereunder, shall in any way affect its obligations or this bond, and it does hereby waive notice of any such change, extension of time, alterations, or modifications of the contract documents or of work to be performed thereunder. Executed this 4th day of November , 2013, at St. Louis, MO and St. Paul, MN ,XMWX KkK 3M Company PRINCIPAL J011.1 N AK#rr1S, Co►ni-raGt AdrAl"'i lywty- 4HANSVA O FORM (NOTARIZATION AND SEAL) N, CITY ATTORNEY Liberty Mutual Insurance Company SURETY ynthi L. Choren,Attorney-In-Fact (NOTARIZATION AND SEAL) PIS - 2 All-Purpose Certificate of Acknowledgment State of Missouri County of St. Louis } On November 4, 2013 before me, Sandra L. Ham DATE NAME OF NOTARY PUBLIC personally appeared Cynthia L. Choren NAME(S)OF SIGNER(S) p personally known to me - OR ❑proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon SANDRA L. HAM behalf of which the person(s) acted, executed the instrument. i Notary Public, Notary Seal State of Missouri St. Louis County Witness my hand and official seal. Commission # 124501 77 My Commission Expires January 18, 2017 SIGNATURE OF NOTARY PUBLIC Though the data below is not required by law, it may prove valuable to persons relying on the document and prevent fraudulent reattachment of this form. CAPACITY CLAIMED BY SIGNER DESCRIPTION OF ATTACHED DOCUMENT(S) ❑ Individual(s) Type of Document ❑ Corporate Officer: ❑ Title(s) Performance Bond ❑ Partner(s) Number of Pages p Attorney-in-Fact ❑ Trustee(s) Two ❑ Subscribing Witness Date of Document ❑ Guardian/Conservator ❑ Other: November 4, 2013 Signer(s) Other Than Named Above SIGNER IS REPRESENTING: NAME OF PERSON(S)OR ENTITY(IES) Liberty Mutual Insurance Company CA Jurat.doc THIS POWER OF ATTORNEY IS NOT VALID UNLESS IT IS PRINTED ON RED BACKGROUND. This Power of Attorney limits the acts of those named herein,and they have no authority to bind the Company except in the manner and to the extent herein stated. Certificate No. 6194954 American Fire and Casualty Company Liberty Mutual Insurance Company The Ohio Casualty Insurance Company West American Insurance Company POWER OF ATTORNEY KNOWN ALL PERSONS BY THESE PRESENTS: That American Fire&Casualty Company and The Ohio Casualty Insurance Company are corporations duly organized under the laws of the Stale of New Hampshire,that Liberty Mutual Insurance Company is a corporation duly organized under the laws of the State of Massachusetts,and WestAmerican Insurance Company is a corporation duly organized under the laws of the State of Indiana(herein collectively called the"Companies'),pursuant to and by authority herein set forth,does hereby name,constitute and appoint. Cynthia L Choren Debra C Schneider Heidi A Notheisen;JoAnn R. Frank: Karen L Roider:Nancy L Johnson:Pamela A. Beelman: Sandra L.Ham all of the city of St Louis state of MO each individually if there be more than one named,its true and lawful attomey-in-fact to make,execute,seal,acknowledge and deliver,for and on its behalf as surety and as its act and deed,any and all undertakings,bonds,recognizances and other surety obligations,in pursuance of these presents and shall be as binding upon the Companies as if they have been duly signed by the president and attested by the secretary of the Companies in their own proper persons. IN WITNESS WHEREOF,this Power of Attorney has been subscribed by an authorized officer or official of the Companies and the corporate seals of the Companies have been affixed thereto this 9th day of July 2013 American Fire and Casualty Company a The Ohio Casualty Insurance Company a Liberty Mutual Insurance Company c West American Insurance Company y y n C STATE OF WASHINGTON ss Gregory IN Davenport,Assistant Secretary C COUNTY OF KING O O W On this 9th day of July 2013 ,before me personally appeared Gregory W. Davenport,who acknowledged himself to be the Assistant Secretary of American v a y Fire and Casualty Company,Liberty Mutual Insurance Company,The Ohio Casualty Company,and West American Insurance Company,and that he,as such,being authorized so to do, �N 2 execute the foregoing instrument for the purposes therein contained by signing on behalf of the corporations by himself as a duly authorized officer. C W `N > IN WITNESS WHEREOF,I have hereunto subscribed my name and affixed my notarial seal at Seattle,Washington,on the day and year first above written. O Q a � C'y BY: 0 ` KD Riley,Not Public C ` 10 y O O E CL CM This Power of Attorney is made and executed pursuant to and by authority of the following By-laws and Authorizations of American Fire and Casualty Company,The Ohio Casualty Insurance 0 c y-'6' Company,Liberty Mutual Insurance Company,and West American Insurance Company which resolutions are now in full force and effect reading as follows r c of ARTICLE IV-OFFICERS-Section 12.Power of Attorney.Any officer or other official ofthe Corporation authorized for that purpose in writing by the Chairman or the President,and subject p r to such limitation as the Chairman or the President may prescribe,shall appoint such attomeys4ri-fact,as may be necessary to act in behalf of the Corporation to make,execute,seal, m O C acknowledge and deliver as surety any and all undertakings,bonds,recognizances and other surety obligations. Such attorneys-in-fact,subject to the limitations set forth in their respective E powers of attorney,shall have full power to bind the Corporation by their signature and execution of any such instruments and to attach thereto the seal of the Corporation. When so '�y �-' executed,such instruments shall be as binding as if signed by the President and attested to by the Secretary.Any power or authority granted to any representative or attomey-in-fact under > O to the provisions of this article may be revoked at any time by the Board,the Chairman.the President or by the officer or officers granting such power or authority. d a � ARTICLE X111-Execution of Contracts-SECTION 5.Surety Bonds and Undertakings.Any officer of the Company authorized for that purpose in writing by the chairman or the president, y coo > d and subject to such limitations as the chairman or the president may prescribe,shall appoint such attorneys-in-fact,as may be necessary to act in behalf of the Company to make,execute, M 0 seal,acknowledge and deliver as surety any and all undertakings,bonds,recognizances and other surety obligations. Such attorneys-in-fact subject to the limitations set forth in their oQ Z 0 respective powers of attorney,shall have full power to bind the Company by their signature and execution of any such instruments and to attach thereto the seal of the Company. When so 0o executed such instruments shall be as binding as if signed by the president and attested by the secretary. U V- O V- Certificate of Designation-The President of the Company,acting pursuant to the Bylaws of the Company,authorizes Gregory W.Davenport,Assistant Secretary to appoint such f- attomeys-in-fact as may be necessary to act on behalf of the Company to make,execute,seal,acknowledge and deliver as surety any and all undertakings,bonds,recognizances and other surety obligations. Authorization-By unanimous consent of the Company's Board of Directors,the Company consents that facsimile or mechanically reproduced signature of any assistant secretary of the Company,wherever appearing upon a certified copy of any power of attorney issued by the Company in connection with surety bonds,shall be valid and binding upon the Company with the same force and effect as though manually affixed. I,David M.Carey,the undersigned,Assistant Secretary,of American Fire and Casualty Company,The Ohio Casualty Insurance Company,Liberty Mutual Insurance Company,and West American Insurance Company do hereby certify that the orginal power of attorney of which the foregoing is a full,true and correct copy of the Power ofAttomey executed by said Companies, is in full force and effect and has not been revoked. IN TESTIMONY WHEREOF,I have hereunto set my hand and affixed the seals of said Companies this 4th day of November 20 13 i. By: � l . David M.CareyyAssistant Secretary LMS 12873 092012 1936 of 2000 Bond No. 190030084 Premium Included LABOR AND MATERIAL BOND KNOW ALL MEN BY THESE PRESENTS: That WHEREAS, the CITY OF SAN JUAN CAPIS`I'RANO, a municipal corporation of Orange County, California, has awarded to 3M Company , License No. hereinafter designated as "Principal", a contract for the construction of "Ci wide Sign Replacement Program" ; and WHEREAS, said Principal is required to furnish a bond in connection with the said contract providing that if said Principal, or any of his or its sub-contractors, shall fail to pay for any materials, provisions, provender or other supplies or teams used in, upon, for or about the performance of the work contracted to be done, or for any work or labor done thereon of any kind, the surety or this bond will pay the same. NOW, THEREFORE, we 3M Company Principal, and Liberty Mutual Insurance Company , as surety, are Held firmly bound unto the City of San Juan Capistrano, a municipal corporation, in the penal sum of Six Hundred Nineteen Thousand and No/100---------------------------------------------------------------------------DOLLARS ($619,000.00----), lawful money of the United States of America, for payment of which sum well and truly to be made we bind ourselves, our heirs, executors, administrators and successors,jointly and severally, firmly by these presents. THE, CONDITION OF "I HIS OBLIGATION is such that, if said Principal, his or its heirs, executors, administrators, successors or assigns, or sub-contractors, shall fail to pay for any materials, provisions, provender, or teams, or other supplies or equipment used in, upon, for or about the performance of the work contracted to be done, or for any work or labor done thereon of any kind, or for amounts due under the Unemployment Insurance Act with respect to such work or labor as required by the provisions of Title 1, Division 5, Chapter 3 of the Government Code of California as amended, that the surety will pay for the same in an amount not exceeding the sum specified in this bond and also in case suit is brought upon the bond, a reasonable attorney's fee to be fixed by the court. This bond shall inure to the benefit of an and all persons, companies and corporations entitled to file claims under said act, so as to give a right of action to them or their assigns in any suite brought upon this bond. FURTHER., the said surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration or modification of the contract documents or of the work to be performed thereunder shall in any way affect its obligation on this bond and it does hereby waive notice of any such change, extension of time, alteration or modification of the contract documents or of work to be performed thereunder. LM - 1 As a part of the obligation secured thereby, and in addition to the face amount specified therefore, there shall be included costs and reasonable expenses and fees, including reasonable attorney's fees, incurred by City in successfully enforcing such obligation, all to be taxed as costs and included in any judgment rendered. IN WITNESS WHEREOF three (3) identical counterparts of this instrument, each of which shall for all purposes be deemed an original thereof, have been duly executed by the Principal and surety herein named on the 4th day of November , 2013. The name and corporate seal of each corporate party being hereto affixed and these presents duly signed by its undersigned representatives pursuant to authority of its governing body. 3M Company PRINCIPAL By �'irl%7 Jo F`l.Movrihj COrt+''Aat i nari►Gt�ra ' Liberty Mutual Insurance Company SURETY I3SC Cynthia I. Choren,Attorney-In-Fact APPROV"'1S TO FORM CLT A" EY L.M - 2 All-Purpose Certificate of Acknowledgment State of Missouri County of St. Louis } On November 4, 2013 before me, Sandra L. Ham DATE NAME OF NOTARY PUBLIC personally appeared Cynthia L. Choren NAME(S)OF SIGNER(S) Q personally known to me - OR ❑proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their SANDRA L. HAM signature(s) on the instrument the person(s), or the entity upon Notary Public, Notary seal behalf of which the person(s) acted, executed the instrument. State of Missouri St. Louis County Commission # 124501 77 Witness m hand and official seal. My Commission Expires January 18, 2017 y i SIGNATURE OF NOTARY PUBLIC Though the data below is not required by law, it may prove valuable to persons relying on the document and prevent fraudulent reattachment of this form. CAPACITY CLAIMED BY SIGNER DESCRIPTION OF ATTACHED DOCUMENT(S) ❑ Individual(s) Type of Document ❑ Corporate Officer: ❑ Title(s) Payment Bond ❑ Partner(s) Number of Pages Q Attorney-in-Fact ❑ Trustee(s) Two ❑ Subscribing Witness Date of Document ❑ Guardian/Conservator ❑ Other: November 4, 2013 Signer(s) Other Than Named Above SIGNER IS REPRESENTING: NAME OF PERSON(S)OR ENTITY(IES) Liberty Mutual Insurance Company CA Jurat.doc THIS POWER OF ATTORNEY IS NOT VALID UNLESS IT IS PRINTED ON RED BACKGROUND. This Power of Attorney limits the acts of those named herein,and they have no authority to bind the Company except in the manner and to the extent herein stated. Certificate No. 6194953 American Fire and Casualty Company Liberty Mutual Insurance Company The Ohio Casualty Insurance Company West American Insurance Company POWER OF ATTORNEY KNOWN ALL PERSONS BY THESE PRESENTS: That American Fire&Casualty Company and The Ohio Casualty Insurance Company are corporations duly organized under the laws of the State of New Hampshire,that Liberty Mutual Insurance Company is a corporation duly organized under the laws of the State of Massachusetts,and Wrest American Insurance Company is a corporation duly organized under the laws of the State of Indiana(herein collectively called the"Companies"),pursuant to and by authority herein set forth,does hereby name,constitute and appoint,Cynthia L Choren:Debra C Schneider.Heidi A.Notheisen:JoAnn R. Frank-Karen L.Roider:Nancy L.Johnson:Pamela A. Beelman: Sandra L. Ham all of the city of St.Louis state of MO each individually if there be more than one named,its true and lawful attomey-in-fact to make,execute,seal,acknowledge and deliver,for and on its behalf as surety and as its act and deed,any and all undertakings,bonds,recognizances and other surety obligations,in pursuance of these presents and shall be as binding upon the Companies as if they have been duly signed by the president and attested by the secretary of the Companies in their own proper persons. IN WITNESS WHEREOF,this Power of Attorney has been subscribed by an authorized officer or official of the Companies and the corporate seals of the Companies have been affixed thereto this 9th day of July 2013 - American Fire and Casualty Company The Ohio Casualty Insurance Company to Liberty Mutual Insurance Company = West American Insurance Company S to U) d By: C STATE OF WASHINGTON ss Gregory .Davenport,Assistant Secretary C ev +: COUNTY OF KING = R tiOn this stn day of July 2013 ,before me personally appeared Gregory W. Davenport,who acknowledged himself to be the Assistant Secretary of American M 0 N Fire and Casualty Company,Liberty Mutual Insurance Company,The Ohio Casualty Company,and Most American Insurance Company,and that he,as such,being authorized so to do, AN C? execute the foregoing instrument for the purposes therein contained by signing on behalf of the corporations by himself as a duly authorized officer. =W N > IN WITNESS WHEREOF,I have hereunto subscribed my name and affixed my notarial seal at Seattle,Washington,on the day and year first above written. O E 'a —, c d _ By: •N ` KD Riley,Not Public 3C „0 OE CD IL M _ This Power of Attorney is made and executed pursuant to and by authority of the following By-laws and Authorizations of American Fire and Casualty Company,The Ohio Casualty insurance g o w Company,Liberty Mutual Insurance Company,and West American Insurance Company which resolutions are now in full force and effect reading as follows: r e to os ARTICLE IV—OFFICERS—Section 12.Power of Attorney.Any officer or other official of the Corporation authorized for that purpose in writing by the Chairman or the President,and subject p = N to such limitation as the Chairman or the President may prescribe,shall appoint such attomeys-in-fact,as may be necessary to act in behalf of the Corporation to make,execute,seal, o C acknowledge and deliver as surety any and all undertakings,bonds,recognizances and other surety obligations. Such attorneys-in-fact,subject to the limitations set forth in their respective .� E powers of attorney,shall have full power to bind the Corporation by their signature and execution of any such instruments and to attach thereto the seal of the Corporation. When so y executed,such instruments shall be as binding as if signed by the President and attested to by the Secretary.Any power or authority granted to any representative or attomey-in-fact under > the provisions of this article may be revoked at any time by the Board,the Chairman,the President or by the officer or officers granting such power or authority. s 0 13 ARTICLE XIII—Execution of Contracts—SECTION 5.Surety Bonds and Undertakings.Any officer of the Company authorized for that purpose in writing by the chairman or the president, ,a C4 > ` and subject to such limitations as the chairman or the president may prescribe,shall appoint such attomeys-in-fact,as may be necessary to act in behalf of the Company to make,execute, M p0 seal,acknowledge and deliver as surety any and all undertakings,bonds,recognizances and other surety obligations. Such attorneys-in-fact subject to the limitations set forth in their =aQ Z 0 respective powers of attorney,shall have full power to bind the Company by their signature and execution of any such instruments and to attach thereto the seal of the Company. When so v o executed such instruments shall be as binding as if signed by the president and attested by the secretary. C tQ Certificate of Designation—The President of the Company,acting pursuant to the Bylaws of the Company,authorizes Gregory W.Davenport,Assistant Secretary to appoint such ~ attomeys-in-fact as may be necessary to act on behalf of the Company to make,execute,seal,acknowledge and deliver as surety any and all undertakings,bonds,recognizances and other surety obligations. Authorization—By unanimous consent of the Company's Board of Directors,the Company consents that facsimile or mechanically reproduced signature of any assistant secretaryof the Company,wherever appearing upon a certified copy of any power of attorney issued by the Company in connection with surety bonds,shall be valid and binding upon the Company with the same force and effect as though manually affixed. I,David M.Carey,the undersigned,Assistant Secretary,of American Fire and Casualty Company,The Ohio Casualty Insurance Company,Liberty Mutual Insurance Company,and West American Insurance Company do hereby certify that the original power of attorney of which the foregoing is a full,true and correct copy of the Power of Attorney executed by said Companies, is in full force and effect and has not been revoked. IN TESTIMONY WHEREOF,I have hereunto set my hand and affixed the seals of said Companies this 4th day of November 20 13 By: David M.Carey,Assistant Secretary LMS 12873 092012 1935 of 2000 PERFORMANCE BOND Bond No. 190030084 Premium: $1,739.00 KNOW ALL MEN BY THESE PRESENTS: That 3M Company as Principal, hereinafter called CONTRACTOR, and Liberty Mutual Insurance Company as Surety, hereinafter called SURETY, are held and firmly bound unto the CITY OF SAN JUAN CAPISTRANO, as Obligee, hereinafter called CITY, in the amount of Six Hundred Nineteen Thousand and No/100------------------------------($619,000.00)-------------------------------------------------- Dollars for payment whereof Contractor and Surety bond themselves, their heirs, executors, administrators, successors, and assigns,jointly and severally, fairly by these presents. WHEREAS, Contractor has by written agreement dated November 1, 2013 , entered into a (describe agreement):_for the construction of: "Citywide Sign Replacement Program " which contract is by reference made a part hereof; NOW THEREFORF,, the condition of this obligation is such that, if Principal shall promptly and faithfully perform said agreement, then this obligation shall be null and void; otherwise it shall remain in full force and effect. Surety waives whatever legal right it may have to require that a demand be made first against the principal in the event of default. BE IT FURTHER RESOLVED that: 1. As a part of the obligation secured hereby, and in addition to the face amount specified, there shall be included costs and reasonable expenses and fees, including reasonable attorney's fees, incurred by City in successfully enforcing such obligation, all to be taxed as costs and included in any judgment rendered. PB - 1 2. Said Surety, for value received, hereby stipulates and agrees that no change, extension o1' time, alteration, or modification of the contract documents or of the work to be performed thereunder, shall in any way affect its obligations or this bond, and it does hereby waive notice of any such change, extension of time, alterations, or modifications of the contract documents or of work to be performed thereunder. Executed this 4th day of November , 2013, at St. Louis, MO and St. Paul, MN 7)II00Xftind({ 3M Company PRINCIPAL. z1X17 qa .Mprrlb APPRM S TO FORM (NOTARIZATION AND SEAL) i HANS VA t�"fEN, CITY ATTORNEY Liberty Mutual Insurance Company SURETY Cynthi L. Choren,Attorneyrn-Fact (NOTARIZATION AND SEAL) P13 - 2 All-Purpose Certificate of Acknowledgment State of Missouri County of St. Louis } On November 4, 2013 before me, Sandra L. Ham DATE NAME OF NOTARY PUBLIC personally appeared Cynthia L. Choren NAME(S)OF SIGNER(S) p personally known to me - OR ❑proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. S=n ' AM i iJ:;tarytary Seal I Stouri Witness,my hand and official seal. Stunty (' Comm24501 77 cot,irnissianuary 18, 2017 SIGNATURE OF NOTARY PUBLIC Though the data below is not required by law, it may prove valuable to persons relying on the document and prevent fraudulent reattachment of this form. CAPACITY CLAIMED BY SIGNER DESCRIPTION OF ATTACHED DOCUMENT(S) ❑ Individual(s) Type of Document ❑ Corporate Officer: ❑ Title(s) Performance Bond ❑ Partner(s) Number of Pages p Attorney-in-Fact ❑ Trustee(s) Two ❑ Subscribing Witness Date of Document ❑ Guardian/Conservator ❑ Other: _ November 4, 2013 Signer(s) Other Than Named Above SIGNER IS REPRESENTING: NAME OF PERSON(S)OR ENTITY(IES) Liberty Mutual Insurance Company CA Jurat.doc THIS POWER OF ATTORNEY IS NOT VALID UNLESS IT IS PRINTED ON RED BACKGROUND. This Power of Attorney limits the acts of those named herein,and they have no authority to bind the Company except in the manner and to the extent herein stated. Certificate No. 61949-52 American Fire and Casualty Company Liberty Mutual Insurance Company The Ohio Casualty Insurance Company West American Insurance Company POWER OF ATTORNEY KNOWN ALL PERSONS BY THESE PRESENTS: That American Fire&Casualty Company and The Ohio Casualty Insurance Company are corporations duly organized under the laws of the State of New Hampshire,that Liberty Mutual Insurance Company is a corporation duly organized under the laws of the State of Massachusetts,and West American Insurance Company is a corporation duly organized under the laws of the State of Indiana(herein collectively called the"Companies'),pursuant to and by authority herein set forth,does hereby name,constitute and appoint, Cynthia L.Chorerr Debra G.Schneider. Heidi A.Notheisem JoAnn R Frank-Karen L. Roider Nancy L.Johnson: Pamela A. Beelman. Sandra L. Ham all of the city of St.Louis state of Mo each individually if there be more than one named,its true and lawful attomey-in-fact to make,execute,seal,acknowledge and deliver,for and on its behalf as surety and as its act and deed,any and all undertakings,bonds,recognizances and other surety obligations,in pursuance of these presents and shall be as binding upon the Companies as if they have been duly signed by the president and attested by the secretary of the Companies in their own proper persons. IN WITNESS WHEREOF,this Power of Attorney has been subscribed by an authorized officer or official of the Companies and the corporate seals of the Companies have been affixed thereto this 9th day of July 2013 >, ....•_-.., American Fire and Casualty Company V The Ohio Casualty Insurance Company y Liberty Mutual Insurance Company West American Insurance Company y C STATE OF WASHINGTON ss Gregory W.Davenport,Assistant Secretary c .s L- COUNTY OF KING — O m 0 On this 9th day of July 2013 ,before me personally appeared Gregory W. Davenport,who acknowledged himself to be the Assistant Secretary of American M v Ir- y Fire and Casualty Company,Liberty Mutual Insurance Company,The Ohio Casualty Company,and West American Insurance Company,and that he,as such,being authorized so to do, :,fn 0.2 execute the foregoing instrument for the purposes therein contained by signing on behalf of the corporations by himself as a duly authorized officer. W _y > IN WITNESS WHEREOF,I have hereunto subscribed my name and affixed my notarial seal at Seattle,Washington,on the day and year first above written. O C. m > Q co) c•y By: C ` KD Riley,NotJ4 Public ` M di O OE 00 IL This Power ofAttomey is made and executed pursuant to and by authority of the following By-laws and Authorizations ofAmerican Fire and Casualty Company,The Ohio Casualty Insurance rn p y Company,Liberty Mutual Insurance Company,and West American Insurance Company which resolutions are now in full force and effect reading as follows: r o tM m ` ARTICLE IV–OFFICERS–Section 12.Power of Attorney.Any officer or other official of the Corporation authorized for that purpose in writing by the Chairman or the President,and subject O r 0 to such limitation as the Chairman or the President may prescribe,shall appoint such attomeys-in-fact,as may be necessary to act in behalf of the Corporation to make,execute,seal, � O C acknowledge and deliver as surety any and all undertakings,bonds,recognizances and other surety obligations. Such attorneys-in-fad,subject to the limitations set forth in their respective .a E m powers of attorney,shall have full power to bind the Corporation by their signature and execution of any such instruments and to attach thereto the seal of the Corporation. When so y 41 M executed,such instruments shall be as binding as if signed by the President and attested to by the Secretary.Any power or authority granted to any representative or attomey-in-fad under > the provisions of this article may be revoked at any time by the Board,the Chairman,the President or by the officer or officers granting such power or authority. t = ARTICLE XIII–Execution of Contracts–SECTION 5.Surety Bonds and Undertakings.Any officer of the Company authorized for that purpose in writing by the chairman or the president, .r 00 > L and subject to such limitations as the chairman or the president may prescribe,shall appoint such attorneys-in-fact,as may be necessary to act in behalf of the Company to make,execute, E M p seal,acknowledge and deliver as surety any and all undertakings,bonds,recognizances and other surety obligations. Such attorneys-in-fact subject to the limitations set forth in their aQ Z 0 respective powers of attorney,shall have full power to bind the Company by their signature and execution of any such instruments and to attach thereto the seal of the Company. When so O o executed such instruments shall be as binding as if signed by the president and attested by the secretary. v O r Certificate of Designation–The President of the Company,acting pursuant to the Bylaws of the Company,authorizes Gregory W. Davenport,Assistant Secretary to appoint such ~ atiomeys-in-fact as may be necessary to ad on behalf of the Company to make,execute,seal,acknowledge and deliver as surety any and all undertakings,bonds,recognizances and other surety obligations. Authorization–By unanimous consent of the Company's Board of Directors,the Company consents that facsimile or mechanically reproduced signature of any assistant secretary of the Company,wherever appearing upon a certified copy of any power of attorney issued by the Company in connection with surety bonds,shall be valid and binding upon the Company with the same force and effect as though manually affixed. I,David M.Carey,the undersigned,Assistant Secretary,of American Fire and Casualty Company,The Ohio Casualty Insurance Company,Liberty Mutual Insurance Company,and West American Insurance Company do hereby certify that the original power of attorney of which the foregoing is a full,true and correct copy of the Power of Attorney executed by said Companies, is in full force and effect and has not been revoked. IN TESTIMONY WHEREOF,I have hereunto set my hand and affixed the seals of said Companies this 4th day of November2Q__1 3 By: € David M.Carey,Assistant Secretary LMS 12873 092012 1934 of 2000 Bond No. 190030084 Premium Included LABOR AND MATERIAL BOND KNOW ALL MEN BY THESE PRESENTS: That WHEREAS, the CITY OF SAN JUAN CAPISTRANO, a municipal corporation of Orange County, California, has awarded to 3M Company , License No. , hereinafter designated as "Principal", a contract for the construction of "Citywide Sign Replacement Prom" ; and WfIEREAS, said Principal is required to furnish a bond in connection with the said contract providing that if said Principal, or any of his or its sub-contractors, shall fail to pay for any materials, provisions, provender or other supplies or teams used in, upon, for or about the performance of the work contracted to be done, or for any work or labor done thereon of any kind, the surety or this bond will pay the same. NOW, THEREFORE, we 3M Company Principal, and Liberty Mutual Insurance Company , as surety, are Held firmly bound unto the City of San Juan Capistrano, a municipal corporation, in the penal sum of Six Hundred Nineteen Thousand and No/100----------------------------------------------------------------------------DOLLARS ($619,000.00----), lawlbl money of the United States of America, for payment of which sum well and truly to be made we bind ourselves, our heirs, executors, administrators and successors,jointly and severally, firmly by these presents. THE CONDITION OF 'PHIS OBLIGATION is such that, if said. Principal, his or its heirs, executors, administrators, successors or assigns, or sub-contractors, shall fail to pay for any materials, provisions, provender, or teams, or other supplies or equipment used in, upon, for or about the performance of the work contracted to be done, or for any work or labor done thereon of any kind, or for amounts due under the Unemployment Insurance Act with respect to such work or labor as required by the provisions of Title 1, Division 5, Chapter 3 of the Government Code of California as amended, that the surety will pay for the same in an amount not exceeding the sum specified in this bond and also in case suit is brought upon the bond, a reasonable attorney's fee to be fixed by the court. This bond shall inure to the benefit of an and all persons, companies and corporations entitled to file claims under said act, so as to give a right of action to them or their assigns in any suite brought upon this bond. FURTHER, the said surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration or modification of the contract documents or of the work to be performed thereunder shall in any way affect its obligation on this bond and it does hereby waive notice of any such change, extension of time, alteration or modification of the contract documents or of work to be performed thereunder. LM- 1 As a part of the obligation secured thereby, and in addition to the face amount specified therefore, there shall be included costs and reasonable expenses and fees, including reasonable attorney's fees, incurred by City in successfully enforcing such obligation, all to be taxed as costs and included in any judgment rendered. IN WITNESS WHEREOF three (3) identical counterparts of this instrument, each of which shall for all purposes be deemed an original thereof, have been duly executed by the Principal and surety herein named on the 4th day of November , 2013. The name and corporate seal of each corporate party being hereto affixed and these presents duly signed by its undersigned representatives pursuant to authority of its governing body. 3M Company PRINCIPAL By4o" MorriS� CC�tr�t.� l Zvi `�r�� Liberty Mutual Insurance Company SURETY Cynthi L. Choren,Attorney-In-Fact APPROV I S TO FORM r CIT A F:Y LM -2 All-Purpose Certificate of Acknowledgment State of Missouri County of St. Louis On November 4, 2013 before me, Sandra L. Ham DATE NAME OF NOTARY PUBLIC personally appeared Cynthia L. Choren NAME(S)OF SIGNER(S) 2 personally known to me - OR ❑proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon AND behalf of which the person(s) acted, executed the instrument. SANDRA L. HAM p ( ) Notary Public, Notary seal �+ Stouii . LisCounty Witness my hand and official seal. Commission # 124501 77 7 My Commission Expires January 18, 2017 Jul —' SIGNATURE OF NOTARY PUBLIC Though the data below is not required by law, it may prove valuable to persons relying on the document and prevent fraudulent reattachment of this form. CAPACITY CLAIMED BY SIGNER DESCRIPTION OF ATTACHED DOCUMENT(S) ❑ Individual(s) Type of Document ❑ Corporate Officer: ❑ Title(s) Payment Bond ❑ Partner(s) Number of Pages • Attorney-in-Fact ❑ Trustee(s) Two ❑ Subscribing Witness Date of Document ❑ Guardian/Conservator ❑ Other: _ November 4, 2013 Signer(s) Other Than Named Above SIGNER IS REPRESENTING: NAME OF PERSON(S)OR ENTITY(IES) Liberty Mutual Insurance Company CA Jurat.doc THIS POWER OF ATTORNEY IS NOT VALID UNLESS IT IS PRINTED ON RED BACKGROUND. This Power of Attorney limits the acts of those named herein,and they have no authority to bind the Company except in the manner and to the extent herein stated. Certificate No 6194951 American Fire and Casualty Company Liberty Mutual Insurance Company The Ohio Casualty Insurance Company West American Insurance Company POWER OF ATTORNEY KNOWN ALL PERSONS BY THESE PRESENTS: That American Fire&Casualty Company and The Ohio Casualty Insurance Company are corporations duly organized under the laws of the State of New Hampshire,that Liberty Mutual Insurance Company is a corporation duly organized under the laws of the State of Massachusetts,and Voest American Insurance Company is a corporation duly organized under the laws of the State of Indiana(herein collectively called the"Companies"),pursuant to and by authority herein set forth,does hereby name,constitute and appoint, Cynthia L Choreiri Debra C Schneider Heidi A Notheiserr JoAnn R Frank Karen L.Roider.Nancy L Johnson Pamela A Beelman Sandra L. Ham all of the city of St.Louis state of MO each individually if there be more than one named,its true and lawful attomey-in-fact to make,execute,seal,acknowledge and deliver,for and on its behalf as surety and as its act and deed,any and all undertakings,bonds,recognizances and other surety obligations,in pursuance of these presents and shall be as binding upon the Companies as if they have been duly signed by the president and attested by the secretary of the Companies in their own proper persons. IN WITNESS WHEREOF,this Power of Attorney has been subscribed by an authorized officer or official of the Companies and the corporate seals of the Companies have been affixed thereto this 9th day of July 2013 -,. American Fire and Casualty Company The Ohio Casualty Insurance Company N Liberty Mutual Insurance Company c West American Insurance Company N d � d By: C STATE OF WASHINGTON ss Gregory�AJ.Davenport,Assistant Secretary C w+^i COUNTY OF KING = — O y On this 9th day of July 2013 ,before me personally appeared Gregory W. Davenport,who acknowledged himself to be the Assistant Secretary of American v y Fire and Casualty Company,Liberty Mutual Insurance Company,The Ohio Casualty Company,and West American Insurance Company,and that he,as such,being authorized so to do, >%N O execute the foregoing instrument for the purposes therein contained by signing on behalf of the corporations by himself as a duly authorized officer. W d > IN WITNESS WHEREOF,I have hereunto subscribed my name and affixed my notarial seal at Seattle,Washington,on the day and year first above written. p C � � QM By: ,/L.�� f • 0 'C f� �,tX��—� O C.N 0O d KD Riley,Not Public N C 60 O a This Power of Attomey is made and executed pursuant to and by authority of the folloWng By-laws and Authorizations of American Fire and Casualty Company,The Ohio Casualty Insurance m o Company,Liberty Mutual Insurance Company,and West American Insurance Company which resolutions are now in full force and effect reading as follows: w o of cp i ARTICLE IV—OFFICERS—Section 12.Power ofAttorney.Any officer or other official of the Corporation authorized for that purpose in writing by the Chairman or the President,and subject p r Im a> to such limitation as the Chairman or the President may prescribe,shall appoint such attomeys-in-fact,as may be necessary to act in behalf of the Corporation to make,execute,seal, w O acknowledge and deliver as surety any and all undertakings,bonds,recognizances and other surety obligations. Such attorneys-in-fact,subject to the limitations set forth in their respective powers of attorney,shall have full power to bind the Corporation by their signature and execution of any such instruments and to attach thereto the seal of the Corporation. When so is y executed,such instruments shall be as binding as if signed by the President and attested to by the Secretary.Any power or authority granted to any representative or attomey-in-fact under >Q O � the provisions of this article may be revoked at any time by the Board,the Chairman,the President or by the officer or officers granting such power or authority. t v ARTICLE XIII—Execution of Contracts—SECTION 5.Surety Bonds and Undertakings.Any officer of the Company authorized for that purpose in writing by the chairman or the president, 00 > ` and subject to such limitations as the chairman or the president may prescribe,shall appoint such attomeys-in-fact,as may be necessary to act in behalf of the Company to make,execute, M p seal,acknowledge and deliver as surety any and all undertakings,bonds,recognizances and other surety obligations. Such attorneys-in-fact subject to the limitations set forth in their oQ Z v respective powers of attorney,shall have full power to bind the Company by their signature and execution of any such instruments and to attach thereto the seal of the Company. When so 0 o executed such instruments shall be as binding as if signed by the president and attested by the secretary. T— OT Certificate of Designation—The President of the Company,acting pursuant to the Bylaws of the Company,authorizes Gregory W.Davenport,Assistant Secretary to appoint such ~ attomeys-in-fact as may be necessary to act on behalf of the Company to make,execute,seal,acknowledge and deliver as surety any and all undertakings,bonds,recognizances and other surety obligations. Authorization—By unanimous consent of the Company's Board of Directors,the Company consents that facsimile or mechanically reproduced signature of any assistant secretary of the Company wherever appearing upon a certified copy of any power of attorney issued by the Company in connection with surety bonds,shall be valid and binding upon the Company with the same force and effect as though manually affixed. I,David M.Carey,the undersigned,Assistant Secretary,of American Fire and Casualty Company,The Ohio Casualty Insurance Company,Liberty Mutual Insurance Company,and West American Insurance Company do hereby certify that the original power of attorney of which the foregoing is a full,true and conect copy of the Power ofAttomey executed by said Companies, is in full force and effect and has not been revoked. IN TESTIMONY WHEREOF,I have hereunto set my hand and affixed the seals of said Companies this 4th day of N0VembeV20 13 By: � David M.Carey,"Assistant Secretary LMS 12873 092012 1933 of 2000 RESOLUTION NO. 13-06-18-08 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF SAN JUAN CAPISTRANO, CALIFORNIA,AMENDING THE FISCAL YEAR 2012/13 CAPITAL IMPROVEMENT PROGRAM BUDGET FOR CAPITAL IMPROVEMENT PROJECT (CIP) 11101 WHEREAS, The Manual on Uniform Traffic Control Devices (MUTCD) is the national standard for all traffic control devices installed on all roads that are open to public travel. In January 2008, the Federal Highway Administration (FHWA) updated the federal sign retroreflectivity requirements of the MUTCD. WHEREAS, as part of the 2010/2011 Capital Improvement Program, City Council approved CIP No. 11101, Sign Retroreflectivity Update Program to meet the new mandate. The City's Fiscal Year 2012/13 Capital Improvement Program budget includes $75,000 for Capital Improvement Project (CIP) 11101. Additionally, there was a budget carryover adjustment of $84,982 from Fiscal Year 2011/12. WHEREAS, the total funding requirement for CIP 11101 in Fiscal Year 2012/13 is $380,384, to be funded as outlined in Exhibit A to this resolution. NOW, THEREFORE, BE IT RESOLVED, that the City Council of the City of San Juan Capistrano does hereby: Amend the City's Fiscal Year 2012/13 Capital Improvement Program as outlined in Exhibit A to this Resolution: PASSED, APPROVED, AND ADOPTED this 181h day of June 2013. l l JOHN,TAYLORJMAYOR� ATTE MARIA , RRIS, CITE' CLE K 1 6-18-2013 STATE OF CALIFORNIA ) COUNTY OF ORANGE ) ss. CITY OF SAN JUAN CAPISTRANO ) 1, MARIA MORRIS, appointed City Clerk of the City of San Juan Capistrano, do hereby certify that the foregoing Resolution No. 13-06-18-08 was duly adopted by the City Council of the City of San Juan Capistrano at a Special meeting thereof, held the 18th day of June 2013, by the following vote: AYES1 COUNCIL MEMBERS: Kramer, Reeve, Allevato and Mayor Taylor NOES COUNCIL MEMBER: None ABSE T`. OUNCIL MEMBER: Byrnes MA I TRrf8, City Cle�k Page 2 of 3 Reso. No. 13-06-18-08 EXHIBIT A CIP 11101 FY 2012/2013 Budget Adjustments CIP# Project Description Current New Budget Funding Budget Budget Adjustment Source(s) #07119 Del Obispo Rehab-Aguacate $ 7,979 $ 4,379 $ (3,600) Measure M Road to Blue Fin Drive #08101 Del Obispo Street and Junipero $ 72,349 $ 10,749 $ (61,600) Measure M Serra Road Rehabilitation #08102 Pavement Management $ 45,000 $ 20,000 $ (25,000) Measure M Program #10103 Camino Capistrano and La $ 3,402 $ - $ (3,402) Measure M Zana Street #11101 Sign Retroreflectivity Program $ 159,982 $ 380,384 $ 220,402 Gas Tax and Measure M #11108 Rancho Mission Viejo Road $ 61,500 $ 11,500 $ (50,000) Gas Tax Rehabilitation #13102 Bridge at Acjachema Street $ 85,000 $ 8,200 $ (76,800) Gas Tax and La Calera Street and Measure M TOTAL $ 435,212 $ 435,212 $ - Page 3 of 3 Reso. No. 13-06-18-08 611812013 D11 City of San Juan Capistrano Agen ort TO: Karen P. ust, City M ` FROM: Ja es G ss, Interim Public Works Director repar by: Alan Oswald, Senior Engineer- 46�N DATE: Jun 18, 2013 SUBJECT: onsideration of Award of Contract and Appropriation of Funds — Sign Retroreflectivity Program (3M Inc., Traffic Safety & Security Division) (CIP No. 11101) RECOMMENDATION: By motion, 1) Approve a Personal Services Agreement with 3M Inc., Traffic Safety & Security Division for the Sign Retroreflectivity Program (CIP No. 11101), in the amount of $619,000; and, 2) Adopt a Resolution Approving the Adjustments to the City's Fiscal Year 2012- 2013 Capital Improvement Program Budget, which includes a budget of $380,384 for CIP No. 11101. EXECUTIVE SUMMARY: On April 15, 2013, staff released a Request for Proposals (RFP) for the Citywide Sign Replacement Program (Enclosure). The scope of the RFP was to replace every sign in the City's inventory. The sign replacements are required to meet Phase II as well as Phase III of the federally mandated Federal Reflectivity Program. The request was sent to three local sign contractors, who currently provide sign replacements, as well as 3M, Inc., Traffic Safety & Security Division (3M). On May 10, 2013, the City received a single proposal for the project from 3M. Staff contacted the local contractors to inquire as to why they did not respond. Each of the three local contractors did not submit proposals, stating that the scope of sign replacements and duration of the project drastically exceeds their business capabilities. Staffs review of the 3M proposal found that two of the local contractors, Safeway Sign Co. and Zumar Industries, are providing sub-contracted services for sign manufacturing to 3M. City Council Agenda Report June 18, 2013 Page 2 of 4 Staff review of the proposal also identified a shortfall in the project budget required to meet the Phase II and Phase III compliance dates. In order to meet the Phase II compliance date of January 22, 2015, staff has negotiated a reduced scope of work and lengthened contract duration with 3M. It is staff's intent to request proposals for compliance with Phase III of the sign retroreflectivity mandate in January 2015, with the sign replacements starting in Fiscal Year 2015-2016 and be completed in Fiscal Year 2017-2018, in time to meet the mandated January 22, 2018, compliance date. This timeframe will allow staff to solicit potential grants and/or identify additional funding for the project without jeopardizing compliance with the Phase II mandate. Staff has received a revised proposal (Attachment 4) to perform this work and is recommending City Council approve a Construction Contract with 3M Inc., Traffic Safety & Security Division, in the amount of $619,000 for this work (Attachment 1). The work will span two Fiscal Years (FY 2013-2014 and FY 2014-2015) and replacement of the approximately 3300 signs in this phase will be completed by January 2015. DISCUSSION/ANALYSIS: The Manual on Uniform Traffic Control Devices (MUTCD) is the national standard for all traffic control devices installed on all roads that are open to public travel. Additionally, many states, including California, have adopted a modified version of the MUTCD that meets or exceeds the federal mandated standards (CA MUTCD). In January 2008, the Federal Highway Administration (FHWA) updated the federal sign retroreflectivity requirements of the MUTCD. The mandate requires public agencies to establish a sign assessment and management method to maintain prescribed levels of sign retroreflectivity. It also requires that by January 22, 2015, certain ground-mounted traffic control signs must meet these retroreflectivity requirements. Additionally, the mandate requires the remaining ground mounted signs, overhead guide signs and street name signs meet these retroreflectivity requirements prior to January 22, 2018. Table 1 shown below lists the status of each phase of compliance. Phase Compliance Requirement Status Contract Date Cost 1 1/22/2012 Implement a method to Completed - $ 33,000 maintain minimum inventory/management retroreflectivity levels method created II 1/22/2015 Replace regulatory and Current Contract - To be $ 619,000 warning signs failing to completed prior to meet retroreflectivity compliance deadline levels III 1/22/2018 Replace overhead Future RFP / $ 650,000 guide signs and street Construction Contract (estimate) name signs failing to Proposed for Fiscal meet retroreflectivity Years 2015-2016 through levels 2017-2018 City Council Agenda Report June 18, 2013 Page 3 of 4 FISCAL IMPACT: A budget adjustment is necessary for Fiscal Year 2012-2013 to provide the necessary funding for this project. In total, the project needs $220,402 to increase the total Fiscal Year 2012-2013 budget to $380,384. The table below details the recommended changes to the Fiscal Year 2012-2013 budget: CIP# Project Description Current New Budget Funding Budget Budget Adjustment Source(s) #07119 Del Obispo Rehab-Aguacate to $ 7,979 $ 4,379 $ (3,600) Measure M Blue Fin #08101 Del Obispo and Junipero Serra $ 72,349 $ 10,749 $ (61,600) Measure M Road Rehabilitation #08102 Pavement Management Program $ 45,000 $ 20,000 $ (25,000) Measure M #10103 Camino Capistrano and La Zanja $ 3,402 $ - $ (3,402) Measure M Street #11101 Sign Retroreflectivity Program $ 159,982 $ 380,384 $ 220,402 Gas Tax and Measure M #11108 Rancho Mission Viejo Road $ 61,500 $ 11,500 $ (50,000) Gas Tax Rehabilitation #13102 Bridge at Acjachema Street and $ 85,000 $ 8,200 $ (76,800) Gas Tax La Calera Street and Measure M TOTAL $ 435,212 $ 435,212 $ - The Seven Year Capital Improvement Program for Fiscal Years 2013-2020 has been updated to provide the additional funding for this project in Fiscal Years 2013-2014 through 2017-2018. The 3M contract of $619,000 and total project cost will be funded by the project budget in the City's CIP in the following fiscal years as follows: Contract Staff Cost 7-Year CIP Fiscal Year 2012-2013 $ 350,000 $ 30,384 $ 380,384 Fiscal Year 2013-2014 75,000 0 75,000 Fiscal Year 2014-2015 194,000 8,000 202,000 Total 619 00 38 384 657 384 ENVIRONMENTAL IMPACT: Not applicable. PRIOR CITY COUNCIL REVIEW: • On June 21, 2011, City Council approved a Sign Inventory and Database Agreement with 3M. City Council Agenda Report June 18, 2013 Page 4of4 COMMISSION/COMMITTEE/BOARD REVIEW AND RECOMMENDATIONS: Not applicable. NOTIFICATION: David Nyberg, 3M Inc., Traffic Safety and Security Division ATTACHMENT(S): Attachment 1 — 3M Construction Contract Attachment 2 — Resolution Attachment 3 — Sample Sign Retroreflectivity Attachment 4 — 3M Revised Proposal Enclosure 1 — Request for Proposal (Provided to City Council and available for review at the City Clerk's Office) CONTRACT This contract is made and entered into.by and between the CITY OF SAN JUAN CAPISTRANO, hereinafter referred to as "CITY" and 3M, Inc. hereinafter referred to as "CONTRACTOR." IT IS HEREBY AGREED BETWEEN THE PARTIES AS FOLLOWS: FIRST. CONTRACT DOCUMENTS. The contract documents shall be considered to include the Request for Proposals, the Instructions to Proposers, the Proposal, the Non-Collusion Affidavit, the Designation of Sub-Contractors, the Contract which is prepared for execution by the CITY and the CONTRACTOR. Plans, Specifications and Special Provisions, the Standard Specifications for Public Works Construction, 2012 Edition, including all Supplements, Contract Bonds, Resolutions adopted -by the CITY pertaining to the work, insurance policies and certificates, and any supplemental written agreements amending or extending the scope of the work originally contemplated that may be required to complete the work in a substantial and acceptable manner. SECOND. THE WORK. CONTRACTOR agrees to furnish all tools, labor, material, equipment, transportation, and supplies necessary to perform and complete in good and workmanlike manner the construction of Citywide Sign Replacement Program, in strict conformity with the Request for Proposal, Specifications and all other contract documents prepared by City of San Juan Capistrano and dated April 15, 2013, and the revised June 4, 2013, Scope of Work, which documents are on file at the Office of the City Clerk, City Hall, 32400 Paseo Adelanto, San Juan Capistrano, California. THIRD. PAYMENT. CITY agrees to pay, and CONTRACTOR agrees to accept, the lump sum adjusted for variations of quantities, at the prices designated in the revised 3M Proposal received June 6, 2013, at the time and in the manner set forth in the Specifications. FOURTH. COMMENCEMENT AND COMPLETION OF THE WORK. CONTRACTOR agrees to begin and complete the work within the time specified in the revised Scope of Work and reflected in the revised 3M Proposal. It is agreed that it would be impracticable and extremely difficult to fix the actual amount of damages, and loss sustained by CITY, should CONTRACTOR fail to complete the work in the specified time; therefore, CONTRACTOR shall pay CITY, as liquidated damages, not in the nature of a penalty, Five Hundred (500) Dollars per calendar day for each day delayed; provided that extensions of time with waiver of liquidated damages, may be granted as provided in the Specifications. C - 1 Attachment 1 FIFTH. PERFORMANCE BOND AND LABOR AND MATERIAL BOND. CONTRACTOR agrees to furnish bonds guaranteeing the performance of this contract and guaranteeing payment of all labor and material used under this contract, as required by the laws of the State of California, on forms approved by the CITY. The Performance Bond shall be for an amount of one hundred (100) percent of the amount of this contract and shall be conditioned on full and complete performance of the contract, guaranteeing the work against faulty workmanship and materials for a period of one (1) year after completion and acceptance. The Labor and Material Bond shall be for an amount of one hundred (100) percent of the amount of this contract and shall be conditioned upon full payment of all Labor and Material entering into or incidental to the work covered by this contract. CONTRACTOR agrees to furnish the bonds on the forms found within the Specifications. The required Performance and Labor and Materials Bonds shall provide that the surety shall pay attorney's fees incurred by CITY in enforcing this agreement. SIXTH. GENERAL PREVAILING RATE OF PER DIEM WAGES. Pursuant to the Labor Code of the State of California, copies of the prevailing rate of per diem wages, as determined by the Director of the State Department of Industrial Relations, are on file in the Office of the City Clerk, 32400 Paseo Adelanto, San Juan Capistrano, California, and are hereby incorporated and made a part hereof. CONTRACTOR agrees that he, or any SUB-CONTRACTOR under him, shall pay not less than the foregoing specified prevailing rates of wages to all workmen employed in the execution of the contract. SEVENTH. INSURANCE. CONTRACTOR shall maintain at all times during this contract liability and property damage insurance naming the CITY and its elected and appointed officials as a named insured, which such policies shall be of an amount not less than Two Million (2,000,000) Dollars combined single limit. Insurance certificates shall be for a minimum period of one (1) year. C - 2 CONTRACTOR shall maintain in full force and effect comprehensive automobile liability coverage, including owned, hired, and non-owned vehicles in the following minimum amounts: $1,000,000 property damage; $1,000,000 injury to one person/any one occurrence/not limited to contractual period; $2,000,000 injury to more than one person/any one occurrence/not limited to contractual period. The insurance policies shall bear an endorsement or shall have an attached rider providing that in the event of expiration of proposed cancellation of such policies for any reason whatsoever, the CITY shall be notified by registered mail, return receipt requested, giving a sufficient time before the date thereof to comply with the applicable law or statute but in no event less than thirty (30) days before expiration or cancellation is effective. CONTRACTOR shall provide to CITY the policy certificate establishing that the required level of insurance has been satisfied. CONTRACTOR shall indemnify, defend and save harmless the CITY, its officers, agents, and employees from and against any and all claims, demands, loss or liability of any kind or nature which CONTRACTOR, its officers, agents and employees may sustain or incur or which may be imposed upon them or any of them for injury to or death of persons, damage to property as a result of, or arising out of, or in any manner connected with the performance of the obligations under this contract. EIGHTH. COMPLIANCE WITH OTHER PROVISIONS OF LAW RELATIVE TO PUBLIC CONTRACTS. CITY is subject to the provisions of the Government Code and the Labor Code of the State of California. It is stipulated and agreed that all provisions of law applicable to public contracts are a part of this contract to the same extent as though set forth herein and shall be complied with by CONTRACTOR. These include, but are not limited to, the stipulation that eight (8) hours labor constitute a legal day's work and CONTRACTOR shall, as a penalty to CITY, forfeit Twenty-five (25) Dollar for each workman employed in the execution of the Contract by CONTRACTOR, or by any SUB-CONTRACTOR, for each calendar day during which such workman is required or permitted to work more than eight(8) hours in violation of the provisions of Article Three, Chapter One, Part Seven, Division 2, of the California Labor Code, except as permitted by law. IN WITNESS WHEREOF, this contract is executed by the duly authorized agent(s) of CITY, C - 3 pursuant to City Council action, and by CONTRACTOR on the date set before the name of each. City of San Juan Capistrano Dated: BY: JOHN TAYLOR, MAYOR BY: CONTRACTOR, LICENSE NO. AND CLASSIFICATION ATTEST: Maria Morris, City Clerk APP V AS TO FORM: hA igten, City Attorney C - 4 PERFORMANCE BOND KNOW ALL MEN BY THESE PRESENTS: That as Principal,hereinafter called CONTRACTOR, and , as Surety, hereinafter called SURETY, are held and firmly bound unto the CITY OF SAN JUAN CAPISTRANO, as Obligee, hereinafter called CITY, in the amount of Dollars for payment whereof Contractor and Surety bond themselves, their heirs, executors, administrators, successors, and assigns,jointly and severally, fairly by these presents. WHEREAS, Contractor has by written agreement dated entered into a (describe agreement):_for the construction of: "Citywide Sign Replacement Program " which contract is by reference made a part hereof, NOW THEREFORE, the condition of this obligation is such that, if Principal shall promptly and faithfully perform said agreement, then this obligation shall be null and void; otherwise it shall remain in full force and effect. Surety waives whatever legal right it may have to require that a demand be made first against the principal in the event of default. BE IT FURTHER RESOLVED that: 1. As a part of the obligation secured hereby, and in addition to the face amount specified, there shall be included costs and reasonable expenses and fees, including reasonable attorney's fees, incurred by City in successfully enforcing such obligation, all to be taxed as costs and included in any judgment rendered. PB - 1 2. Said Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration, or modification of the contract documents or of the work to be performed thereunder, shall in any way affect its obligations or this bond, and it does hereby waive notice of any such change, extension of time, alterations, or modifications of the contract documents or of work to be performed thereunder. Executed this day of , 2013, at California. PRINCIPAL APPROVED AS TO FORM (NOTARIZATION AND SEAL) HANS VAN LIGTEN, CITY ATTORNEY SURETY (NOTARIZATION AND SEAL) PB - 2 Premium Included LABOR AND MATERIAL BOND KNOW ALL MEN BY THESE PRESENTS: That WHEREAS, the CITY OF SAN JUAN CAPISTRANO, a municipal corporation of Orange County, California, has awarded to , License No. , hereinafter designated as "Principal", a contract for the construction of "CityEide Sign Replacement Program' ; and WHEREAS, said Principal is required to furnish a bond in connection with the said contract providing that if said Principal, or any of his or its sub-contractors, shall fail to pay for any materials, provisions, provender or other supplies or teams used in, upon, for or about the performance of the work contracted to be done, or for any work or labor done thereon of any kind, the surety or this bond will pay the same. NOW, THEREFORE, we , Principal, and , as surety, are Held firmly bound unto the City of San Juan Capistrano, a municipal corporation, in the penal sum of DOLLARS ($ ), lawful money of the United States of America, for payment of which sum well and truly to be made we bind ourselves, our heirs, executors, administrators and successors,jointly and severally, firmly by these presents. THE CONDITION OF THIS OBLIGATION is such that, if said Principal, his or its heirs, executors, administrators, successors or assigns, or sub-contractors, shall fail to pay for any materials, provisions, provender, or teams, or other supplies or equipment used in, upon, for or about the performance of the work contracted to be done, or for any work or labor done thereon of any kind, or for amounts due under the Unemployment Insurance Act with respect to such work or labor as required by the provisions of Title 1, Division 5, Chapter 3 of the Government Code of California as amended, that the surety will pay for the same in an amount not exceeding the sum specified in this bond and also in case suit is brought upon the bond, a reasonable attorney's fee to be fixed by the court. This bond shall inure to the benefit of an and all persons, companies and corporations entitled to file claims under said act, so as to give a right of action to them or their assigns in any suite brought upon this bond. FURTHER, the said surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration or modification of the contract documents or of the work to be performed thereunder shall in any way affect its obligation on this bond and it does hereby waive notice of any such change, extension of time, alteration or modification of the contract documents or of work to be performed thereunder. LM - 1 As a part of the obligation secured thereby, and in addition to the face amount specified therefore, there shall be included costs and reasonable expenses and fees, including reasonable attorney's fees, incurred by City in successfully enforcing such obligation, all to be taxed as costs and included in any judgment rendered. IN WITNESS WHEREOF three (3) identical counterparts of this instrument, each of which shall for all purposes be deemed an original thereof, have been duly executed by the Principal and surety herein named on the day of , 2013. The name and corporate seal of each corporate party being hereto affixed and these presents duly signed by its undersigned representatives pursuant to authority of its governing body. PRINCIPAL By SURETY By z TO FORM CI Y ATf O<NEY LM - 2 RESOLUTION NO. 13-06-18-XX A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF SAN JUAN CAPISTRANO, CALIFORNIA,AMENDING THE FISCAL YEAR 2012/13 CAPITAL IMPROVEMENT PROGRAM BUDGET FOR CAPITAL IMPROVEMENT PROJECT (CIP) 11101 WHEREAS, The Manual on Uniform Traffic Control Devices (MUTCD) is the national standard for all traffic control devices installed on all roads that are open to public travel. In January 2008, the Federal Highway Administration (FHWA) updated the federal sign retroreflectivity requirements of the MUTCD. WHEREAS, as part of the 2010/2011 Capital Improvement Program, City Council approved CIP No. 11101, Sign Retroreflectivity Update Program to meet the new mandate. The City's Fiscal Year 2012/13 Capital Improvement Program budget includes $75,000 for Capital Improvement Project (CIP) 11101. Additionally, there was a budget carryover adjustment of $84,982 from Fiscal Year 2011/12. WHEREAS, the total funding requirement for CIP 11101 in Fiscal Year 2012/13 is $380,384, to be funded as outlined in Exhibit A to this resolution. NOW, THEREFORE, BE IT RESOLVED, that the City Council of the City of San Juan Capistrano does hereby: Amend the City's Fiscal Year 2012/13 Capital Improvement Program as outlined in Exhibit A to this Resolution: PASSED, APPROVED, AND ADOPTED this day of June 2013. JOHN TAYLOR, MAYOR ATTEST: MARIA MORRIS, CITY CLERK Attachment 2 EXHIBIT A CIP 11101 FY 2012/2013 Budget Adjustments CIP# Project Description Current New Budget Funding Bud et Bud et Adjustment Source(s) #07119 Del Obispo Rehab-Aguacate $ 7,979 $ 4,379 $ (3,600) Measure M Road to Blue Fin Drive #08101 Del Obispo Street and Junipero $ 72,349 $ 10,749 $ (61,600) Measure M Serra Road Rehabilitation #08102 Pavement Management $ 45,000 $ 20,000 $ (25,000) Measure M Program #10103 Camino Capistrano and La $ 3,402 $ - $ (3,402) Measure M Zana Street #11101 Sign Retroreflectivity Program $ 159,982 $ 380,384 $ 220,402 Gas Tax and Measure M #11108 Rancho Mission Viejo Road $ 61,500 $ 11,500 $ (50,000) Gas Tax Rehabilitation #13102 Bridge at Acjachema Street $ 85,000 $ 8,200 $ (76,800) Gas Tax and La Calera Street and Measure M TOTAL $ 435,212 $ 435,212 $ - n : Daytime Sample Signing Before and After Replacement i , 3 RoadvrV Main2enane2 r t San Juan Capistrano Citywide Sign Replacement Program May 10, 2013 © 3M 2011. All Rights Reserved Attachment 4 Addendum Number 1 Dated: April 23, 2013 PROJECT: CITYWIDE SIGN REPLACEMENT PROGRAM This addendum is issued by approval of the Director of Public Works as authorized below. Please note that the issuance of this addendum does not alter the proposal due date and time, which are set for May 7, 2013, at 3 pm at the Public Works Department. In case of questions, please contact Nisha Patel, Associate Engineer, at 949/443-6350. Authorized: Jim oss, Interim Public Works Director Date Pleasej siqn and attach a copy of this addendum to your bid to ensure your receipCo the latest project information. 5- 8 13 Contractor authorized signatory Date Addendum Number 2 Dated: April 30, 2013 PROJECT: CITYWIDE SIGN REPLACEMENT PROGRAM This addendum is issued by approval of the Director of Public Works as authorized below. Please note that the issuance of this addendum alters the proposal due date and time, which has been changed for May 90. 2093, at 3 pm at the Public Works Department. In case of questions, please contact Alan Oswald, Senior Engineer, at 9491443-6356. Author' ed: Jim Ross, n rim Pu is Works Director Date Please sign and attach a copy of this addendum to your bid to ensure your receipt of the latest project information. -$ •\3 Contractor authorized signatory Date PROPOSAL For the: CITYWIDE SIGN REPLACEMENT PROGRAM From: 3M Traffic Safety& Security Division Contractor, License No. & Classification To the Members of the City Council City of San Juan Capistrano Gentlemen: The undersigned, as Proposer, declares that he has carefully examined the location of the proposed work as described, examined the Plans, Specifications, Special Provisions, and the Standard Specifications for Public Works Construction, 2012 Edition, including all supplements therefore, read the Instructions to Proposers, and is familiar with all proposal requirements, and hereby proposed and agrees, if the proposal is accepted, to complete the said construction in accordance with the Contract Documents, as defined in Section 1-2 of the Standard Specifications, in the time stated herein, for the unit price or lump sum given on the following pages of this proposal, amounting to a total of: Six hundred and nineteen thousand and 01100 dollars $619,000.00 Words Figures Said amount to include and cover all taxes, the furnishing of all materials, the performing of all the labor requisite or proper and the providing of all necessary machinery, tools, apparatus, and other means of construction; also, the performance and completion of all the work in the manner set forth,described and shown in the Specifications or the drawings for the work. If the contract is awarded, the undersigned agrees to enter into a contract with the City of San Juan Capistrano and to commence work within fifteen (15) calendar days from the date of execution thereof, and to diligently prosecute the work to completion before the expiration of . Four hundred fifty (450) calendar days All Proposals are to be computed on the basis of the given Estimated Quantities of Work, as indicated in this proposal, times the unit prices as submitted by the Proposers. In case of discrepancy between words and figures, the words shall prevail. In case of discrepancy between P - I unit prices and the extension thereof, the unit price shall prevail and Proposals will be computed as indicated above and compared on the basis of corrected totals, given solely as a basis for comparison of Proposals. It is understood that the City does not expressly, nor by implication, agree that the actual amount of work will correspond therewith, but reserves the right to increase or decrease the amount of any item or portion of the work or to omit portions of the work as may be deemed expedient by the Engineer. The following is the name and place of business of the surety company which will furnish the required bonds as surety if the work is awarded to the undersigned: LibertyMutual, Licensed in accordance with an act providing for the registration of contractors— License No. 925404 and Classification D42 Signature of Prop Daniel F. Moran, Customer Service Supervisor P - 2 (If an individual, so state. If a firm or co-partnership, state the firm name and give the names of all individual co-partners composing the firm: President, Secretary, Treasurer, and Manager thereof.) 3M Company is a corporation: Traffic Safety & Security Division is the division that is offering the proposal. The following information is for 3M Traffic and Security Division Dated: May 9, 2013 3M Center, Bldg. 235-3A-09, St. Paul, MN 55144-1000 Business Address Dated: May 9, 2013 800-553-1380 #3 Telephone Number Further, the undersigned proposer certifies that he has thoroughly checked the figures set forth in this proposal, that they are correct to the best of his knowledge and that they constitute his proposal for the work called out herein. Dated: May 3, 2013 3M Center, Bldg. 235-3A-09. St. Paul, MN 55144-1000 Business Address Dated: May 3, 2013 800-553-1380 #3 Telephone Number 3M Company Officers: Chairman of the Board, President and Chief Executive Officer Inge G. Thulin Deputy General Counsel and Secretary Gregg M. Larson Vice President and Treasurer Scott D. Krohn Vice President, Traffic Safety& Security Division John R. Houle P - 3 SCHEDULE OF WORK ITEMS CITYWIDE SIGN REPLACEMENT PROGRAM Item Approximate Work Items With Unit Pricc Unit Price Total uanti (Written in Words) (In Figures) Amount 1 Mobilization for the lump sum price of I LS F seven thousand,seven hundred dollars. $47,700.00 $47,700.00 Remove and Replace Existing Sign, Supports 2 and Mounting Hardware for Maintenance Zone 1 LS 1 for the lump sum price of Two h ndred thirteen thousand four hundred and 21/100 dollars. $213,400.21 $213,400.21 Remove and Replace Existing Sign, Supports 3 and Mounting Hardware for Maintenance Zone 1 LS 2 for the lump sum price of One h indred one thousand three hundred sixty-four 8 231100dollars. $101,364.23 $101,364.23 Remove and Replace Existing Sign, Supports 4 and Mounting Hardware for Maintenance Zone 1 LS 3 for the lump sum price of Si five thousand six hundred ninety-two 874/100 dollars. $65,692.74 $65,692.74 Remove and Replace Existing Sign, Supports 5 and Mounting Hardware for Maintenance Zone 1 LS 4 for the lump sum price of Sixtyseven thousand forty—me 8 33/100 dollars. $67,041.33 $67,041.33 Remove and Replace Existing Sign, Supports 6 1 LS and Mounting Hardware for Maintenance Zone 5 for the lump sum price of Fifty-1 iree thousand four hundred 8 seventy-six 8 51/100 dollars. $53,476.51 $53,476.51 Remove and Replace Existing Sign, Supports 7 1 LS and Mounting Hardware for Maintenance Zone 6 for the lump sum price of Fifty ight thousand four hundred ninety-two 8 98/100 dollars. $58,492.98 $58,492.98 Update Citywide Sign Inventory on 3M Fast 8 1 LS Tools System For Zones 1-6 for the lump sum price of Ele en thousand eight hundred thirty-two 8 00/000 dollars $ 11,832.00 $11,832.00 Total Bid Price(Enter here and on Page P-1) Six hundred nineteen thousand 8 0/100 dollars $ 619,000.00 Words Figures P -4 NON-COLLUSION AFFIDAVIT TO BE EXECUTED BY PROPOSER AND SUBMITTED WITH PROPOSAL State of Minnesota STATE nF- nAr4r_()R�4A ) ) SS. County of Ramsey ) Proposal Dated: May 3, 2013 9X01— �IGNATURE On this the 3rd day of May , 2013, before me, the undersigned, a Notary Public in and for said State, personally appeared Da-nIsl F.m o -c- -A personally known to me/proved to me on the basis of satisfactory evidence, to be the person(s) whose name(s) Daniel F. Moran subscribed to the within instrument, and acknowledge that Daniel F. Moran executed it. WITNESS my hand and official seal. f` i Nota Pu cin and for said State Mohd►Pwk 31 2MG P - 5 DESIGNATION OF SUB-CONTRACTORS Submit with Proposal. In compliance with the Provisions of Section 4100-4107 of the Government Code of the State of California as amended, the undersigned certifies that he has used the sub-proposals of the following listed sub-contractors in making up his proposal, and that the sub-contractors listed will be used for the work for which they proposed, subject to the approval of the Engineer, and in accordance with the applicable provisions of the Specifications. It is understood and agreed that all those portions of the work called for in the contract documents for which a sub-contractor is not listed will be performed by the undersigned through his forces. If no sub-contractors are listed, all bonds and insurance will be written in the name of the general contractor only. Item of Work Sub-contractor License No. Address Phone & Classification i 3 nt'�T ���jtC4lk�tacr� ��=7�`�( 5��:`t5' �cc: �:,� cA q,-)pw9 `���5>i,�"?�l-� `1 2. 3. 4. 5. 6. 7. 8. Daniel F. Moran, Customer Service Supervisor PROPOSER'S NAME AUTHORIZED SIGNATURE P - 6 PROPOSER'S QUALIFICATIONS STATEMENT 1. ORGANIZATION 1.1 How many years has your organization been in business? Since 1902 (101 years) 1.2 How many years has your organization been in business under its present name? Minnesota Mining & Manufacturing changed their name to 3M in 2004 (19 years) 1.2.1 Under what other names has your organization operated? Minnesota Mining & Manufacturing 1.3 If your organization is a corporation, answer the following: 1.3.1 Date of incorporation: 1929 1.3.2 State of incorporation: Delaware 1.3.3 Corporate ID number: TIN: 41-04-17775 1.3.4 President's name. Inge J. Thulin 1.3.5 Agent for Services of Process: Daniel F. Moran 1.4 If your organization is a partnership, answer the following: 1.4.1 Date of organization: 1.4.2 Type of partnership (if applicable): 1.4.3 Name(s) of general partner(s): 1.5 If your organization is individually owned, answer the following: 1.3.1 Date of organization: 1.3.2 Name of owner: 1.6 If the form of your organization is other than those listed above, describe it and name the principals. P - 7 For Items 1.7 — 1.9, if additional space is required, please include as an attachment. 1.7 Describe the composition of you Project Team applicable to this Proposal identifying members, partners and holders of a 10% or greater interest in the Proposal, including Subcontractors and equipment manufacturers that will have primary or significant responsibility for Project Management and Execution. Include qualifications and resumes of the Project Manager and other key personnel. Please see Attachment 1.7 for the composition of our Project Team. There are no 3M employees or subcontractors, that we know of,that have an interest of 10%or more in the proposal. 1.8 Project Organization: Each Proposer shall submit a brief narrative description of its proposed Project organization, It shall include the following as a minimum: a. Organization chart specific to this Project showing the organization structure, lines of authority, levels of decision making, levels of accountability and the relationship of each function shown to other functions in the organization. b. Proposer's proposed Work Breakdown Structure for the Project showing work packages and the associated dollar value. C. Proposer's proposed Organization Breakdown Structure for the Project showing responsibilities and resources required to perform the Work defined in the Work Breakdown Structure. d. Description of Proposer's system for preparing schedules, calculating and reporting progress performance. e. Proposer's proposed plan to integrate Subcontractor activities into its Project scheduling and reporting system. f. A description of how the Proposer approaches rescheduling of its own and subcontracts activities to achieve schedule recovery objectives and how the Proposer enforces these objectives with it subcontractors. Please see Attachment 1.8 for the following Information: Organization Chart.- Work hart:Work Breakdown Structure, Organizational Breakdown Structure: Schedules and Performance Progress. Subcontractor Imrzementation P - 8 1.9 Inventory and Sign Replacement Services: The Proposal shall describe how the Proposer intends to furnish and manage the inventory, recordation of regulatory, warning, and guide sign replacement for the Project. It shall include, at minimum, the following: a. A description of the Proposer's organization for managing the sign inventory phases and how it will be incorporated with the other elements of the Proposer's organization for the project. b. The key positions must be defined, and the staff to fill those positions must be identified. C. A brief narrative description of the proposed plan for furnishing the inventory and sign replacement. This plan shall include at least the following items: (i) Location of the offices where each aspect of the project is to be performed. If the Work is to be shared among offices at different locations, indicate where each office is located and what work is to be performed in each office. Identify the number of office and field personnel assigned to each discipline and the time commitment of each to the project for field personnel, provide the location of the offices where they will be based and from which they will be managed; (ii) A detailed schedule of key milestones and estimated completion dates consistent with the scheduled contained in the RFP documents and shall include preliminary schedule showing the logical relationships, durations and timing of the Work. (iii) The organization chart showing the relationships among functions shown on the chart and between the Proposer's organization and Subcontract(s); and (iv) A description of how the personnel in the sign inventorying team will interface with the sign replacement team. (v) A description of how the Proposer intends to update the sign inventory after signs has been replaced. Please see Attachment 1.9 for complete information on this section. P - 9 1.10 Inventory and Database Services: The City has invested in a Sign Inventory System to track sign maintenance activities and manage sign performance. The 3M Sign Management System is a web-based program that stores various sign attribute information electronically. Proposers interested in completing the sign upgrade project for the city must outline a plan and demonstrate their ability to electronically update the web-based sign inventory system in a seamless manner. Proposers shall provide details of how the data collection and conversion to the city system shall occur. Details shall include: (i) Planned schedule for updating the city system based on sign replacement activity that is occurring. Credit will be given for regular frequency of updates, the seamless nature of the data transfer, and the independent functioning of the Contractor to complete this task with limited resource requirements by the City. (ii) The contractor must demonstrate their QA/QC plan to ensure the highest standard of data integrity associated with the data to upload to the city system. (iii) The contractor should indicate their familiarity with the 3M Sign Inventory system or similar ArcGIS based inventory management systems. (iv) The contractor shall state their time frame from award of contract and how quickly the Contractor can develop a conversion system and integration with the city system to deliver the first data set inventory transfer. Please see Attachment 1.10 for complete information on this section P - 10 2. EXPERIENCE 2.1 Claims and Suits (If the answer to any of the questions below is yes, please attach details.) All answers relate to 3M Traffic Safety and Security division which is responsible for this project a. Has your organization ever failed to complete any work awarded to it? NO b. Are there any judgments, claims, arbitration proceedings or suits pending or outstanding against your organization or its officers? Please refer to 3M's 10K. See Qualifications in Attachment 2 which includes the link. C. Has your organization filed any lawsuits or requested arbitration with regard to street sign replacement projects within the last five (5) years? No 2.2 Within the last five (5) years, has any officer or principal of your organization ever been an officer of another organization when it failed to complete a contract? (If the answer to any of the questions below is yes, please attach details.) No 2.3 On a separate attachment, the Proposer shall provide a list of ongoing and successfully completed sign replacement and inventory projects in the United States within the last ten (10) years. At least one of the successfully-completed projects shall be of a size comparable or larger than the City of San Juan Capistrano project. In the above list, include the project title, contract amount, project start and completion dates, and the client's name, address, telephone number, and contact person. Attach a reduced set plans and photos of the completed facilities. A Proposer without any successfully-completed sign inventory and replacement projects in the United States within the last ten (10) years, of a size comparable to the City of San Juan Capistrano project, will be considered unqualified for this RFP. 3. SURETY 3.1 For the performance and payment bonds, Identify the bonding company if arrangements have been made; if not, identify the bonding company for the Proposer's most recent project: Liberty Mutual P - 11 3.2 Name and address of agent: M,'q'2 s H Z'/Sp -,nrd- ?o/ vwypees--r oST: re //DO ,5r Aom1s1 /We:v G.3/d/ All of the above statements as to experience, financial qualifications, and available plant and equipment are submitted in conjunction with the Proposal, as a part thereof, and the truthfulness and accuracy of the information is guaranteed by the Proposer. Daniel F. Moran, Customer Service Supervisor PROPOSER'S NAME AUTHORIZ D SIGNATURE P - 12 CITY OF SAN JUAN CAPISTRANO REQUEST FOR PROPOSALS FOR CITYWIDE SIGN REPLACEMENT PROGRAM (REGULATORY, WARNING AND GROUND MOUNTED SIGNS) I. 3M COMPANY'S QUALIFICATIONS AND EXPLANATIONS A. (2). EXPERIENCE 2.1(a) No. 3M Company is a global, publicly-traded Fortune 500 Company with over 88,000 employees worldwide and sales of approximately $30B in 2012. Because of 3M's size and global presence, 3M limits this response to the Traffic Safety and Security Division and the Roadway Maintenance businesses, the businesses responsible for the response to this RFP and any resulting contract. 3M limits this response to the past 5 years. 2.1(b). Generally with regard to descriptions of any investigation, litigation, administrative complaint and proceedings, as a publicly traded company 3M provides an overview of these matters that are deemed material and any subsequent action resulting therefrom in its SEC filings and Annual Reports. 3M's 2012 Annual Report and related Securities and Exchange Commission filings can be found at 3M .com (http://Vhx.corporate-ir.net/phoenix.zhtml?c=80574&p=irol_govmanage). 3M anticipates that none of these proceedings would impact 3M's ability to perform a contract awarded to 3M as a result of this RFP. 2.2 Because of 3M's size and the broad scope of the inquiry, 3M is unable to identify whether any officer or partner has been affiliated with any other organization who failed to complete a construction contract or failed to complete a construction contract in his or her own name. That said, 3M is unaware of any officer or partners' ownership in a firm that failed to complete a construction contract as an officer or partner of another organization or in his or her own name. B, CONTRACT 1. SEVENTH. INSURANCE In 2010 the Acord form was changed to reflect notice of policy cancellation be consistent with policy terms. 3M will contractually agree to provide the City any notice of cancellation within 30 days, but 3M is unable to provide an endorsement or rider to this effect. Accordingly, 3M proposes that in paragraph 2 the phrase "The insurance policies shall bear an endorsement or shall have an attached rider providing..." be stricken and substitute the following language in its place: "The CONTRACTOR will agree..." In paragraph 3 as written, this provision could require 3M to indemnify the City and the other listed indemnified parties for claims not based upon any fault of negligence of 3M. Such unknowable liability cannot be foreseen by 3M and priced into its bid. 3M's RFP response is based on the insertion of the word "negligent" immediately preceding the word "performance' in line 5. Also for clarify, please insert the word CONTRACTOR between the word"the"and"obligations" also in line S. Please delete the word agents in line 1 and 3; the phrase "or in any manner connected with" in line S. Also, in the event 3M is called upon to indemnify the City, its officers and employees for any claim, 3M must have the option to be in control of the defense of the claim. Please add this language to the end of the first paragraph: "At the option of 3M, City, its officers and employees shall be represented by counsel selected and retained by 3M with respect to any litigation brought by or against the City, its officers and employees 3M Roadway Maintenance Services 3M Center, Bldg.235-3A-09, St. Paul, MN 55144-1000 1 with respect to any claims, damages,judgments, liabilities or causes of action to which the City, its officers and employees may be subject and to which they are entitled to be indemnified hereunder. 3M shall control the defense of any such claims, damages, judgments, liabilities or causes of action, and the City, its officers and employees will cooperate fully in the defense." Additionally, 3M also suggests that additional language be added for the parties to mutually waive consequential damages. This type of liability is also unknowable and unpredictable and which 3M cannot accurately price into its bid. 3M suggests that these provisions be made mutual and suggest the following language be modified or added: NEITHER PARTY WILL, UNDER ANY CIRCUMSTANCES, BE LIABLE TO THE OTHER PARTY FOR SPECIAL, INDIRECT OR CONSEQUENTIAL DAMAGES IN ANY WAY RELATED TO THE SERVICES, THIS AGREEMENT OR THE TERMINATION OF THIS AGREEMENT. THIS LIMITATION OF LIABILITY APPLIES REGARDLESS OF THE LEGAL THEORY UNDER WHICH SUCH DAMAGES ARE SOUGHT. C. GENERAL CONDITIONS 1. SECTION 14 INDEMNIFICATION Please see 3M"s comments to the draft contract insurance/indemnification provision above. Additionally, Section 14, as written, appears to create unlimited liability potential for 3M. As written, except for the sole negligence of the City,there appears to be no limiting language as to whose actions 3M must indemnify,nor is the indemnification requirement limited to or necessarily related to the performance of the contract. Because 3M's potential liability is undefined and unknown, 3M cannot adequately assess this risk and price its RFP accordingly. 3M proposes that the parties delete Section 14 as written and utilize the indemnification language as modified by 3M in the Contract section of the RFP. 2. SECTION 15 OOBSITE SAFETY 3M acknowledges responsibility for jobsite safety for its employees and for those over whom 3M has control and will agree to indemnify the City, the County and its employees for 3M's negligence or the negligence of those over whom 3M has control. However, 3M is unable to indemnify the City or County for their actions in causing injury or damage. Accordingly, 3M proposes to delete the phrase "their parent companies, subsidiaries, agents.." beginning in line 3 of this Section; insert the phrase "the negligent" between the words "from" and "performance" in lines 5 and 6 of this Section; and delete the language "regardless of whether or not.."until the end of this Section. D. SHEETING SPECIFICATIONS 1. 7.0 PERFORMANCE REQUIREMENTS AND OBLIGATIONS 2. 7.3 SHEETING MANUFACTURERS REPLACEMENT OBLIGATION Please add the following: 7.3.2.5 The warranties provided in this Section are the only warranties that shall apply. No other warranties,express or implied,shall apply. 3M Roadway Maintenance Services 3M Center, Bldg.235-3A-09,St. Paul, MN 55144-1000 09�= Z POWER OF ATTORNEY By the authority granted the undersigned by the Deputy General Counsel and Secretary,the individuals listed below are appointed as 3M's, or its designated subsidiaries',true and lawful attorneys-in-fact for it,and in its name,for commercially-available products and services and government-unique products and services(except research and development services)for which 3M or its designated subsidiaries will be a prime contractor or subcontractor to any federal,state or municipal governmental agency in the United States,or to a federal,state or municipal prime contractor or higher tier subcontractor in the United States,to do acts specified on behalf of this Corporation. (a) To submit or execute proposals,bids,binding purchase orders,contracts and subcontracts,and documents related thereto,excluding certifications,representations and warranties to comply with certain laws or regulations?(hereafter referred to as`certifications"),the following attorneys-in- fact are hereby appointed.Authority may not be sub-delegated. Authority for the below individuals applies to the apeeHle Business Unit or stall function indicated,subject to the limitations imposed by their respective General MansiletiVlce President or equivalent. • 3M purification 9= • flectrofts MarketsIndustrial Adhesive and Tapea TmMc Salelr and RlMard P.CoUWM Materials olvidon seculft Division JeseohF.Koeh AulikWpWO106e110wADWAIIII&dl Catherine J.LoOstr • 3M FSPE Division sapsas ro Fed"SwM SMedille Chad Rood Todd M.So64 • Elloctrical Uadtotg eortuaes aw. Daniel F.Moran TlmothyA Kosnip Pony M.Cannla OaNd A Potnton • 3M Unitak corporation Elis M.90dralli Daniel C.Mlteheli • Food Sotele neearimeat • blactim Prevention John F.Sebastian Melissa Mallak Melanls J.Zahlsr John K Mortis • Assro Tochnolooks LLC +leash Care Service Support John P.Berm Perry M.Conniff • GorerwrientRAQ Biu J.Blebesnetmer John W.Lehman contracm Linda M.Gondringer • Aerospace and Aircraft Steven L Kays • optical systans Division Mary K Illus Malfflemmea Division Ruth P.Charles low A Summers IWM*w J.Blgnep Perry M.Cannell VMen L.Smllh MaMew R Lelbel Michael J.Ristau • Abrasive Systems Division • GTAdtlar.Mac Thomas L Kelleman Nicole A Christopherson Party M canard Perry M.CannlR RtdrardJ.LeClair • Cklest Techgolooles Robert L Storsypard • • Heaft Informadod Jamas 0.6anach Scatl R Hanson oma ffiftion • Venture Tam Comaratim Andes S.Andriols • Stationary and Perry M.Cannlp • CrkkalandChroakCare Deborah A Mason stmoustimalon solutions Division Gam L Garrison Malcolm P.West Melanie J.Zahler GaylW."Stick Gerald R Jennings James R.McDonough Jan C.cum John C.Mathison Lisa M.Blatlt Mtvng H.Kim Ray J.Terri Jr. Terri G.MOCubbin Authority for the below Individuals applies to the specific Business Unit or doff function indicated. • Pard it.Sander • Karen A KYrdem DaredcE HHW Laurie POCK • Govemmealcoalract GflkedGenerslcou"al Cardame Rithard N."M Eatabebr A Grimes Kann Stern 0111101s Rkhstd A Rollos 1 Authority to submit proposals and sign contracts for research and development services is managed by the Executive Vice President&Chief Technology Officer for Research&Development. 2 Product or performance warranties are to be reviewed and accepted by any 3M individual granted authority or responsibility to do so by the applicable business unit or staff group. 1 (b)To make certifications, except Country of Origin certifications,the following attomeys-in-fact are hereby appointed. Authority may not be sub-delegated,except certifications made by other attorneys- in-fact listed in paragraph(a)may be authorized in writing by one of the individuals listed in paragraph(b)after a determination by one of the individuals in paragraph(b)that such certification is valid. Unfamiliar certifications must be cleared with the Government Contract Compliance department prior to execution. Authortq for the below mikiiiduals appbes to aaY Business Unit or Stan htnVU00 iedicaled. • 3M Puilicawn Inc • Electrpnics Markets . Heath Ird9rma0on • Per al Safety Division Richard P Couture Materials Dhds& Systems Thomas L Ketteman Joseph F.Koch Ntdee S_Andnole • 3M ESPE Division Deborah A Mason • Ouest Technolooies Todd M Scott • Food Safety Department Garn L.Garrison James D-Banach Melissa A Maltak Gays W.Kirkpaarck • 3M Unitek Corporation Gerald R.Jennings • Traffic Safetyaid Daniel C Mitchell • Goremment R&D Contracts James R.McDonough Deparbneni Jan C-Cline Chad Reed • Aearo Technoloaies LLC Steven L Kays Jahn C.Mathison Daniel F.Moran Perry M.CanniB Ruth P.Chanes Usa M.Slack John N.Moms Vivien L SmM Mvung FL Kim John P Benz • Abrasive Systems Division Ray J 7errin Jr Linda M.Gondringer Perry M.Cannel GTA-W.Inc Terri G McCubbin Mary K_Liles PenyM Canndr MatthewJ Bignell • Aerospace and Aircraft • infecpon Preva wo Division Mathew R Lelbel Maintenance Division Melanie J.Zahler Michael J.Rlstau Perry M Canni f Richard J.LaClair • bMustrialAdhesiveand Tapes Dmrsioa Robert L_Storeydard • Advanced Materials Division AutborW for Me yeller/WvxWy(s) Scott R.Hanson appaas m federal Sappy Scheates • Venture Tape ConwaVion connam aft: Perry M Can ni f • Cut"and Chronic Care Perry M Cannirt Melanie J Zahler Authority for the below individuals applies to the specific Business Unit or staff furtctlon. • GWW Channel Services • GoverniriM Markets Derrick E Hilfer Karen A Kindem Laurie A Patrick • GoverRmei t Contract Connownce a Office of General Counsel Elizabeth A Grimes Richard N.Kuyalh Karin Stern 013oyle Richard J.Bordas (c)To make Country of Origin certifications,the following attomey(s)-in-fact are hereby appointed: Ofrrce of Genera!Counsel Trade Compliance Department Richard KuyaM Audwroymaybe saD4oftawd in tvrOV: Doug G.Willman For all appointments, authority ceases or may be subsequently modified upon the individual's change in business unit, staff group or responsibilities,or when employment is terminated.Authority may be withdrawn or modified at any time. This Power of Attorney revokes all prior Powers of Attorney with respect to the same matters and shall remain in effect until terminated by the undersigned or any other person authorized to grant powers of attorne�(on behalf of 3M. The undersigned has signed this Power of Attorney on this x'11 day ofJwArtvaW� ,2 13. 3M C p y By Jam S. Ande n Dir ctor,Gove ent Contract Compliance 2 CONTRACT This contract is made and entered into by and between the CITY OF SAN JUAN CAPISTRANO, hereinafter referred to as"CITY' and hereinafter referred to as "CONTRACTOR." IT IS HEREBY AGREED BETWEEN THE PARTIES AS FOLLOWS: FIRST. CONTRACT DOCUMENTS. The contract documents shall be considered to include the Request for Proposals, the Instructions to Proposers, the Proposal, the Non-Collusion Affidavit, the Designation of Sub-Contractors, the Contract which is prepared for execution by the CITY and the CONTRACTOR. Plans, Specifications and Special Provisions, the Standard Specifications for Public Works Construction, 2012 Edition, including all Supplements, Contract Bonds, Resolutions adopted by the CITY pertaining to the work, insurance policies and certificates, and any supplemental written agreements amending or extending the scope of the work originally contemplated that may be required to complete the work in a substantial and acceptable manner. SECOND. THE WORK. CONTRACTOR agrees to furnish all tools, labor, material, equipment, transportation, and supplies necessary to perform and complete in good and workmanlike manner the construction of Citywide Sign Replacement Program, in strict conformity with the Request for Proposal, Specifications and all other contract documents prepared by City of San Juan Capistrano and dated April, 8, 2013 which documents are on file at the Office of the City Clerk, City Hall, 32400 Paseo Adelanto, San Juan Capistrano, California. THIRD. PAYMENT. CITY agrees to pay, and CONTRACTOR agrees to accept, the lump sum adjusted for variations of quantities, at the prices designated in proposal at the time and in the manner set forth in the Specifications. FOURTH. COMMENCEMENT AND COMPLETION OF THE WORK. CONTRACTOR agrees to begin and complete the work within the time specified in the Request for Proposals. It is agreed that it would be impracticable and extremely difficult to fix the actual amount of damages, and loss sustained by CITY, should CONTRACTOR fail to complete the work in the specified time; therefore, CONTRACTOR shall pay CITY, as liquidated damages, not in the nature of a penalty, Five Hundred (500) Dollars per calendar day for each day delayed; provided that extensions of time with waiver of liquidated damages, may be granted as provided in the Specifications. C - 1 FIFTH. PERFORMANCE BOND AND LABOR AND MATERIAL BOND. CONTRACTOR agrees to furnish bonds guaranteeing the performance of this contract and guaranteeing payment of all labor and material used under this contract, as required by the laws of the State of California, on forms approved by the CITY. The Performance Bond shall be for an amount of one hundred (100) percent of the amount of this contract and shall be conditioned on full and complete performance of the contract, guaranteeing the work against faulty workmanship and materials for a period of one (1) year after completion and acceptance. The Labor and Material Bond shall be for an amount of one hundred (100) percent of the amount of this contract and shall be conditioned upon full payment of all Labor and Material entering into or incidental to the work covered by this contract. CONTRACTOR agrees to furnish the bonds on the forms found within the Specifications. The required Performance and Labor and Materials Bonds shall provide that the surety shall pay attorney's fees incurred by CITY in enforcing this agreement. SIXTH. GENERAL PREVAILING RATE OF PER DIEM WAGES. Pursuant to the Labor Code of the State of California, copies of the prevailing rate of per diem wages, as determined by the Director of the State Department of Industrial Relations, are on file in the Office of the City Clerk, 32400 Paseo Adelanto, San Juan Capistrano, California, and are hereby incorporated and made a part hereof. CONTRACTOR agrees that he, or any SUB-CONTRACTOR under him, shall pay not less than the foregoing specified prevailing rates of wages to all workmen employed in the execution of the contract. SEVENTH. INSURANCE. CONTRACTOR shall maintain at all times during this contract liability and property damage insurance naming the CITY and its elected and appointed officials as a named insured, which such policies shall be of an amount not less than Two Million (2,000,000) Dollars combined single limit. Insurance certificates shall be for a minimum period of one (1) year. C - 2 CONTRACTOR shall maintain in full force and effect comprehensive automobile liability coverage, including owned, hired, and non-owned vehicles in the following minimum amounts: $1,000,000 property damage; $1,000,000 injury to one person/any one occurrence/not limited to contractual period; $2,000,000 injury to more than one person/any one occurrence/not limited to contractual period. The insurance policies shall bear an endorsement or shall have an attached rider providing that in the event of expiration of proposed cancellation of such policies for any reason whatsoever, the CITY shall be notified by registered mail, return receipt requested, giving a sufficient time before the date thereof to comply with the applicable law or statute but in no event less than thirty (30) days before expiration or cancellation is effective. CONTRACTOR shall provide to CITY the policy certificate establishing that the required level of insurance has been satisfied. CONTRACTOR shall indemnify, defend and save harmless the CITY, its officers, agents, and employees from and against any and all claims, demands, loss or liability of any kind or nature which CONTRACTOR, its officers, agents and employees may sustain or incur or which may be imposed upon them or any of them for injury to or death of persons, damage to property as a result of, or arising out of, or in any manner connected with the performance of the obligations under this contract. EIGHTH. COMPLIANCE WITH OTHER PROVISIONS OF LAW RELATIVE TO PUBLIC CONTRACTS. CITY is subject to the provisions of the Government Code and the Labor Code of the State of California. It is stipulated and agreed that all provisions of law applicable to public contracts are a part of this contract to the same extent as though set forth herein and shall be complied with by CONTRACTOR. These include, but are not limited to, the stipulation that eight (8) hours labor constitute a legal day's work and CONTRACTOR shall, as a penalty to CITY, forfeit Twenty-five (25) Dollar for each workman employed in the execution of the Contract by CONTRACTOR, or by any SUB-CONTRACTOR, for each calendar day during which such workman is required or permitted to work more than eight (8) hours in violation of the provisions of Article Three, Chapter One, Part Seven, Division 2, of the California Labor Code, except as permitted by law. C - 3 IN WITNESS WHEREOF, this contract is executed by the duly authorized agent(s) of CITY, pursuant to City Council action, and by CONTRACTOR on the date set before the name of each. City of San Juan Capistrano Dated: BY: JOHN TAYLOR, MAYOR BY: CONTRACTOR, LICENSE NO. AND CLASSIFICATION ATTEST: Maria Morris, City Clerk APPROVED AS TO FORM: Hans Van Ligten, City Attorney C - 4 PERFORMANCE BOND KNOW ALL MEN BY THESE PRESENTS: That as Principal, hereinafter called CONTRACTOR, and , as Surety, hereinafter called SURETY, are held and firmly bound unto the CITY OF SAN JUAN CAPISTRANO, as Obligee, hereinafter called CITY, in the amount of Dollars for payment whereof Contractor and Surety bond themselves, their heirs, executors, administrators, successors, and assigns,jointly and severally, fairly by these presents. WHEREAS, Contractor has by written agreement dated , entered into a (describe agreement):_for the construction of: "Citywide Sign Replacement Program " which contract is by reference made a part hereof, NOW THEREFORE, the condition of this obligation is such that, if Principal shall promptly and faithfully perform said agreement, then this obligation shall be null and void; otherwise it shall remain in full force and effect. Surety waives whatever legal right it may have to require that a demand be made first against the principal in the event of default. BE IT FURTHER RESOLVED that: 1. As a part of the obligation secured hereby, and in addition to the face amount specified, there shall be included costs and reasonable expenses and fees, including reasonable attorney's fees, incurred by City in successfully enforcing such obligation, all to be taxed as costs and included in any judgment rendered. PB - 1 2. Said Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration, or modification of the contract documents or of the work to be performed thereunder, shall in any way affect its obligations or this bond, and it does hereby waive notice of any such change, extension of time, alterations, or modifications of the contract documents or of work to be performed thereunder. Executed this day of , 2013, at California. PRINCIPAL APPROVED AS TO FORM (NOTARIZATION AND SEAL) HANS VAN LIGTEN, CITY ATTORNEY SURETY (NOTARIZATION AND SEAL) PB - 2 Premium Included LABOR AND MATERIAL BOND KNOW ALL MEN BY THESE PRESENTS: That WHEREAS, the CITY OF SAN JUAN CAPISTRANO, a municipal corporation of Orange County, California, has awarded to , License No. hereinafter designated as "Principal", a contract for the construction of "CiWyide Sign Replacement Program' ; and WHEREAS, said Principal is required to furnish a bond in connection with the said contract providing that if said Principal, or any of his or its sub-contractors, shall fail to pay for any materials, provisions, provender or other supplies or teams used in, upon, for or about the performance of the work contracted to be done, or for any work or labor done thereon of any kind, the surety or this bond will pay the same. NOW, THEREFORE,we , Principal, and , as surety, are Held firmly bound unto the City of San Juan Capistrano, a municipal corporation, in the penal sum of DOLLARS ($ ), lawful money of the United States of America, for payment of which sum well and truly to be made we bind ourselves, our heirs, executors, administrators and successors,jointly and severally, firmly by these presents. THE CONDITION OF THIS OBLIGATION is such that, if said Principal, his or its heirs, executors, administrators, successors or assigns, or sub-contractors, shall fail to pay for any materials, provisions, provender, or teams, or other supplies or equipment used in, upon, for or about the performance of the work contracted to be done, or for any work or labor done thereon of any kind, or for amounts due under the Unemployment Insurance Act with respect to such work or labor as required by the provisions of Title 1, Division 5, Chapter 3 of the Government Code of California as amended, that the surety will pay for the same in an amount not exceeding the sum specified in this bond and also in case suit is brought upon the bond, a reasonable attorney's fee to be fixed by the court. This bond shall inure to the benefit of an and all persons, companies and corporations entitled to file claims under said act, so as to give a right of action to them or their assigns in any suite brought upon this bond. FURTHER, the said surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration or modification of the contract documents or of the work to be performed thereunder shall in any way affect its obligation on this bond and it does hereby waive notice of any such change, extension of time, alteration or modification of the contract documents or of work to be performed thereunder. LM - 1 As a part of the obligation secured thereby, and in addition to the face amount specified therefore, there shall be included costs and reasonable expenses and fees, including reasonable attorney's fees, incurred by City in successfully enforcing such obligation, all to be taxed as costs and included in any judgment rendered. IN WITNESS WHEREOF three (3) identical counterparts of this instrument, each of which shall for all purposes be deemed an original thereof, have been duly executed by the Principal and surety herein named on the day of , 2013. The name and corporate seal of each corporate party being hereto affixed and these presents duly signed by its undersigned representatives pursuant to authority of its governing body. PRINCIPAL By SURETY By APPROVED AS TO FORM CITY ATTORNEY LM - 2 fi I. ATTACHMENT 1.7: PROJECT TEAM A. PROJECT MANAGEMENT AND KEY STAFF L 3M PROJECT TEAM The 3M Roadway Maintenance Services team for this project will consist of: Project Manager (Michael Farmer): Mike will be the central point of contact with the City and he will orchestrate the efforts of the entire 3M team to complete the project on time and within budget while delivering the 3M Brand Promise. His responsibility spans all technical, functional, administrative,and financial aspects of the project. Mike has years of experience managing traffic and roadway related projects for clients in the public sector. His experience includes several sign management system implementations, multiple sign replacements projects,and pavement marking installation projects. GIS Specialist (Jeff Coate): Jeff will provide advanced GIS analysis of the sign inventory data to Mike which will be a key input for the sequencing of work in an efficient,systematic manner. Jeff has experience and knowledge to apply GIS functions to the City's data that extend beyond the current capacity of the 3M Sign Management System. Jeff is the cornerstone of our in-house GIS functions Sign Data Analyst (Jim Bigelow): Jim will process the sign production data, revival and installation data generated by our bar coding inventory and quality control process. He will reconcile the series of Excel files that trace signs from scheduled fabrication to eventual installation in the proper location in San Juan Capistrano. Jim is the senior member of our Data Production group and was a member of the team that populated the City's current sign inventory database. He had deep experience with all varieties of traffic signs, the MUTCD(CA) coding and the 3M Sign Management System database. Field Superintendent (David Young): Dave is a six year veteran of working as a Field Superintendent for 3M Roadway Maintenance Services. His primary role is collecting the installed sign and support data with the 3M FAST tool to update the City's inventory. He will also be a part of our inventory and quality control process by scanning all received signs barcodes. Because he is in the field with the installation subcontractor he is a vital communications link to Mike Farmer. David had experience in collecting subcontractor work data and quality control functions in various 3M signing and pavement marking projects. They are assisted by our Administrative Support Team that provides legal, accounting, project coordination and operational management of the Roadway Maintenance Services group. 3M Roadway Maintenance Services 3M Center, Bldg. 235-3A-09,St. Paul, MN 55144-1000 1 2. SUBCONTRACTORS Sign and Post Installation (Statewide Safety and Signs): Statewide recently completed a project working as a subcontractor to 3M where we replaced all street name signs in the City of Glendale, California. This was our first project working with this company and they have proven themselves to be efficient,high quality installers with admirable attention to safety. 3. SIGN FABRICATORS Sign Panels (Zumar Industries): Zumar Industries served as our fabricated sign panel and hardware supplier for the Glendale project. Zumar is well known to us and we have worked with them on several other RMS projects. Sign Panels (Safeway Sign): Safeway Sign has a long standing relationship with 3M as a quality sign manufacturer. They have a facility located in southern California and they are well equipped to supply signs on the project. 4. ROADWAY MAIVTENANCE SERVICES (RMS) In 2003, 3M's Traffic Safety and Security Division staff conducted in-depth interviews with hundreds of state and local transportation officials to understand the difficulties they faced every day and to tailor solutions to meet their needs. We heard a resounding appeal for new highway infrastructure management methods to make transportation dollars more effective in meeting the needs of motorists. We responded to that call by forming 3M Roadway Maintenance Services (RMS). The charter for RMS was to combine extensive pools of knowledge inside and outside of 3M into a single service offering that would raise the bar on effective installation and management of pavement markings and traffic signs.The staff for this unit was hand-picked to include experts in construction,engineering,project management,signing technology,performance modeling, geographic information systems,and logistics. It is this very blend of skills that is required to meet the objectives of our important customers. Since 2005 this team has been both developing and deploying our project and construction management methods and tools. Each engagement with an agency or road authority has led us to further enhance our service offering. In the specific field of traffic and guide signs, no other enterprise has engaged in the kind of comprehensive management and planned performance upgrades expected by our customers. 3M RMS operates from the 3M Corporate Headquarters in St. Paul, MN Included in this Attachment are the Resumes of our key team members. 3M Roadway Maintenance Services 3M Center, Bldg. 235-3A-09,St. Paul, MN 55144-1000 2 B. RESUMES AND QUALIFICATIONS OF KEY PERSONNEL: 3M RESUME: MICHAEL A. FARMER PROPOSED ROLE: PROJECT MANAGER i { Education, Training, and Bachelor of Science - Civil Engineering, University of Minnesota Credentials: Relevant Experience j— I• Project Manager responsible for managing and directing all 3M Company: aspects of the construction process for assigned pavement 3 Roadway ; marking and signing projects, with full accountability for s Maintenance budget, schedule, quality, safety and client satisfaction. Services Group, ie Prepare project plan and communicate with customer, ATrak Safety subcontractors and suppliers. j F Services Division i. Project portfolio includes asset management and inventory, il Project Manager- Imulti-year performance pavement marking maintenance 2010 to Present ! contracts, statewide intersections pavement marking and signing safety upgrades, among others. • Operations Manager, 2007-2010 Other; • Design/Build Commercial Construction Project Manager 1994-2007 Project Related South Carolina 3 year contract to replace pavement markings and install new Statewide traffic signs at 2,000 intersections statewide to increase safety Intersection . Oversaw and managed implementation of 45 work orders for Pavement 2,000 intersections and installation of over 20,000 new signs Marking and Signing Safety • Set up web-based database to keep track of assets,inventory, Improvement. and maintenance. !• Full sign management system, including inventory City of Bellflower, development and data collection, sign image capture, daytime CA - Sicondition assessment, and nighttime reflectivity assessment Sign for each sign included in project scope Management i I' System ;• Deliver to customer a web-based database and FAST tools for I! i field use i l• Project scope included 100 centerline miles and S700 signs j • 5-year contract, performance based pavement marking Florida DOT maintenance and reporting on various state routes in Sumter !j District 5 Sumter County,92 miles of roadway County Pavement • Manage and maintain the long line and transverse pavement Marking and markings to required performance levels !I 1 Maintenance • Annual condition assessment, repairs as needed, and certification reporting to FDOT 3M Roadway Maintenance Services 3M Center, Bldg. 235-3A-09,St. Paul, MN 55144-1000 3 j F RESUME: MICHAEL A. FARMER • S-year contract, performance based pavement marking maintenance and reporting on various state routes in Brevard j Florida DOT County, 100 miles of roadway District S Brevard • Manage and maintain the long line and transverse pavement County markings to required performance levels j• Annual condition assessment, repairs as needed, and certification reporting to FDOT • 7-year contract, performance based pavement marking maintenance • Responsible for maintaining all pavement markings within the City of Fargo, ND city limits to required performance levels 7-year contract; • Develop initial inventory of pavement markings,and make t Maintenance of repairs as necessary City Streets • On an annual basis ...Conduct condition assessment, make repairs as necessary • Web-based pavement marking inventory&asset management stem • 16 State Routes and US Hwy 13 in Somerset County, approx. 200 miles of roadway Inventory traffic signs and pavement Maryland markings Somerset County - • Manage and maintain the traffic signs and pavement markings 7-year contract to required performance levels, reporting to MD SHA E Pavement • On an annual basis .... Inventory pavement markings, conduct Marking and Sign condition assessment, and make repairs as necessary 2. Maintenance and . On an monthly basis .... Inventory traffic signs, conduct Replacement condition assessment, and make repairs as necessary. • On an annual basis .... Conduct nighttime reflectivity assessment of traffic signs, replace deficient signs 3M Roadway Maintenance Services 3M Center, Bldg. 235-3A-09,St. Paul, MN 55144-1000 4 3M RESUME: JEFFREY C. COATE l � ii PROPOSED ROLE. Data Generation Supervisor and GIS Specialist Recent Relevant Experience f Jeff is responsible for development and implementation of Geographic Information Systems (GIS), database applications and a field collection tools. Responsibilities include asset inventory .j data structuring and management and data quality assurance. 20 Company; i! Jeff is an expert user of ESRI's GIS software and industry leading 11 2005-Present database management systems. He has delivered a wide range of (i GIS services including spatial data management,web-mapping application development and asset inventory management systems. i. • B.A., The Colorado College • Master of Geographic Information Science (MGIS) University Education, of Minnesota Training, and Credentials: • Licenses & Certifications: Microsoft Certified Professional. Six Sigma Greenbelt Certification, • Professional Affiliation: Minnesota GIS/LIS Jeffs responsibilities,on all of the following projects,involved Project Related. Data Processing Team Management,SMS Implementation and Administration and Technical support Jeff has worked on all of a SMS projects since the inception of the RMS Service team. Client Description Dates Washington, D.0 Evacuation Sign Inventory and Management System Current q Routes N Glendale, CA Sign Inventory, Management System, and Street 2010- Sign Upgrade Present Parkersburg, VA Sign Inventory and Management System 2013 I I Coolidge,AZ Sign Inventory and Management System 2013 Decatur, GA Sign Inventory and Management System 2012 Jersey City, NJ Sign Inventory and Management System 2012 LE St Lucie County, FL Sign Inventory and Management System 2012 I! Algonquin Township Sign Inventory and Management System 2011 Huntsville, TX Sign Inventory and Management System 2011 South Gate, CA Sign Inventory and Management System. 2010 Shasta County, CA Sign Inventory and Management System 2011 3M Roadway Maintenance Services 3M Center, Bldg. 235-3A-09,St. Paul, MN 55144-1000 5 EMIL'.. 13M RESUME: DAVID YOUNG J j PROPOSED ROLE: FIELD SUPERVISOR • Columbia College - Bachelor of Science in Business { Education, 1 q i Management Training, and 1 • University of Pennsylvania - Bachelor of Science in Mechanical Credentials: Engineering Relevant E xperience Field Supervisor • Collaborate with engineers, contractors, inspectors to t implement either roadway pavement markings or regulatory signage. • Prepare schedules, coordinate and supervise field operations, 3M Company: perform on-site inspections of projects to ensure quality Roadway, i control. t Maintenance • Update and maintain progress schedules and complete punch ilServices Group, list items, site cleanup, and coordinate inspections for final 2008-Present ! acceptance. 3 Project Manager- 2010 • Comprehensive management responsibility for performance managed pavement markings contract in Manhattan, KS, include scope refinement, materials and resource planning, and quality reporting. Process Engineer,Product Engineer,Supervisor • Process Engineering for multiple processes for Tab Automated 3M Company Bonding(TAB) circuit manufacturing 1979-2007 • Product Engineer for Ink]et Printer Circuits and multi-layer circuits for cell phones for multi-million dollar clients such as Hewlett Packard, Lexmark International and Motorola. • Supervisor for both hourly and salaried personnel Project Related Missouri DOT PM Supervised RMS Pavement Marking striping and Maintenance 2007-2009 maintenance �H ! Supervised RMS Pavement Marking striping and Alaska Glen Hwy -2012 maintenance Alabama Statewide Pavement Supervised RMS Pavement Marking striping and �I ! Markin -2009 maintenance J Manhattan, Kansas { Project Manager for Pavement marking striping and 2012-2013 I maintenance Idaho Statewide and District Supervised RMS Pavement Marking striping and PM-2011 maintenance Utah DOT- 2011 Supervised RMS Pavement Marking striping and maintenance 3M Roadway Maintenance Services 3M Center, Bldg. 235-3A-09,St. Paul, MN 55144-1000 6 3M RESUME: JIM BIGELOW PROPOSED ROLE: Sign Data Analyst Education, Training, and Bachelor of Science, Geography Credentials: Relevant Experience Jim is responsible for the use and implementation of Geographic Information Systems (GIS), database applications and field collection tools. Responsibilities include asset inventory data structuring and management and data quality assurance. Fie is an expert user of ESRI's GIS software and industry leading database management systems. He has delivered a wide range of GIS services including spatial data management and asset inventory 3M Company: management systems. Roadway 3 years of application development and GIS consulting experience Maintenance such as: Services Group, . Collecting, processing and assessing over 130,000 roadway 2009-Present assets throughout the United States • Trained and Experienced Practitioner of the Comparison Panel Nighttime Visual Inspection Method F • Roadway data collection in all types of areas, Ranging from Interstate to residential • Using hand held devices to collect modify and assess quality of spatial data. Jim is an expert user of MS Access,ArcGIS Project Related t CLIENT DESCRIPTION DATE 4 City of Glendale Sign Inventory, Management System, and Street present CA Sign Upgrade San Juan Sign Inventory and Management System Mar 2012 Capistrano, CA Shasta County, CA Sign Inventory and Management System Nov 2011 South Gate CA Sign Inventory and Management System Oct 2010 Allhambr•a, Ca Sign Inventory and Management System May 2012 Huntsville, TX Sign Inventory and Management System Jan 2011 St. Lucie, Fl Sign Inventory and Management System Mar 2012 Algonquin Sign Inventory and Management System Sept 2011 Township,IL Urbana, IL sign Inventory and Management System Aug 2011 3M Roadway Maintenance Services 3M Center, Bldg. 235-3A-09,St. Paul, MN 55144-1000 II. ATTACHMENT 1.8 PROJECT ORGANIZATION 5 Oz-anization chart sp-�cificl to this Project sholvincr the ora�inizatlon stri.icture, lines of iuthoritv, ic- -n a -els n - V -)n5h i p 9 each c h ftl T1 Ct Or. S h 0 WTI els of decision i ,kino, ie f accountabilit. and the relatiL t f-unctions in the oroa.nization, A. 3M PROJECT ORGANIZA'1710% CHART SAN JUAN CAPISTRANO CITYWIDE SIGN REPLACEMENT PROGRAM 3M ORGANIZATION CHART San Juan CapistranorMike Farmer Operations Support—Collaboration Legal Financial Technical Project Manager Project Manager Administrative Sign Supplier Jim Bigelow Zumar Sign Data Analyst Sign Supplier Safeway Jeff Coate GIS Specialist City David Young n 3 a I i'a ti Collaboration Field Data rSubcoznt,ac-o1,,, Inspector S Supervisor 3M Roadway Maintenance Services 3M Center, Bldg. 235-3A-09,St. Paul, MN 55144-1000 8 IfM 3M Roadway Maintenance Services 3M Center, Bldg. 235-3A-09,St. Paul, MN 55144-1000 3M 9 ,�„S,,naD3... Work Breakdown Structure Value of Work Packages Q� m. 3 Yinb SIDSssA NaNwert DaMIg4W4m DW SUDWrtIn YlYlbn $n M1mle he 540,19L93 L_—. Y � ✓Iia1MWtlYY l �Y� .J ll 1 L"I' SUY1111 I_ SprVe.11a J . vx 3169)x. _ 5 _Im SIn9�0.n Is ,ay-11I sl�erzae �u 1 LE a 111w'I Ga 1 414Ym in W1 ion _ Ss..m�nn o. szs a e Szl,m • Sx;am _ uwid Sae59tll C." ,SAN IU4A [4VISTMNO. C4 CITY WIDE SIGN PE VIACEMENT YRU60.4M Propgser'S proposed Organization Breakdown 5tructnu'e far the Pn3iect showing respnnsibilitles and resources required rg perform [he YVDrk defined in [he YVark Breakdown Structure. B. 3m ORGANIZATION BREAKDOWN STRUCTURE 3M ORGANIZATION BREAKDOWN STRUCTURE Instill by Zone Fabrimte Signs Design by Lor Instill en Csisting with New Pmt Updeti In entry Wills FAST led IEGDD FebriOte CusbNn RED 3MCObWMn Si4.. CityWele Sign Reglan.. .. Design Custom Sgns I � BU(A (Iry Of rAVlSfppryO I Fabrimte MWCD Sim... May 9.2013 Page 1 3M Roadway Maintenance Services 3M Center, Bldg.235-3A.09,St. Paul,MN 55144-1000 A� 10 II C. SYSTEM FOR PREPARING SCHEDULES AND REPORTING PROGRESS 3M RMS utilizes various software tools and methods to plan, schedule and sequence project activities, track progress, and report status. Two programs that we often use to communicate schedules and project plans are Microsoft Project and Microsoft Visio. At the beginning of each project we create a high level milestone schedule showing dates for critical activities that are required to achieve the overall completion date for the project. After soliciting input from the key project stake holders we develop a detailed line by line schedule of activities showing the logical relationships between each of the activities. A critical path is established by identifying the activity sequence that most directly impacts the final completion date for the project. Schedules are fluid so as the project progresses the schedule is updated and circulated to project team members on a regular basis, showing the completion status of each activity (i.e. 0%, 50%, 100%), re-sequencing and/or adding activities if required, etc. The overall project completion date is always at the front and center of decisions that are made throughout the project regarding work crews and equipment resource allocations, re-sequencing of activities, and similar coordination activities to maintain the project deadline. 1. SAMPLES OF SCHEDULING TOOLS USED IN SOUTH CAROLINA: The samples below were tools used in South Carolina to monitor and schedule over 2200 intersections for both Sign Replacement and Pavement Markings. Several different Microsoft programs were used to provide information and control the schedule, including Microsoft Project, Visio, and Excel. Exceptional program management was required due to the following factors embodied in this contract: 1.The project extended over a 3-year period with 45 separate work orders. 2.The work was widely distributed geographically,incorporating all seven DOT districts and all counties. 3. The prescribed treatments for each intersection required on-site review and modification to account for field conditions prior to installation. 4. 3M Company was responsible for the initial field review and orchestrating other due diligence reviews. 5. Each DOT District traffic engineering staff had to be integrated into the review process 6.Authority for final work plan approval was vested in the DOT Central Traffic Safety Office. 7.A comprehensive as-built data set was required for all safety upgrade elements for proper analysis of the treatments' effectiveness on reducing crashes. 8. Detailed traffic sign installation data was required to populate the DOT's sign maintenance management database. 9. Fully reconciled accounting of all work completed into 48 separate pay items to assure cost control for the benefit of the DOT Construction Office and FHWA Auditors. 3M Roadway Maintenance Services 3M Center, Bldg. 235-3A-09,St. Paul, MN 55144-1000 11 tI fV OF SAfr IL.\h tJPIJNgryq [t tITV v4'IDF 5.uh PEPIM EM1IEP.i PRVGRghI Master Schedule for Sign and Pavement Marking Replacement(Microsoft Project) If omno•.a,...a..a o-»... N...a...a.ae - m 1. .e •m. astir w.y . w..-.ar w x_ ._�m.:.s-s�= w .ahrr a»smr .�m.•rr a.a m I +n f. _.-n✓avm.R�raaiavamv rim pr wr.ma.r na r.>vi� • rosy 4 v Tr iv�.yLWiMv.ry+.. r �.�q+frr Nf ®rWpA4 a r.raeww m ' _ re r ra .i.ayema fIr ................... r. • nyva.�»a ea..arara District Work Schedule:(Visio) 41.0a&1903M Sudnnhapal NsloOnMn Schetlrr4-Mey.Jure.JuN.eaM Augrrs120t2 WPDW2012 IraIDa W rrsa �cu» ,» — I� W W W W fe' I 1 I n+ y�e av-n m�>9a rm-ww - srs •v: ".. nu•Eavra�e - r.»rn..rr u.,a� • ua.P..cs.u� o.wn w.us roan+`s ne wi w-. wsu.. Iseen�l ns am em( a..\ +, ar, u v ya Mar49 K+r� caa..c+ �al�l av +ns +m as am vn vmm�.n suns wus+Aa'c sro ws«. uccR.r N+a.l ns ne en +m +m hrsaasww. ® harasraon brele+w.a 3M Roadway Maintenance Services 3M Center,Bldg.235-3A-09,St.Paul,MN 551441000 A� 12 I'll 1�11�� I-����11 11.11.11, 1.A C.��1 to 1.1.,RE Project Status Table(Excel) KWT NOR oft�P. SCWT NO SW EO.". P.. D�11 MaRPRU,P. R.Ed S� R� �%o F. PH wtwl PH 5 Z& 1. 31 1 13 1. c� .�OR. cofflo�le C�Pief �Mpl- 2 .3 1. �.Pko C-0— 01112R2 07W2 PNHW 43 ZOMIE) 1.01.� Q 3 3T Y" C—rov VIM2 V.1nowIn tPPVRH� PHRRER, PEERH 41 3 Y. .01"u) (.07own, I�Vrn "W12 ("0.2021 U., .5 1. M2`C? 1.211, OUPWIRInzi nPr Zoo YEE RU-0 1. 0HOUnWIZ SRX M12 I.- `� c? HZxo8KX1R2J .11 oH M11 AR21 J�.�121 1. .12 wwP XQ� ZRo 31 .1 EE 45 .12 ProposeCs proposed plan to integrate Subcontractor activities turn its Project scheduling alod reporting system. D. INTEGRATION OFS118CONTRACTOR ACTIVITIES One of the keys to successful project execution is Subcontractor input and participation in developing the sequencing and duration of activities, especially as related to production rates, crew sizes, number of crews, etc. that will be required to achieve project milestones and completion dates. By soliciting subcontractor and supplier input on sequencing and durations, they become"partial stakeholders"ofthe schedule and are invested in maintaining the deadlines that were established at the beginning of the project The 3M Project Manager and 3M Field Superintendent maintain close communication with all subcontractors and suppliers communicating status updates,completion progress,any changes in schedule and/or sequencing, so that everyone is on the same page and always knows exactly what is expected of them and when any particular component of the project needs to be delivered. The project schedule is updating and distributed on a regular basis representing "current state" of the project at any point in time. "Two Week" look ahead schedules are useful for subcontractors and suppliers to see what is expected of them in the short term and allow them to focus on meeting those deadlines. X 'h."�'Pllnn 0 1,', the P; pp, h,-d,,ho4 "I a, u"I �Jh,or,, h�,,- " , ,, ,, ,, '11":1111 1, .rd I..... It, V, po�o� cut.", th�,e "h"', 1,1'�, ,Ooonz,altol 3M Roadway maintenance Services -1000 13 3M Center,Bldg.235-3A-09,St Paul, MN 55144 E. SCHEDULE RECOVERY OBJECTIVES WITH SUBCONTRACTORS 3M Roadway Maintenance Services has successfully completed all of our sign replacement projects according to their contractual timelines. Our exceptional project management processes and staff are the primary reason for this. Selecting only reliable subcontractors is another essential factor. For this project the most labor intensive and time consuming element is the post and panel installation. We have selected Statewide Traffic Safety and Signs because of their demonstrated capability working for us on our Glendale, California sign replacement project. Because we maintain relationships with many subcontractors,we have ready alternatives. In the unlikely event a subcontractor does not,or cannot,attend to the project timeline,we will allocate that work to another contractor. As the prime contractor, 3M will have full responsibility for project execution and delivery on time. 3M Roadway Maintenance Services 3M Center, Bldg. 235-3A-09,St. Paul, MN 55144-1000 14 U i,.tlr DF �• .A XE VI n�_.R,-, +�4C , eni III. ATTACHMENT 1.9: INVENTORY AND SIGN REPLACEMENT SERVICES the prrr__ • -Ib-e/ nn,-r , n il. x ;pui ,�/ rhr : rd pian ji � nJ,uu� r - i ._„(.yr � . realm:•,ni.'n: A. INVENTORY AND SIGN REPLACEMENT SERVICES Orchestrating the production of traffic signs in a sequence that supports the field activities of installing sign panels is a central responsibility of the Project Manager. We have assigned Mike Farmer as the Project Manager with his demonstrated skills and processes exhibited by recently completing an extensive sign replacement program for the South Carolina DOT. At this time we expect that sign fabrication work will necessarily be phased. The first phase will be standard MUTCD signs, the second phase will be the City's special signs and lastly will be street name signs. This phasing is derived from the differing amount of design work required prior to beginning the fabrication process. The street name signs,because they include city block numbering, nearly each individual sign is completely unique. From our street name sign replacement experience on the Glendale, California and other projects we know that very often simply replacing exactly the sign in place would often repeat past errors. The effort to get street names and block number exactly right is a process requiring extensive collaboration with the City. However, our GIS technicians working with City data can use advanced GIS geocoding functions to readily establish the most likely name and block number combinations for each individual street name sign. We have an effective on-line process for assigned City staff to review and approve or reject our proposed legend text and layout for each street name and other City special signs. Field work will be structured to progress through each of the Maintenance Zones sequentially. We also plan to have one crew for replacing sign panels on existing supports while another, larger crew with more equipment, tackles the support removal and replacement These crews will work out of phase with each other. The crew working support replacement must be in possession of signs that come from all three phases (standard MUTCD, City specialty, & street name signs)of sign fabrication, Staging of the inventories of sign panels and supports will be at the 3M offices in Costa Mesa. Please see the map included as part of this attachment for the locations of the key participants in the project We will have a full time Field Data Supervisor, David Young, assigned to the project He will be responsible for receiving inventory and dispatching it to the installers according to the work plan prepared by the Project Manager. David has served as a field superintendent for 3M Roadway Maintenance services in projects all across the country. He has strong organizational and technical skills required due to his years as a process engineer for 3M's Columbia, MO plant and his degree in Mechanical Engineering. His resume is included in Attachment 1.7 3M Roadway Maintenance Services 3M Center,Bldg.235-3A-09,St.Paul, MN 55144-1000 A� 15 We plan to use a sign bar coding system as a means to both manage inventory and enable a quality control measure for data added to the City's database. The Sign Management System currently utilized by the City is fully enabled for sign barcodes. As incidental to this project, the City will have all of its signs bar coded, because all signs will essentially be new signs placed as part of this project and for completeness we plan to add barcodes to the very limited number of signs excluded from scope. By adding bar codes to signs as they are fabricated and scanning the bar code of the sign when it is installed we directly confirm that all signs made according to the Project Managers plan are in fact installed and that the right sign is in the right place. A detailed process map for this is given included in this attachment. 3M Roadway Maintenance Services 3M Center, Bldg. 235-3A-09,St. Paul, MN 55144-1000 3M 16 CIl'Y Clf SAN IV AN CAPISTRAN O. [A �� CITV [lE SICaN RE PI A(FMFhT PR06RAN1 1. INVENTORY PROCI[SS MILESTONES-PRO16C'IPIAN 10 aW Nenw D+eYm 9/1 iYM _ WY .Mite id, IdaI ISer.. MWn INwaIINI QKenNY !Amer, .FeWgY I IIMn JYn CaptYalo YYaga xlNMJa 1]IaaK Yn"n] Tw man. } praConYrualm 11 nays Mnayan3 ]win"3r�Y Pwwa Ona, Ym Brzan3 Mm r, Cwgay Fjeybl 11b, ..13 lYn M13 5 Nattaiorr e"y OG, M>t)/MI) 1YM]/Y1] •jlr B HSCmm[Lm MNnO IdaY iva in6tl] TYe I/1Bq T11 Ya1Jnn[aZm+fi Yneys Wg1H]H] MBTS'I) Y�1 B paelpn Wn. IS nays WM)H]ll] Tw YN] 1O Ov+lv 9yl&W IIY Snays Wall71 ] iw lRYl 11 9.ry pwO RevwvlappoNaDDye+p�sd nmN+Maraw 106, Wan]RVI] lu=b \] RaEn[ala&Ynv 25 da, and 114n3 Ne YOH3 ii G=do-Sanded MUTCO Spits IFeYNal nnCPI 13 da, W.mui] Tw ML13 fa GagYYe any.Ngne 9T56Nm YanYxE adnt IS days WPI N)n] Tw NS)/1] - 15J ImIN1IMw81pn+6PoW IO nays Wan nay] Na Y1A) ifi Cu.1 l0Ya nes vpnsmeele0np pod+ 10 days W.ni/O TYe..... 11 Oa.2-mtlaneaY ed..d.. SdaK Wad.1Tw911On3 caJv. Na aaYGc Baan mudynn ran Y2M) �Y 1B =TeN.pala[sanmN...s.,.n—a,daJ l.d.ys 1..1'3 W03n1n13 rel A- OM1Oc NY...O.I. .days Fn 49113 Tlw nl¢'n `I� lI y} W.Cmglav I.W. pn MYwpnuM WW+de 10da, Ym.3 Fn V•l1 a 33 YYJY1n[a ZYneS liana xYNlla+l++Vwrcaa+Zww 81 UJaye WM]Ran] HIWMI �1 N caddI WM IS nay+ Ws:I 1.1M ] r1 21 Fay.]Ipm 15 neye WWHNlt3 Tw Wy3O� ]0 Int1YI Yaw WpnsBPoYa tS Gye WM YH111] IDa1W1y) y� 33 Caplua nad 0a.a60/JOC Il nays nlYpynl] Pn 1.y ^Y 31 m li YNJnnu Z,nn, ma xMNOoleaywnn nZow B1 fin nays Wan IM10 Tu+1nRj oy.,Way 15W, Wan]/31H3 N.n2W1r�1 42 faSslval.npn 30 nays Wan Nn] TWn1]y3 1�4 45 In-'Xew npnv aPotl+ ti days WasBRSH) ThYl dt7y3 11wa� sa C+p.......1.... 1.days na.'arYl] ..'Ways r1 52 51 I MYJnnn Zona] I+m.xOMb+lspwsl[.e.3own pita'+ Wadnl113 ThU suM -51 bYpnead 15 nrys Wan NN TwycI ^V W Ranula Spm ]yda. WanTaLuall, Tw BRNa �1 W a Calan.fieri navow. Zl days ..Ilam, nd lv.3 t slaaaasv ® CWue FlNn peWBWOC Laney+ Ydn lOQtn) ThY tIHy] �Y B I i Rgaa I,eaii JwNqu nmealy TeY RWva Smmry EtlNnYTOYi -"" Deemne Ow-Mm 59113 daey ........ Mbw(n. • 149.[IMblme . PeWI 3M Roadway Maintenance Services 3M Center,Bldg.235-3A-09,St.Paul,MN 55144-1000 17 CITY VF SAN Il1AN <AFISTRANc , CA .- CITY 'r c SIGN REPLAC E NIENT PRI tIRAll _IFl SJ NeiIL- -.. _ _ —__. ..- .___—_ �aIGT __9191J— _FImN Ms[_ Juu iJul_PX�u9 eniMr�Qel¢eL _Gtt mCaJenuary_ 6B YYMnalta Zona] jsame stlrllleslsegwuvas ZowM Bi M]s WWM4M3 111u -W I OaGpn WUX 15.w WWM4113 TU YYI]I �V 12 F&L ..W" aO Wyc WM6Mn] Tue1MM31 T®� Int111 X..W.- PaLt 39 yys WM 15F�X1 M. vv M Capue..(d tlalad WQc n3 ys W.IIM3 TIv 1315!1] a--^r 9] 03 YNpenaiu Eawt Inane stlNlleil5egwueas Zan fil 115O " W" MM Tua ll3Ma N peXM�Wak 55 Eery wwiro II] ublimml ]] Fanaa815ni 55 ft" edlIMtl nelmMm - 93 Ins Xew81pns&PDXa 43Erys WeE11R5M3 T4u 1'M4l 93 Capue FlXJ Sala 60NtlC ]S Esys WaE tUd11] Tuv l/ttll< , 98 LmYosdilEtl pme xllNtla[InWanta atZma 61 110N' WW�3 9a12Mdl 59 Seslpn WwX 15 d.' WeEilJB TuaMW3j 103 ' faEXtale Wpw 22.1 p Wp15/J5tl] TUe112M] Yom'] iM ImWIXew Mpla6PoYa 35Eryt Po4ROX] Tu.IMal . J IW Cap..FlYE W1a60NOC 7.,] Ymt(!Md Na1Re'Id C*V 112 113 � Pwptl CloarCul 'Ow _ WN WW NeY Ill _ a� Ptgeq t9c ii NJe9ue 5ttlePde TasY Rtynif Summary ��� FNvnY Tett DenBne W1e Mm IV 13 gpp .........u,,.,,... MIOXme O Rg.d Urn—, • Ealana Mlegme .� Nps] 3M Roadway Maintenance Services 3M Center,Bldg.235-3A-09,St.Paul,MN 55144-1000 18 uDE n rcu Rl an NIENI ream. NI lI lY Y:IGE 51 tit. REPIAI EM1IEAI RRO•i R.lryl 2. CI'ry OF SAN JOANCAPISTRANO MAP AND PARTICIPANT LOCATIONS } fi i i'. 3M Roadway Maintenance Services 3M Center,Bldg.235-3A-09,St.Paul,MN 55144-1000 19 CITE OF SAA Nin CAPISTRANO. CA CITY'.V ICE SI6A REPLACEMENT PR(11, ANT tFabricator Zumar Industnes Vr lonnl Sante Fe Sprig Rd ''p1e OO Santa Fe Sprigs, CA - tInstaller Slatewde Traffic Safety (1 4 x Garden Grove Blvdlkc" Carden Grove, CA I,�� ';�• YfJ fField Data Supervisor 3MClfice ydr x 3961 Redd Wu A e j �` ' -A Costa Mesa,CA Fabricator =a9n, cu.vae f.- ♦ M -. SJnRanch $an a • \oa nryeles sen c:.uel .. v•• C4rompff Cucamonga Faa♦n♦ RI°a° Bam m vies Los Angeles M Part El lfonle C. P. Omm�om °bvnr@°A C°eO11 Ift Mpa♦eeb wan.: C1ro F-OYe x.pi brace Soule Los Angeles Paco R,V Rey cr.no eyF R.awr„ „ Mn Lama eg m Eau.♦r RrvenMe f°`. . tymvoCO �Warey LJ Naga &ea-Dugs 5;.b 0,rY Npry ® CernPlon © NarCVN4 ♦ • - V srn Wra«u u`:•u twos Lem - . ,,• Fraanm s.�a. Corona weaeeau lekew04 •w+arn C+o�n • ^Ce ami moi, Ananelm "•° flGeeeo wig. '. CYMB95 Long BeacInx Vn N«I Sp Q r.alix•, %O arge h - ::NMarcnenslm bs sur:eac sex S.. Santa Ana s..«.eo Runtmglon - Bean Inure Arirc�n ♦ n.wco Lus meg•-,n Lake Foreal Costa Mese _ low k4auon eab ce 3M Roadway Maintenance Services 3M Center,Bldg.235-3A-09,St.Paul, MN 55144-1000 20 CITY OF SAN JUAN CAPISTRANO, CA I oilS CITY Wit IGN REPLACEMENT PROGRAM — A i{ B. INVENTORY CONTROL PROCESS Sign Inventory Management Process—San Juan Capistrano Sign Replacement Project N Pl V FaMde AtacM1 MUBaarAn SMp olpu LL Saa Rsmtlea [ekanveO t 1[wka 3M SKalfiu 00 i75 Creo Geale S'F 1,¢YRaun OW1q O,nR1 ImmpCgafpl G BWM Lb[ wart PCn Rppw aM pWrta O F«synw rNGPS .o m��0 Dsn{entla 6 Oam PrepwA Fartxt Daalrom q " Bq[pae ��� Sip,MrmtSYIDn O � MUYCD Brmba Preprea�pJrtl c C Sa mCtaatim iA 4 %AM ro9gn RacmtlY Fie Exulfln BuIM LI¢ AxOa BYrcM1 a� O Re[M:e Recmdk InaYORbn VM% pre 'S SgnaaM 0 m ba waM1 PASTtmI Cn^Bgrte v v Sm Syn BulE YrW7 Mpn[ 2 y � Bamha ru FaalfY Nw Pblp SYmm Wc45Ne c E O I4*ups" q �, Pn MbfY I.91 CO Orbf Spu � smmula 3M Roadway Maintenance Services 3M Center,Bldg.235-3A-09,St.Paul,MN 55144-1000 21 CAPtI CITE OF 54h IU.1h NIE%T PRO R C I UTY YA DE SI V., PfFW CEMEM1i pR(IriRdNl IV. ATTACHMENT 1.10: INVENTORY AND DATABASE SERVICES , r ! Ntr "III rni 10 ,I ifrv. I NN1u1 , r"nr ; im' 11 v Illr: 1 '.. f A. INVENTORY AND DATABASE SERVICES Our operating plan includes updating the City's sign inventory on a daily basis using a FAST tool. We are assuming the City will permit 3M to hold a mobile cache of the City's inventory database on the FAST tool to be used by our Field Data Supervisor,David Young,for capturing the relevant data for each sign install as the work is done with a nightly"synch" to the system web site. The 3M team will use advanced planning and GIS tools, beyond those embodied in the Sign Management System,but working from the same web hosted master database, for creating work plans. For each planned stage of field work we propose to load the Sign Management System with work orders detailing the work to be completed for each sign panel and sign support replacement Using the Sign Management System Work Order functionality, will allow our project staff to see visually on the web-based map and query the data for completed and remaining work. This essentially eliminates inefficiencies or doubled-up work errors. City staff exercising oversight responsibility and the 3M Project Manager will use the 3M Sign Management System accessing the same web-based master geodatabase. Because assets with work orders are color keyed, work progress can be seen visually on the web site as assets successively revert to standard color signifying completion of the assigned work order. The query function will allow a range of management functions such as extracting data on work orders completed over a specific range of dates, maybe weekly or monthly. The City staff conducting other sign management tasks,such as replacing a knocked down sign,can continue to use their FAST tool in the ordinary way and absolute data integrity will be maintained. The 3M Sign Management System and the FAST tools and software are designed to support multiple FAST tools working in the field simultaneously. Our Quality Assurance plan for proper sign replacement activity will leverage the sign bar coding system, we will implement for sign inventory control, and photos of newly installed signs. A 3M Roadway Maintenance Services � 3M Center,Bldg.235-3A-09,St.Paul, MN 55144-1000 /�AM 22 process map for this procedure is given in Attachment 1.9. The procedure will allow the project manager to reconcile each sign placement directly with his work plan which defines the specific work activity at each installed sign location. Every sign will receive a bar code and that code will be associated with the sign MUTCD code and its size. When signs are received they will be scanned to reconcile sign orders. Once signs are installed, the bar code will be scanned again. The bar code will be an attribute recorded in the Sign Management System. On a daily basis the project staff will query the database for work tasks completed the previous day. The sign information 3M associated with the bar code will be compared to the tabular data and the sign photo to assure that all agree and are a prescribed in the work plan. It is virtually impossible for an error to persist with this three-way verification. 3M proposes to add bar codes to all signs not replaced under the contract since this is a very small faction of the total and this would then fully populate the Sign Management System sign bar code attribute field Since 3M Roadway Maintenance Services implemented the 3M Sign Management System and FAST field data capture tool for the City, our familiarity with the System is fully inclusive and we will not have to develop a conversion system or integrate any additional software to deliver the data. Our process employs the FAST tool assuring upkeep of the current database on a continuous basis throughout the project. Within the Request for Proposal the City indicates that updating this system in a timely, efficient and accurate manner is an essential deliverable for this project. We are pleased to learn that the City considers this system so valuable. 3M Roadway Maintenance Services 3M Center, Bldg. 235-3A-09,St. Paul, MN 55144-1000 23 CILll DF SAN A( iRAA0, CP. CITY WIDEE A MAC SItiREEMCAENEATPPOGRA AI V. ATTACHMENT 2.3: EXPERIENCE: i) On a separate (Ittoc'hinent, the Prapaser Sholl provide n list of ongoing nod sucressfulhr completed.sign replacementand inventory projects in the United States within the lastteo (I0) years. At least one of the successfully-completed projects shall be of a size comparable or larger than the City of San Juan Capistrano project In the above list, include the project title, contract ontount, project start and ulmoletion dates, and the client's novae, address, telephone number, and r"ontocr:pecson An:ae'b IT r,,&"xd ;rt plan; and photos of the completed fncilities. A. SOU I'll CARO LINA Doi'S1A I EWIDE IN'TERSECVION SAFE TY I MPROVRM EN"r PROGRAM Sign Replacement Projects Project Name & Client Contact Contract Start End Sign Agency Amount Date Date Count Joey Riddle 803-737-3582 12,35 000.00 Oct-09 Jun-13 S1gt5100 RiddleJD@dotstate.sc.us South Carolina DOT The objective of the program was to reduce fatalities and injuries at two- 955 Park Street thousand (2000) most dangerous intersections in the state,based on the Columbia,SC 29202 state's analysis of 5 years of crash data, by upgrading traffic signs and pavement markings as safety improvement measures as defined by the United States Federal Highway Administration.3M was hired to implement the Project and field validated the engineering drawings,staked locations for new sign Instullatio ITS,designed custom signs, Ihhricated and installed over 21,500 signs. Simple Tools To Implement Processes Components ofthe Intonoodon Information for the SC Installation Workbook _".,1'� = +rte Woh Order lmtallalmn mep tt7r lo, I alr — = -- Tit,,, - ---"—.__ it ln,tlll n.rxll — 3M Roadway Maintenance Services 3M Center,Bldg.235-3A-09,St.Paul,MN 55144-1000 3M 24 (IDE OFN REHIAACA',.' ' M1O. (A UiY WIDE SIGR REPLAC EP.IE?.T PRDtifl A'.I 1. STATEWIDE MAP SHOWING LOCATIONSOF INTERSECTIONS REQUIRING IMPROVENIENTS SCDOT_Stalewide Intersection Safety Improvements All Districts w.�iY• a..m . J i� m..wW \ W°r.°. p p�p�,� xRn O YY� rw«..�.I%+vim �..,. u�9� Y • 1 I . n r I . w: 3M Roadway Maintenance Services 3M Center,Bldg.235-3A-09,St. Paul,MN 55144-1000 25 CITY of snm IUA6 CAPwTRANO. CA UY WI tDE SI,,,N PEPLAC ENIFNT PROrRflUeRANINI 2. APPROVED FOR CONpSTRUC'nON DRAWING ,, ,...�•� ems. ., m• Q - tn�m�ir1-w 100 .�.ua 'L, •� I I• rwu ww fo's. awe Ir•-w t'1© r,-• io1 �\ :A4> of Im wr.a,tt r.. DRAWING: _ NOTES SIGH AND SIARRNG NVENITORY LOCATION nl rv.a a s•oF W 1g .• Gln£ 158 L•1 �� CqM _ Il-T i u bl mFev r� _ 71 1..y'"p`:ne-• �. .. 1.1 ar �rw. n6-BeF n..�M tll wn ury Irc PO 3M Roadway Maintenance Services 3M Center,Bldg.235-3A-09,St. Paul, MN 55144-1000 26 CITY OF NAA WAN NIENT P.\e.in. Ci '-'TY SIGN'ir IDE SIGREVLAiEMEPJ vRpiyftAM1l 3. INSTALL DETAIL AND QUALITY CONTROL(PUNCH) LIST' SCOOT PIaject 47.078790 WO i22 Sign bmila Om Record 0 1 RPM Fiq'neas: SCOOT: Stay Alm SaWi ' R Installed: Inspected: 51g!Paynam Ilgms Meq y s= _ P c .82 a IF 78 8! ! o � c i FP D _ ,. `5c Y IWw Y R Y 4 Y 8 b g w7 87 i 1112LIx MUTCO ,1YtAnbm I'mmi • •+� mWit, 9 e!5 Z Ifim .plU �i Math, 4 R x Ifim M!+ 519 x 24 wre Edo SAeS ' lC! IIIIM v 15. 21' ' M14 17 a a 25v AM M:-S W x 24. S99 elle Tec MSd O VIM,eAA oI: T 1E'101! 219 M45 Y( m 15wc 2t9 '9EVak'"17TN;!E ® DtfIUW OMNxL'41LE 9F3 OA4JHCIGM- & fG Z )SIO 1917 IWMI N 3:tI!F E'Z :drA� xmR E'Z 1'iU 1�. ::IMI 1! 3e x !bm WU +' I:In11 N a.° Z Ifim R12 V Milli 9 A! x 443 1112 fFWn x x a aA 11 R17 WAI M xl sx 12 WSa 1.1rai ae a5 x KID 1 w54 cM>.I as tt x !4m i P17 W, 2= xmle Sx POR♦rtaKKp,araY•!��a 5f nmr•!'me't'o!'PVRG n Ilea tela ie':IOl hot 3M Roadway Maintenance Services 3M Center,Bldg.235-3A-09,St.Paul,MN 55144-1000 27 NEW SCDOT Low Cort Intersection Improseme¢G Project#d7.Q383.00 Intersection Sin IastZ26on W"L C6ecLlist LNers Wn ID: 213 RCM-: US 76 CmW : 5-1403 Dale: SCOOT bnpKwf: 3M 1 Mead&Hunt Rey: OMRW Snits Ran DDT AUCroved Cmstrud5m Drawing •'Ind"e wAethes e-mal a Dhore.accxuval and Date&Time IOstam M/TCD Reason for Omming Sipe "31"18001E SCOW Contractor Lac ID Le.vusties[neRitl) ACOMOved fliftman Orkiltial) c •'lydiale e�dr&e- ai a acre al am Date 9 Time JASUR MITCD Reason for Honing Sign ••DUtdct Tragic SCDDT CmtrKtor UcID (i.e_utilities conflict) Engineer (initial) (inttlal) rorM Lnstaaaran Checklist Yes Punch LEt Llan 1. ImOal'aiba in amoraance 44h Cai obl Mcm 1lrawl 2. ExlQj)V Ohl SW&have mWm Ieffond 3. If new BBa[a5.exiAng eedrial t De0'i a rmed 4. New mgr's Tee mx,oaSG^YLms(.0apmon tri¢ned K 5. New gqrs free Tont conlIcting ecMnq sbqrino 6. New sqm DO NOT BLXX ti hili can e>%tlng dr re 7. Date aCkers in t lled ane rilly dated PSRsU List Dean: Infftp LOC ID HUTCD Desaiptiarot Protkrn Final ln�rorfion Paved(Punch List 1,30%Competed; Date._ ri ie:__ Dspedw,flb�xaehbmne: 3M Roadway Maintenance Services 3M Center,Bldg.235-3A-09,St. Paul,MN 55194-1000 28 CILYOCi WAN iRidr 1, C4 (I �. LY 1110E 51plBFFL ii' JENT c0.1E�, Cqp GftANI ¢. PHOTOS OF SOUTH CAROLINA SIGN AND PAVEMENT MARKING IMPROVEMENTS �kk wFF j ; 1 I � ` �i 3M Roadway Maintenance Services 3M Center,Bldg.2353A-09,St. Paul,MN 55144-1000 29 CITY OF SAN JUAN CAPISTRANO. CA I OIY WIDE SIGN REPLACFvIENT PRU,iRANI B. COCONINO COUNTY STREET SIGN REPLACEMENT PROGRAM ----7Sign Replacement Projects Project Name Client Contact Contract start End Sign &Agency Amount Dale Date Count 4'869 Tim Dalegowski Dec- Dec- Signs 928-679-8344 $510,200.00 timdalegowski@coconino.az.gov 06 11 1,256 Posts_ Coconino 5-year contract from 2007 to 2011 for the systematic replacement of street County Public name sign blades and posts throughout the county. 3M's scope of work 5600 E.Works Dept included design, fabrication and installation of the new street blade signs and Commerce Ave new pasts as well as removal and disposal of the existing posts and signs. 3M FlagstComwas also responsible for recording and reporting to the County specific data 8600 4 off,AZ and attributes related to each new street name sign installed,including GPS 6600coordinates, barcode identifier,sign legends,sign post configuration,and installation date. All of the sign information was made available to the County via an interactive GIS map-based website that was custom designed for the projectb 3M. 1. COCONINO COUNTY SIGN MAP u ¢oats L` �?- cm IP a n 3M Roadway Maintenance Services 3M Center, Bldg.235-3A-09,St. Paul, MN 55144-1000 A� 30 ❑3r OF san RLan CAPI$TRANn,R NT ■ U Tv'.:IDE 53Gh REEIacENiFnr PFOGRa NI 2. COCONINO COUNTY WEBSITE MAP rt�ir p gym.°Cnwy J 0 t - It Legend WN,ProjM I yer Pene WM anmw.ae -Itebt E9Sea Wes 3048 -Fn ILNe E�.& RY Cka O2 Finn mLees]Wi -"'Ile"OFI rota -F, M 3411 3M Roadway Maintenance Services 3M Center,1I 235-3A-09,St.Paul,MN 55144-1000 31 CITY OF NAA M 4A0, CA CITY WIDE SIGN REPLACEMENT A[EMENT EM.T PROIiFAM Pinewood Sign Location Overview Map wnaxooa i s 3M Roadway Maintenance Services 3M Center, Bldg.235-3A-09,St.Paul,MN 55144-1000 A� 32 M M r...s 44444 W 4 W W W W W W W fi 4 fi b fi fi fi ? fi fi ? = 4 i IN4 m � � o r � r � r r al el e.R.o e 5, 5161p.w F131 "011p Rmy 9 9-Y-9-ple, co 0 ooe-fe-o W.R 0 Ln 0 0 Ln Z � rn rn i C N m fD - 4z �r 3 ` u r- ui ur ; m c4 ui M m o_ mu� '01prullul Ftlrl:1151- q Or U 4. 2 3: 3}46 No I-- 11 M, C. STATE OF ALYkBAMA GUIDE SIGN REPLACEMENT PROJECT Sign Replacement Projects Project Name & Contract Start End i Sign Agency Client Contact Amount Date Date Count Alabama Dept of Sean Mobley- In 705 Transportation 334-242-6735 $3,425,390.00 Apr-09 Maintenance mobleys@dot.state.al.us Progress Signs Bureau, 1409 Coliseum State wide Guide Sign Design, Fabrication, Installation, Sign Structure repair, Blvd traffic control and all incidental items necessary to complete the project. Montgomery,AL Work is divided by district which issue Purchase orders for the amount of 36110 signs to be installed. Division Division Hymmistoo iiw"i Comet CoatrattAtnt Eno lltte Count Alabama Dept of Transportation 4th Division Ken Cush- PO Box 1179 256-234-8495 $39,660.00 May-09 Aug-09 22 Hwy 280, cushk@dot.state.al.us Alexander City,AL 35010 ! i Alabama Dept of Transportation 1st Division, Travis Kilgore- I PO Box 550, I 256-293-8984 $607,781.00 Aug-12 ! in progress 160 Hwy 431 — , kilgoret@dot.state.al.us Guntersville, AL 35976 Alabama Dept of Transportation 6th Division, Kris Kiefer- PO Box 8008, 334-241-8575 $2,192,735.00 Aug-12 In ( 408 1525 Coliseum kieferk@dot.state.aLus Progress Blvd, Montgomery,AL 36130 3M Roadway Maintenance Services 3M Center, Bldg. 235-3A-09,St. Paul,MN 55144-1000 34 s � cSn 1. ALABAMA GUIDE SIGN MAN SS 2 w M10 4 8 >� 2 Y10 3M Roadway Maintenance Services 3M Center,Bldg.235-3A-09,St. Paul, MN 55144-1000 CITY OF SAN JUAN CAPISTRANO, CA CIT't'NIDE SIGH. REPLA(ENIENT PRUGRANI 2. ALAII PHOTOS OF INSTALLED GumF SIGNS: LODGING •• EXIT 128 Greenville _. .. . r f� _ ine Apple i1/2 MILE 3M Roadway Maintenance Services 3M Center,Bldg.235-3A-09,St.Paul,MN 55144-1000 36 s ' D. GLENDALE,CA STREET NAME SIGNS CITYWIDF. REPLACEMENT AND INVE.N]ORY PROGRAM Sign Replacement Projects j Project Name &Agency Client Contact ( Contract Start EndAmount Date Date Sign Count David Lew, I Inv. 28,100 Traffic&Parking I Services i $698,100.00 I Jun-10 j Present Replace Manager I P 5,169 signs (818) 548-3950 ; In June 2010. 3M entered into an 8-year contract with the City of City of Glendale Glendale to build and house their traffic sign inventory (28,100 sig Glendale, W. Chevy Chase ns) and fabricate and install new street name signs (5,169) per the 2009 Glendale, CA 91204 MUTCD standards. Phase 1 was completed in Dec. 2010 and consisted on a sign inventory data collection,daytime and nighttime condition assessment,web-based database, FAST tool and training and support. Phase 2 began in June 2011 and the project is coming to completion this year. This phase included Sign Design, Fabrication, installation and consistent updating of the Sign Management Web database through the use of the FAST tool. 3M Roadway Maintenance Services 3M Center, Bldg. 235-3A-09,St. Paul, MN 55144-1000 37 m A g oilililli�i; r ` "I� \ ♦ � ra i \ 7 �i r ` 0 22 m m SAN CITY OGNREPLIa ENIENTTe>',h0, La CITt WIDE SIGN REPL at EfAEAi PROGRafA r= 2. INSTALL MAI'BOOK-GLFNDALF rrlrr� O\�Yr• YiY11� rrrr. .YYMy �y�.ly MfYM d�Ytr m tlea.YY• •• � YOAt _ n pOr B4�Mnrr. 0tw,yyO�•eamn s.a..,'a.« f blr__w_.wY_t..v�w 4rYYi Yw .__-_ _ .� O1dvlrr� OO�IYIYf Ogmu,.vx.na . mfi�Ir A. •w.... xmm .4C}Clt wy `wr 0 Y�aY .at auhtea. 4vr••t• as D+ v M1�.�u w�nmrm• •� -_ tin • a...u....�.ti O Q1111111ILWI e•�•n aw G yty, t i /or.— or w'.rwYwar ]wrmmn,�• awcrt �f�Y:ar Cr� � r�uw .vwui.w uwnti,in co,ar Glenc.>re,CA $feet%ame3 ,UCpra4c-S> IA1eaEu,k eu,L page- 1-7 3M Roadway Maintenance Services 3M Center,Bldg.235-3A-09,St.Paul,MN 55144-1000 39 CIT� OF SAP. MAN CAPI�TRANO. CA Uif LV•DE LGn. REP LL:ETdFG1 FNU bRAP;I 3. GLENDALESf REETSIGN PHOTOS s9 4 1 � T Cedar 00 . i 1 i 3M Roadway Maintenance Services 3M Center,Bldg.235-3A-09,St.Paul, MN 55144-1000 A� 40 E. ADDITIONAL REFERENCES Sign Replacement Projects Project Name & Contract Start End Sign Agency Client Contact Amount Date Date Count Appleton Sign Eric Lom 70 Replacement 920.832.5580 $298,000.00 fan- Aug-13 13 Signs City of Appleton - Eric.Lom@appleton.org Dept of Public Works 2625 E. Glendale Furnishing and installing/straightening, removing and/or replacing signs and Ave tubular steel posts and associated hardware for Type 2 and street name signs Appleton, Wl including necessary traffic control 54911 WisDOT Madison - Curt Neuhauser 1 Cambridge Rd 608.245.2676 $ Nov- Apr- 57 Signs Guide Signs curt.neuhauser@dot.state.wi.us 339,285.00 08 09 Transportation District 1 Guide sign fabrication and replacement,sign structure repair, traffic control 2101 Wright St. I and all incidental items necessary to complete the work along USH 12 from Madison, Wl 4 Nladison - Cambridge Rd (Fish Hatchery Rd to Stoughton Rd) 53704 3M Roadway Maintenance Services 3M Center,Bldg. 235-3A-09,St. Paul, MN 55144-1000 41 no Via- Sign Management System Inventory Projects Project Name& Contract Start End Agency Client Contact Amount Date Date Sign Count Bernardo Iniguez Bellflower,CA Sign Environmental Services 5,694 Inventory Manager $67,020.00 Ian- Mar signs Ci of Bellflower,CA 13 13 3,359 City 562-804-1424 1660 Civic Center —biniguez0bellflower.org posts Drive Bellflower,CA 90706 Sign Management System inventory,web-based database, retroretlectivity assessment,FAS'I'Tool. 9,680 Susanna Struble Public Works _ signs(PB) City Engineer. $70,000.00 Sep- Director, 12 )13 3,987 (520)723-4882 signs Coolidge,AZ Sign (City) Inventory 130 W.Central Ave. This project was done in two(2) phases. 3M subcontracted to Parsons-Brinkerhoff Coolidge,AZ 85128 for the first phase and then was the Prime to the City for the second phase. Phase one included daytime assessment and geodatabase of sign inventory and pictures and a data scheme conversion for an independent web upload. Phase two for the City included nighttime assessment, FAST tool and training. i Gene Schnedeker,Traffic St. Lucie County Road Operations Supervisor l $127,555.00 Oct Mar- 30,000 1 11 12 j signs and Bridge Division (772)462-2511 j St.Lucie County Road i Dept. I ! 2300 VirginiaAve. rhe county of St. Lucie has over 600 centerline miles of road and 30,000 regulatory, Fort Pierce, FL warning and street name signs. The scope of services included street sign capture 34982-S652 loth day time and nighttime reflectivity condition assessment, building the inventorv,web-based database, FAST tool,training and three year support contract. 3M Roadway Maintenance Services 3M Center, Bldg. 235-3A-09,St. Paul, MN 55144-1000 42 - y 32400 PASEO ADELANTO ` MEMBERS OF THE CRY COUNCIL SAN JUAN CPISTRANO,CA 92675 % (949)493-1 171 /j✓ S" SAM ALLEVATO (949)493-1053 FAX • Ly uteNutu ROY L.BYRNES,M.D. tSIUliS1t0 ' 1961 LARRY KRAMER wxla,,can jttancapistrano.org 1776 DEREK REEVE JOHN TAYLOR REQUEST FOR PROPOSALS FOR CITYWIDE SIGN REPLACEMENT PROGRAM (REGULATORY, WARNING, AND GROUND MOUNTED SIGNS) CITY OF SAN JUAN CAPISTRANO DEPARTMENT OF PUBLIC WORKS 32400 PASEO ADELENTO SAN JUAN CAPISTRANO, CA 92675 (949) 493-11719 FAX (949) 493-1053 APRIL 15, 2013 Enclosure TABLE OF CONTENTS CITYWIDE SIGN REPLACEMENT PROGRAM TITLE PAGE REQUEST FOR PROPOSAL Request for Proposal Letter................................................................................................. RFP— 1 PROPOSAL INSTRUCTIONS Instructions to Proposers...........................................................................................................IB— 1 PROPOSAL FORMS Proposal.....................................................................................................................................P— 1 Scheduleof Work Items............................................................................................................P-4 Non-Collusion Affidavit...........................................................................................................P—5 Designation of Sub-Contractors..............:................................................................................0 P—6 Proposer Qualifications Statement............................................................................................ P—7 CONTRACT Contract.....................................................................................................................................C- 1 BOND FORMS PerformanceBond..................................................................................................................PB— 1 Labor& Material Bond.......................:..................................................................................LM- 1 GENERAL CONDITIONS Section 1 Standard Specifications...................................................................................GC- 1 Section 2 Section3 Terms Defined ...............................................................................................GC-3 Section 4 Flow and Acceptance of Water......................................................................GC-3 Section5 Water..............................................................................................................GC-3 Section 6 Insurance and Overhead Costs..........................................0............................GC-3 Section 7 Protection of Existing Utilities.......................................................................GC-4 Section 8 Protection of Private Property........................................................................GC-4 Section 9 Construction Zone..........................................................................................GC -4 Section 10 Pre-Construction Coordination Meeting........................................................GC-5 Section 11 Project Site Maintenance...............................................................................GC-5 Section 12 Preservation of Survey Monuments................................................................GC—8 Table of Contents TABLE OF CONTENTS CITYWIDE SIGN REPLACEMENT PROGRAM TITLE PAGE Section 13 Monumentation Identification.......................................................................GC— 8 Section 14 Indemnification...............................................................................................GC—8 Section 15 Jobsite Safety..................................................................................................GC-9 Section 16 Hours of Work...............................................................................................GC-9 DETAILED SPECIFICATIONS AND METHOD OF PAYMENT Detailed Specifications and Method of Payment................................................................... DS — I Supplemental Provisions.........................................................................................................SP— I Sheeting Specifications...........................................................................................................SS- 1 Appendices Maintenance Zone I Sign Inventory........................................................................APPENDIX A I Los Rios District Sign Inventory.............................................................................APPENDIX B I Maintenance Zone 2 Sign Inventory........................................................................APPENDIX C I Maintenance Zone 3 Sign Inventory........................................................................APPENDIX D1 Maintenance Zone 4 Sign Inventory........................................................................APPENDIX E1 Maintenance Zone 5 Sign Inventory.........................................................................APPENDIX F1 Maintenance Zone 6 Sign Inventory........................................................................APPENDIX GI Exhibits Maintenance Zones Map....................................................................................................Exhibit A Standard Plans City of San Juan Capistano Std. No. 600..............................................................Street Name Sign Table of Contents REQUEST FOR PROPOSALS FOR CITYWIDE SIGN REPLACEMENT PROGRAM Instructions to Proposers 1. CONTRACTOR REGISTRATION AND LICENSING Before submitting proposals, contractors shall be licensed in accordance with the provisions of Chapter 9, Division 111, of the Business and Professions Code of the State of California. 2. QUESTIONS PRIOR TO DEADLINE FOR SUBMITTING PROPOSALS Questions regarding documents, discrepancies, omissions, or Specifications shall be communicated to the City, in writing, at least ten (10) calendar days prior to the deadline for submitting proposals indicated in the RFP letter, to provide time for issuing and forwarding an addendum should the City consider an addendum necessary. The City will not be responsible for oral interpretations of the documents. 3. PROPOSAL FORMS— SUBMITTAL REQUIREMENTS The proposal shall consist of the forms provided herein with all blank spaces properly filled in. The proposal forms shall not be changed, and no additions shall be made to the items mentioned herein. Unauthorized conditions, exemptions, limitations, or provisions attached to a proposal will render it informal and may cause its rejection. All forms requiring specific information shall be completed with all applicable information for a proposal to be considered responsive. Special attention should be given to completing: A. Proposer's Qualification Statements B. Designation of Subcontractors One (1) Original and Three (3) copies of the proposal shall be presented in a sealed envelope bearing the name, address and telephone number of the individual or entity submitting the proposal and shall be addressed to: CITY OF SAN JUAN CAPISTRANO PUBLIC WORKS DEPARTMENT 32400 PASEO ADELANTO SAN JUAN CAPISTRANO, CALIFORNIA 92675 Attention: Alan Oswald, Senior Engineer 113 - 1 The envelope shall be clearly marked with the notation "DO NOT OPEN — PROPOSAL FOR CITYWIDE SIGN REPLACEMENT PROGRAM." The proposal shall be delivered to the addressee on or before 3:00 P.M. on May 7,2013. 4. PROPOSAL FORMS —AUTHORIZATION TO SIGN PROPOSAL The full name, business address, zip code, and business telephone number, with area code of the individual, partnership,joint venture, or corporation submitting the proposal shall be typewritten or legibly printed on the proposal in blue or black ink. The proposer shall sign the proposal with his/her usual wet ink signature. Any individual submitting a proposal or a partner signing for a partnership shall sign in the presence of a Notary Public and the notarial acknowledgement shall be attached to the proposal. A partner shall sign for a partnership and the names of all partners shall be given. An officer shall sign for a corporation, in the presence of a Notary Public and the corporate name shall be attested by the corporate seal, and the names and titles of all officers of the corporation shall be given. A signature other than a corporate officer's will be accepted if an authenticated power of attorney is attached. 5. PROPOSAL FORMS—PRICES The Proposer shall include in his/her Proposal's price(s) any and all expenses or costs that may be incurred to complete the project in accordance with the requirement of the Contract. All prices and notations must be in ink or typewritten. No erasures will be permitted. Mistakes may be crossed out and corrections typed or written in ink adjacent thereto and :must be initialed in ink by the person or persons signing the proposal. All proposals are to be computed on the basis of the given Estimated Quantities of Work, as indicated in this request proposal, times the unit prices as submitted by the Proposer. In case of discrepancy between words and figures, the words shall prevail. In case of discrepancy between unit prices and the extension thereof, the unit price shall prevail and proposal fee will be computed as indicated above and compared on the basis of corrected totals, given solely as a basis for comparison of proposal fees. It is understood that the City does not expressly, nor by implication, agree that the actual amount of work will correspond therewith, but reserves the right to increase or decrease the amount of any item or portion of the work or to omit portions of the work as may be deemed expedient by the Engineer. Prior to the date and time designated for receipt of Proposals, a Proposal submitted may be modified or withdrawn by written notice provided to the party receiving Proposals. 6. ADDENDA Addenda will be electronically mailed (e-mail), mailed or delivered to all who are known by the issuing officer to have received a complete set of Proposal Documents. No addenda will be issued later than five (5) days prior to the date for receipt of Proposal except Addenda withdrawing the Request for Proposals or one which includes postponement of the date for IB -2 receipt of Proposals, Failure to acknowledge in his/her proposal any such addenda issued may render the Proposal non-responsive and result in its rejection. 7. PROPOSER'S QUALIFICATIONS STATEMENT The proposer must complete all information required on page (P-6) of the proposal forms, entitled "Proposer's Qualification Statement" and sign the form. If no information is to be filled in a blank space, then write "none". 8. DESIGNATION OF SUBCONTRACTORS The proposer must complete all information required on page (P-5) of the proposal forms, entitled "Designation of Subcontractors" for all subcontracts in excess of one half of one percent of the total Proposal Fee. Proposer is to clearly state that portion of work to be done by each subcontractor listed, by trade and by estimated dollar amount. If no information is to be filled in a blank space, then write"none". 9. NONCOLLUSION AFFIDAVIT Each Proposer shall execute and submit with the Proposal a Noncollusion affidavit on page(P-4) of the proposal forms, entitled"Noncollusion Afidavit". 10. EXAMINATION OF DRAWINGS, SPECIFICATIONS, AND SITE WORK The Proposer shall examine carefully the site of the work contemplated and the Proposal and Specifications therefore. The submission of a Proposal will be conclusive evidence that the Proposer has investigated and is satisfied as to the conditions to be encountered, as to the character, quality, and quantities of work to be performed and materials to be furnished, difficulties to be encountered, and the requirements of the Proposal, Specifications, and Contract documents. The Proposer is required to provide for carrying out his/her operations so as to cause the minimum possible inconvenience to the occupants of property along any of the street affected. All work and costs involved in the safeguarding of the property of other shall be at the expense of the Proposers to whom the Contract may be awarded. The Proposer hereby certifies that he has examined the local conditions, has read each and every clause of the Specifications, and that he/she has included all costs necessary to complete the specified work in his/her Proposal prices, and the Proposer agrees that if he/she will make no claim against the City based upon ignorance of local conditions or misunderstanding of any of the provisions of this Contract. Should the conditions turn out otherwise than anticipated by him/her, the Proposer agrees to assume all risks incident thereto. 11. INTERPRETATION OF SPECIFICATIONS Should a Proposer find discrepancies in, or omissions from, the Specifications, or should the Proposer be in doubt as to their meaning, the Proposer shall at once notify the City in writing, requesting an interpretation or clarification. The person submitting such request will be responsible for its prompt delivery. Should the City find that the point in question is not clearly and fully set forth; the City may issue a written Addenda which will be sent to all Proposers of IB - 3 record. The City will not be responsible for any other explanation or interpretation of the Specifications, or for any oral instructions. Proposers shall use complete sets of Proposal Documents in preparing Proposals: City shall not assume responsibility for errors or misinterpretations resulting from the use of incomplete sets of Proposal Documents. 12, COMPLETION OF WORK Time is of the essence. All work must be completed within Two Hundred Forty (240) calendar days after the date specified in the Notice to Proceed. Liquidated damages will.be assessed as set forth in the Agreement for failure to meet the specified completion date. 13. EXPERIENCE Proposers shall present evidence that they have been regularly engaged in furnishing such services, material and equipment and performing such work as they propose to furnish or construct and that they are fully prepared with necessary capital, equipment, and material to begin work promptly and to conduct it as required by these Specifications. 14. PRICES AND PAYMENTS Approximate quantities listed for unit price items on the Proposal form are estimates given for comparing Proposals, and no claim shall be made against the City for excess or deficiency therein, actual or relative. Payment at the prices agreed upon will be in full fbr the completed work and will cover materials, supplies, labor, tools, equipment, and all other expenditures incident to a satisfactory compliance with the Contract,unless otherwise specifically provided. 15. SUBSTITUTIONS To obtain approval during Proposal period to use substitute products or procedures, Proposers shall submit written requests at least ten(10) calendar days before the Proposal deadline date and hour. Requests received after this time shall not be considered. Requests shall clearly describe the substitution for which approval is asked, including all data necessary to demonstrate acceptability. If the product or procedure is acceptable,an Addendum shall be issued covering it. 16. MODIFYING PROPOSAL Any Proposer may modify his/her Proposal by written communication, provided such communication is received by the Traffic and Parking Services Supervisor prior to the Proposal opening time. The written communication should not reveal the Proposal price but should state the addition or subtraction or other modification so that the final prices or terms will not be known by the City until the sealed Proposal is opened. 17. CONFIDENTIALITY All Proposals will be opened in confidence by Alan Oswald, Senior Engineer, and individuals designated who will review the Proposals. The pricing information will remain confidential to those individuals until after the ranking of the Proposals. All responses to this RFP will become the property of the City of San Juan Capistrano. All data, documents and other produces used or IB -4 developed during the project will be public records. The Proposer is responsible for identifying any proprietary information and for justifying its exclusion from public records requests. 18. MISTAKES IN THE PROPOSAL A Proposer shall be relieved of a Proposal due to mistakes only if the Proposer can establish to the satisfaction of the City that all of the following circumstances exist: A. A mistake was made. B. The Proposer gave the City written notice within five (5) days after the deadline for submitting Proposals of the mistake, specifying the notice in detail how the mistake occurred. C. The mistake made the Proposal materially different from what the Proposer intended it to be. D. The mistake was made in filling out the Proposal and not due to error in judgment or to carelessness in inspecting the site of the work, or in reading the documents and Specifications. 19. EVALUATION CRITERIA Evaluation of Proposals will be made in accordance with the following criteria: A. Qualifications, Business History, and Past Performance: The basis for determining the suitability of the Proposer and all of his/her subcontractors to complete the Project shall include: documented experience in replacing signs for cities of a similar size as San Juan Capistrano, setting up sign databases and installing street signs; professional excellence and demonstrated competence of all members of the team in the services to be provided; education and experience of the Project Manager and other key personnel to be assigned; staffing capability, workload and record of meeting schedules and budgets on similar projects; the nature, quality and relevance of recently completed work; ability and willingness to respond to City requirements, safety record, financial capability, bonding capacity, insurance coverage and ability to provide a skilled work force. B. Responsiveness: The Proposal will be evaluated for its responsiveness to the requirements of these Specifications. However, the City reserves the right to waive any informalities or technical defects of the.Proposal as the best interest of the City may require. C. Workplan, Project Approach: The Proposal will be evaluated by the overall project approach and plan. The Proposal will be checked for compliance with standards and specifications, statutes, and traffic sign design guidelines. D. Proposal Price: A low total price is desirable but must include all costs to the City. The City reserves the right to reject any or all Proposals and shall not be liable for any expenses or costs incurred by the Proposers preparing their Proposals. The City shall otherwise also have the right to accept or reject alternates in any order or combination,unless otherwise specifically provided in these Specifications. IB - 5 20. EVALUATION SCORING SYSTEM The City will rank the Proposals by assigning points in accordance with the following scoring system: MAX EQUIVALENT CRITERIA POINTS WEIGHT Qualifications, Business History, 30 30% and Past Performance Responsiveness 10 10% Workplan, Project Approach 15 15% Proposal Price 45 45% Totals 100 100% 21. PRELIMINARY EVALUATION After receipt of the Proposals, the City will perform a preliminary evaluation using the scoring system described in paragraph 19 above, and the Proposer with the highest final score will be awarded the Contract. 22. EXECUTION OF CONTRACT Within fifteen (15) calendar days after being notified by the City that he/she has been awarded the Contract, Contractor shall deliver to the City three (3) copies of each of the following documents: A. The Agreement in the form included herein,properly executed by Contractor and, if the Contractor is a corporation evidence of its corporate existence and that the persons signing the Agreement are authorized to do so. All signatures must be notarized. B. Properly executed copies of the(a) Faithful Performance Bond, and(b) Labor and Material Bond in accordance with the requirements set forth in Article 11 of the General Conditions and in the form shown on(PB-1) and(LM-1) attached hereto. All signatures must be notarized. C. Properly executed policies of(a) the Commercial General Liability Insurance, (b) Automobile Liability Insurance, (c) the Professional Liability Insurance, (e) the Waiver of Subrogation Clause, and (f) the corresponding endorsements for each policy in accordance with the requirements set forth in Contract. In the event that the fifteenth calendar day falls on a Saturday, Sunday, or legal holiday for the State of California or on days when City Hall is closed, the aforesaid documents shall be delivered by the following working day. IB - 6 After receipt of said documents within said time period or any extension thereof granted by the city, the City shall execute the Agreement and return one (1) of said three (3) copies to Contractor for his/her files. 23. FAILURE TO EXECUTE CONTRACT If the Proposer to whom the award is made fails to enter into the Contract as herein provided and furnish the said bonds and insurance within twenty one (2 1) days of the award, this shall be just cause for the annulment of the award, and an award may, at the discretion of the City,be made to the Proposer whose proposal is the next most acceptable to the City in the opinion of the City Council, and such Proposer shall fulfill every term, covenant and condition herein as if he/she were the party to whom the first award was made. IB - 7 PROPOSAL For the: CITYWIDE SIGN REPLACEMENT PROGRAM From: Contractor, License No. &Classification To the Members of the City Council City of San Juan Capistrano Gentlemen: The undersigned, as Proposer, declares that he has carefully examined the location of the proposed work as described, examined the Plans, Specifications, Special Provisions, and the Standard Specifications for Public Works Construction, 2012 Edition, including all supplements therefore, read the Instructions to Proposers, and is familiar with all proposal requirements, and hereby proposed and agrees, if the proposal is accepted, to complete the said construction in accordance with the Contract Documents, as defined in Section 1-2 of the Standard Specifications, in the time stated herein, for the unit price or lump sum given on the following pages of this proposal,amounting to a total of: Words Figures Said amount to include and cover all taxes, the furnishing of all materials, the performing of all the labor requisite or proper and the providing of all necessary machinery, tools, apparatus, and other means of construction; also, the performance and completion of all the work in the manner set forth, described and shown in the Specifications or the drawings for the work. If the contract is awarded, the undersigned agrees to enter into a contract with the City of San Juan Capistrano and to commence work within fifteen (15) calendar days from the date of execution thereof, and to diligently prosecute the work to completion before the expiration of Two Hundred Fifty (250) calendar days. All Proposals are to be computed on the basis of the given Estimated Quantities of Work, as indicated in this proposal, times the unit prices as submitted by the Proposers. In case of discrepancy between words and figures, the words shall prevail. In case of discrepancy between P - I unit prices and the extension thereof, the unit price shall prevail and Proposals will be computed as indicated above and compared on the basis of corrected totals, given solely as a basis for comparison of Proposals. It is understood that the City does not expressly, nor by implication, agree that the actual amount of work will correspond therewith, but reserves the right to increase or decrease the amount of any item or portion of the work or to omit portions of the work as may be deemed expedient by the Engineer. The following is the name and place of business of the surety company which will furnish the required bonds as surety if the work is awarded to the undersigned: Licensed in accordance with an act providing for the registration of contractors— License No. and Classification Signature of Proposer: P- 2 (If an individual, so state. If a firm or co-partnership, state the firm name and give the names of all individual co-partners composing the firm: President, Secretary, Treasurer, and Manager thereof) Dated: Business Address Dated: Telephone Number Further, the undersigned proposer certifies that he has thoroughly checked the figures set forth in this proposal, that they are correct to the best of his knowledge and that they constitute his proposal for the work called out herein. Dated: Business Address Dated: Telephone Number P - 3 SCHEDULE OF WORK ITEMS CITYWIDE SIGN REPLACEMENT PROGRAM Item Approximate Work Items With Unit Price Unit Price Total uanti Written in Words) (In Figures) Amount 1 Mobilization for the lump sum price of 1 LS dollars. Remove and Replace Existing Sign, Supports 2 and Mounting Hardware for Maintenance Zone 1 LS 1 for the lump sum price of dollars. Remove and Replace Existing Sign, Supports 3 and Mounting Hardware for Maintenance Zone 1 LS 2 for the lump sum price of dollars. Remove and Replace Existing Sign, Supports 4 and Mounting Hardware for Maintenance Zone 1 LS 3 for the lump sum price of dollars. Remove and Replace Existing Sign, Supports and Mounting Hardware for Maintenance Zone 5 1 LS 4 for the lump sum price of dollars. Remove and Replace Existing Sign, Supports 6 1 LS and Mounting Hardware for Maintenance Zone 5 for the lump sum price of dollars. Remove and Replace Existing Sign, Supports 7 1 LS and Mounting Hardware for Maintenance Zone 6 for the lump sum price of dollars. Update Citywide Sign Inventory on 3M Fast 8 1 LS Tools System For Zones 1-6 for the lump sum price of dollars Total Bid Price(Enter here and on Page P-1) Words Figures P-4 NON-COLLUSION AFFIDAVIT TO BE EXECUTED BY PROPOSER AND SUBMITTED WITH PROPOSAL STATE OF CALIFORNIA ) ) SS. County of ) Proposal Dated: SIGNATURE On this the day of , 2013, before me, the undersigned, a Notary Public in and for said State, personally appeared personally known to me/proved to me on the basis of satisfactory evidence, to be the person(s) whose name(s) subscribed to the within instrument, and acknowledge that executed it. WITNESS my hand and official seal. Notary Public in and for said State P - 5 DESIGNATION OF SUB-CONTRACTORS Submit with Proposal. In compliance with the Provisions of Section 4100-4107 of the Government Code of the State of California as amended, the undersigned certifies that he has used the sub-proposals of the following listed sub-contractors in making up his proposal, and that the sub-contractors listed will be used for the work for which they proposed, subject to the approval of the Engineer, and in accordance with the applicable provisions of the Specifications. It is understood and agreed that all those portions of the work called for in the contract documents for which a sub-contractor is not listed will be performed by the undersigned through his forces. If no sub-contractors are listed, all bonds and insurance will be written in the name of the general contractor only. Item of Work Sub-contractor License No. Address Phone & Classification 1. 2. 3. 4. 5. 6. 7. 8. PROPOSER'S NAME AUTHORIZED SIGNATURE P - 6 PROPOSER'S QUALIFICATIONS STATEMENT 1. ORGANIZATION 1.1 How many years has your organization been in business? 1.2 How many years has your organization been in business under its present name? 1.2.1 Under what other names has your organization operated?_ 1.3 If your organization is a corporation, answer the following: 1.3.1 Date of incorporation: 1.3.2 State of incorporation: 1.3.3 Corporate ID number: 1.3.4 President's name: 1.3.5 Agent for Services of Process: 1.4 If your organization is a partnership, answer the following: 1.4.1 Date of organization: 1.4.2 Type of partnership (if applicable): 1.4.3 Name(s) of general partner(s): 1.5 If your organization is individually owned, answer the following: 1.3.1 Date of organization: 1.3.2 Name of owner: 1.6 If the form of your organization is other than those listed above, describe it and name the principals. P- 7 For Items 1.7 — 1.9, if additional space is required, please include as an attachment. 1.7 Describe the composition of you Project Team applicable to this Proposal identifying members, partners and holders of a 10% or greater interest in the Proposal, including Subcontractors and equipment manufacturers that will have primary or significant responsibility for Project Management and Execution. Include qualifications and resumes of the Project Manager and other key personnel. 1.8 Proiect Organization: Each Proposer shall submit a brief narrative description of its proposed Project organization, It shall include the following as a minimum: a. Organization chart specific to this Project showing the organization structure, lines of authority, levels of decision making, :levels of accountability and the relationship of each function shown to other functions in the organization. b. Proposer's proposed Work Breakdown Structure for the Project showing work packages and the associated dollar value. C. Proposer's proposed Organization Breakdown Structure for the Project showing responsibilities and resources required to perform the Work defined in the Work Breakdown Structure. d. Description of Proposer's system for preparing schedules, calculating and reporting progress performance. e. Proposer's proposed plan to integrate Subcontractor activities into its Project scheduling and reporting system. f. A description of how the Proposer approaches rescheduling of its own and subcontracts activities to achieve schedule recovery objectives and how the Proposer enforces these objectives with it subcontractors. P- 8 1.9 Inventory and Sign Replacement Services: The Proposal shall describe how the Proposer intends to furnish and manage the inventory, recordation of regulatory, warning, and guide sign replacement for the Project. It shall include, at minimum, the following: a. A description of the Proposer's organization for managing the sign inventory phases and how it will be incorporated with the other elements of the Proposer's organization for the project. b. The key positions must be defined, and the staff to fill those positions must be identified. C. A brief narrative description of the proposed plan for furnishing the inventory and sign replacement. This plan shall include at least the following items: (i) Location of the offices where each aspect of the project is to be performed. If the Work is to be shared among offices at:different locations, indicate where each office is located and what work is to be performed in each office. Identify the number of office and field personnel assigned to each discipline and the time commitment of each to the project for field personnel, provide the location of the offices where they will be based and from which they will be managed; (ii) A detailed schedule of key milestones and estimated completion dates consistent with the scheduled contained in the RFP documents and shall include preliminary schedule showing the logical relationships, durations and timing of the Work. (iii) The organization chart showing the relationships among functions shown on the chart and between the Proposer's organization and Subcontract(s); and (iv) A description of how the personnel in the sign inventorying team will interface with the sign replacement team. (v) A description of how the Proposer intends to update the sign inventory after signs has been replaced. P - 9 1.10 Inventory and Database Services: The City has invested in a Sign Inventory System to track sign maintenance activities and manage sign performance. The 3M Sign Management System is a web-based program that stores various sign attribute information electronically. Proposers interested in completing the sign upgrade project for the city must outline a plan and demonstrate their ability to electronically update the web-based sign inventory system in a seamless manner. Proposers shall provide details of how the data collection and conversion to the city system shall occur. Details shall include: (i) Planned schedule for updating the city system based on sign replacement activity that is occurring. Credit will be given for regular frequency of updates, the seamless nature of the data transfer, and the independent functioning of the Contractor to complete this task with limited resource requirements by the City. (ii) The contractor must demonstrate their QA/QC plan to ensure the highest standard of data integrity associated with the data to upload to the city system. (iii) The contractor should indicate their familiarity with the 3M Sign Inventory system or similar ArcGIS based inventory management systems. (iv) The contractor shall state their time frame from award of contract and how quickly the Contractor can develop a conversion system and integration with the city system to deliver the first data set inventory transfer. P - 10 2. EXPERIENCE 2.1 Claims and Suits (If the answer to any of the questions below is yes, please attach details.) a. Has your organization ever failed to complete any work awarded to it? b. Are there any judgments, claims, arbitration proceedings or suits pending or outstanding against your organization or its officers? C. Has your organization filed any lawsuits or requested arbitration with regard to street sign replacement projects within the last five(5)years? 2.2 Within the last five (5) years, has any officer or principal of your organization ever been an officer of another organization when it failed to complete a contract? (If the answer to any of the questions below is yes,please attach details.) 2.3 On a separate attachment, the Proposer shall provide a list of ongoing and successfully completed sign replacement and inventory projects in the United States within the last ten (10) years. At least one of the successfully-completed projects shall be of a size comparable or larger than the City of San Juan Capistrano project. In the above list, include the project title, contract amount, project start and completion dates, and the client's name, address, telephone number, and contact person. Attach a reduced set plans and photos of the completed facilities. A Proposer without any successfully-completed sign inventory and replacement projects in the United States within the last ten (10) years, of a size comparable to the City of San Juan Capistrano project, will be considered unqualified for this RFP. 3. SURETY 3.1 For the performance and payment bonds, Identify the bonding company if arrangements have been made; if not, identify the bonding company for the Proposer's most recent project: P - 11 3.2 Name and address of agent: All of the above statements as to experience, financial qualifications, and available plant and equipment are submitted in conjunction with the Proposal, as a part thereof, and the truthfulness and accuracy of the information is guaranteed by the Proposer. PROPOSER'S NAME AUTHORIZED SIGNATURE P- 12 CONTRACT This contract is made and entered into by and between the CITY OF SAN JUAN CAPISTRANO, hereinafter referred to as"CITY"and hereinafter referred to as "CONTRACTOR." IT IS HEREBY AGREED BETWEEN THE PARTIES AS FOLLOWS: FIRST. CONTRACT DOCUMENTS. The contract documents shall be considered to include the Request for Proposals, the Instructions to Proposers, the Proposal, the Non-Collusion Affidavit, the Designation of Sub-Contractors, the Contract which is prepared for execution by the CITY and the CONTRACTOR. Plans, Specifications and Special Provisions, the Standard Specifications for Public Works Construction, 2012 Edition, including all Supplements, Contract Bonds, Resolutions adopted by the CITY pertaining to the work, insurance policies and certificates, and any supplemental written agreements amending or extending the scope of the work originally contemplated that may be required to complete the work in a substantial and acceptable manner. SECOND. THE WORK. CONTRACTOR agrees to furnish all tools, labor, material, equipment, transportation, and supplies necessary to perform and complete in good and workmanlike manner the construction of CiWyide Sign Replacement Program, in strict conformity with the Request for Proposal, Specifications and all other contract documents prepared by City of San Juan Capistrano and dated April, 8, 2013 which documents are on file at the Office of the City Clerk, City Hall, 32400 Paseo Adelanto, San Juan Capistrano, California. THIRD. PAYMENT. CITY agrees to pay, and CONTRACTOR agrees to accept, the lump sum adjusted for variations of quantities, at the prices designated in proposal at the time and in the manner set forth in the Specifications. FOURTH. COMMENCEMENT AND COMPLETION OF THE WORK. CONTRACTOR agrees to begin and complete the work within the time specified in the Request for Proposals. It is agreed that it would be impracticable and extremely difficult to fix the actual amount of damages, and loss sustained by CITY, should CONTRACTOR fail to complete the work in the specified time; therefore, CONTRACTOR shall pay CITY, as liquidated damages, not in the nature of a penalty, Five Hundred(500) Dollars per calendar day for each day delayed; provided that extensions of time with waiver of liquidated damages, may be granted as provided in the Specifications. C - 1 FIFTH. PERFORMANCE BOND AND LABOR AND MATERIAL BOND. CONTRACTOR agrees to furnish bonds guaranteeing the performance of this contract and guaranteeing payment of all labor and material used under this contract, as required by the laws of the State of California, on forms approved by the CITY. The Performance Bond shall be for an amount of one hundred (100) percent of the amount of this contract and shall be conditioned on full and complete performance of the contract, guaranteeing the work against faulty workmanship and materials for a period of one (1) year after completion and acceptance. The Labor and Material Bond shall be for an amount of one hundred (100) percent of the amount of this contract and shall be conditioned upon full payment of all Labor and Material entering into or incidental to the work covered by this contract. CONTRACTOR agrees to furnish the bonds on the forms found within the Specifications. The required Performance and Labor and Materials Bonds shall provide that the surety shall pay attorney's fees incurred by CITY in enforcing this agreement. SIXTH. GENERAL PREVAILING RATE OF PER DIEM WAGES. Pursuant to the Labor Code of the State of California, copies of the prevailing rate of per diem wages, as determined by the Director of the State Department of Industrial Relations, are on file in the Office of the City Clerk, 32400 Paseo Adelanto, San Juan Capistrano, California, and are hereby incorporated and made a part hereof CONTRACTOR agrees that he, or any SUB-CONTRACTOR under him, shall pay not less than the foregoing specified prevailing rates of wages to all workmen employed in the execution of the contract. SEVENTH. INSURANCE. CONTRACTOR shall maintain at all times during this contract liability and property damage insurance naming the CITY and its elected and appointed officials as a named insured, which such policies shall be of an amount not less than Two Million (2,000,000) Dollars combined single limit. Insurance certificates shall be for a minimum period of one(1) year. C - 2 CONTRACTOR shall maintain in full force and effect comprehensive automobile liability coverage, including owned,hired, and non-owned vehicles in the following minimum amounts: $1,000,000 property damage; $1,000,000 injury to one person/any one occurrence/not limited to contractual period; $2,000,000 injury to more than one person/any one occurrence/not limited to contractual period. The insurance policies shall bear an endorsement or shall have an attached rider providing that in the event of expiration of proposed cancellation of such policies for any reason whatsoever, the CITY shall be notified by registered mail, return receipt requested, giving a sufficient time before the date thereof to comply with the applicable law or statute but in no event less than thirty (30) days before expiration or cancellation is effective. CONTRACTOR shall provide to CITY the policy certificate establishing that the required level of insurance has been satisfied. CONTRACTOR shall indemnify, defend and save harmless the CITY, its officers, agents, and employees from and against any and all claims, demands, loss or liability of any kind or nature which CONTRACTOR, its officers, agents and employees may sustain or incur or which may be imposed upon them or any of them for injury to or death of persons, damage to property as a result of, or arising out of, or in any manner connected with the performance of the obligations under this contract. EIGHTH. COMPLIANCE WITH OTHER PROVISIONS OF LAW RELATIVE TO PUBLIC CONTRACTS. CITY is subject to the provisions of the Government Code and the Labor Code of the State of California. It is stipulated and agreed that all provisions of law applicable to public contracts are a part of this contract to the same extent as though set forth herein and shall be complied with by CONTRACTOR. These include, but are not limited to, the stipulation that eight (8) hours labor constitute a legal day's work and CONTRACTOR shall, as a penalty to CITY, forfeit Twenty-five (25) Dollar for each workman employed in the execution of the Contract by CONTRACTOR, or by any SUB-CONTRACTOR, for each calendar day during which such workman is required or permitted to work more than eight(8) hours in violation of the provisions of Article Three, Chapter One, Part Seven, Division 2, of the California Labor Code, except as permitted by law. C - 3 IN WITNESS WHEREOF, this contract is executed by the duly authorized agent(s) of CITY, pursuant to City Council action, and by CONTRACTOR on the date set before the name of each. City of San Juan Capistrano Dated: BY: JOHN TAYLOR, MAYOR BY: CONTRACTOR, LICENSE NO. AND CLASSIFICATION ATTEST: Maria Moms,City Clerk APPROVED AS TO FORM: Hans Van Ligten,City Attorney C -4 PERFORMANCE BOND KNOW ALL MEN BY THESE PRESENTS: That as Principal, hereinafter called CONTRACTOR,and as Surety, hereinafter called SURETY, are held and firmly bound unto the CITY OF SAN JUAN CAPISTRANO, as Obligee, hereinafter called CITY, in the amount of Dollars for payment whereof Contractor and Surety bond themselves, their heirs, executors, administrators, successors, and assigns,jointly and severally, fairly by these presents. WHEREAS, Contractor has by written agreement dated entered into a (describe agreement):_for the construction of: "Citywide Sign Replacement Program " which contract is by reference made a part hereof; NOW THEREFORE, the condition of this obligation is such that, if Principal shall promptly and faithfully perform said agreement, then this obligation shall be null and void; otherwise it shall remain in full force and effect. Surety waives whatever legal right it may have to require that a demand be made first against the principal in the event of default. BE IT FURTHER RESOLVED that: 1. As a part of the obligation secured hereby, and in addition to the face amount specified, there shall be included costs and reasonable expenses and fees, including reasonable attorney's fees, incurred by City in successfully enforcing such obligation, all to be taxed as costs and included in any judgment rendered. PB - 1 2. Said Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration, or modification of the contract documents or of the work to be performed thereunder, shall in any way affect its obligations or this bond, and it does hereby waive notice of any such change, extension of time, alterations, or modifications of the contract documents or of work to be performed thereunder. Executed this day of , 2013, at California. PRINCIPAL APPROVED AS TO FORM (NOTARIZATION AND SEAL) HANS VAN LIGTEN, CITY ATTORNEY SURETY (NOTARIZATION AND SEAL) PB -2 Premium Included LABOR AND MATERIAL BOND KNOW ALL MEN BY THESE PRESENTS: That WHEREAS, the CITY OF SAN JUAN CAPISTRANO, a municipal corporation of Orange County, California, has awarded to License No. ' hereinafter designated as "Principal", a contract for the construction of "Ci ide Sign Replacement Program" ; and WHEREAS, said Principal is required to furnish a bond in connection with the said contract providing that if said Principal, or any of his or its sub-contractors, shall fail to pay for any materials., provisions, provender or other supplies or teams used in, upon, for or about the performance of the work contracted to be done, or for any work or labor done thereon of any kind, the surety or this bond will pay the same. NOW, THEREFORE,we , Principal, and , as surety, are Held firmly bound unto the City of San Juan Capistrano, a municipal corporation, in the penal sum of DOLLARS ($ ), lawful money of the United States of America, for payment of which sum well and truly to be made we bind ourselves, our heirs, executors, administrators and successors,jointly and severally, firmly by these presents. THE CONDITION OF THIS OBLIGATION is such that, if said Principal, his.or its heirs, executors, administrators, successors or assigns, or sub-contractors, shall fail to pay for any materials, provisions, provender, or teams, or other supplies or equipment used in, upon, for or about the performance of the work contracted to be done, or for any work or labor done thereon of any kind, or for amounts due under the Unemployment Insurance Act with respect to such work or labor as required by the provisions of Title 1, Division 5, Chapter 3 of the Government Code of California as amended, that the surety will pay for the same in an amount not exceeding the sum specified in this bond and also in case suit is brought upon the bond, a reasonable attorney's fee to be fixed by the court. This bond shall inure to the benefit of an and all persons, companies and corporations entitled to file claims under said act, so as to give a right of action to them or their assigns in any suite brought upon this bond. FURTHER, the said surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration or modification of the contract documents or of the work to be performed thereunder shall in any way affect its obligation on this bond and it does hereby waive notice of any such change, extension of time, alteration or modification of the contract documents or of work to be performed thereunder. LM- 1 As a part of the obligation secured thereby, and in addition to the face amount specified therefore, there shall be included costs and reasonable expenses and fees, including reasonable attorney's fees, incurred by City in successfully enforcing such obligation, all to be taxed as costs and included in any judgment rendered. IN WITNESS WHEREOF three (3) identical counterparts of this instrument, each of which shall for all purposes be deemed an original thereof, have been duly executed by the Principal and surety herein named on the day of ' 2013. The name and corporate seal of each corporate party being hereto affixed and these presents duly signed by its undersigned representatives pursuant to authority of its governing body. PRINCIPAL sy SURETY sy APPROVED AS TO FORM CITY ATTORNEY LM- 2 CITY OF SAN JUAN CAPISTRANO CITYWIDE SIGN REPLACEMENT PROGRAM GENERAL CONDITIONS SECTION 1 —STANDARD SPECIFICATIONS The contractor shall perform his work in accordance with the Standard Specifications for Public Works Construction, 2012 Edition including all supplemental editions and addendums, hereinafter referred to as the Standard Specifications. The Contractor shall maintain a copy of this book on the job-site at all times. Unless otherwise specified, errata and supplements to the Standard Specifications shall be part of these specifications. The provisions of the Standard Specifications shall be modified as indicated below: Change 1: Contract Termination "If at any time, in the opinion of the Public Works Director, Contractor fails to supply suitable equipment, an adequate working force, or material of proper quality, or shall fail in any respect to prosecute any work with the diligence and force specified and intended in and by the terms of the Contract, notice thereof in writing shall be served upon him, and should he neglect or refuse to provide means for satisfactory compliance with the contract, as directed by the Public Works Director, within the time specified in such notice, the City of San Juan Capistrano, in any such case, shall have the power to terminate all or any portion of the contract. Upon receiving notice of such termination, Contractor shall discontinue said work or such parts of it as the City of San Juan Capistrano may designate. Upon such termination, the Contractor's control shall terminate and thereupon the Members of the City Council, or its duly authorized representative, may take possession of all or any part of the Contractor's materials, tools, equipment, appliances, and plant, and buy such additional materials and supplies at the Contractor's expense as may be necessary for the proper conduct of the work and for completion thereof; or may employ other parties to carry the contract to completion, employ the necessary workmen, substitute other machinery or materials and purchase the materials contracted for, in such manner as the City of San Juan Capistrano may deem proper; or the Members of the City Council may annul and cancel the contract and re-let the work or any part thereof. Any excess of cost arising therefrom over and above the contract price will be charged against the Contractor and his sureties, who will be liable therefore. In the event of such termination, all money due the Contractor retained under the terms of this contract shall be forfeited to the City of San Juan Capistrano; but such forfeiture will not release the Contractor or the sureties from liability or failure to fulfill the contract. Contractor and sureties will be credited with the amount of monies so forfeited toward any excess of cost over and above the contract price, arising from the suspension of the operation of the contract and the completion of the work by the City of San Juan Capistrano as provided above, and the Contractor will be credited with any surplus remaining after all just claims for such completion have been paid." Change 2: Section 7-13 —Laws to be Observed GC - 1 Add: "All contractors and subcontractors shall comply with all sections of the Municipal Code of the City of San Juan Capistrano, especially Section: 6-3.06(b), (c), (d) and (e) and shall secure the services of the City's exclusive solid waste hauler for their solid waste handling needs." Change 3: Section 8—Facilities for City Personnel Delete this Section. Change 4: Section 2-9.3— Survey Services The Contractor will perform and be responsible for the accuracy of survey adequate for construction. The Contractor shall preserve construction survey stakes and marks for the duration of their usefulness. If any construction survey stakes are lost or disturbed and need to be replaced, such replacement shall be by the Contractor at his expense. The Contractor shall dig all holes necessary for line and grade stakes. Unless Otherwise specified, stakes will be set and stationed by the Contractor for roadway improvements, walls, fences, sewers, storm drains, structures and rough grade and a corresponding cut or fill to finished grade(or flowline)indicated on a grade sheet. Change 5: Section 7-10.2—Storageof Equipment and Materials in Public Streets Construction equipment and materials shall not be stored in streets, roads, highways or public right- of-way. All materials or equipment not installed or used in construction within the daily work period shall be stored elsewhere by the contractor at its expense. Construction equipment shall not be stored at the work site before its actual use on the work. Excavated material, except that which is to be used as backfill in the adjacent trench, shall not be stored in public streets, roads, highways or public right-of-way. After placing backfill, all excess material shall be removed immediately from the site. Contractor shall locate and obtain storage area in area of work. Should Contractor obtain permission from private land owner for use of private property for storage and staging of construction operations, materials and equipment, Contractor shall provide in writing to City Engineer letter stating use of land is approved prior to occupying said property. City will not provide storage or staging area for Contractors use. SECTION 2—TRAFFIC MANUAL The contractor shall also perform his work in accordance with the most recent edition of the California Manual on Uniform Traffic Control Devices(CA MUTCD). The Plans, Specifications, and other Contract Documents shall govern the Work. The Contract Documents are intended to be complementary and cooperative. Anything specified in the Specifications and not shown on the Plans, or shown on the Plans and not specified in the Specifications, shall be as though shown on or specified in both. GC - 2 The Plans shall be supplemented by such working drawings and shop drawings as are necessary to adequately control the Work. The Contractor shall ascertain the existence of any conditions affecting the cost of the Work through a reasonable examination of the Work site prior to submitting the Bid. Existing improvements visible at the Work site, for which no specific disposition is made on the Plans,but which interfere with the completion of the Work, shall be removed and.disposed of by the Contractor. The Contractor shall, upon discovering any error or omission in the Plans or Specifications, immediately call it to the attention of the Engineer. SECTION 3 —TERMS DEFINED Whenever in the said Standard Specifications the following terms are used, it is hereby provided that the following City departments or person shall be intended: AGENCY shall mean City of San Juan Capistrano whenever appropriate. BOARD shall mean the City Council of the City of San Juan Capistrano. ENGINEER shall mean City Engineer or other person(s) designated by same. SECTION 4—FLOW AND ACCEPTANCE OF WATER Surface or other waters may be encountered at various times during construction.. The Contractor, by submitting a proposal, acknowledges that he has investigated the risks arising from surface or other waters and has prepared his proposal accordingly. It shall be the sole responsibility of the Contractor to protect his work from danger due to any waters encountered. Should any damage to the work due to surface or other water occur prior to acceptance of the work by the City, the Contractor shall repair such damage at his expense. Contractor shall design and provide temporary pipe network and graded channels within work area to divert street run-off across and through work area. Piping system shall be sized to accept low flows, nuisance run off during grading operations. Drainage within graded dirt areas shall be designed with settling basins to capture sediment prior to entering City storm drain piping within Del Obispo Road. SECTION 5—WATER Water will be available from the City of San Juan Capistrano. Arrangements for temporary construction water services permit and water service may be made by contacting the City of San Juan Capistrano Utilities Department at (949) 487-4300 one week prior to need for service. All water facility construction shall conform to the "Standard Specifications," City of San Juan Capistrano Utilities Department,and"The Uniform Plumbing Code," 2010 Edition. GC - 3 SECTION 6—INSURANCE AND OVERHEAD COSTS The Contractor shall receive no direct compensation for insurance and overhead (move-in costs, for example)costs. Accordingly, these costs should be prorated to the appropriate proposal items. SECTION 7—PROTECTION OF EXISTING UTILITIES (UNDERGROUND SERVICE ALERT) The Engineer has endeavored to show all existing utilities. The Contractor must, however, take all due precautionary measures to protect all of the existing utilities. The Contractor shall have all utilities located by contacting the responsible agency at lease forty-eight (48) hours prior to commencing any construction work. The Contractor's attention is directed to the utility notification service provided by UNDERGROUND SERVICE ALERT (USA). USA member utilities will provide the Contractor with the locations of their substructures in the construction area when the Contractor gives at least forth-eight (48) hours notice to the USA by calling 1-800-422-4133. Other utility phone numbers are noted on Sheet 1 of the plans. Full compensation for conforming to the requirements of this section shall be considered as included in the contract proposal prices paid for the various items of work, and no additional compensation will be allowed therefore. SECTION 8—PROTECTION OF PRIVATE PROPERTY The Contractor must remain within the construction zone to the best of his ability. The Contractor must protect all existing private property improvements, unless otherwise shown on the Plans to be removed, relocated, or location of improvements require temporary demolition and replacement. Improvements shall be reconstructed in a timely manner equal to or better than the preconstruction condition and to the satisfaction of the owner. Prior to removal of any material including walks, walls, landscape shrubs and trees from private property Contractor shall meet with property owner and Agency Representative to review removal limits and impact to existing property. Contractor shall stake clearing limits on private property based on construction plans to review impacts with property owners. SECTION 9—CONSTRUCTION ZONE Contractor shall protect property and facilities adjacent to the construction zone, and all property and facilities within the construction zone which are shown on the plans to be protected. After completion of project, the construction zone shall be clean and in a presentable condition. All public- or privately-owned improvements and facilities shall be restored to their original condition and location. In the event improvements of facilities are damaged, they shall be replaced with new materials equal to the original. Nothing herein shall be construed to entitle the Contractor to the exclusive use of any public street, way or parking area during performance of the contract work, and Contractor shall conduct his operations so as not to interfere with the authorized work of utility companies or other agencies in such streets, way or parking areas. GC -4 The Contractor shall be responsible for investigating conditions of available public and private roads and of clearances, restrictions and other limitations affecting transportation and ingress and egress to the site of the work. In an emergency situation, such as a storm event, or when required by the County of Orange, Contractor shall remove all equipment as requested. SECTION 10—PRE-CONSTRUCTION COORDINATION MEETING Prior to the commencement of construction, arrangements will be made for a meeting between the Contractor, the Engineer, and involved utility representatives. The purpose of this meeting is to coordinate the activities of the Contractor within the limits of this contract, review scheduling, discuss construction methods and clarify inspection procedures. The Contractor will be required to submit a complete schedule in the attached form showing the number of working days required to complete each phase of the project. This schedule shall be approved by the City Engineer prior to the start of construction. SECTION 11 —PROJECT SITE MAINTENANCE Water Pollution Control No person shall commence or continue any construction project in the CITY that causes the disturbance of existing ground by clearing, grading, saw cutting, or excavating without obtaining a permit from the CITY. The CONTRACTOR shall be informed regarding, and shall adhere to, the requirements of the State Water Resources Control Board and the San Diego Regional Water Quality Control Board(RWQCB). All work shall be performed in accordance with: 1. The National Pollutant Discharge Elimination System (NPDES) General Permit for Storm Water Discharges Associated with Construction Activity (General Permit) (when applicable), Water Quality Order 99-08-DWQ,NPDES No. CAS000002 and subsequent modifications, which can be found on the internet at: hqp://www.waterboards.ca.gov/stormwtr/construction.html 2. The Waste Discharge Requirements for Discharges of Urban Runoff from the Municipal Separate Storm Sewer Systems (MS4s) Water Quality Order No. R9-2002-0001, NPDES NO. CAS0108740;and any subsequent modifications thereof, The following requirements shall apply to all projects undergoing construction in the CITY. The requirements set forth below shall apply at the time of demolition of an existing structure or construction. 1. The CONTRACTOR shall prepare a Storm Water Pollution Prevention Plan (SWPPP) for the project construction activities in accordance with City Requirements and State of California standards. CONTRACTOR shall submit SWPPP to City for review and approvals. Once SWPP is approved, by City, Contractor shall file notice of Intent and pay all fees to State for construction permits. The CONTRACTOR shall implement of an effective combination of GC - 5 erosion and sediment controls, waste and materials management controls, and other BMPs, as required to minimize transport of pollutants from the site to streets, drainage facilities or adjoining property by wind or runoff,to the maximum extent practicable. If the Engineer determines that the CONTRACTOR'S measures are not adequate, the CONTRACTOR shall provide whatever additional measures are required to achieve compliance. 2. The CONTRACTOR shall designate a qualified person who is trained and competent in the use of Best Management Practices (BMP's) and who shall be on the site daily, although not necessarily full time, to evaluate the conditions of the site with respect to storm water pollution prevention. This person shall ensure the implementation of the conditions of the City of San Juan Capistrano, the Contract Documents, the City's Local water quality ordinance (www.sanjuancapistrano.org), and other State and local regulations and ordinances with respect to control of erosion, sediment and other forms of water pollution, as well as other waste management regulations. Further, this person shall be responsible for monitoring weather and implementation of any emergency plans as needed. The weather shall be monitored on a five- day forecast plan and a full BMP protection plan shall be activated when a 40%chance of rain is forecasted. This person shall also be responsible for overseeing the general project operations and evaluating the effectiveness of the BMP's. This person shall modify the BMP's as necessary to keep the project site in compliance. This person or other designated site management staff shall be responsible to inspect the BMP's routinely and ensure maintenance measures are implemented. 3. The CONTRACTOR shall educate all employees,subcontractors, and suppliers about storm water BMPs and water pollution controls required during various construction activities to prevent the impact of construction discharges. The CONTRACTOR shall ensure that all personnel are trained in basic urban runoff management. A list of attendees and copies of the educational materials shall be kept on file at the site and submitted to the Engineer at the conclusion of each training session, upon request. 4. The CONTRACTOR shall protect with BMPs, such as gravel bags and filter fabric or other BMP approved by the CITY,all new and existing storm water conveyance system structures and other facilities from sedimentation or other related construction debris and discharges, or by any other equal product that is approved by the Engineer. 5. No washing of construction or other industrial vehicles shall be allowed adjacent to a construction site. No water from washing vehicles on a construction site is allowed to run off into the CITY'S storm drain system, including the streets and gutters. 6. The CONTRACTOR shall prevent any discharge of concrete rinse water, saw, cutting and cold milling materials, and other pollutant into a stormwater conveyance facility with physical barriers. Polluted discharges are prohibited from entering the storm drain system, including the streets and gutters. 7. Any sediments or other materials, which are not retained on the site shall be removed the same day prior to leaving the site. Where determined necessary by the Engineer or his or her designated representative,a temporary sediment barrier shall be installed. 8. On an emergency basis only,plastic covering may be utilized to prevent erosion of an otherwise unprotected area, along with runoff devices to intercept and effectively convey the runoff to the GC - 6 storm drain system after elimination of contaminants. These measures cannot be used for a duration longer than 48 hours unless specifically approved by the CITY. 9. Drainage controls shall be utilized at all project locations. Nuisance flow resulting from landscaping and irrigation runoff(if applicable) shall be retained on-site the extent of proposed construction activities. 10. CONTRACTOR shall refer to and be familiar.with the most recent edition of the Construction BMP Handbook, produced and published by the California Stormwater Quality Association at www.caBMPhandbooks.com . This document can be used for specific guidance on selecting best management practices for reducing pollutants in storm water discharges from construction activities. 11. Littering. No person shall throw, deposit, place, leave, maintain, keep or permit to be thrown, deposited, placed, left or maintained or kept, any refuse, rubbish, garbage, broken concrete, or any other discarded or abandoned, articles or accumulations, in or upon any street, alley, sidewalk, storm drain,inlet, catch basin conduit or drainage structure,business place,or upon any public or private plot of land in the CITY, so that the same might be or become a pollutant, except in containers,recycling bags,or other lawfully established waste disposal facilities. 12. At least 24 hours in advance of any storm event where the probability of rain is 40 percent or greater, all BMPs that are installed in the curb and gutter, in front of or on a storm drain catch basin,or around storm drain drop inlets are to be removed to prevent blocking of any storm drain or impede drainage. This does not relieve the CONTRACTOR'S obligation to prevent silt, sediment, or any other pollutant from entering the storm drain system as a result of work activities. 13. During the dry season (May 1 through September 30 each year), the CONTRACTOR shall inspect at least weekly all pollutant control measures installed to mitigate construction activities during the dry season. For the duration of the project, the CONTRACTOR shall submit, with each progress payment request, documentation that these pollutant control measures were inspected,including detailed inspection reports. 14. During the rainy season (October 1st through April 30th each year), the CONTRACTOR shall inspect at least daily all pollutant control measures, and inspect before and after every rain event and every 24 hours during any prolonged rain event. The CONTRACTOR. shall implement special maintenance measures as required to meet all requirements at CONTRACTOR'S expense. At the conclusion of any rain event, the CONTRACTOR shall immediately repair all pollutant control measures. For the duration of the project, the CONTRACTOR shall submit, with each progress payment request, documentation that these pollutant control measures were inspected, including detailed inspection reports, and a list of BMP's that were found to be inadequate. 15. The CONTRACTOR shall perform routine maintenance of all pollution control measures continuously for the duration of the project. The CONTRACTOR shall implement special maintenance measures before and after every rain event and every 24 hours during any prolonged rain event. The CONTRACTOR shall maintain and repair all pollutant control measures as soon as possible after the conclusion of each rain event as worker safety allows. For the duration of the project, the CONTRACTOR shall submit, with each progress payment request, documentation that these pollutant control measures were maintained, including detailed GC - 7 inspection reports, work orders on daily routine work and special maintenance work that was performed,and a list of BMP's that were found to be inadequate. 16. Upon completion of project construction and acceptance of project by City, Contractor shall file Notice of Termination with State of California for construction operations. The CONTRACTOR shall monitor the project site for unmitigated non-stormwater discharge 24 hours and day, 7 days a week, throughout the duration of the project construction. If an unmitigated non- stormwater discharge leaves the project site at any time, the CONTRACTOR shall immediately stop all the activity causing the discharge and mitigate the discharge. The CONTRACTOR shall also immediately notify the Engineer of the discharge. As soon as practical, any and all waste material, sediment, debris or other pollution from any discharge shall be removed from the drainage system by the CONTRACTOR. The CONTRACTOR shall adhere to reporting requirements as identified in the General Permit for Construction Water Quality Order 99-08-DWQ,NPDES No. CAS000002. Whenever an authorized inspector has reasonable cause to believe that there exists on the construction site any condition, which constitutes an impact to human or environmental health (as defined in the CITY's stonnwater program), or if CONTRACTOR is notified of required corrections and does not correct in the amount of time provided and/or violation of the provisions of the requirements herein, the permit will cause to be in effect, and all construction works on the site shall be terminated at the CONTRACTOR'S expense. The CONTRACTOR shall conform to all Stormwater control BMPs designated by the Engineer, in accordance with the recommendations and specifications set forth in the Stormwater NPDES,and as outlined herein in this Contract Document. SECTION 12—PRESERVATION OF SURVEY MONUMENT Effective January 1, 1995, AB 1414 "Preservation of Survey Monumentation Compliance with Section 8771 of the Business and Professional Code" provides for the preservation of Survey Monuments in construction projects. This legislation mandates that prior to construction monuments are to be referenced in the field and "Corner Records"prepared for filing in the Office of the County Surveyor. It also mandates that after construction, monuments are to be reset and "Corner Records"filed with the County Surveyor. This must be done prior to certifying completion of a project. The City requires monumentation preservation on all capital improvement projects where monumentation points are present and the contractor shall be responsible for submitting proper documentation to the Office of the County Surveyor in compliance with AB 1414. Project finalization, Notice of Completion and/or release of retention shall be contingent upon obtaining documentation from the contractor's project surveyor or engineer that monuments have been set or restored and Corner Records filed with, and to, the satisfaction of the County Surveyor. All costs necessary to comply with this legislation shall be allocated to the appropriate proposal item. SECTION 13 —MONUMENTATION IDENTIFICATION In accordance with the Professional Land Surveyor Act, Section 8772, any monument set by a licensed land surveyor or registered civil engineer to mark or reference a point on a property or land line shall be permanently and visibly marked or tagged with the certificate number of the surveyor GC - 8 or civil engineer setting it, each number to be preceded by the letters "I..S." or "R.C.E.," respectively, as the case may be or, if the monument is set by a public agency, it shall be marked with the name of the agency and the political subdivision it serves. Nothing in this section shall prevent the inclusion of other information on the tag which will assist in the tracing or location of the survey records which relate to the tagged monument. Centerline ties filed with the Orange County Surveyor will be checked for compliance with this law. SECTION 14—INDEMNIFICATION Contractor hereby releases and agrees to indemnify, defend, and hold harmless the City of San Juan Capistrano, and the County of Orange their parent and subsidiary companies, agents, employees, consultants and representatives for any and all damage to persons and property or wrongful death regardless of whether or not such claim, damage, loss or expense is caused in whole or in part by the negligence, active or passive, of the City of San Juan Capistrano, and the County of Orange, their parent and subsidiary companies, as well as their agents and employees, excepting only the sole negligence of the City of San Juan Capistrano, and the County of Orange, their parent or subsidiary companies and their agents and employees to the fullest extent permitted by law. Such indemnification shall extend to all claims, demands, actions or liability for injuries, death or damages occurring after completion of the project, as well as during the work's progress. Contractor further agrees that it shall accomplish the above at its own cost, expense and risk exclusive of and regardless of any applicable insurance policy or position taken by any insurance company regarding coverage. SECTION 15—JOBSITE SAFETY Contractor acknowledges responsibility for jobsite safety and acknowledges that the engineer will not have any such responsibility. To the fullest extent permitted by law, the Contractor shall indemnify, defend and hold the City of San Juan Capistrano, and the County of Orange, their parent companies, subsidiaries, agents, and employees from and against all claims, damages, losses and expenses, including but not limited to attorney fees and claim costs, arising out of or resulting from performance of work by the Contractor, its subcontractors, or their agents and employees, which results in damage to persons or property including wrongful death regardless of whether or not such claim, damage, loss or expense is caused in whole or in part by the negligence, active or passive, of the City of San Juan Capistrano, and the County of Orange, their parent and subsidiary companies, as well as their agents and employees, excepting only the sole negligence of the City of San Juan Capistrano and the County of Orange, their parent or subsidiary companies and their agents and employees. SECTION 16—HOURS OF WORK The City of San Juan Capistrano construction work hours are: Monday through Friday: 7 a.m.—5 p.m. Saturday: 8:30 a.m.—4:30 p.m. Sunday None Federal Holidays None GC - 9 CITY OF SAN JUAN CAPISTRANO CITYWIDE SIGN REPLACEMENT PROGRAM DETAIL SPECIFICATIONS AND METHOD OF PAYMENT BID ITEM 1 —MOBILIZATION Mobilization shall include the costs incurred by the Contractor for providing bonds, insurance, permits, and licenses as required; initial move-in costs of labor, equipment, tools, materials and incidentals; all subsequent move-in and move-out costs for construction of the different items of work required by either the Contractor's operations or due to the coordination required by the Contractor with subcontractors, utility agency work, and all the preparatory work and operations for which no separate bid item is provided in the proposal. Contractor is responsible for furnishing, installing, and maintaining all storage buildings or sheds required for temporary storage of products, equipment, or materials that have not yet been installed and removed in the Work. All such storage shall meet manufacturer's specified storage requirements, and the specific provisions of the specifications, including temperature and humidity control, if recommended by the manufacturer, and for all security. Measurement and Payment — Mobilization (including demobilization) will be paid for at the Contract Lump Sum Price in accordance with Section 9-3 of the Standard Specifications. The lump sum price shall be considered full compensation for furnishing all labor, materials, tools, equipment, apparatus and incidentals for doing all the work required. Payment shall be considered full compensation for obtaining all business licenses and permits, as required for the entire project, from all related agencies including but not limited to utility companies, private and public agencies. The compensation shall include compliance with the requirements specified in those licenses and permits; and incidentals necessary to perform all related items of work. The price listed in the bid proposal shall not exceed 10% of the total of all bid items listed in the bid proposal. Progress payments for mobilization and preparatory work will be made as follows: a. For the first progress payment (after the Contractor's acceptance of the Notice to Proceed), 40%of the amount bid for mobilization and preparatory work will be allowed. b. When 25% of the total-original contract amount is earned from other bid schedule items of work, an additional 20% of the amount bid for mobilization and preparatory work will be allowed. c. When 50% of the total original contract amount is earned from other bid schedule items of work, an additional 20% of the amount bid for mobilization and preparatory work will be allowed. d. When 75% of the total original contract amount is earned from other bid schedule items of work, an additional 10% of the amount bid for mobilization and preparatory work will be allowed. e. When 90% of the total original contract amount is earned from other bid schedule items of work, an additional 10% of the amount bid for mobilization and preparatory work will be allowed. BID ITEM 2 — REMOVE AND REPLACE EXISTING SIGNS SUPPORTS AND MOUNTING HARDWARE FOR MAINTENANCE ZONE 1 DS - 1 Removal and replacement of existing signs and mounting hardware for Maintenance Zone 1 shall consist of removal and replacement of all signs and mounting hardware, as identified in Appendix Al. All signs, with the exception of D3 street name signs, shall be replaced per CA MUTCD sign codes. D3 signs shall be replaced per City of San Juan Capistrano Standard Plan No. 600. Removal and replacement of existing supports for the Maintenance Zone 1 shall consist of removal of supports that are in "critical" or "fair" condition, removal of"U-Channel" supports, removal of "Wood Post" supports, and removal of"Round" supports that are not attached to a D3 street name sign, and as identified in Appendix Al for all supports in Maintenance Zone 1. All supports shall be replaced by "Square" supports, with the exception of supports for D3 street name signs. Removal and replacement of existing supports for D3 signs shall consist of removal of supports that are that are in "critical" or "fair" condition, and shall be replaced per City of San Juan Capistrano Standard Plan No. 600. Removal and replacement of existing signs and mounting hardware for the Los Rios District shall consist of removal and replacement of all signs and mounting hardware, as identified in Appendix B I. All signs, with the exception of D3 street name signs, shall be replaced per CA MUTCD sign codes. D3 signs shall be replaced per City of San Juan Capistrano Standard Plan No. 600. Removal and replacement of existing supports for the Los Rios District shall consist of removal of supports that are that are in "critical" or "fair" condition, removal of "U-Channel" supports, removal of"Square" supports, and removal of"Round" supports that are not attached to a D3 street name sign, and as identified in Appendix B 1 for all supports in the Los Rios District. All supports shall be replaced by"Wood.Post" supports, with the exception of supports for D3 street name signs. Removal and replacement of existing supports for D3 signs shall consist of removal of supports that are that are in "critical" or "fair" condition, and shall be replaced per City of San Juan Capistrano Standard Plan No. 600. Measurement and Payment—Removal and replacement of existing signs, supports, and mounting hardware for Maintenance Zone 1 shall be paid for at the Contract Lump Sum Price. The lump sum price shall be considered full compensation for furnishing all labor, materials, tools, equipment, apparatus and incidentals for doing all work required as specified and no additional compensation shall be made therefore. BID ITEM 3 — REMOVE AND REPLACE EXISTING SIGNS SUPPORTS AND MOUNTING HARDWARE FOR MAINTENANCE ZONE 2 Removal and replacement of existing signs and mounting hardware for Maintenance Zone 2 shall consist of removal and replacement of all signs and mounting hardware, as identified in Appendix Cl. All signs, with the exception of D3 street name signs, shall be replaced per CA MUTCD sign codes. D3 signs shall be replaced per City of San Juan Capistrano Standard Plan No. 600. Removal and replacement of existing supports for the Maintenance Zone 2 shall consist of removal of supports that are in "critical" or "fair" condition, removal of"U-Channel" supports, removal of "Wood Post" supports, and removal of"Round" supports that are not attached to a D3 street name sign, and as identified in Appendix Cl for all supports in Maintenance Zone 2. All supports shall be replaced by "Square" supports, with the exception of supports for D3 street name signs. Removal and replacement of existing supports for D3 signs shall consist of removal of supports that DS -2 are that are in "critical" or "fair" condition, and shall be replaced per City of San Juan Capistrano Standard Plan No. 600. Measurement and Payment—Removal and replacement of existing signs, supports, and mounting hardware for Maintenance Zone 2 shall be paid for at the Contract Lump Sum Price. The lump sum price shall be considered full compensation for furnishing all labor, materials, tools, equipment, apparatus and incidentals for doing all work required as specified and no additional compensation shall be made therefore. BID ITEM 4 — REMOVE AND REPLACE EXISTING SIGNS SUPPORTS AND MOUNTING HARDWARE FOR MAINTENANCE ZONE 3 Removal and replacement of existing signs and mounting hardware for Maintenance Zone 3 shall consist of removal and replacement of all signs and mounting hardware, as identified in Appendix D 1. All signs, with the exception of D3 street name signs, shall be replaced per CA MUTCD sign codes. D3 signs shall be replaced per City of San Juan Capistrano Standard Plan No. 600. Removal and replacement of existing supports for the Maintenance Zone 3 shall consist of removal of supports that are in "critical" or "fair" condition, removal of"U-Channel" supports, removal of "Wood Post" supports, and removal of"Round" supports that are not attached to a D3 street name sign, and as identified in Appendix DI for all supports in Maintenance Zone 3. All supports shall be replaced by "Square" supports, with the exception of supports for D3 street name signs. Removal and replacement of existing supports for D3 signs shall consist of removal of supports that are that are in "critical" or "fair" condition, and shall be replaced per City of San Juan Capistrano Standard Plan No. 600. Measurement and Payment—Removal and replacement of existing signs, supports, and mounting hardware for Maintenance Zone 3 shall be paid for at the Contract Lump Sum Price. The lump sum price shall be considered full compensation for furnishing all labor, materials, tools, equipment, apparatus and incidentals for doing all work required as specified and no additional compensation shall be made therefore. BID ITEM 5 — REMOVE AND REPLACE EXISTING SIGNS SUPPORTS AND MOUNTING HARDWARE FOR MAINTENANCE ZONE 4 Removal and replacement of existing signs and mounting hardware for Maintenance Zone 4 shall consist of removal and replacement of all signs and mounting hardware, as identified in Appendix E 1. All signs, with the exception of D3 street name signs, shall be replaced per CA MUTCD sign codes. D3 signs shall be replaced per City of San Juan Capistrano Standard Plan No. 600. Removal and replacement of existing supports for the Maintenance Zone 4 shall consist of removal of supports that are in "critical" or "fair" condition, removal of"U-Channel" supports, removal of "Wood Post" supports, and removal of"Round" supports that are not attached to a D3 street name sign, and as identified in Appendix E1 for all supports in Maintenance Zone 4. All supports shall be replaced by "Square" supports, with the exception of supports for D3 street name signs. Removal and replacement of existing supports for D3 signs shall consist of removal of supports that are that are in "critical" or "fair" condition, and shall be replaced per City of San Juan Capistrano Standard Plan No. 600. DS - 3 Measurement and Payment— Removal and replacement of existing signs, supports, and mounting hardware for Maintenance Zone 4 shall be paid for at the Contract Lump Sum Price. The lump sum price shall be considered full compensation for furnishing all labor, materials, tools, equipment, apparatus and incidentals for doing all work required as specified and no additional compensation shall be made therefore. BID ITEM 6 — REMOVE AND REPLACE EXISTING SIGNS, SUPPORTS, AND MOUNTING HARDWARE FOR MAINTENANCE ZONE 5 Removal and replacement of existing signs and mounting hardware for Maintenance Zone 5 shall consist of removal and replacement of all signs and mounting hardware, as identified in Appendix Fl. All signs, with the exception of D3 street name signs, shall be replaced per CA MUTCD sign codes. D3 signs shall be replaced per City of San Juan Capistrano Standard Plan No. 600. Removal and replacement of existing supports for the Maintenance Zone 5 shall consist of removal of supports that are in "critical" or "fair" condition, removal of"U-Channel" supports, removal of "Wood Post" supports, and removal of"Round" supports that are not attached to a D3 street name sign, and as identified in Appendix F1 for all supports in Maintenance Zone 5. All supports shall be replaced by "Square" supports, with the exception of supports for D3 street name signs. Removal and replacement of existing supports for D3 signs shall consist of removal of supports that are that are in "critical" or "fair" condition, and shall be replaced per City of San Juan Capistrano Standard Plan No. 600. Measurement and Payment—Removal and replacement of existing signs, supports, and mounting hardware for Maintenance Zone 5 shall be paid for at the Contract Lump Sum Price. The lump sum price shall be considered full compensation for furnishing all labor, materials, tools, equipment, apparatus and incidentals for doing all work required as specified and no additional compensation shall be made therefore. BID ITEM 7 — REMOVE AND REPLACE EXISTING SIGNS SUPPORTS AND MOUNTING HARDWARE FOR MAINTENANCE ZONE 6 Removal and replacement of existing signs and mounting hardware for Maintenance Zone 6 shall consist of removal and replacement of all signs and mounting hardware, as identified in Appendix G1. All signs, with the exception of D3 street name signs, shall be replaced per CA MUTCD sign codes. D3 signs shall be replaced per City of San Juan Capistrano Standard Plan No. 600. Removal and replacement of existing supports for the Maintenance Zone 6 shall consist of removal of supports that are in "critical' or "fair" condition, removal of"U-Channel" supports, removal of "Wood Post" supports, and removal of"Round" supports that are not attached to a D3 street name sign, and as identified in Appendix G1 for all supports in Maintenance Zone 6. All supports shall be replaced by "Square" supports, with the exception of supports for D3 street name signs. Removal and replacement of existing supports for D3 signs shall consist of removal of supports that are that are in "critical' or "fair" condition, and shall be replaced per City of San Juan Capistrano Standard Plan No. 600. Measurement and Payment—Removal and replacement of existing signs, supports, and mounting hardware for Maintenance Zone 6 shall be paid for at the Contract Lump Sum Price. The lump sum price shall be considered full compensation for furnishing all labor, materials, tools, equipment, DS - 4 e apparatus and incidentals for doing all work required as specified and no additional compensation shall be made therefore. BID ITEM 8—UPDATE CITYWIDE SIGN INVENTORY ON 3M FAST TOOLS SYSTEM Update of the Citywide Sign Inventory on 3M Fast Tools System shall include all costs incurred by the contractor to update the sign, support, and hardware sign inventory as signs are replaced. Contractor is required to completely update the zone in which signs have been replaced, in 3M Fast Tools System, prior to starting the update on the next zone. Progress payments will not be made on incomplete updates of the inventory. Measurement and Payment — Update of the Citywide Sign Inventory on 3M Fast Tools System shall be paid for at the Contract Lump Sum Price. The lump sum price shall be considered full compensation for furnishing all labor, materials, tools, equipment, apparatus and incidentals for doing all work required as specified and no additional compensation shall be made therefore. Progress payments for Update of the Citywide Sign Inventory on 3M Fast Tools System will be made as follows: a. When any single Maintenance Area Zone inventories are updated and the update have been checked/approved by City staff, 15% of the amount bid for Update of the Citywide Sign Inventory on 3M Fast Tools System will be allowed. b. When any two Maintenance Area Zone inventories are updated and the update have been checked/approved by City staff, an additional 15%, and up to 30% of the amount bid for Update of the Citywide Sign Inventory on 3M Fast Tools System will be allowed. c. When any three Maintenance Area Zone inventories are updated and the update have been checked/approved by City staff, an additional 15%, and up to 45% of the amount bid for Update of the Citywide Sign Inventory on 3M Fast Tools System will be allowed. d. When any four Maintenance Area Zone inventories are updated and the update have been checked/approved by City staff, an additional 15%, and up to 60%, of the amount bid for Update of the Citywide Sign Inventory on 3M Fast Tools System will be allowed. e. When any five Maintenance Area Zone inventories are updated and the update have been checked/approved by City staff, an additional 15%, and up to 75%, of the amount bid for Update of the Citywide Sign Inventory on 3M Fast Tools System will be allowed. f. When all Maintenance Area Zones are updated and the update have been checked/approved by City staff, an additional 20%, and up to 95%, of the amount bid for Update of the Citywide Sign Inventory on 3M Fast Tools System will be allowed. INCIDENTALS The following items are considered incidentals to the bid items shown above and will not be paid for separately. Accordingly, these costs should be prorated to the appropriate bid items. A. REMOVAL, STORAGE, AND DISPOSAL OF MATERIAL Removal and disposal of materials shall include removal and disposal of existing, signs, supports, hardware, concrete, wood posts, metal posts, brackets, mounting straps and other miscellaneous materials encountered for removal and replacement of existing signs. DS - 5 Measurement and Payment — Full compensation for conforming to the requirements of this item shall include all labor, materials, tools and equipment necessary to carry out the work as specified here-in. Payment for this work shall be considered as included in various items of work and no additional compensation will be allowed. DS - 6 CITY OF SAN JUAN CAPISTRANO CITYWIDE SIGN REPLACEMENT PROGRAM SUPPLEMENTAL PROVISIONS SECTION 201 - CONCRETE, MORTAR, AND RELATED MATERIALS 201-1 PORTLAND CEMENT CONCRETE 201-1.1.2 Concrete Specified by Class and Alternate Class. All concrete used within the right-of-way shall be 560-C-3250 SECTION 204 -LUMBER AND TREATMENT WITH PRESERVATIVES 204-1 LUMBER AND PLYWOOD Add the following section: 204-1.1.2.1 Douglas fir Post Signs to be mounted on wood posts shall mount to a 4'x4' No. 1 grade pressure treated Douglas fir. SECTION 206-MISCELLANEOUS METAL ITEMS Add the following section: 206-7 ROADSIDE SIGNS 206-7.1 Sign Panel Aluminum panel shall be 6061-T6 alloy 206-7.2 Street Name Signs Street Name Signs shall be installed per City of San Juan Capistrano Standard Plan No. 600. 206-7.3 Light Steel Tube Posts. Signs designated to be mounted to square steel tube posts shall be installed on 12-gage cold-rolled steel perforated tubing posts with break-away base, "Telespar" or approved equal shall be used with the exception of those signs located in the"Los Rios Historic District". Tube posts shall have a galvanized finish and shall be cold-roll-formed steel conforming to ASTM A-446, Grade A. Galvanizing shall conform to ASTM A-525, Designation G-90. Galvanizing shall be performed after all forming and punching operations have been completed. Cold-rolled steel perforated tubing shall be performed on all four faces with 7/16"holes on 1" centers. SP - 1 Add the following section: 206-8 SIGN HARDWARE 206-8.1 Rivets Signs mounted on steel tube posts shall be mounted and secured in place with two (2) 5/16" Stainless Steel Universal Head Drive Rivets 206-8.1 Connecting Bands,Buckles,Brackets Signs mounted on street lights, traffic signal mast arms, shall be mounted and secured in place with 3/4" width stainless steel band straps, buckles and stainless steel "brack-its" brackets manufactured by BAND-IT® or approved equal. SP -2 CITY OF SAN JUAN CAPISTRANO CITYWIDE SIGN REPLACEMENT PROGRAM SHEETING SPECIFICATIONS 1.0 SCOPE This provisional specification covers flexible white or colored, Super-High Efficiency Full Cube Retro-reflectivity Sheeting, herein after called sheeting, tape and related processing materials designed to enhance nighttime visibility of traffic control signs and devices. The sheeting shall consist of full cube prismatic lens elements with a distinctive interlocking diamond seal pattern visible from a the face of a smooth surface. The sheeting shall have a pre-coated adhesive protected by an easily removable liner. The sheeting shall be part of a family of matched component products required for the manufacturing and imaging of traffic control signs as described in Section 4 of the Sign Specifications. 2.0 CLASSIFICATION AND CONFORMANCE The sheeting shall conform to ASTM D 4956-05 as modified by this provision. 3.0 PROCESS COLORS 3.1 The manufacturer of the sheeting shall manufacture and offer process colors in standard traffic colors, clears and thinners recommended for the sheeting to meet the performance requirements of this specification. 3.2 The process colors shall be a single line of traffic colors which may be applied before and after sheeting is applied to a substrate, require no component premixing, and will air dry for packing with proper ventilation in 3 hours or less and require no clear coating. 4.0 OVERLAY FILMS The sheeting manufacturer shall also manufacture colored acrylic imaging films and clear protective overlays, which are compatible with the sheeting, and when used in accordance with the sheeting manufacturer's instructions, shall not lessen the warranty term as described in Section 7.2 if the Sign Specifications. 5.0 TEST PANELS Unless otherwise specified herein, sheeting shall be applied to test panels in accordance with ASTM 4956-05 Section 7.2 and test conditions shall conform to ASTM 4956-05 Section 7.1. SS - 1 6.0 SIGN REQUIREMENTS 6.1 Color Requirements 6.1.1 Colors Colors shall be as specified and shall conform to the requirements of ASTM 4956-05, Table 17. Luminance factors shall conform to Table 10 for ordinary colors and Table 14 for fluorescent colors. 6.1.1.1 OrdinaryColors Conformance to standard chromaticity (x,y) and luminance factor (Y%) requirements shall be determined by instrument method in accordance with ASTM E 1164 on sheeting applied to smooth aluminum test panels cut from Alloy 6061-T6 or 5052-H37. 6.1.1.2 Fluorescent Colors Conformance to standard chromaticity (x,y) and luminance factor (Y%) requirements shall be determined by instrument method in accordance with ASTM E 991 on sheeting applied to smooth aluminum test panels cut from Alloy 6061-T6 or 5052-1137. The values shall be determined 6.2 Coefficient of Retroreflection Conformance to minimum requirements for Retroreflection is determined as follows: 6.2.1 Sampling Three (3) 8"x8" samples spaced evenly across and down a representative piece of sheeting shall be taken. The Coefficient of Retroreflection(Ra) shall be determined for each of the three samples per ASMT E810. The average of the three values shall comply with the stated minimum table value and no single sample shall be less that 80%of the table value. 6.2.2 Observation Angles The observation angles shall be 0.2°, 0.5°, and 1.0°. 6.2.3 Entrance Angles The entrance angles shall be-4.0° and 30.0°. 6.2.4 Transparent Overlay Films on White Sheeting SS -2 For screen printed transparent colored areas or transparent colored overlay films on which sheeting, the coefficients of Retroreflection shall not be less than 70%of the values for corresponding color in Table 1 6.3 Fractional Retroreflectance The optical design of the sheeting shall be such that when measure at an entrance angle of-0.4° the fractional retroreflectance within a 2° observation angle cone, as defined in ASTM E808 as R,with amax 2',is at least 55%. Table 1 Minimum Coefficient of Retroreflection (cd/lux/m2) White -4 30 Blue -4 30 . „-,0.2 570 215 X0,2 26 10 400 1500 18 6.8 1:q 120 45 10 :< 5.4 2 Yellow FYG -4 ` 30 0.2 ` 425 160 D 2rtt 455 170 300 112 D 5 320 120 1.0 90 34 1`0. '•" 96 36 Red -4 30 FY -4 30 0.2 114 43 0 2 340 130 80 30 :OySx ,' 240 90 a 1.0 24 9 10 " 72 27 Green 30 FO -4 30 0:3 57 21 D 2 1 ,- 170 64 0.5 40 15 0 5 120 45 1.0 12 4.5 10 :s' 36 14 6.4 Color Processing The retroreflectivity sheeting shall be designed to work in concert with recommended imaging systems. Color processing with compatible transparent and opaque process colors shall be possible in accordance with the sheeting manufacturer's recommendation at temperatures of 60° to 100°F (16°-38°C) and relative humidity of 20% to 80%. The sheeting shall be heat resistant and permit force curing without staining of applied or unapplied sheeting at temperatures recommended by the sheeting manufacturer. SS - 3 6.5 Shrinkage The retroreflective sheeting shall comply with the shrinkage requirements contained in ASTM D 4956-05 Section 6.6. 6.6 Adhesive The retroreflective sheeting shall comply with the liner removal and adhesion requirements contained in SATM D 4956-05 Sections 6.8 and 6.9 respectively. 6.7 Optical Stability Three samples of retroreflective sheeting applied to test panels and conditioned as in Section 5.0 if the Sign Specifications shall each first have their photometric properties characterized by measuring the coefficients of retroreflection in accordance with ASM E810 at all test geometrics shown in Table 1. These panels shall then be exposed in an air circulating oven at 160° f 5°F (71f 5° Q for a period of 24 hours. After exposure the panels shall be allowed to condition according to the provisions of Section 5.0. These panels will again be characterized for photometric properties by measuring the coefficients of retroreflection at all test geometric measure before exposure. The coefficients of retroreflection measure after exposure shall be between 85%and 115% of the values measure before exposure of the three samples. 6.8 Fungus Resistance The retroreflective sheeting shall comply with the supplementary requirements contained in Section S 1 of ASTM D4956-05. 6.9 General Characteristics and Packaging The retroreflective sheeting as supplied shall be of good appearance, free from ragged edges, cracks and extraneous materials and shall be furnished in either rolls or sheets. When furnished in continuous rolls, the number of splices shall not be more than two per 50 yards of material, with a maximum of three pieces in any 50- yard length. Splices shall be butted or overlapped and shall be suitable for continuous application as furnished. The sheeting shall be packaged in accordance with commercially acceptable standards.. Each carton shall clearly stipulate the brand, quantity, size, lot or run number, color and type adhesive. Stored under normal conditions the retroreflective sheeting as furnished shall be suitable for use for a minimum of one year. SS - 4 7.0 PERFORMANCE REQUIREMENTS AND OBLIGATIONS 7.1 Certification The sheeting manufacturer shall submit with each lot or shipment, certification that state the material supplied will meet all the requirements listed herein. 7.2 Field Performance Requirements 7.2.1 For Permanent Signing—Ordinary Colors Sheeting manufactured of ordinary colors and processed and applied to sign blank materials in accordance with sheeting manufacture's recommendations, shall perform effectively for at least 12 years. The retroreflective sheeting will be considered unsatisfactory if it has deteriorated due to natural causes to the extent that: (1) The sign is ineffective for its intended purpose when viewed from a moving vehicle under normal day and night driving condition; or (2) The coefficient of retroreflection is less than the minimum specified for that sheeting during the period listed. A. 80% of values listed in Table 1 for up to 7 years and B. 70% of the values listed in Table 1 up to 12 years. Failure of process colors or overlay films provided and/or sold for use on recommended sheeting shall constitute a failure of the sign and shall be replaced under the manufacturer's replacement obligations as stated in Section 7.3 of the Sign Specifications. 7.2.2 For Permanent Signing—Fluorescent Colors Sheeting manufactured of fluorescent colors and processed and applied to sign blank materials in accordance with sheeting manufacture's recommendations, shall perform effectively for at least 12 years. The retroreflective sheeting will be considered unsatisfactory if it has deteriorated due to natural causes to the extent that: (1) The sign is ineffective for its intended purpose when viewed from a moving vehicle under normal day and night driving condition; or (2) The coefficient of retroreflection is less than the minimum specified for that sheeting during the period listed. A. 80% of values listed in Table 1 for up to 7 years and B. 70% of the values listed in Table 1 up to 12 years. SS - 5 Failure of process colors or overlay films provided and/or sold .for use on recommended sheeting shall constitute a failure of the sign and shall be replaced under the manufacturer's replacement obligations as stated in Section 7.3 of the Sign Specifications. All measurements shall be made after sign cleaning according to sheeting the manufacturer's recommendations. 7.2.3 For Temporary Signing—Fluorescent Orange Colors Sheeting manufactured of fluorescent orange colors and processed and applied to sign blank materials in accordance with sheeting manufacture's recommendations, is expected to perform for a minimum of three (3) years. The retroreflective sheeting will be considered unsatisfactory if it has deteriorated due to natural causes to the extent that: (1) The sign is ineffective for its intended purpose; or (2) Retains less than 50% of the coefficient of retroreflection values listed in Table 1 at 0.2° observation, -4° entrance (measured in accordance with ASTM E810) All measurements shall be made after sign cleaning according to sheeting the manufacturer's recommendations. Natural causes include effects of exposure to weather. Natural causes exclude (without limitation) damage from exposure to chemicals, abrasion and other mechanical damage (such as from fasteners used to mount the sign, collisions or mishandling), vandalism, or malicious mischief. 7.3 Sheeting Manufacturer's Replacement Obligation 7.3.1 For Ordinary Colors where it can be shown that retroreflective signs, supplied and used in according to the sheeting manufacturer's recommendations, have not met the performance requirements of Section 7.2 of the Sign Specifications, the sheeting manufacturer shall cover restoration costs as follows for sheeting shown to be unsatisfactory during: 7.3.1.1 For the entire twelve (12) years, the sheeting manufacturer will replace the sheeting required to restore the sign surface to its original effectiveness. 7.3.1.2 In addition, during the first seven (7) years the sheeting manufacturer will cover the cost of restoration of the sign surface to its original effectiveness at no cost to the City of San Juan Capistrano for materials and labor. 7.3.2 For fluorescent colors where it can be shown that retroreflective signs, supplied and used according to manufacturer's recommendations, SS -6 have not met the performance requirements of Section 7.2 of the Sign Specifications, the sheeting manufacturer shall cover restoration costs as follows for sheeting shown to be unsatisfactory: 7.3.2.1 If the failure occurs from the date of fabrication, the sheeting manufacturer shall, at its expense, restore the sign surface to its original effectiveness. 7.3.2.2 If the failure occurs in the 8th through 10`h year from the date of fabrication, the sheeting manufacturer will furnish the necessary amount of sheeting to restore the sign surface to its original effectiveness. 7.3.2.3 For temporary signing, fluorescent orange, where it can be shown that the retroreflective sheeting fails to conform to the performance requirements of Section 7.2, the sheeting manufacture shall provide replacement sheeting. 7.3.2.4 Replacement sheeting shall carry the unexpired warranty of the sheeting it replaces. SS - 7 CITY OF SAN JUAN CAPISTRANO CITYWIDE SIGN REPLACEMENT PROGRAM Appendix Al —Maintenance Zone 1 Sign Inventory Appendix Al Maintenance Zane 1 Sign Inventory Post ID Location Data Post Data Sign Data Pon 1D LaplWa L Xutle PauWn I SVeel Acsel Tre CaMition Modena! son ID Contlilkn MIRCO Code WitlIM1 Heine Fsn Oimdian 27 31490529 -11],664139 RON CAPISTRAND senooe SMWtler Geed Sinal Mast 3000027GOW CA0.0 OA NE 28 33.480475 -1ITNAM Ri M1I CAPISTRANO sinuffeavowa Gmd a. 3W0028Greed! 0101-1 18D 182 29 ]].490452 -117.664165 Rohl CAPISTRANO single Shoulder f0od Other 3000029 God 0MI3 18.0 18.000 30 33.490427 -117.6W162R M CAMSfRANO Si kshowder CxN OIMr 3000030 GOW OM1-1 10.0 No 31 33.490400 -117.664155 Rohl CARSTRANO andeShoultltt Good Other 3000031 Goctl OMI-3 18.0 18.000 M ]]ABBM] -1 P.884320 Right CAPISTRANO Si Ie Shoultler Chiral lure 3000032 Gootl 24.0 3.000 - - 3000031(SM- CA - ----- 0.0 ODN 33.488308 -11).60058] ' M CAPISTRANO Doutle ShoiMer Good WboEPoel 3W4U34 Gaol 1.1 30.0 30.000 33 3000035 Gaul 1&1 _ _ 18.0 24.0 N 3000036 Good M22 0.0 0.09 340 33AW832 117.6 UMie O OELOBISPo SOaBEe, Gadd WOhervrl 3000521 CSM SP(CAOD 0.0 30005]e Gootl G3}1 CA) 0.0 0.0 W mi 33A9]39 -11].665535 DELOBISPO Shaoda Good egn Pole 3000529 Good RP3a 0.0 0.000 3000530 GW IR94b a0 0.0 N 002 33.497783 -117.66MO4Cereer IAMCAwo GOM rut MeN 3000531 Gaol O&1a 0.0 ODW 30W53]Good R1O40 0.0 0.0N 343 33A9)6]5 -117.665512R M fioaL WO anallii Good 13ChahnN 3001533 Gootl R&Oo 0.0 0.0E 3000534 CnW R&30 0.0 0.0 E 341 MA9)4) -11).865508 1 rrcaA fO & Ie Shoulder Good LLGhanel 3001935 CSM 0.0 O.ON 3NO536 Geld R&M 24.0 24.0 N ]45 33,486468 -11].685342 t hl ACE WO an Ia Shoulder Good IILNmW 3WO537 Gold R&3a No 24.0N L6 33.485948 -117.6ii Ri M1I ADEIAMO eswukM CSM l}CMhhtl 3003538 GOM R&b 24.0 M.ON an 33.484867 -117.MMOS Right AWlJkNn) & waro.1tler (YM UCMmW 3000539 Good! RB-3a 24.0 NDN NB 33A94342 -117.665439 Ri M AWlJLNTO S eah.ulder GaM UCIunM 3000.40 Gond RB-3a 24D 24.0N 009 33A9MM -11].6654]5 Ri hl AOEL 0 & SMultlu Far UClwuel 3000541 Go R&]a ND 24.0 N 350 33.49336 -117.685502 Rgh1 AOEIAW0 Si Ie SMulder Good U mnnm 3000542 4F�, �K�J!Aodl)LCAJ _ ]-1 0.0 0.0N 30005,13 W111: No 18.ON 314931M -11].66540 ADEIAMO Shadda ped UCM _ MOOW R?115 m WON 351 30MMS R;3 24.0 24.0 N 301054fi GeedRM a. 0.0 0.0 N 352 J3.4925H) -11]665400 R' 1 PDEIAMO & eSM11'Yr CpM use 36W54] R26Kl�MM1(GNl 24D M.ON MW548 "ll OD 0.0N 353 33AD2497 -117,665483 Find ADEIANTO SI Ie Shoulder Geed U Keneel 3000549 R28K-FL Ma G No M.ON 354 MA9MM -117.%5528 EIANTO S Slnulda CSM UChnutl 30053 CA 24.0 W O N 355 33.4822 -117M5537 R M gOElAMO SingleStloulda Gotl ULhenhW ]000551 RNK. Mo CA 242 360N 356 33.492080 -11].6954]) M AOEIAN]O 51 eShoulm Goo 1}GMryW Mona R26K=�{Ma�CAJ 24.0 360NW300553 M4E o.0 o O NW ]5] ]3.4823]5 -11],665409 M ADEIAMO 31 Slpuldn (foal OIM1tt ]00055.3 1 WOO %O SE M.4B25M -11].6653)0 N AWE KO SI Shodds Good . 3000555 Rt-1 300 3.0 B 300556 RNK-F MM)fCJA ND MDS 3000557 Gaul 1Mob OD ao S 359 3149318a -it)D53B3 " M1I q SANTO & Ie SM1onder Good Lind Pole 3000558 Feir 12125 . 24.0 3OS M.A97891 -117.666239 ROM DEL OBISPo Sinle Shahs Gaal "M 3000559 GaM D}ta 0.0 &OW no 300560 GUM 1)3-3 CA)__ 24.0 900S 3000561 Goed R10,7 - - -- 12.0 24.O W 300562 GaM 1 RS46-2 30.0 420 W 361 33:487941 -11].864)88 SU ht DELOMSPO SI Ie shood God 3010583 Good G950(CA) 18.0 00.0 W 33.49]946 -11].684886 ' M DELDBISPo & IeSMulder Gootl IIaR 300584 Good wlo1l _ 30.0 30.000 362 3010565 Gae 0048 CA 3.0 30.0 W 300566 Fair RN S CA 0.0 0.0 W Xl 33.48.422 -11T.7321ftiN DEL OBWPO & Ia GInWMr Goad LLQbrvRI 30W56)God Re. I&D 3.0W NA 3.49]95] -11).6&b86 1 DEL OBISPo sinalesimelde, Good IICMUM 30005680 ed RB�8 18.0 3.000 M$ 33.408066 -117,N4309Cenla OELOBISPO BiriginShoiWer Good "laned 3000589 Good RPtR 12.0 M.OS 3000570 God R&0 1BD 3.OW Appendix Al Maintenance Zone 1 Sign Inventory Post ID Location Data Post Data Sign Data P.H) Lumaherah, Loeotun Pmaulign I S. Atemat Type Cardigan lAgeared Sm to C adihan MUTCD I%NkAh 1-khemi. 365 33A9Eg7l MI.OBISPO Seade Sftaklarrr Sq., 301)(157111 R3.151S 0.0 go w 367 33.4911M -117.06,11162C. Ent.OBISPO Single Sheakke, Gage! sigauii 30101572 G-xJ 1115-1 0.0 41low 3000473 See no IN no 33 4979M 117 661037 Right DEL Calton Seek Shauthka, Googol saw gait, 30DO574 R1115-1 0.0 0.0 w 3000575 W-0 Som w 33 497M 117 W3717 Right MILOBISM Unee Shorealkler Gogol Lightpok, 3=576 RS-2 24.0 24.0 W no Nunn 10�1L 0.0 0.0 IN Until mi-1 0.0 co w MODS71,(ned MG-1R 0.0 0.0 w 370 334979H -117 WN28 RION DMOSISRO Sbk Shouldg, Goad �hegael 30005,10 Ga,A GSE(CA) 0.0 0.0 ter Cat" Gaed 00 0 (neol CA Sa 0 1= 0 CA (not L co �5 1 0.- Gagd (33�liMod r So 2 '172, -"7 R117-3 7" M _"7:-8 7 NOWS111 No 18.0 MY 371 33A97937 -117.553281 Q--rl n,u ni,,egan Shight Slho.lale, Md Sq. WOUS82 Clead �71Z 30mg 30.0 W 373 MAST'40 -117.662679 re-ha rall Suals Shoulder, G-d Square 3000586 Ga. R25 CA Do Do N 31497449 117 M268B Right CJWISTRANO S,I.Sh..I., G-1 L,htFo*& 3MS85 Go. ml-I Do 0.0 N r374 -- --- -300ORS(Sqed MG-3 0.0 0.0 N F 30110587 Good INNIC15) 24.0 30RO IN 375 33.497230 -1 17.66MUS Short CAPISTRANO &W.Sh.ulde, Good Carrue 30OUB(Sent G950(CA) 18.0 24.0 N 33.496876 .117,8112720 Right (CAP[Sn'RANO WSh..ld. Goad S.,r.1m.at noting Good R�a 0.0 0.0 E 376 30WHO Good R�b 0.0 O.D E SONS91 good Rl�b 04D 0+0 N 3P 33 496not -117 66VOS R19M CAPOCTRAhIC) Shoulder Good Signal M. 30(ti Goad R3,1 30.0 We N 30005113 Gwd D. 0.0 0+0 N 378 31491649 ml 17 662745 Right SAN JUAN CRIMK & Should. Good %Nged`,ed 3000594 Good VIM11i 30+0 momo w 33491605 117 662535 Riglit SAN Jl.JAhl CRi Sh.uld., 3ON595 G,xxd R3-7R__ "mo 30.0 w 379 3MOS96 Fail M�l 0.0 0.0 w 3"597 F�r mi-1 ool 0.01W no 33,491571 -117.662416 Retail SM4 jUAN CREMK shouldia, i3ooel Sq- 30011598 no mmo 381 334491471 41TWIS2143 Raort SAN JUM CR� S', Shoeukka, Gead Sgusee 3MO9 Fair R3,;rR Not no w 386 330491M 4170652491 Right SAN JUM CR�K S, Slandea, Gotel Square 30006407 G=1 G8-161CA) 0.01 oo SIS 387 33+491051 -117 W2700 Right SAN JUAI CRaK Sugole Shouldhir Goad S'eal Pale 3�3 aqS�CAL____ 0.0 0.0 BE W�1(�) 24.0 18.0 SE m 33,1919011 wll?.6i Right mPVCVRAb)C) Sr le Shoulder Gotel segatimem 30)13510 lt�la 0.0 0. us 31,191103 A 17M270c�l CAPIS� 1.S.W., Gage! "haheid 30110611 240 30.0 SE 390 NA93152 �WvU&2522 Right Cdkpis� le Shaulder Sq, 10110612 WED CA log 24AS 391 33,193232 -117 02465 Right PADRE & le Shoulder S.gaal 14m, 3000613 D�la 00 Do N 392 MA93232 �1176652"2 R,M PADRE & ,Sh.ulaer Sq. 300[614 �Ts oo 0.0 SW 3W 33v4gSl6S -117vlai Right LOS AMIGOS Saagi.sherues" Per Rauad 30130515 D3 _ 0.5 0.0 E 3000616 D3 0.0 ou N 3" 33.493381 ml 17 M1521 Right LOSAMIMS ShresSireouldear F., Round 31100517 D3 0.0 0.0 INS 3000518 D3 0.0 0.0 m 395 33493380 117 NIO94 Right RADRE eShoulder Gexl s,. - 3xi "�4SBMPIS 010 0.0 E 30OM20 RZ.1(15) 24.0 We S a. 33.49M21 A IT5619110 Right GOLONDR04A Sj I.Sh.ulce, U,Cthau,nel 300621 Rnfm.�)) 0.0 O.OS 397 33.495170 .117.66 1878 Rughl co-ONDRUNIA Si 1.Sh..Id. Ggc,l Square 3005557 1-1 3060 mo s 1 1 3000622 111-1 300 no S 398 33.495317 -117 661862IRighl I.A PAL-Oli[A Simle Shouldiar Ge,d Square WM623 "�JC-SBmpls 00 (LOS 399 33.495377 ml 17 66187B Right IMLONDRIM 1'. thou arr F .,a. 3000624 Gead 15 24.0 30,OS 1 1 3CON25 Caere! 0.0 eas 400 33,4967M .117 661L72 Right GOLONDR111A Sherls Strauder Creacal U Chaure.1 3000626 Cateal R7-1 12.0 IBMS 87� 401 33.496731 1176611 4 Rl to Si I.Sitauld., cribeal U.Ch.aar�l 3005551�d 30.0 30+05 NOW-27 Caral RI-1 30.0 NX a 402 33AN720 .1176661962 R!iihIll GOM'NDRM SJ la Shoulder Good Squaw. 3000628 W S-SJC-SBmP15 0+0 060 w 452 - N Shouldio Gagd J�Chagapel 31113,17,19 t3aad 30.0 No N w yvrl�JC.XING 0.0. 0.0114 Appendix Al Maintenance Zone 1 Sign Inventory Post ID Location Data Post Data Sign Data Gold 10 LNlutle Coneirted. Potltion SOael Aeee1Tire IF Melerel 5 nID on too MUTCO Cotle YNMM1 Hei M1I F.Dido an 463 33A946% -117.66De3 Right CAPISTiW Sedge Shoulder PNe 3000711 Good F2-135>a 24.0 30.ON 464 33A94231 A1].662]56 Right CAPISTRANO Si Ie Shoulder l Pole 3000712 Good W.4] 300 30.0N 465 33.493701 A 17.%000 Right CAPISTRANO S_ir_gb Shoultler_ I Peter 3000713 Gaotl_ RWR 30.0 3mDN ]%0]14 G]M GL: 120 18.0N 466 SIMON 117.%2]W Right pAPISTRAND sea,Shoulder 30%]15 Good G950 CA 19,0 24.0 N 07 33.493404 -117.%2808 Right CAPISTMNO Single Shoulder rail Pole 3000]16 Good! R9 a _ 0.0 0.0E 300]17 Good R9-30 0,0 0,0 E 468 33.493191 -117.02796 Right CAPISTRANO Single Shoulder IW MeM 3000718 Goad D&le D.0 0.0N 300719 Goed Rl.hL 0.0 0.0 N 469 33493169 -117.%2797 Road CAPISTRANO 51Ie Shoulder GoodHPeb 3000720 Good D-N&SJGG2oo 0.0 0.0N 470 33.493024 -117.%3673 Center CAPISTRANO single Shoulder_ lumwl 3=721 Good R6-1R _ 12.0 36.0W ]00722 Good OM1-3 tgo 19,oW 471 33:492735 -117.662670 Center GPISTPANO DouW SMUder Good! d Past 300723 Gootl R61-34 CA 00 OA N 472 33A927311.117.�36 2623 M GPISTRAhtl Dodd.SlmlMer GON od POA 300724 Gwtl M24 ad OAN 473 0A836052820 Road CAPISTRPND o a Showdet Good U N"ole 300725 Good 119.2 0.0 0.0 N MA917013171 R' N GI onTU"NO Snow Shedder Good final Maal_ 300726 Good Rai 30.0 30.0N 300727 Goof MI-M(CA) _ 0.0 0.0 N 474 300720 Good! Dyla 0.0 0.0N 300729 Glade W0.2R 36,0 36.0 N 300730 Good R.. 0.0 0.0 N 475 33,491542 ]286 R GPISTRAND S! ShodMer Fee dere_ 300731 Gadd Ml-1 30.0 30.0 NE 300732 Gatti 016-1 19p 24.0 NE 476 33A%703995 Rild CAPISTRANO Single Smoder Gaol Sinal Mail 300733 Good D&ta 0.0 0.0 SE 50 33ASHM4245 RI hl CAPISTRANO SI le Smolder Good 300902 GaN Wil 30.0 SOX S591 33A90043920 R� N CAPISTMIX) Oouda Slow", CoN W.Ld Pmt 3000903 Giood M2-2 0,0 0.0 SW593 33.N0701380 Cenlar CAPIBTRANO Sir�ShauNerGoOd Nb]tl POM 300001 Gaod 720.7 19.0 24.O SW30005 Good OM1.1 19,11 18.OSW50 33.49105163319 kild 1G lsritANO CedtleSMWder CCW Voiotia Pmt 3000906 Good 02-2 0.0 0.0 SW 591 33.ADIM -117663011 GPlsrltb O SineleSmolder food WacU Poe 1 300907 Cold R2,772.. 300 bOSW 595 33AD15M -117.662%9 W15711i Shoothat SMWder Good 30U06 COW G&16CA 0.0 O.O SW 33491599 -117.66284) N GPI6nNN0 S' ShauWer Coati Row 300009 Good D3 0.0 OA SW 5% _ ]00910 Gwd D3 0.0 0.0 NW 3000911 Good CIA 0.0 0.050 597 33-91026 -117.%2063 GPISTRANO eStaWder Good sarig Pde 300912 Code R9-3o 0.0 0.0 NW 90 33.541086 -117.67 RANCHOYIEJORD Srgle SluWWr CCW NUCC PwI 30101 Cold 130.3 _ 0.0 0.0N - - 30150 Col. 722-145 . 24.0 Sam N lam 33A96571 -117,051922 GOLDNORINA S Ie Shoultler Good LLChenrel 301611 Good R2-1(15) 24.0 0A N ]01612 Fae R'oo'd 0.0 0.0 N 1027 3]ACOS -117.661941 Goron.DflIWI single Shoulder Gad lordine 301613 Good Rt-1 30.0 Sam 1036 354966D9 -117%2295 CAPISTRAND Single Shnddr, Code Vill Pp1 301614 Goad RI-1 Sam Sam 301615 G. R}p 30.0 300 N 1029 33.495355 -117.662431 N CAPISTMLO sigs.SlwWaer, oddia sigemeti 305551 Good R14___ 30.0 304 S 301616 Good R1-1 30.0 Sam N 39495335 -1t7.804NRold LA PALOMA Single Shouldr D R6W 305556 Good R1-1 _ 30.0 30.0E _ _ 3001617 Good D] 0.D 0.0 E 1030 - 301616 Good D3 O.a 0,0 N Small Good R1-1 300 30.0 E 101 0495191 -117.%18N LA PALOMA Si She der Good made ]01820Coned V NS SBMPIS - 0.0 0.0N 102 33.4951N -117.%18]1 Loll GOLONORINA Si a SdoWder Good UChwW 3001621 C of 7226 Alle 0.0 0.0 MN 1033 33.495075 -117.651939 GOLONORINA S .Shocker Coati dem ]016.1 COW _ 722-t1) N.0 30.ON 300oggir,- R26AIk 0.0 O.ON lom 39493370 -117.%1986 N GOLONCOU A SLNIe Shoultlm_Gm0 use 30555).. Rt-1 30.0 ]O.ON 3001634 GOW 721-1 J0.0 30.0 N 105 33.49330 -117.662291 R H PADflE Si Iv 9rouder Good ]016L6 GOW 7210-7 120 N.0 E Appendix Al Maintenance Zone 1 Sign Inventory Post ID Location Data Post Data Sign Data P091D Udilude Lo " Peeilion I Swel Aaeelt Co5tian Mtlenal Span 10 C-dit,on mWC0 Code I WWIh Rei M I Fa¢U-oEOn 1036 33.493374 A17.562352R M UPISTRANO Si .Shoulder Good LLCMmeI 3001620 GOOD _ S35AICAI _ 0.0 0.05E 3001627Gwtl .1 0.0 O.O SE 1037 33.49462] -11].602332 RiM CAPISTRANO Si .Shoulder GDotl L M,lW 3001628 Good RWF 0.0 0066 1038 33.49454B -11].66232]R1 1 UPISTRANO Sk4eShould, GOO] LLCww 3001629 Far RZ6F 0.0 0.0 1039 33.494]6541].66Y122 1 CAPISTRANO S.W Gml UChnuetl 3001630 FWr R26F 0.0 DOW 1040 33.4951&3 -11].662321 1 CAPISTPANO 51 Do Goo "1.- 1 3005552 GOOD Rt-1 30.0 ]OAS =10I G." RL9 30.0 30.05 1041 33.493412 -117.662469 M CAPISTRANO Shouldv CqW WON PwI 3001632 Gwtl Rt-1 30.0 30.0N 1043 33.4053]1 -11).662503 RIM UPISTRANO Si Shoulder Goo LIMPOW 30016]5 Goo W11-2 300 3D.05 3001636 Good MPDSSJC-XING 0.0 ODS 33.496606 .11]363469 1 CAPISTRANO SWWU, GOOd h1Pde 3001630 Good RS2 24.0 24.05 lw 3001638 Gm0 656-3 0.0 O.O S 3001640 G w9-2dL 30.0 WO S 1w5 33AS6T05 -11].6622661 M CAPISTRANO SlwWtler GOOD Vq.]UPo9 3001641 G-d W43R - 36.0 WO W 1045 33.502118 .117.659824fl M 0WEG4 511ooIM GOod WODd Pod 3001542 Goo83-0 _ 00 D.OE 3001043 Good! 044 OA OA E 33.501009 -117.550165 ftht ORTEGA Si should, aDo JOd Pde 3W15H Goo R1O-7 _ 30.0 24.05 -__ _.- ]001655 Good _ RS-2 26.0 24.0 E 1047 MIND Gaod N5-J 0.0 0.0 E 3001648 Good R9-3a 0.0 O.O s 3001640 Goad 014 0.0 0.05 1048 33.501985 -117.660232 R1 M11 ORTEU Si Ie SM1aWtler Goo UCM1emel _ 3001649 GoodM4 _ ISO 15.05 3001550 Good 661-] 10.0 65.0 S 1049 33.501951 A 17.660295 RIM 0RTEG4 Ie Shouts, Goo nY P.M 3001652 Good Rai. 30.0 30.05 33.501925 -11].660105 ORTEGA 5hOW0er GDotl r91NW 3001653 Good RS2 34.0 24.0E 1050 3661653 Good M61L _ 0.0 DOE 3661054 Good RS-3a 0.0 DO E 35501810 -11].660400 CeM, O0.TEGAANO OEL 0515P0 ST SM1OWtl, Good tiLlsel 3001655 Goo R23-610.4)_ 0.0 DOE - -_ 3001655 Good D3-1a - 0.0 OA E 1051 3001657 Gmtl R3Ab 0.0 00 E__ 3001655 Good _OM1 _ _ 0.0 s.6 E _ 3651650 Far OMtI 10.0 160 E 1052 35501863 -11].66132] M ORTEGA ShoWtln Cml a 3001661 Gots R26 G) 0.0 0.0 E 1053 333010]0 -11].661353 R' 1d o zrEU shoWder Gootl 3001661 Good! 04-1 0.0 0.0 E 1054 33301901 .11].661653 RI N ORTEGA S b sMWd, Good! 3661663 Good 0046 CF 0.0 OA E 1055 33.501886 .11].661644 RIM ORTEGA S- le SMultler cGoodud Squallt .. 3001663 Good! R49 CA- 0.0 0.0 SE 1056 33.503186 -11].661656 RI hi ELCAMINO REAL silgle ShoulWr Good sq.. 3001665 Good R38(CA) _ OO 0.0 5 3001655 GOOF R38 U 0.0 ODS - 1667 31502318 -11).661]0] M EI UMIN0 REAL ShoWd, C>oo 3001667 Goo 660.1 364 3805 3001668 GDOd R25 cA O.0 ODS ]3.SWI7l -11].661]39 M EL UMINO REAL Si shWMr GOod w 3001658 Good S -3 30.0 WAS msa 6601958 Good S4a 8.0 DNo O0 s 36615]1 Goad R2.1 zs za.0 30.os m59 33.502588 -11].661]83 RI AI EL CAMINO ftFAL Si le ShoWder Goo OCM1enrcl 3001671 Goo R1-1 3001572 GOOI 114 18.0 9.0 5 33.502]2] -11].fi81T18 MOM SPRING S le Sh,Bder Gao 30015]3 Good Rli 30.0 30.0 SW veld 1060 9016)4 Good 114 11 LA) 0.0 0.0 SW 30016]5 Goo M<41 - - - - 0.0 0.01m 33.485530 -11].662]2] hl GOLONORINA 51 SM1oWder Feh Roved - 36616]6 Goo O3 0.0 1061 300167)Good_ _ D3 0.0 0.015 3661660 GDotl RY2 30.0 ]0.05 93.485998 -11].662422 RIM UPISTFiANO 51 Ie Shwltler faD:A 1ul Meet 36616]9 Gwtl Rai 300 W.OE 1082 3001880 Good R33a 0.0 0.0 E 3661681 Good R9-]h 0.0 O4E Appendix At Maintenance Zone 1 Sign Inventory Post ID Location Data Post Data Sign Data Ford IDI LeMotle I U i1Wa I Portion Street Meet Type Condition Mebnal Sign to Condition MO(CO Cute WestHM' F.0irection 1063 3.4X967 -t 17.682542CeMer CAPI5TMN0 51 Ie Should. Good Wmd Pmt 3O01682 Good] k]:':t 18.0 .0 SE 3001883 Fair OMt-0 10.0 18.O SE 1064 33.497001 49.662408 Ri CAPISTRANO SI le Shoulder God LI M Poe 3001055 Good RS-]R - 30.11 30.0 5 tOfiS ]3.4X250 -11].562403 RIM CAPISTRANO Single Shoulder Godo Sq, 3016%Good 9961CA) 0.0 0.05 ]00166]Good M] l Mod 241 18.0 0 1086 33.49]948 -117.661750RIM OEL OBISPO .Shoulder Good 6uve 3001688 Gmtl lA _ 0.0 0.0W _ 3001889 Gwtl 9}]R 30.0 ]O.O W 314X915 -1 R.X140TW M DELOSISPO settle Shoulder Cood 51 hell Pole 30X555 Good O] _ 24.0 5.OW tpfi] 3001890 Good R43a - - 0.0 O.O W 3001691 Good Rel - - O.a O.a w 3].49]599 -11].001148 mot PUL Good rel Mem 3001692 Good CA 24.0 &0 1080 8001690 Gmtl R3l 30.0 30.O W 3X1004 Gwtl R10dh 0.0 0.0 NW INS ]3.49]280 -11).6810]8 M PUL S' SEOMtlar Good] LLCWmm 3X1695 Good RPSFCA]_ 0.0 0.0 NW 3X1696 Good] S]6A CA 0.0 0.0 NE 1070 334X]54 -117660909RIM MERC/10O CUT0 eShoWtler Goad] Abend 1 3001697 Ed Rt-1 30.0 30.0 NE _3_3A9)896 -117.661244 Righl OEL OBISPO_ _ _ _ _ _ Good -sited Mem 3001696 Good] p}ta 0.0 _0AS 1071 _ _ 301699 Good R}102 0.0 0.0 w 3X900 Good RIO-0h 0 0.0 W 1X2 3]49X03 -111661050 ht DEL OSISPO Single ShoulWr Good! Y1bW Peel 3X1701 Good 8711 30.0 300 SW 1673 33498266 -11]660T05CeMer OEL OSISPO Si Ie Shoulder Good 3X1702 Gaut R 1 36. 36.0 NW 1085 33.502425 -117658850Ri N ORTEGA Owtle Shoulder Fair VhW Poll 3X1741 Fair DiA 0.0 0.0 NE 1050 33.502418 -117.55093/M M ORTEGA Si Ie SlquldiN Good VAW Pmt ]X942 Good! R38E 0.0 0.0 E 1X7 33502490 -117.658957 R' M ORTEG4 Single Shoulder Gmtl ra POM 3X1743 Good R&3 0.0 01 E 150 t 33502]02 -12659129 RR' ho ORTEGA 5I M SM1oubm (m! Flood 3X1)44 Good R5-1 ___-- 35.0 36.0 E ]X1)45 Good] Rita We 24.0 E 1019 ]3.502]62 -11].6581522 0RTEG4 Shoulder (bad 3X1]46 Good] FRAIL 12.0 36.0E 3160X50 -117.659338 At ORTEGA Steel Good 3X1]4]Good RZ125 241 30.0 NE I1X 3X17"Goof RM CA ___ _ _ 0.0 0.0]lE 3X1)49 Good! R -3a 0.0 00 NE ]3.502239 -117.559449 M 0RTEG4 SI IeshoWbr Goodi Veed Poet 3001750 Gmdi G%(CA) _ 0.0O .ONE 1101 3X1751 Good Gast Mod) 24.0 15.0 NE 3X1752 Gmtl R08p 0.0 0.0 NE 1150 33.502155 -117.059082 M1I ORtECIA 6i Ie ShoJdv Cxoi Square 30111751 Stood G&16 CA 0.0 O.ORwww 1104 33X .4912 -11].500X8 R' b OEL OSISPo Simla ShoMdM Godtl ❑ NPoIe 3X955 Good R}TR 30.0 50.0 1105 33.501242 -11].6599908 M OELOSISPO Sihoa er Cattd " htPcb oNi=1757 Gd 24.0 24.0 3X1758 Fair MS-11- 0.0 0.0 ILX 33 S017451-117 N0079 M DEL OBISPO Si eShwMer Good ' rut Pole 3X17590 Good Rt Mad] 12.0 10.0 1107 ]3.501990 A 1].659523 - N 0RTEG4 Si eShund Good ❑ MPge 3X1]60 Gadd G&18CA 0.0 so 1100 3].50196] -11]6594]2 M ORTEGA Double ShoWtt Good! Nbodi Pop 3X1]61 Codi M2a 00 0.O 1150 33.5X04] -11].659243 M ORTEGA Double Shouter Good] Vl00E Feet 3X1]62 Good] 01-2 0.0 0.0 ]].5020X -11).fi59X4 ORTEGA 51 leShoMdM Gadd Round 30011F63 Good D1 0.0 0.=11,64 Good M1-1 0.0 0.0 X 1110 31765 Gerold 0.0 0.O ]X966 Good CA 0.0 01 W 1111 ]].5X1] -11].8508882 O0.MCA, Smle Shoulder Good! NCW Pmt 3X1767 Good! 00 O0W 1120 ]].5X883 -11).X441BPo IA 2ANU Smle Shoulder GN "then. 3001780 Goal 30.0 30.0W 1121 33.507959 -19.664167 R" M U LNA Single Shoulder Cool So. 3X1701 Good] 0.0 0.O W 1150 33.509X -117.663828 b ULWA _ Single Shoulder Goof Round 3X950 Good 12.0 +en SW ]001]03 Cool Set 36.0 N 143 33.X8121 -11].X3]67 RMM ULNA4_. Single Shoulder Steel LSM Pole 3X1]&Good]__, 120 18,05 ]X1785 CcW 12.0 1&OS Appendix Al Maintenance Zone 1 Sign Inventory Post ID Location Data Post Data Sign Data %9ID LMilude L duW FONun I A112LIyj. CO W. MamMl Sin1D CoMitioil MUTCD CWa I Wft HeIM Fa¢Oiretllon 33.508118 -11].664003 Cutler IAIANW SOoider Good Rau1W 3M1186 God 03 0.0 0.0 NE 3001)B]Gwtl 0] 0.0 0.05E 1124 3001768 Gad R+NS _ sJGNW 24.0 ]O.O SE 3001]89 God 430 GA) _ 120 1B.O NE 3001790 GcM R-NSSJFZONED 12.0 1BA S 1125 33.5D)a59 -11)b54365 R EI MING REAL SWO,,, Grc0 RwP6 3001)81 Gad D3 _0.0 DON N 3d1M CM O3 0.0 0.0 E 1126 33.50n116 -11].EG]28 EL LAMING REAL SI MSINxlM Gml 3001793 Good R8-3a 24.0 24.ON 1127 33.50]260 -11].8840504 N EL GAMING REAL 5i Ie Slmultler Goad 5 , 300P64 Gad R0�]a 24.0 240" - 1128 33.506.92 -19.663864 Ii EL GAMING REAL Si Ie ShOUNOr GOW Suam 3001795 Good R2-125 M.0 30.0 M9 1129 33505680 -11).663]42 M ELCAMINOREAL Si le Shoulder GGatl Raud 30017%Gw Rt-1 30.0 3010N 3001)9)GUM Rb3a 24.0 24.0 N 1130 335065)5 -11].663]03 EL CAMINO PEAL Si eSMUMer fund "-uei ]WineG .OM 3 18.0 1&ONE 1131 33GNU -19.663692 M ELCAMINOREAL Si aSMuWer Cod U-CMrvtl 3001799 Gadd -] _ _ 15.0 36ANE 3001800 Gwd OM41 18.0 18.0 NE 1132 33.505515 -11].6636)4 M EL GAMING REAL aial,SdWder Gm UCWu l 3WINI Goad OM4-1 18.0 lac ME 3150682. -11].6&3182 RgN G DALUPE _sugle 50oJdN CMi® O.I I/ChMuli 3O(HW2 GOR IL _ 120 38.05 1133 - - _ - -- 3001803 far CA - - - 120 180 E 3001801 GUtl RN'i 9JC-ZONEC 120 1..O SE 33.5011113 -117.663243 M DON JUAN SI MSOoulOU CtlErel uIR - 3001805 Gad D3 0.0 0.0 NE 1134 3001806 Good D3 _ _ OA 0.05E 3x1307 Felt CA _ 12.0 111.0 NE 3001008 GOd R:NSSJC-ZONE% 120 18.0 NE 1135 33506692 -117.663485 R' N CON NAN SI slx"W6, COhsl 3001889 Cmi d sueucAj 120 111.0 NE 1106 33506669 -117.66341 RDONJtJN 9 eSdJdx CaN sq. 3001810 God R1-1 30.0 NONE ]3AOW95 -19.663624 Ri M EL CAMINO REAL 9 SdWdr Gmtl S . 3001811 Good R3G CA1_� __ 12.0 18.0s 113) __.:. MOIB12 Good R3Y0 0.0 0.0 SE 33.50)340 -11]063838 M EL CAMWOREAL SMBkb SO. 3001813WIS13od GR30GA). 12.0 10.05E 1138 3001014 God _R30B CAL 0.0 .0E S 3018 d GoRNSSJC-ZONEE 12.0 188.0 5E 3350]8)3 -19.E4221R EL GAMING REAL 51 M$3oWdx God UCdMN 300181618 Gdd R14 30.0 30.05 1139 3001817ma R3G CA 12.0 111.05 3001818 Goatl 8306 CA 2.0 0.0 5 1140 33505980 -11).683423 Reel ELCAMINC REAL_ _ _511gIvSdWtlar Fir 1lCMevx1 3MIS19 Goad 00}1 _ 36.0 38.0-" _ _ y iuo GmC st-I a0.o WO MV 1141 33.505800 -117.663326 Rim ELCAMINORFAL SnaleSMuINr Ge]d VAo]Pos1 3001821 Cad R8-3a 124024.0 24.0N 1142 335D55ID A1].663284 MOO[ EL CAMINO REAL 51 Ie SSouMer Gwd 5 ,.e 30018226 d R CA". 18.0" 8350448 -11T.W3180MOM EL CAMINO REAL 51 Ie SdWder God ROod 3Wt02]God RWCA,`- 18.0N 1143 3001824 Coal _ RN X-ZONE K _ 18.0 NA 3001025 God RNGSJC-20NEE 1&ONW 33,505175 A lTSECO41 ' M EI.CAMINOREAL SduMer Gaal RaMq 3001026 God R66CA. 18.0N 1144 3M1827 G.d RJO(CAL- 1&0 N 000182BGod RNSSJC•ZONEK 18.0" 30018]9 God RNSSJC¢ONEE 18.0 NW 31505021 -11).88200] FI GAMING REAL SMnIEN Good Rauh 3M1830 GGOd O] 0.0E 11{5 3x1831 God M 0.0 N 3x1632 Gaotl Rt-1 3 .u-r': 30.0 N 3001B33 God Rl#.t 9.0N 1146 33.504944 -11).6630428 M ACACHEMA $1 Ie SMuldm God LLCI w 3001634 God R8-3a 24.0 NE 114] ]3.446)8 -19.6632]6 N ACACHEMA Si Ie SMWda Gm0 IFChOOW 3W1aJ5 Good RB-3a 24.0E]3.501652 -11).64324 N CAPISTRANO Si Ie Slrou Cfd - rel Mssl 3W1&]6C O D41 00N1149 33501152 -11].66166] m ELCAMINOREAL SI Ie SMultt Gadd Raud 3M1BJ]Gad R)-100 1005 Appendix Al Maintenance Zone 1 Sign Inventory Post ID Location Data Post Data Sign Data Peet 10 LNBude ewe Pdeiamo al Amset Tire, QaAr Neither Sideto Coalition MOTCO Code Ill rt Fra Olrerlieo 33.501614 -11].661595 M EL CAMINO REAL 51 Sheol Gelded 3001831 Good! R]-108 120 18.05 1150 3101139 Cmrl CA 0.0 0.0 S 3001840 CaW M0.6 0.0 0.05 1151 33.501888 417.661514 Right ELCAWN REAL SheMdr trod Nest 3001041 Good 0}13 0.0 0.0 W 1152 33.501698 -117.861441 Right ORTEGA Shoultler aW IFChNra 3001042 Good R]-108 120 18.0 3001G3 chat M0.11 0.0 0.000 1153 33.501612 -117.66128 ORTEGA SMNtler Gm1 UGlwntl 3001044 Clod R2.125 . 26.0 30900 33.501679 -117.661017 ' ORTEG4 S1wWer Good S . 3001049 Goa fl63a _ _ _ _ N.0 'H.OW 1154 3001&6 Geow R7-108 ___ 12.0 18.0 W 3001847 Far Mab OA 0.0 W 1155 MsO16W -111.660867 Ruled ORMGA St eStmuleer Good UChr9ei 3001849 Good R411 24.0 24.000 1156 33.501]45 -117.5elFood ORTEGA si eshoulder Cro] - rW Pae 3001850 Good R33a 0.0 0.0N 1167 33.5008 -11].610115 Riht pELOBISPO Si Ie Shouldv GUN MPeb 3001461 Good Rb13 24.0 30.0N Nye 33.500191417.660067Riht .EL OBISPO Shoals Shoulder Good Round 3001 Gmd G&16CA 0.0 0.0N 1159 33.500040 -11].660030 Rild DELOBISPO SI Id Shoulder fpC NbA Poll 30111453 Good mi.8 0.0 0.0N 1160 33A99521141]660111 Right DELOSISPO SI Ie Shoddier (arA =118341 Good Ahead A -. 0.0 0.0E 1161 33,199500 -117.660096 Right GELOBISPO 51 Ie Shoulder CaaN LL hedaad 3001855 Gadd R}TR 30.0 30.ON 1162 33.408251 -117.660232 Right DELOBISPO Sir0le5houlder Good! ROW 3301856 Good D3 _ 0.0 D.O FE 3001857 Good D3 0.0 0.0 SE 1163 33,199211 -11].860309 - FORESTERW SI Ie SM1duler Cml NPae 3001850 Good WNSSIC-NATS 0.0 0.0E 33.502]10 -117.661366 R1hl SPRING IN •ShoddU Good! . 3901859 God 113-4 30.0 30.0W 3001860 Cur l R26 SJLA)_....... - 0.0 060 W 1164 3301861 CrN®I M46 00 9000 3931662 Chiral_R18(5)(CA), O.D-- -no W _ 3031563 Crifrel Ma-N - oD oow 1165 33502109 -117.850885 Right SPRING 51 Ie Shoulder_Gmtl square 3001864 Good Rai _30.0_300 W Senate Good R28 S CA 0.0 0.0 W E17 33.50262] -117.659900 M SPRING Magi.Shoulder Good 4ChenM 3001156 Good S CA 0.0 00 W 303186]Good 144-6 0.0 00 W 33.5026]9 -11].65W04 ' M SPRING 51 Ie Shoulder Gmd UClannel 3001060 Good OM1-1 18.0 180 SW 33502690 -117659431 Redd SPRING SI Ie Shoulder Good U-Channel 3001669 Good OM1-3 18.0 160 500 33502697 -117.659457 Fight SPRING S Ie Snoulder Goad U-Channel 3001670 Good OMI-1 18.0 1801S 33502706 -1P.659414 M SPRING Shad,Shoulder Gaod U-Channel 30016]1 Cow OM1-3 110 160 S 33 502845 -1P.651fi97 RgM__ SPRING ___ 5_Irgle Shoulder Far Scare _ ID010]2 Gdw__ _ R1-1 _90.0 300 E 3031873 God R14 11.0 90E 33.502860 -117.W1761 - hl ELCAMINOREAL 9yle Shoultler G E Round 3001BR Good D3 _ 40_00E _ 3301875 Gdw D3 0.0 00 S 33503035 -117661811 M EL CAMINO REAL Si Ie Shoultler Good ULNuJ 33018]6 God l R38F CA 0.0 00 S 33503137 -11]661631 1 EL CAMINO faLL Sirgle Snoulder Good uare 3WIM Far 51-1 30.0 30.05 3001071 Far 514 0.0 O.0s 33.503272 -117.661922 Right EL CAMINO RFAL Single Shoulder Good ROW Miles Good R38F CA 0.0 0.05E 1176 33503827 -117662165 aCAMINO REAL Single Snouldr GOw rho 33018BDGood )LCA)__ 0.0 0.05E 3301881 Gcod 633-1 CA 0.0 O.D SE 1177 33.5040]9 -117.653355 . EL CMKNO REAL Sitgle Shoulder Goad LL hymtl 3301812 Good Wit _ 380 36.15 3001883 God s CA 0.0 0.05 1170 33.500606 -11]66297 ELUMINO REAL Si Ie Snoulder Far LLCIuaW.:" 300tPH4 Far 5 CA 0.0 0.05E 1170 33.504790 -117562692 ' M EL CAMINO REAL single Shoulder Goal ROW 3001815 Good U-16(CA) 0.0 0.0 S 1180 33.500890 -117662738RM EL(;AMINO REAL Si le Snoulder_Good_O-Csemd 3001886 Good R1-1 30.0 30.05 3001817 Gadtl Rid 110 8.05 list 33.505030 -117662059Ri h ACJACHEMA Single Shoulder Far 3001088 Good R30 CA - 12.0 1B0W 3001889 Good R41SSJC-ZONE K 12.0 11.8 W 1182 33505034 -11].661545RIs ACJACHEMA Sln9leShouleer Gwd _5_quere 3001890 Gow R30 CA 12.0 18.OW 3001191 Gow WNSSJGZONEK 120 iB.O W Appendix At Maintenance Zone t Sign Inventory Post ID Location Data Post Data Sign Data Post 0 Leluude Le dodo PmIBm I SBael Asset Type Gon0;mn Maleda Sin1O C.nd,fi..I MUTCD Code I WMIh HeiM IF.OimGion 33.505090 -117.660840 Right ACJACHEM4 Si a Should. Goodi 5 use 3001892 Good - CA 1 12.0 10.0 W 1183 3001893 Good RIISSA_-Z_ONE K__ 12.0 1&0 W- 3001894 Good OM2-1V 0.0 O.B W 1184 33.5051)6 -11].%05] AWACHEMA siogd.SMWdre Gootl use 3%1895 GodI G 120 10.0E 1185 33SON65 .1176MC&PIRRighl UCALEJAGM Gm6sq. ]%te%Godd G 12o 18.05 30,039,Good a-NSSJGZONEK 120 1&05 1105 33.5%679 -117.660543 Rq U CALERA _&ngle SM1pdBn GNO 3%1898 Good R G 120 1&0 5 301899 Gmtl R-NSSJC-ZONEK 12.0 1&OS 1187 33.50]0% -11].%0546 R; M U CALERA 5 ShoWtla Good Rourtl 301900 Gmd R G 12.0 1&C S 00 31801 Goad RNSSJC-ZONE K 12.0 1&0 S 33,507615 -117.660%9 Right UCAIERA 5 le Shouts G I UC,dndd 301902 Good RT-1 _ 30.0 30.05 Ties 3%1803 Gcod _R30 G 12.0 iB.O S 301aM Good R115SJC-ZONE K 120 IDA 5 E118.7 33.5078% -11).660662 M EL HORNO 5 Shoultlr Far UOh90a 301%5 Good WNSSJC-NATS 0.0 0.05 3001906 Good R&3a 24.0 24.0FS 3150]%1 -117.60)21 EL HORNO ShsBtla Gme 3001611 GooU G _ _ _ _ 120 13.0 NE acre -- _. _._ _.._.__- _ ]001913 Good Mon 0.0 O.0 NE 5001913 Good Rede 20.0 N.0 NE 301914 Gwtl Mob - 0.0 B.0 NE 33.506937 .117 hl UCALERA S MSMWder Cored Sucre 3001815 Goad R0G _ 12.0 18DN 301916 Good RNSSJG20NE K 120::Q N 33,506393 -11].66%e)Mail U CALERA Si Ie ShoWdar Good 5uw 301817 GOod R30G 120 13.0N 301918 Good RNSSJGZONE'K 12.0 18.0 N 93.505803 -iR660%6 Ri N UCALEM 5 SMWtler Gootl 5 mm 301919 Gootl 0.3 G 13.0 1B.ON ]01920 Goof 0.-NSSJC.ZONE K1&0]3.505217 -11).%0681 - U GLEM 5 GMUMs Goatl ]01831 Goo G 120 1&O N 315%1% -11).%%91 UGLEM S SMatln - Row] 30010E CMkd D3 _ 0.0 0.0E 301923 C61odd O3 -- 00 O.O N 1199 3019N Fair CA _ 120 t&0 E 3%1925 Fadi G-ZONEK 120 1sAE 120 33.505141 -117.65104 Fight ACJACHEMA S1Ie Shodder Cnfim sq 301926 Crihcel GL: 12.0 18A E 301927 Critical JC-ZONEK 120 18.0E 1201 33,505121 -11].661451 R' M ACJACHEMA SI le Shouldv Gaerl Glum 30,923 Good R90 CA - 120 18.09 ]019]9 Good RN53JC-ZONE K 12.0 ID.O E 1202 33.507110 -117.661465 MIN EL HORNO 5 Ie ShoWda Coed N. 301930 Goad R0 Com_ 12.0 18.0 SW 301931 Good! RYdSSJC-ZONE 12.018.0 SW 103 33.507468 -11).%0% EL HORNO Shslder Coo 301%2 Good CA 13.0 18.0 SW 3018%Good R3.153ID-ZOHEK 12.0 18.0 SW 33.5750 -117exan Rigiv EL NORM smw SlgJdv Good ROIvq 301934 Good D3 0.0 O.OW 13M 301935 Good 03 -- 0.0 0.0 ]01936 Gmd R-NSSJC-NW- 24.2 X 33,57453 -11].%1092 RfiaaO EL HORNO Sie SMWder Good Sq. 3019 Gootl RWG-) 12.0 18.0 W 1205 301931 Geetl R CA' 12.0 18.0 NE 3001939 Good 1141 J -ZONA12.0 1s.0 NE 33.505153 -117.66162 M U MATAN Single SM Good Routs 3001910 Good GO _ p.0 0.0 lE 0 - 301&1 Good 03 0.0 0.0 SE 301912 Gom R30 12D 1&O NE ]0WIM5 Good R155JLZONEN 120 10.0 NE 33.5050 -11].%200 RgM MA ACJACHE9 SluWtiv Good u9m 301815 Good R1-1 30.0 30.0E 127 _ _ 301813 Good Rt4 18.0 9.0 E ]%181]Good R3 G 12.0 18.0 E 1200 33.505252 -117.662974 Ri M EL CAMINO RUL Sind.SMUMGOW 3%1911 GOGoodG 12.0 18,08E 129 -1 9 ]].505]]91].682931 Right EL CAMINO REAL Si Ie SMW],rer (md t.WmPoIe 3001919 GOW 00.1 0.0 0.05 Appendix Al Maintenance Zone 1 Sign Inventory Post ID Location Data Post Date Sign Data P.t ID 62m� L.�. �ft�I s� �t Ty" C� _.2iInIft) �iil MUTCD C.d� I W. b.1 1.D�dl.� U.505859 AIT662587 Wil ELHORW sude sl�&, Sq. Mass G� R5-3s 24.0 24.0 SW 1210 3001951 R30(CA IZO 18 0 SW 301952 C� R�S SJC U.0 30.0 M 73.-SM396 -117.61EM6 Mail a 14ORNO sisp. �hansO 3001953� R8-3. 24.0 M.0 SW 1211 K.195�G.w Mi-11 an 0 0 3001955� Rm(�) 110 18.0 sw 1212 73'5%537 -117GE2264 Right EL MRNO Ss,�si�ldw �fts� _3001956 G� R�3. 240 24B SIN 3D01057 G� ax 0.0 sw 1213 iT'S-W"2-717-%1 W R.9-hl U 110 R SrOW Sq. 300108 G=1 G&IRCA) 00 "M M.506542 m117561754 Righl EL MRNO She% �w 3001959�_Co D.0 U.9" 1214 30DINO G� D-31- Os 0.0 sw 300iml� R-NS-SJC-� 240 30.0 SW 1215 33.506081 -117.661835R411 a MRNO smw.$W.Ift, sq.. 3001962� 0 120 18.09 NG1963 G� 120 i8s E 1216 33.605451 K-117.�19 �4ht EL 14ORW sm9w 5�,a, G� Sq. 3001�� R30JCA) 12M i8s 14E 30M.5 G� R�S-SX-ZONEK 1ZO. 18.01NE 3o.s(esOO -11756tO34 �Ophl El.HORNO S IeS�r 3001966� Rl-1 30A 30.0 NE 1217 3001967� R30(GA) 12.0 1&0 NE 3001968� R;N�JC-ZONE K 12.0 18B NE 12is 33.SD5617 -117.563066 ilght ELCAMINO REAL S,0.S�lftr R..� 3001989� 03 0.0 0.0 E M01970 D3 0.0 O'Ds n BONN 117 Bases ilgN R CAMINO REAL swy�S�da, Squane 3MI971 N 0 30 0 BE W19 =1972 RSO(CAJ _12.0 18.0 BE =1973 G� F30B(CA) Ob D.0§E- MOID74 C� MI-11 s.0 0.0 BE_ 1220 j3-.5W057 -117�%3305 �jght EL�MJNO REAL W.,la SNWr Squm 30DW5 G� ass�_ 12.0 18.0 BE 3001976 G� ROOB(CA) 0.0 0.0 BE 33.506486 -117.663503 Right EL.CAMINO R� Sino,B�r G� sg.. 30019n� Ri-1 30.0 30.OS ini 3001978� L30jQAL___. 120 18 0 S 3001979� RWR(�) 0.0 OA a ".50550 117 6cV91 Rom EL CMNNO R� Sln&S�r G� iRc�. 30019..�� W 00 am s Im I 3DOM1 G� 63 0.0 0.0 IN 30.1HIE F, 24M 30mD W 33.506573 �117.56U&2 Rht DON JtAN.__Slq&Shmuldw q,�- 30019B3�od R��1(251 24.0 30s SW 3001984 G.,J W-NS-SJC-WS 0.0 0 0 sw IU3 300,985 G.. - !mo(qAT- -ul-I a-0 sw 3001s. R�ZONE E 12.0 l8aO SW M4 33.5M6731 -117.6U224 Rigilit WNJMN gnhe Slr�r sq. 3001987 F.r am(q5L---- 110 leas m--- =19"G� "S�JC-ZONE F lzo Was sw 1225 i3-.50019 -117.Essan R�M DON jMN Single SMulder Gwul sq. 30019119� BNLCAL___ 110 lemm 300190 G� R.NS,SJ�ZONE E 110 18.0 BW ins i!7mMlBgG Right DON JMN St,�SMuldw Sq... 3001991�w MKCA)___ ULO 18.0 M 3001952� R�S-SJ�ZCNE E lzo 18.0 SIN 1227 33.507788 -117.661331iftht DON jt� Sr,6 S�., squ. 3001993 G� Rx[CA) 120 18.0 SIN 1 1 3001ON G� R�S-SJC-MNE E 12. Mao SW im 315GO325 -117�531fthl 100 J� Singis S�r G� Sq. 3001995 C� R30(GA) -.- 12X I&D SIN 300ION G� R�S-SJC�ZONE E i2vu iso m 1229 33.508264 -117.661137 Fdohl DON JUAN Smliq S1.0d., sguw. 300199 G� OLCA� 120 18ONE _RX __ 300,99 G-d R�S.SJC-LONEE_ 12s 18.0 NE 1230 33.507424 -117.66M S.� 1.Sh-N.r .U,�5. �1.11�1 Us 18.0 w 123i 33mNTOO2 A!7�. 30020001� R30(�) 12s 1840 W 1232 3 020011� . - 0.0 0.0 NE 1 3= D3 Le "BE Appendix Ai Maintenance Zone 1 Sign Inventory Post ID Location Data Post Data Sign Data Pott to "triude Lorormude Pidiflon Sheel A,hAT .. C.iNfl- moulded SWn ID Curler- MUTCD Code I VAdIll lebohl I P.Dindion 1233 33 507799 -117.552462 Ri III ANDRES PICO Shight,Should r jFar �hxeei 300203 Good M CA , � 12.0 18.0� ! 3002 Gwd-MO(CA) 'ZO 1800 Ind 1234 33 508129 -117,W19,16 Right ANDRES PICO Single Shoulder Good U ChODrel Good 12.0 18.0s 300200 Good RNS-SJC-ZONES 12.0 18.013 1236 33SOO257 -117.6520,15.. it ANDRES PICO S,,I,Shoulder Word Pod 30020 Cood R&I 3&0 W.0 SE 1236 33SO8135 �l 17m662066 R. ht ANDRES PICO Ser,de Shoulder Good S .,o 30020 Good 12.0 18.0 N 1237 33.507814 -117 6625od Right RANDRESPICO S,,,IeShoulder Good A,I Good, Net CA) IM 18.0 NE IS 300ml Good R�S-S�ZONE E 12.0 16.0 NE 1238 3150760 -11766271SR ht ANDRES PICO SheileStiould.r Per U-Channel 3002011 Good 12.0 UO NE NM7479 117662795R hill ANDRI It PICO Sine Stmefil., Fee R-d I CdJoul 03 0.0 DOM 1239 1 Crifica] D3 0.0 0.0 SE 3OU01 Crshi,el R-NS-SJ:-I� 24S 30.0 SW 124D 33.506077 -117.663140 R he YSUmRA S.W.Shoulder U-Clux,rel 30N01 iti i8ma a 1241 33.508463 -117.653OUSiRiold YSIDOM Semle Shoulder Goi So. 30moll Cnicall R26(CX) 12A ISO SE 1242 33507936 .117.663166 ftht YSIDURA 51,1.5houder Good ISO. 30001 Good R30JCA) 120 10 0 N I 30=18 Good R-N�C-ZONEE 112 61 N 1243 33�5069n .1 17.�R ANIRES PICO... Como U�Clexded 3OW019 Good RI�l 300 30.0 NE Waging,Good FVW(CA) 12X 18.0 NE 1244 33507593 w1174663457 ROOM GUACAOUPE shelle Shoulder Goed! S 300MI G000l RxII 12S 18.0 SE 33.500`1195 -117.663,647 NIS GUADVUUUPE argue Shoulder Good! dese 3MOn Good! ET,11- 12.0 36.0 SON 1245 30IMN,Good RS-11 36.0 NO SIN 300=4 Good! IFNNS�SJC VN N.0 30.0 SIN 1246 33.51111108 �11ITSSJIM Field NOGAID &POte Sh-W, Co. Post 3002025 Fmr Rt-1 340A 30.0 N 1247 33.smm 117 6612112 Right U!'25idt S,ngP Shouider For -3 002026� SO.0-W a 5 3002027 Good R-NS-SiC-. N.0 30.0 N r l2v ISO E 1248 MUSINKOR �ii7.�RON -A� &ftA s,uirrr Good he P. 2.ZM; 1.�l 33.5er955 .117 MIN RIght MANI talinve Shoulder Good Round 300:2029 Good D3 0.0 0.0 E 1249 :xglitgne,Dood DO 0.0 "N 30120211 Good! HNN� 24.0 3"S 33.507923 -117.6652AN Right LAZKNUA single Steluider odder IS Poll Sell ME VII 1250 3OOCO 3 Good 10 "NE NOW34 r jl�CA) 'ZO IRA E 3MM35 G33-I,C-, 0.0 aQ SHE 1251 33 W7889 117 W5509 Right UZAN.JA S 1,11, Good Silrw Pd. 3=10the Good! ROSDA) 110 I&OFE 31DOM7 Good 0.0 10 SE 12S2 32,501 .117.665010 Right Uk JFANUA shroxe stexede, Died U-Clennel 3terhow churei ECslcA) izo ISO. 1253 33.601 -117�564 2ANUA Shafte Shoulder Good U-Cheoel 31DOUNIGS Good RI izo ISO w 125,1 33.501 -11DE&WO Clefter Jkl!ANUAST Gooll Squ� 31HUNG40 Good R�7 130 24.0 E 301121041 Good! 0ml-1 ISO ISO E 1255 33.WM2 "117.665929 Right UZANUAST Good S.. 3005513 Good WHO-9 NO SOO E 3WM2 Good W.1 30.01 30,01E 33 WOO .117 MUG Right Call WISFRAMID Whigler shoulder Godel Light Pow 3mm Good ROI OS 0.0 E 1256 3002,10"Ill Good RUBI A� 0.0 0.0 E 30112045CrAddl ��NSI go SO E 3002M Crece! HANI O�O SO E -33-5-070281 -117.566087 Red CM CARSTRANO Single greedier Goet! sleveld Ifeed WMIGer Good Fm�l Ov 40.0 E wilt?018 Good FV15-1 0 48.0 5 33SOVS9 -1 l7.66SgS9 Carter CM CAP STRAND I I - 18.0 HO E 33.507050 -117.665091 Ritild CIA CAPISTRANO Settle Shooludd., Good! sq. 300618 Good Vi 18.0 12.0 E r,t,er 300201 R9-3b 0.0 IJO s 30020521 R15-8 18.0 10.0 E 33SIOnlill wi!7.N�Ri NhtCUCAPISTRANO SI S Appendix Al Maintenance Zone 1 Sign Inventory Post ID Location Data Post Data Sign Data Post 10 Ligrilighe bimiditud, Poi sheret Ai Tu. common I mairdird Sir 10 Corel MUTGO Code Width I Neeflot I holes Direction 3d.507809 -117.0621 30N05 Good S17 C�j 00 1 E 101 3110205 Good VVNIS-SJC-CAP 24.0 9.0 E 300205 Far, Fighl OmD 0.0 E 1262 333075113 �li7mM6699 III Or LA iiANA ST St..ShOmuldler Good! St. 3 5 Good Rai 0A 000 E 33 507855 -117M67 III leShi Goorl Uhd RIO, 3wn5 Good fil 24�O 30.0 E 1263 6ord D, D.0 0.0 E =206 Good R30l 0.0 1 E 33 51 -117 ral ri U gAWA--U'ad shoulder Goord squal 1=06 (Sood �S-Sic-SIBMPIS M OA E 1264 301 Fair Rlifii 0,0 1 E 3DO206 Good C-NS-032 240 18.0 E Ins 31 .117.663216 Is It LA2AWAST shor Shoulder "herved dialogs (hood forill 0.0 0.0 E R 3 n'005 3glogs R Or , I he Shou'2 g is sO shoulder gh I she" R I 3111206 Is h' 3.. Ins 33.507636 -117,6671`0211 I-A�l ST 1.Shoulder Gdood sq� 300206 Good "�C�Bi 0.0 ..0 E der, 1357 33.597543 -117.11 111 �ul ST 5i 1.Shi U.Miloole, 300206 Good R_WB(CAj- 0.0 0.0 E 3002106,1 It NW 24.0 30.0 E 33.597424 -117,660359 Right AVD 0 SI li shoulder, Good! 1 3 RI-1 30.0 30.9 E Ins, gronged,I;oodd i W.0 30.0 E 1259 _33.5ti -117dralvannIght CL SANTA R05i Sir a.. Gered RUIVId 3002059 Gi W 010 0.0 N M2070 Grei D3 U 0.0 E 33,510402 -117,664059 Right CL SANTA Rigi sky,groomer, criedo �Cduxvi 3MO71 Godet R CA W.0 ii N 1270 :dKaOT2 Good R30 CA I i N - 3001 Good Rslxg�ZUNE G 12.6 Ta-o N 33SO9702 -117664095 Right CLUNTAROBAl sq. 3 4 Cighod CA IzO lax N 1271 3002075 Good Fill CA 0.0 Gi N s(12,11A]GoW RIrsss�ZONE G 12.0 111.0 N 12n 33,509559 -117 664212 R�,i CL BANTITA 1401511 shi shodurder, good "herve, 30it Good! Cik 12.0 11 M 1 31002078 Greed! ��ONEG 12.0 18.0 E 1273 M.5011557 -117 M4562 ROOM VIA LOS FJJAR0G r Godel Li Reire 30021179(Solid CA) 0.01 D.OIKE 33.SNU9 -117 664717 Center VIA LOS PrIJAUR13S ShrairSirrod , Good-Round 3�80 Good! D3 0.0 0.0s =nal Ge"! 03 0.0 0.0 E 1274 ---- 3002082 Good ii 1 24.0 n.11 S �3l� RWCA) 12.0 Ill 1275 33.50NO7 -117 664794 Rhoht IVA LOS P� Sri Shoulder Surer Imbod, �m Goi Ri-I some n.0 N 33JR19,169 .1 17sGS533 Rqhll VM LOS P� SMic Shoulder (IoOel whill"i 3=05 i R3OldCA 1 0.0 E 1276 Rm(CN, 12.0 I&UE- =2087 Good R�Si D 12.0 18.0 E 3F5-m74 71-7�i F.I.-vm Los Reumdros 97VO'Sh.older 3D)i 5oed W 0.0 O.Os 3MM89 Good M 10 0.0 E 00 00 a Im 3002090 Good R-NS-SJC-NVV 24.0 .0s 30,2.91 Good mi Igg It �.Ni Goac! lw�l 12.0 1&0 5 Ive 1 33,509339 .1 17.MI30 lifight VA LOS P,`,AJ= added 300203 ig,O,1 ii W.0 30.0 N TIM9319 -117.61 Right VIA LOS INI.Al sider,shoureded, otter RIO. 3002M 5:�40W--- 00 "N steams 3 0.0 0.0 IN 12n, Geod RNS-SJC-hW 21 30.0 N 3XI20,X`Good MCA) 12.0 18.0 N redden Good R�Zttl D 'z2 18.0 N Im 33.5095221-117.61i4gni Los A"JUARMS �s� Good 3�gourd Gi Ii 24.0S MIT Sri*Shoulder, grew Round! 30021041 Good M 010 mos IRL =101 Gueed 03 000 0.0 w 10i 3mlo2 Good Ri Ill 18m0 W J__ 1282 NX2103 Good 11.30BB(l 0.11 QmO W 1U3 ICL BONITA i P. 300210,1 Goord Fhtl�ZONEG MIT 154 SIFY Good Fi2i 24.11 301 Appendix At Maintenance Zone 1 Sign Inventory Post ID Location Data Post Data Sign Data PM to LelilWa Ran i Ghee! .1T C Wit Melena) 5 10 Cwdoion MUTCO Cdb `Vii - N iOitatlron 1284 30512197 -11756730 Right, CIA STRANO Si MSiRWNr GOW 302106 Gmtl G85 G 10.0 2AA5 1265 3351]5]2 -117MI102]Right CLI iii Si MShouli (awE RewE 3002107 Q.J 03 0.0 0.05E M02108 Gmtl W 0.0 0.0 sW 1286 3].513991 /7668267 RI hl CL LORENZO 5' la SM1oulEet (aocd 3=109 CW G950 CA 18.0 20.0 SE 157 33.514]0] -117 MM58 M CLCHUEG Si SMWG+ fiWt 1 3W2110 CamE o3 _ _ 0.0 OO SE 302111 fiaad o3 0.o ho SW 1208 33.515,112 -117.658901 CM GFignr 340 51 Ie 50u1N2 GNE UCMrvW 3002112 Goof 34/31_ 36.0 38.05 1289 33.515568 -11]699038 M CM CAPISTRANO Si le8how. oao] 300211]Gmtl 8285 CA 0.0 0.05 1290 33.515805 -11].50080 CM CPPB RANO Si Broader Gmtl PMe 300nl41 o R}711 _ 30.0 30.05 ]02115 GoodR265 G) _ 0. 0.05 3artl16 GmE Vi oD 0.0 s 1292 33.515467 -117.669346 RIM CM CAPISTRANO GOW 5 tug Mail 30021190006 O3.1a 0.0 0.05 1293 ]3516705 -19.669449 Matt CM CAPISTMNO Si iallit Wdn Gmtl 5 . 30M120C i,l G950 CA 18.0 24.05 1294 ]3516]48 -117.66N78i i M CM CAPISTRANO Si IeSMultlet CCN MPtle 3002121GoM RUSISHCAl 0.0 e05 1295 336517232 -117.6696018 N CM CAPISTRANO sii SM1oultlet CCN MPi 3002122GCN RNI5 CA ea OAS 12% 33511763 .11].669094 Right CM CAPIsT w tm Pi 302123 GmE_ R3-7R 5 30.0 30.0 5 3002124 GwE R26 5 CA 0.0 0.0 5 1297 3351833,1 .117 670080 Ri M CM CAPISTRANO 51 le Sh.ddE r CCN N Riga 3002125 CCN R25 S CA OA OA s Ina 33.519957 -117 M8701 learn JUNIPEROSER]i SiShoWMr GaNstaere 3W2126Cntit R2 CA 12.0 18.0E 1299 33519962 -19.568799 R' M MRAPERO SERRA RD eSMWOs (,1,134scamra 30 127 Gaal li 0.0 0.0E 1334 33.519957 -117.668908 Nat MNIPEROSERRARo SiIe sMulOv C.wE ❑_ MPtle 303128 Gmtl GS-16(CA) 0.0 0.0E 3002129 Gmtl R}7R 30.0 30.0 E 33.51%74 19669119 R,hl CMCAPISTRANO 5 esICWBv G0a0Me 302130 G0otl G96(CA)_ 0.0 0.0E 1301 -" 301 Gaotl W}IJMmJ_ 34.0 te:OE 302132 Gmtl CA 12.0 18A E 1]02 3].5198]11 .117.669397 Right CM CAPISRNNO 9 eSAwltler Gmtl uen 302133 Gmtl ti km_ 30.0 30.0EE D00219<Gmtl R26 CA 12.0 18.0 130 3352093 -19.86&9]Ri hl CM CAPISTRANO Ga'ttl state aL 302135 Feir O}ta 00 OA 1]04 33.52034 -11].669453 Right CM CAPISIRNq Sii CCN . 30313fi CCN Ry7R _ _ 300 _ 30.0 3003137 GaN Rze G i2A 19.o 1]05 33.520395 -11TMM17 Right LMCAPISTRANO SI Ie Sh.dtl CCN MPab 302138 GoN R}7R ]O.0 30.0 -_ 90031]8 Gmd R26 CA _ 12.0 1a.0 1]06 3]520]84 -19.669]5817 M CM CAPISTRANo 9 MSM1OWEer CCN LLGNntW ]002140 Gmtl R2-145 . 24.0 ]0.0 1]0] 33.5232 -11]E68621 Right CM WISl3Wq SlnWer ieM uYa 3003141 Gmtl LA OA OA1308 33.522723 -117 W8360 R I CM CAPISTRANO si S gguaa r Gm0 PMe 303142 GON R 71R ]OA 3a.0303143 Gmtl RSCA . 0.0 0.0109 33.52340 -117.568013 Ri hl OM GAPISIRANO 9 e Smw&l CAW 3002144 Good R}7R 30.0 30A30(2145 Gmtl RS CA OA OA1310 33.5341 -19E67967 M CMCAPISTRANO 51 Ie Shouli CxW MPtle 3002A6G flS5CA 0,0 OA 1311 33.525717 -19.68554 Rt N CM,CAPIffiRANO Single Shoultlee CCW . 30219 Gmtl 011-7 _ 30A 30A SE 302148 Gwtl Vii 30.0 30A SE ]].5369] -1 P.Efi09]1 RJ M11- CM CAPISTPANO Si Ie ShouMtt CaNO 3W5NM CCN_ 0345002 - __ 120 16AS 1812 - 302148 Cro] Mi 0.0 O.0 SE 30010 Go00 SRV-I(CA) 12.0 19.05E 33.55571 .117.6696121ftiall ICM CAPISIRANO SM1OWde CCN Sq. 3005565 Gootl R&3a 12.0 12.0 SW 1313 300151 Gmtl R30E CA 0.0 0.0 5E 302152 GoN 94221 CA - 120 1a.06E 33052680 .11TWOOSSIFfiglatCM CAPI51RAN0 SNaM6c G0W agitate 300567G0N Ril n 3005560 CCW R&ea _ 120 18.05 . 1314 3ON Gam 011-T 30.0 30A SE 30344 Gmd G44CA 1315 33.52705 -11].6]0298 M CM CAPISTRANO SM1PWtler CCW lain. I300155 CCW 02-2 30.0 30.0 SE Appendix Al Maintenance Zone 1 Sign Inventory Post ID Location Data Post Data Sign Data Pae110 b ftJ-IIT75�2 de PaaiOon SO., AeaMT COM,. MNemd S.Wo ComHian M=D Cade KfNi Neill Face Wemon 33.52]3]89 M CL1 CAPL42RAN0 Si ShoWdu Gddtl U Chenial _3005569 Good! S CA ' 12.0 18.0 5 xOSVO(x97 R11GO1. 120 10.05 1316 3002156 Good $1]CA) 0.0 0.05E 3002157 Gdad (s CA 0.0 0.0 SE 30021se Good M61L 0.0 O,OSE 1317 33.5MM353 M CM CAPISTRANO Si ShoWder Gadd s'. 3002150 GOM R%5 CA 0,0 00SE 1318 335295165]5 Right CM CAPISTRANO 51 SMiiler Good "hand el 3005556 Coed CA 120 10.0 m 3002160(turd 82:14 21.0 30.0SE 1319 32920% 04 M CM CAPISTRAND 5 ShoWoer Gm0 LLChanM 3002161 Cml R21 21.0 W.O S 1320 32534661422 M1I CMCAPIS .. Si SMWder Gootl Sduem 3002162 Good R28(CA) 120 18.05 3002163 Good MC-111321 33.53052106 CN CMISTMNo S SM r Gots 3002164 FeeCA 12018.05 33.5370085299 Right CM CAPISTRANO Si IeShoWder Fair 6 . 3002165 Good R2-140 me 30.5 1322 3002166 CMwl Rte_ 12.01 18.0 G 302167 Good RSISSJGOVERSI2E 0.01 0.05 1323 3/5371101.117.674N7 .6]529]0 hl CM CAPISTRANO SI Ie SMWder Gwtl S uere 302168 Cnllwl R28CA 12.0 18,05 1324 33.530023 .675138 M CM CAPISTRANO SiIe Shoulder Gots square 3002169 R26 CA 120 18 Y S 1325 32539158 .6]4N7 Re M1I CM CAPISTRANO 5i a 8M der Good S ware 302170 GUA - R2 CA 120 16.01326 33.54D229fi]4743 R M CM CAPISTRANO 51 Ie Shoulder Fair 6 .. 302171 C d R26 CA 12.0 18,0197 3354098 .6]]045 M1I Si le Shoulder Good 5 ., 302172 Gots R28 CA .1320 33540800 .6]]141R M Si Ie Shoulr Good Routs 30021]3 Ca-0 Ri-1 .01328 33 51049 .677187 Ri M Si Ie Shoultler GOM 5 uare 3021]4 Gard R20 CA 24.01330 33.539509677!]5 R' M Si Ie Sulder Gxd ULMnrd 3021]SCid Rt-t 300 30.0711331 33.5392566]]361 Ri M Sin Ie SMuldar Gwtl 5 uem 30021]8 GOW R2B CB 24.0 16.0 N1332 33.538%067]326R M1I Si Shoulder Cool U-CnnM 302tP Good RY 15 24,1333 33.98655fi77US Ri M1I Si le SMuldar Good S uam 3021]8 Cmd R28 CAj 24.13M 32538134677M M hl SidgleSM1oultlerGots U.Chd nw 30021]0 Good R1-1 W.]1102180 GW R 2 301335 33.53]3536774]9 MOM Sink Shoultler Good U ChaneM 302181 Goad R2.1C1 24.0 18.0 SW 1336 33.9]523 -1176]]320 ftht SI Ie ShoWder Goatl Suve 3002102 GOM R28(CA) 1077 2qO SW 1337 33.53710 -1176]]183Ri M Si e5haulder God lftund 302(63 Cood R1-1 3p.0 9Op SW 1330 33.537893 -117.677152RIh1 51 Ie Shoultler GoW Seam 30D2184Good R20CA' 2L0 18.05 1338 3353803] -118R M1I SI Shoultler G. UChenM 3003185 Good R20CA) 24.0 18.05 1340 _23 53875 -118 RIM SI le5houlder God LLCMnM 302196GCW R2-115 240 30.05 1341 33,53686 -117.677211 RI M1I Si Ie SlloWder Good U-CMnM 3002187 God R28 CA 24.0 10.0 5 (342 33539139 -117.677N1Ri M Si Ie Shoulder iW Routs 3002INCood Pt W.0 30.05 1343 33.539193 -11].6T723]RiM SI Ie 51ou1der Good! ULM1anM 302189 Gcod WCAJ 24.0 18775 1344 33539353 -117.67]260 Ri hl Si Ie Shoulder CqW Square 30D2190 Far R2B CA 24.0 1&0 5 1345 33.539590 -117.67n7TIFihl Si Ie 5noulder Gots U-Chenrd 302191 Csud R28 CA 24.0 180W 1346 33.539701 -11].6]]2]SR[ M Si Ie Shoulder GaW U-Chenrd 3002192 Gaol R2a CA 24.0 1805 1347 33.53%66 -19417750 R M Si le Shoulder Good 302193 Good R28 CA 24.0 180 5 1348 3354012] -117.617130Ri M Si aSMUMer Fair dCheOM 302194 Good R281CA 24.0 18.05 1349 33.540265 -117.677101Rih1 Sivd,SM1oultler Gmd Routs 3002195 ChM R1-1 . 30.05 1350 33.540415 -117 6]]084 RIM I.. 5i Shoulder GCM 5 me 3021 Good R2B CA 24.0 18.p5 1351 33.540550 -11],6]7003 RI hl 51 a 5houlder Good Sguare 3002197 ChM ft28 LA 24.0 18.0 SW 1352 33.54080 -11].6]]116]FUxA 51 a SbJtle1 Fir UCMnM 3002190 Go. R2-1 f5 240 30.0 5 1353 33.540954 -11].6]8%]RdN 9 eshd de, Camd 30210 Cm1 R201CA. 240 18.0 SW 1354 3354112] -11].6]680 RIM Single Shoulder Good UChennW 300200 For R28 LA 24.0 19.0 SW 1355 32541298 -11].67660 Ri M Si le ShoWder C 3J S uare ]002201 Gots R2B CA 24.0 18.0 SW 1356 33.5413& -11].6]6401 Ri hl Si Ie Shoulder God 3022020 R2 G4 24.0 W MN 139 33.541440 -11767SS 3CenW Si Ie Shoultler Cad Suare 3002203 C»W C2005LOW PAOOLE 0.0 0.OW 1350 33.54130 -11L67998 Ri M C We Shoulder God fti 91 Slndwe ]00220!Good RBd 18 Y 30.0 W 1358 33.54120] -117675280Rht S1 Shoultler Good 5uart 3002305 Goad WID-1 W. %,pW 1160 9541260 -11].67504]. M CM CAPISTRANO Si SM1ouIMr CadM U-Chenrcl 30023%GOM 769 18.0 30.00 Appendix Al Maintenance Zone 7 Sign Inventory Post ID Location Data Post Data Sign Data P.a 10 laNuda due. Position I Surto flShouldar GnnSmn M'derW n 10 C ftu,. MUTCO Coos WMM1 Fare Giretlron 1361 33.541198 -117.82488872 M CM CAPISlniM0 ft Gootl 30220]GOW R33a _ 00 0.0N 3002208 Gn WF(CA) OA 0.0 N 134 33.541212 -11].6]4838 Ri N CM CAPISTRANO der Good Nb0d Poo 30220 GeW Rt-1 30.0 30.00 1353 33.541108 -11).44852 Right TM CAPISTRANO d. Gootl Nbotl POM 3002210 Good 010-5 30.0 30.0 N 3002211 Good W12-21Matl O.0 0.0 N 1364 33.540256 417774990 R101 CM CAPISTRMIO dv Gootl . 302212 Gootl R2fi CA _ 12.0 18.0 N 30]313 Good SR ,(LA - 12A 15.0 E 1365 33.539853 -11].8]509 CM CAPISTRANO Gdo 302214 Goo 011-1 0.0 0.0N 1366 33539114 -1176]5161 CM CAPISTRANO der Good _ 3002215 Geo CA)_ 12.0 18.0 N 3002216 Good SR22-1 CA 120 18.0 N 1367 31530409 -11].6]40Rigid CM CAPISTRANO lder (SOW 0.6mnrM 3002217 Good__RMe 0.0 0.0N 3002115 Good Sa LA taA 24.0 N 1368 33.53800 -117.0]5299 M CM CAPISTRANO ldar Gor squens 302219 Gootl RM&A)_ 127 18.O N "MO Good OM2-1V 0.0 0.0N 1369 33.537596 -1171753511Rght C_M GAPISTRANO Sirgle Shoulder Goad U Mh M 3002221 Goo SR22-l(CA) _ 12.0 18.0 N 3002222 Gztl OM2-1V 0.0 0.0 N 13M 33.537441 -t 1).875375 R' M1I CM CAPISIRMIO Si Ie 51wrMOr Cuk ULMnM 3002223 Good OM2-1V 0.0 0.9N 1371 3353]385 -917.675382 R M CM CAPISTRAIA a S.M,r Good I Idhnml 304224 Good 0M2-1V 0.0 0.0 N 33.537125 -117.67549 MON CM CAPISTRANO Si Ie Shoulder Good 5 oero 3002225 Good 1 ___ 30.0 30.0 N 1372 3002226 Good WlL _ 12.0 M.0 N 3002227 Goo R26 CA 12.0 18.0 N 1373 33.53670777.67M74 CM CAPISTRANG Sonold 6MW, Far IFCNIYWA 30O222e Gold n.1(451 24.0 30.0N 1374 33.53600 -117,675S44 Fdft CM CAPISInemo Si Ie Smooth Gootlua Good!GORMCA 120 18.ON 1375 335346]5 -1117.675519 Refit CM CAP1$TRANG Si eSM1ouldth Car sq. 3003210 GoodR26(CA) _ _ 120 18.0 N ]002231 Good ML6 Go OA N 1376 33530950 -198]5152 Redid CM GPISTRAIJO Si I.SM1oultlx Cool S', 3002232 Good 722-145 ODD ]ON 1377 33.530800 -117ht Ri CM CAPISTU Si le Soulder Famrcl Fair LLQi3002233 Good 59 CA o 0 0.0 NW 1370 33.528512 -117.67264567MB4 Right CM CAPISTRANG Si Ie Shoulder CgrE 5 woo 3002235 Good WF2 30.0 30.0 NW 1379 33528324 -117.6]2445 MOM CM CAPISTRANO Should Shouldu, Far LLCM100f 3002235 Goo 82-145 24.0 30.0 NW ]3.5969 -11).6]1488 MOM CM CAPISTPANO sunih,SM1oultlm Cao S . 3052236 Goo 1-7 30.0 30.O NW 13811 304Goo WNA 237 (CA).._._ _ 30.0 N 0 NW JOaCl3B Caul Va 280 2u NW 30423BC .J MLII 00 OON 1381 33.527278 -117870821 FUght cmSdOId SW]v Caul Red 00226 r ou3Ca24.0 25.O 1382 33.626807 -11].40342 ' M CM CAPISTRAW NO Si .ShMoulder Cao squede 302241 FaSWIGr STi CAI OA "0.0 NW 1383 33.52684 -117.570317 Right CM CAPISTRANO Sid,l.SmWdN Caul ROUW MM42 Goo R83a 24.0 24.0 NW 3002&3 Good Mob 0.0 9.O MN 1384 315243] -1 P.8]0142 M GM CAPISTRANG Si Ie3NUMer G_wtl Rour 3002245 Good 30.0 30.0 NW 30G44C ]215 Good G44 CA 0.0 0.0 NW 1305 33.5II1B1 -117668926 ROOK CM CAPISTRANO 5 eSmWoer Gootl300246 Good OMLI 10.11 1605E 13511 33.M143 A 17 WO959 RN CM CAPIS17IM0 SandeSihoulcor Good sdNede 3W2M Gor 01.7 180 36.O SE 1387 33.52206 -11)85904 - M cm CAPISTRANO GodheShoulde, Good iScush, 30@N8 Good OM43 18.0 15.0 aE 1388 33DW72 -11)854247 Right CAPISTRANO Good sgoa,madt 9002249 GIW R3 307 30.0M 1389 33.504858 -117663708 Right ACIACHEMA Single 5h0ulder Good 1 Chadd W 3002250 Gold G&16 CA 00 0.9 W 33.504731 -11).66]326 Right ACJACHEMA Si Ie Shoulder Good IACNenrW 30M61 Good 031 360 38.8 W 1380 _ 3002253 Fqk St-130.0 30.0 W 22 90053 Fair _54-3_- _ 0.0 NA W 302254 Good Fmm 12.0 180 W 33.501883 -11].84960 CJACHEIM SWok SM1aoer Cao Ntr PM 302255 Cao 1-1 30.0 30.0 SW 13.0 3002256 Goad, ftfa - -' 18.0 8.0 SW 380224 Goow-1 -- _ 0.9 0.9 sw _ 3002250 Good M7-11 2 SW 1]92 33504825 -19.862861 RiM EL GAMING REAL Si Ie Shoulder Gootl ❑ MP.b 302259 Goo 722-125 24.0 30.00 Appendix At Maintenance Zone I Sign Inventory Post ID Location Data Post Data Sign Data PW go LAR� �n M.t T own ID C�lon MUTCO C� I�m 11 33.503968 -117.662436 FUgM �CAVUWREAL a .sh.�.' Cmd Sq� Mm5o� S1.1 30.0 30.0 MY 1393 MGM,� 80 24 0 W 300462 G.d 24.0 30.0 W 13" 31543370 m117.662139"M aCAMINOREAL Si e5hould� Good 30*1263 W.0 W.0 N 33SD31U 117652024RIghd �CAMINO RML S. W ,t_Sh.Wd. squang MM254 G� Sl-l- -- M.0 30.0 N 1395 300=65 Go,d 8.0 24.0 N umnso dooci v�Ats-��XIJNG- 0.0 0.0 N 1396 33.50095 771-7mINS!;Fh-t a CAMINO R�L --s EShouldv GoMl Sq. WCENS?G� RIA - W.0 30.0 N mome G� FKFfz-- -- la.0 9.0 N 1397 33.502787 117.66196a RloW EL CAMINO REAL S S M�, U.C� Memo�w W1.7 le.D U.0 E �c d.;w aml-I 10.0 18,0 E 1390 M.501932 417�P�'m mmo� Gow umm� 3�1� GO-MCA) 0.0 0.0 E I 33mMlVM ml!7.66�35 Righl Cft� S�r G� s� MmU72 G� R7-108 lzo lob E MOW3 G� 0.0 Oc E 1399 MOW4� a2iococmor�- 0.0 0�0 E Mows GcM "ll 0.0 0.08 1400 33.501950 -117.66MD3 Ro!___ORTEGA ----$lngJeSM 3001276 GoW -U..- Gb E �G� 0.0 0�0 E 1401 33cO1963 -117 go R. m7m�--Sw.S�� Slow P� MO�78� �2 0.0 0.0 E 1402 M.501733 -117� 55 R. gig�mam 3DO2279� D�'. Q�o g tAV 1403 M.501T71 -117 M472 Righl ORMGA "W� -.72.�w R7-10B 12.0 18.0 w ��mgl� owil D.0 0.0 w 1404 33.501748 -117.66111-m�l slnql�S�lft G*W "ha.1 3002202�W D�l D.0 0.0 w 1405 33.601724 .117,6618"Right ORTEGA Sin,IeShouldar Good �Chg� 3002203�� R7-103 U.0 18.0 w UOU"G� DT-O 0.0 w 1406 33.501654 �l 17.651737 ftM �CAMINOREAL �S� Slow P� 300220� 0.0 0.0 N 1407 33.501572 -1 17MI743 R9N MCAMINORFEAL �5� sq. Mum� R� 24.0 NX N 302287� oc 0.0 N 33.5DI449 .1V.961754 Right MCAMINOREAL smgle Shoulft G� sq. 3002288 C� 24.0 N.0 N 300�89 G� �a 0.0 0.0 N 1408 30=90 G.d �11 0.0 0.0 N dwa-Rgmmw� 36.0 48.0 N 1409 3T50-14M -117.5111779 ac�m� si�S� G� �C�w MOnS2 G� W CA 0.0 0.0 N 1410 33,501271 -117.661000 RW a CAAIWO�L M`*ShoLkle, Sq. __30OU93� RMIJCA) 0.0 0.0 N 30�G� RMICA) 0.0 0.0 N 1411 3�5 0 1-2 0 7 7 1-7-W1 79 3 RM-n CA M I NO R EA L sl"ft M.W� G� Sq� 3=95� R1011CA) 000 000 MONN G.d RM(CA) 000 0.0 N N 1412 335009U .117661828RUahl CAMINO�R�L Skeic,SMulder Gowl Uum P� MOU07�od BLBjCA),__ 0.0 0.0 N wome�w Omo 000 N 33.51KINO .117M1828 R41M =NHW-R� 51gk S� 3014299 G� RB-3. 24.0 24 0 N 1413 3001ING� R7-108 110 18.0 N 3NX?W1 G� �IL 02 OON 1414 33.5001N Tl 7-W1 844 CAMPNO R5AL sl'sie S�w 3%23021� IR7.108 1 12.0 18.0 N 30023031� INWIR 1 0.0 Og N 1415 31500818 ml!7.661918 RiON YOR07- Simle shoul� G� "W� 30023N �a 2 31506011 A17.662179 RVhl YORBA l�ShOM. sq. 3=305 R8-3� N 0 24.0 S 23,6 W�- lzo laos 1416 .2306 MC2307 �11 0.0 0 L 107 I-R-.�IYOR .Mg BA ..M,agal _7 VF- 3=30ff �"9 1 02309 G� 30 RwW 3002310�M D3 _33.�.j...". i. - - .231,E D3 0 a 11 1413 3002311 0 d .0- o.5 .2312 G� R14 M30030.01n Appendix All Maintenance Zone I Sign Inventory Post ID Location Data Post Data Sign Data Pml ID lmatdu� �dw. P. S� Mml TyM Ca�fifi.� I Saan to Condifian_M�G C� msh I�rd I Fa�D�mdion 33,500500 -117.662376 RqM YORBA &,,l.SlwWMv Gwd UG�.l 3002313�d R� U.0 24..DTW 1419 - 3002314�d 12.0 18.0 W 0 W 3 W2 3 5 Gwd- -0 0.0 0.0 W W awn's�w �11 co 0.0 W W 33.600534 -117.5S2169 RigM YORBA Ssn0.Shw4wr Owd R..W 3002317 Gowl RB3a 24D N24.0 W 1420 34162318VF_ 12.0 Is..- "s 060 ot_.W A W 1421 31500529 "117.682110 Rigirt YORSA SsRa&Shw� 0.0 00 W 14n 33.500527 .117 661941 Riglsl YORM singis m~ awo UCha�w 3W=21 Gwd 24D 24.0 W 3XM22 G� 0.0 Dow R 1423 33400497 .117.MI905 R� YORBA S� R.� 3W2323 G� D,_1 OD 00, 0 W 335Mn -11761SIS92RUM YORBA �S� F� Rowd 1 U102,324 G� FD3 0.0 a W D 1424 XXMZG� D3 0.0 0, N 0 r mmm G� 30.0 30, W 1425 1 33.5011291 -117.651SL3R� EL CAMM R� Sift.S�� UVC�� 30023V GaM 0.0 0.. N 14N 33,5001431-117.661887 ftN ELCAUHNOREAL SA Sm~ G� LPC� 3002328 GaM Rausum DD 0. N 1427 33.500027 -117,661937 RJ� EL CAMINO G� sq� 3W2329 GoM Rwfl�l 0�0 0, NE 33 49NN -117 662077 RiOt FORESTER SJnW.Sh.Wftr S . 3002330 GoW R8-3. 24,0 E _3W2331 Gowl .,0 0. E 1428 3002332 G.d R7.108 120 18, S 3002333 Gmd W46(CA 00 0. ff IN21�4 G.d �11 00 0. E 33.49990 117 W2407 F69W FORESTER S,Nle S�.� RwW 3002335 GoW D3 OD 0. S 1429 M02336 G� D3 0.0 0. E ammu�Wl --30.0 M E 1430 33 49%59 -117 651659 RigN FORESTER S,,�S�� 3W2nH G� D3 0.0 0.0 W MM39 G� 03 0.0 m W 1431 3&5� "117.661787 R�N ELCAMINOREAL S.A.sh� L6C� 3002344 G� 24.0 2,L0 1432 31NG450 -117.661736 R,01 EL�MINOREAL �S� LLC� 300n4l�7� 24.0 24A 33 500657 .117%1728 Rght ELCAMINOREAL swo,sr� now LLC� _3002342�W R�. 24M 24.0 1433 3002343G.M R7 108 120_18.0 - 102.4 do�QDE::_ __ -00-00 - MN34�Ed M�IL 0.0 14U 33,499542 -117.66GZ12 ftM FORESTER LN SiMle SMuldm G� Ofl� 30234.G.d CM4"a Mo 18.0 1435 33.499495 117660769RaM FORESTER W SINle S�uldu Gwd �hs� -TO 0-2-3 4-7_E_�_d WYl_(C-A) -0 1-0 0 3002348 Fair Om�3 18D 1 RFO 1436 33.4990M A17.60362 RlqM FORESTER LN Simla S�uldw G� Mw P� 300234s Ga. Rl"l 30.0 WD W 1437 33,499NI -117MG302 ftM DEL OBISPO Sws;l�Shwid. G� Sq. 3002350 aW M3 3.0 WX W NA98155 117661482RI�M DELOBISPO Owd sig� 3=351�W SH �.�_W.D 1430 300052�RIG�7 12.0 24.D &MOSS G� R93a 0.0 0A N 300=54 Gwd R93b 0�0 0A N 1.0 33498175 117652110RIght DELOBiSm sk,�S�ft, G� 340046 Dow ca_lqc� 0.0 0.0 E 1 3002,57 G� mi-I DD 0.0 E 1441 33.498191 -117.6finall RiqRd IDISLOUMPO S.W.S�alft, si," assume G� W2 24.0 24.0 E 3002359 G� �iR G._0-0.E 33 49UN 117 662435 RxIA CAPISTRANO sh's,S�os, siw MOVED,� R7M(CA) D.0 0.0 E 1.2 3002351 Good D2kla 0.0 0.0 E W02362 Gowl R54 240 24 0 E 3002363 Gawl �1(25) 24.0 30.0 E -117.662430 Right CAPISTRANO 30023M GoW G95D(CA) l8mD 24LO S CAPISTRANO Simla S�uldw 3002365 GoW �ls(CA) DD D.0S 1445 ra� ME_1ANISTRANO tow, 3.2.DO. R24(25) 24.0 3D.0 S 3N2367 G� R7-108 12.0 ISDS Appendix Al Maintenance Zona 7 Sign Inventory Post ID Location Data Post Data Sign Data doer In WihW i udedowe I PwEan I Srul Aaee1T Cmpihon Nehdddl ID CondOon MI'TCD CMe WStllh - M F�Diadpn 1M6 33'499696 -11].662390 M CAPISTRANO Si eSIMW4r Good U MPole 3002360 Good 30.0 X.OS 3002369 Good 0.0 0.0 S la4] 33.500]60 -11].662503 GPI51RAN0 SI S: GDod UGer9al 30023]0 Good Rs3a 24.0 24.OS MD2371 Good W-108 12.0 18.11S 1448 3J 501201 -11].662544 N GPISTRAIW eSlwWtlet Good Round 31302371 Good G&1 G 0,0 0.05 31501474 -11].662501 1 GPIST ANO Dw0 M9L 30023]3 Good 30.0 30.O S 30023]4 GaM 133.1. 00 0,0 S 1449 30023]5 Coad R9de 0.0 0.0 W 30023]6 Good R9.th 0,0 0.0 W 1450 33.5015]8 -11].662600 R' M CAPISTRANO 5' .ShoWtler Good P.und 30023]]Good G I CA0.0 0.0 5 1451 31501628 -11].62599 M DAPISTRANO S' Ie should. Gond LLClamY 3002]]8 Good WAN 12.0 16As Gaal Moe 13.0 0.9 s 1452 33.5019]3 -117.662766 M CAPISTRANO - kShoulder Cool ftneimirda 3X2379 Good 011. 0.0 0.05E 1453 33 5=76 .11].66292] - 1 CAPISTRANO Si".Shoulder (iW LLCdedl 3MWO Good 1111-1 0,0 0.05E 3002381 Goo] 1 F3 0o O.0 SE 1454 33.502166 -11>.fiX011 - In GPIsnWK) Ind.Idd. 1. 3X2382 Good G95D CAI 18.0 24.0 SE 3X2383(icod Sul 10.0 U.0 SE 1455 33 302]55 -11].661138ladle CAPISTRAND 5 .Shoulder Good MPW 3X2361 Good G&16(CA) 0.0 0.05 1456 33.50280.6 -11].66335] GPlsT S Ie SlroWder Goad MPob 3X2385 G.od 12135 24.0 30.05 30X386 C 1 mc(mod) 18.0 24.41S 1<57 3150 -111.663105 M GPISTRANO 5 es Cmd 3X08]Good _R7108 _ 12.0 Was Yg2388 Cdliell M411 0.0 0.05 1450 33.503173 -117.663500 M CAPI5TMN0 Si WShodder Good sq. 3X2389 Goad Wad _ 30.0 W.0S NM]390 Goal RRloe - 12.0 18.OS 1459 33.5005 -11].66]885 Ri hl ISTRAW Si Ie Shoulder Goad ❑ MPde 3002391 GOW C646CA 000 0.05 MO ]3.5X797 -117.EXP2 GPISTRAIJ'J eSMWder Godel UmPcb _3X2392 Cm1 R3-1613L25 - 0.0 0.05 3X2393 GOW R7-108 12.0 18.0 S 1061 33.504201 -117.66393 M GPISTRANO Si b Shoulder Gond Squardi 3002301 Good WAN 12.0 180 S 3002393 CaaW M4fi 0,0 0.05 1462 33.X4365 -117.6539901RON CAPISTRANO Sineleshoulder CxN l} hdhw 3002396 GOM 3&16 CA 0.0 0.0 SE 1Z39.501406 -19.66406 Ri M GPISTRAIID Si N Shoultlm Gm Rountl 3002397 Gootl_ D3 _ _ __ 0.0 00S 30o2396 Gond D3 - 0.0 SOW 1493 33.X051 -12664140 Ri M CAPISTMND Sln le Shoulder Cml Moduli Mnl 3002399 Good R319R 0.0 O.O 5 1465 33 SNOW! -117.6122]WON CAPISTRAND SI le ShoulMr Squad, 300240 Gcad G95G CA 18.0 24.0 5 3150516] -11].661313 RI h11 GPISIRANO ngle Shoulder Good lKhavW 3X240 Good R2-1 _ 24,0 30.05 1466 - - 300402 Gmtl 8306 CA - 0.0 0.0 S 1467 33.505576 -117,XN81 . GPISTRANO Si le Shoulder Cup sq, 3X240 GDN R30a G 0.0 0.0 5 1468 33.501X -11].X034 Ki hl CAPISTRANO Si LShoul&r Good Light PON 300404 Good R0SSU5 00 OAS 300405 Gootl R30a G 0.0 0.05 3150001 -11].X5152 M CAPIs. ShoWtler Good LION PMe 30040 Goad_ W 3 _ - 300 3a0 SE 1469 30010 Gootl _ Rf GA OA 0.0 SE 3X240 Good! X10.2 . 0.0 OA SE 1470 33.507525 -117.65540 Ri GPISTRANO 6i le SIpu91er Doo] Sq, 300409 Good G950 CA 18.13 2A.0 SE 101 73 50763 PISTMNO 5 le Shoulder Good Round 3X2410 Good _ 03 0A 0.0 SE 3X2411 Goad D3 - - - d.0 CA sw 1472 33,508752 -117.665943 Ri M GPISTRANO S Shoulder Cro! Who PW 300412 Goad R2-145 . 24.0 30.05 1473 33.509111 -117.XM 602 W M CAPISTND S ....Id r Good Rowel 3X2413 Cood D3 _ _ _ 0.0 0.0s 9X1At4 Goo! D3 0.0 0.093 33.509215 -117+614046 Ri M LOS PAJAROS Si Ie shoulder Good! GCh9lael 300415 Good R30(G) 110 18.0 SW 1043X2416 Good! 113013 0.0 OA M 3102417 Good RNSSJC-ZONED - 12.0 18.0N 105 ]].50318 -117.X53]8 Ri N SERENO S.M. Good NMd PoId 3X2418 Good RIA 30.0 W.as 93]5 33.6030 -9].0X24 LOS PAJAROS SlaJhr Cm] 3X2419 Gond _R3051G1. 0.0 O.O W JX2a20 Good 1130 G 12.0 18.0 W Appendix Al Maintenance Zone 1 Sign Inventory Post ID Location Data Post Data Sign Data Pop ID A tT CQ wn Wlenel .lD COM4ion MIfTCO CWe Wdlh Fle' M Fax Diletl4n UTT 33.509313 -11].600]3) OLNOS Si Ie slw Od Ybcd PWl 3002421 WM R14 - 30.0 3005 33.509411 -111.654291 Ri hl LOS PAJMOS SI Ie SMWtl GO al _ S . SW2422 GOM R08CA OA 00500 1470 _ 3002425 Gootl w421 - 30.0_310 SW --- 302423 Geo] W13-120 18.0 10.0 SW 1479 33509434 -11].B6bHfaaN SANTA RO6AIJA Simla SMW Ctl Dlbn 3002424 Good Opt-t 10.0 16.OW 1400 33 50944a 117 664050 SOMA ROSALIA s NS1wWds Com OChannp 3002426 Gaol CA 12.0 18.000 oo.'I RNSSA' 14 3W242?GZONED 120 18.01 81 33.5094]9 -11],6639]1 SRJTAROG R SM Gf UChvaW 3Xo420 Gco! OM1-1 18.0 18.0 SW 33.509632 -111.663930 MOM SANTA ROSANA WV.S0 WO, upwPob 3002429 Goad R30(CA)_ _ 12D 10.06 1402 302430 G.d RN B CA - 0.0 0.0 S 902431 Gwd R?1SSJC-ZONEG 12.0 18.06 33.510129 -1 VW3925R M SAMA ROSALIA Skgl.smulds LjgmpWe 3002432 Goad R 425 _ 24.0 30.05 3002b]CMlrel G)____ 120 1&OS 30@431 Goof CA 5 14830.0 0.0 mxam5 Gaon D3 0.0 0. 3002tlW 6 Gwd D3 0,0 0.00 S 30243]Ueod ) _ -1 G 12.0 18.0 S 1084 33.510551 -117.663093 R' 1 SAMA ROSAW 61 le 6hoWds Go9tl O M Pete 3002438 Good R]0 CA __ -_ 12.0 10e S 3000439 GoW DI- CA 0.0 OAS IIBS 33.510]21 -117.653088 ! SAMARDSALIA 51 Ie 51nWn Goatl Rauh 30002406 03_ 0.0 OAW 3002441 F., DJ 0.0 OAS 1186 33.511401 -11].664112 R' 1 SANTA RO6ALN SICIMer Ge?i LLGIwM 3002"2 F&r _ 0011. _ ]6.0 30.06 302443 Go,O R309 CA 0.0 4.0 S Me 33.511823 -117.664259 R' hl SANTA ROSALIA Sh I&r Gael ULIUIUW 3002"4 Fpr RB-3a 24.0 3105 1488 33.511903 -117.0542)5 Ri hl SANTA ROSALN SMVINr C .at UCha11i 302"5 Gootl R1-1 _ 30.0 30.06 300"8 Goed R308 CA 0.0 0.0 S 1499 33.5119)8 -11].664300 Ri hl SANTA ROSAW sa,0 SNWtler Good ugmPaa 3002"1 CnllF l R301CA) __ 12.0 1&O6 300 2"9 CnliW RN SJC-ZONE 12.0 10A5 1490 33.51052 -117.5&Q94R M SANTAROSALIA 9 6hpYMr ad 1OOus 3002"9 CMitel OM43 18.0 18.05 1491 51.512281 -117.fiW390 R" M SAMA RO6ALW sogash Gmd 3002400 Gca1 WN65JG'6aMP15 0.0 O.o SE 33.512827 -11].864914 Righl SAMA ROSAW Shslds Lag,Pole 3W2451 Goof R50C14 12.0 18.95E 1492 1 3W2452Gootl_R3O(CA) 0.0 0.0 SE 3002453 Grc RNS JC-NW 2.460 30.05E 1483 33513120 -11].665083 Righl SAMA ROSALA E'hou'�,rjood Resp 3002454 GoW W 0.0 O.0 SE 300Ns5 Grctl W 0.0 0.0 sw 33.513118 -117.665330 Right SANTA RosAl1A md Rau4 30024,56 Good m 0.0 &0 sw 1494 0002458(aW D3 0.0 0.06E 302459 Cm] 0.0 0.0 5E 1495 33513098 -111865433 N SAMA ROSALIA x0 MPtl 3002400 cn41sl 12.0 10.0335142]4 -11],965606 MSAMA ROSALIA oOl 3002"1 Fair mo 30.se1488 30024626rilicel aA''•T"""'=`". 120 18.3W2463 GooR305S3CQONEJ "+ 120 10.1497 33.514300 -117.6fi55fi3 ' M LORENZO ood MPoIe 3W2464 GaatlRWB CA zo 8.]002465 Gcatl CA'. _ R0 1BA 600 1488 33.5146ZT -117.W4818 Rig LORENZO G9o0 Pale ]002466 GOOd0.0 0.0 SW 300246]G CA 12.0 1&O SW 1488 39514781 -11]661815 RiM RESPLENDDR Coed fleulp 3002"9 GOOd_W 0.0 0.06 3002459 Good O3 0.0 0.0 W 33.514955 -11].664952 RI hl RESPLENMR SI IBShoultls lGoOl lugmpala 303470 GoW R30RLA) _ 0.0 0.0 SE 1500 300471 Good R30 CA 12.0 18.0 SE 30024]2 Gmd RJJSA3GZONE F 120 18.0 SE 1501 33,SISM -111865093 - M RESPL 00R Swo GeN Ravq 3WZ4YJ Cmtl O3 _ 0.0 OAS 3WN741 m Co 0.0 0Aw Appendix Al Maintenance Zone I Sign Inventory Post ID Location Data Post Data Sign Data PWID 1-jefteas tjotimudi. Fireman I Sweat �l Time Cmi liamood Sam ID Condition JAUTCD Code I Vikor Heiguld I F.addefied 33.51570 -117�66WW M WSPI-ENMR Sidell,shoolded, Good Se. MIN175 Good FUIGRE�l 0.0 US 102 Machos Goad CA 12.0 18.11S W04n Good R�S-S�.ZONE F 12.0 18.11 SE 1503 nSINIS -ii7mmi RSSFaS1,lDoR single Shoulder Semi Readdel --- 33E478 Fell D3 0.0 DA S 250-24F.Good D3 0.0 OA 1504 USIB_ 117.057 Rold RESPI�Etfi)Oft Shigh,Shoulde, Good! Ugh,From 3002480(3oad RUB CA 0.1] 0.06 32K�2zit(3eod CP, 12.0 I&GS INS 33 5161,14 .1117.065555 RESPI-EldCOR 0.0 _,I.Smolder comi added NGNE12(riFoal M eas M2483 13ooal D3 0.0 OA w 33F76-1-N23 -117.565697 RESPI-EidEOR Sao.Shoulder Gmal sq. U024.CruFad SWISCA) 0.0 oas INS =2485 Gooal 12.0 16.0s 211024116 Good �ZONEF, 12.0 16.0 SE 1507 33�5ims .117.NSN7 bi RESP�11)011 Sinal,Simarift, Good Roued 31=487 Good Mki ;_ 30.0 30.0 ISIS 33.51NO7 -1176,65947 F, lit RESPI-EhICOR Single Shoulder Small WhIlPola WOri Cmead EXCA) 0.01 0.0 E 1508 Ni Sam MCA) 12.0 18.0 E 31102490 Far lRJhS-SJC-ZONE F 12.0 18.0 SE Six) 33.511256 .117.BBB?B'Raid "D D I-A VISTA Si Simi Far �Chahhaf 3W2481 Good! RN%qA)_� ___ 0.0 0.0 N 3OW492 Ciffir,al R-,S SJC NW 24.0 30.0 N 1510 33.510121 -117.61 Mehl CL�NAK� Shr,l.Simi Gmal Square, 31102493 Goorl �C-SBMPIS did do," W12,194 Goorl RNi 00 (i �3.3.509907 -117.669105 Right AVD D A VISTA Simla Simarkhm Good! U'le Pole 31102495 Good RWi 0,0 h" 1511 3NZ496 Good ONS-032 24.0 18.0" 3002497 Good �S432 24.0 18.0 had 1512 33.5139513 .117.668924 Right PAS SAN IIABRIEL Simla Shoulder Good Same, 3002498 Crilroul VVdS-SJC-SBMP15 0.0 Do N 1513 33.508818 .117,668913 Right CL SAN LUS Simla Shoulder Good Uohl Fair, 31002499 Good RWEiCA) ORO OFO N 1514 33.508743 =1 179668915 Rare CL SAN LUS Simla Shoulder Good! So-, 31COUDD]Good VWS�SJC-Sai 0.0 do N 1515 33,507606 17 668763 Rohl "D 0 A ASIA Simla Shoulder Good Urrot Pi 3ixQ50I Fair RWS(CA) oma Obo" 1516 33507424 17 6NW FOIN AVD 0 A ViSTA Simla Shoulder Sam �Chderadal 3002502 Goad RUB(CA) 0.0 1 W 1517 33,507271 �7,668497 Rialut LA nWA ST Sai Shoulder Good LM Pi 3DO2503 Good S171CA) 0.0 0.0 w 3042504 Good 33�1(CA) 0.0 0.0 had, 1518 1 33,507138 -11 7SSUGS ISOM IAZA�ST Simla Shoulder Careal Rmeal 3002505 G..d MOB(CA) 0.0 010 w Isis 33.501 -117.60321 fthl Simla Shoulder Gead Sourre �002506 Fair �N�-SBWWP15 0.0 0.0" IS20 33SCS903 mil7miftlio?Rilrd AVD D 1A VISTA Surel,Should,, Good! �Cimnml 30di i3ood R50i 00" 1521 33SW259 Ai?mfui�W AW 0�VISTA Simla Sloulder Social Lahl Fide 30(:2508 3o. RS)i hoM 15M 33.501 .117.NT248 Rqht Ai D"VISTA Swi&Shoulder Good Lrd hole 31)(2509� Ftwhi 00 0 0 N �nia Gieed S17(CA) coo Oro INS 33 501 117 07240 RVIA AVID D LA VVERA so&Simi Gaml �Chxxandl 3Xo!51I 4:;ead 611.14��Ts 0.0 Do N �12 Guad RWi DoO to N 1524 i3'5T1-W- 117 SRUG heard AVO 0 LA VISTA Surror Simaliker Fair sq. 3ONS13 Good lori 30.0 W.0 N 30OUS14 Guad WS-1(isl 1800 1&6 W- INS 335MIN .117"7202 Rare A'ADDIAMS-17A Sea*Nei Good Ligm Fee 31)(2515(Seed S17(CA) 0.0-0.0 N 3002516 Goad W�1(CA) 0,0 UON INS 33.503825 �117.667192 Islild AWDUVISTA skleshmi Good �Chaardl 3012517 Gotal L��Oi 0.0 �r 11 3002518 Good W�UCAI 0 a 1627 33.501 .117.86TIN Role AVIDDILAVISirk Fair "harembi 301 Gdod R311i 0.0 Ood'N �W lul, 33 SMI .117.667132 1A VISTA Seek,Shoulder Good �Chaddad 30WSM me RWSi 0.0 O.oS -117.N7212 Role AvID D U VISTA 3001 Goad RNS(CA) 0.0 A S- 3�25U-re S171CA) 0.0 &0 S 30111(3om! R�S-SJC-NW 124,03D.0 S 117 U7206 R,1A A'uD D iA VISTA Sai Simirslar, Good a 3002524 i3mil Voi 30.0 30.0 S 3002525 Good! vvl�1(15) 130 � S �lli Rate AW 0 1A AUA Sural,Shoulder �Chahrrm 30025M Good RUB(CA) 0.0 Do 5 .117.66707E Right A�D U VISTA snS.Should., Fair 30025V Good 1111S.1 301 31 I. 3002528 Good! will"S, 1.. I.. Appendix Al Maintenance Zone 1 Sign Inventory Post ID Location Data Post Data Sign Data Pa.ID Latitude Lonaffirde Eh St., "Hitt a Condition Malaral Stan to Canditlon MVTCO COW WOR Heart Face Mtedion 1533 ]3.%5139 -11].66]051 AVD 0 LA VISTA Si Ie Shoulder Goad Round 300]529 Goold 03 DO SOS 1534 ll.5051)1 -11].68)03] AVOOIA VISTA Single Shoulder Grand V-Cnanrcl ]00]SID GOW R308 CA 0.0 0.0 SW 3002531 Good RUB CA 0.0 0.0 SW 1535 33.505061 -11].606%4VIA BARCELONA Si .Shoulder (goad Round 3002532 Fair MOB CA 0.0 0.0N 1536 33.504)63 -117.658536VIABARCELONA Siegle Shoultler GWtl Light Pole _ 3002533 Good 54305CA 0,0 O.ON3002535 Goof R-NS-SJC-NW 24.o ]ORN153] 335041]4 -11].6662ISCLIAPURISMA SI Ie 5h0uber GM R0un0 30025]5 FairGoo R%BCA 00 OAN1536 33503]90 A1R.666o31 CLIAPURISRM Si Ie Shoulder Gond UU ht aPde 3011%Gar R%B CA 0.0 00 NW15]9 33.50415] -11].666081 CL IAPURISIM SI Ie Shoulder Good U horde 30i Criir R%BCA 00 0➢3E 1550 33504528 -11706285 VWBARCELONA Si le Shoulder Gontl Round! N 3002539 Good 54300 CA 00 0.051511 7].5046% -11].666235 VWBARCELONA_ Singlo EM1oultler fsvatl fl01aW 30025]9Cod D3 00 0.05 3002541 Gootl 03 0.0 00Or 1543 33.504325 -11].665384 LOS RIOS ST Single Shoulder CCW ❑ N Pye 3002511 Good M-1MINOW 0.0 00 W 1543 ]3.504831 -11].665699 Ri hl LOS RIOS ST Sin Ie Shoulder CCW VbN pOf 3OGI CCr D3-1 30.0 30.000 31504841 -11]665590 Right L03 RIOS ST Single Shoulder Gor Round 300254]Gar D3 _ 0.0 00 HE 154u; - _ _ 3102541 Gadd - Oi _ __ 0.0 0.0 Nw_ 3002545 Gootl 6N5-002 24.0 100rJW 15,15 33.504793 -1117.655575 Rai LOS RIOS ST Si Ie Shoulder Good 3002546 GGooda. WHS.S.4J-C.SBMP15. 0.0 O.ONW 1546 33.50004 -11].685537 Rai LOS RIOS ST Sears Shoulder Good Round 3002547]CCW R3oBCA OB 00 NW 1547 33.504365 -11],66538]Ri 81 LOS RIOS ST Si le Shoulder Good Round 0002SI3 Gond Ma CA 00 O.0N ISIS 33.503801 -11].665168 Rhold LOS RIM ST 51 eSM1aWder Gadd Round 300289 Gar Mai 4o OON ISIS 33.503640 -11].664891 Flight LOS BIOS ST SiryleShoulder, Good Light Pok_ 3002550 Car R%xF Mr LCA) _25.0 %.0 3402551 Ccaa RLO CA 8.0 0.0 1550 33.89380 -117 M5178 N LOS RIOS ST Show Goin 3002552 GOr ROSE _ 10.0 24.0 IN 1551 ]3.500]08 -11].%50]54181 LOB RIOS ST _SM9b SM1oWer Good NPoIe 30025M Critical R%e CA 0.0 00S 3002554 Fair RA1OCA) NW 24.0 GAS 1552 ]3.554]% -11].665]55 Ratter LOS LENDO Si Ie Shoulder CCW hl a 300655 Fair RI-1 CA 0.0 GAS %516986 -11].666515 n_ hl RESPLENOOR Single Shoulder Good! Square 3002557 Gar 541-1 700 30.0E 1553 _ 3002557 Critical R30BfCAL_ 0.0 11.0 E 3002553 Gar Iii 120 18.0 E 1554 33.51]562 -11]566382 " N CHUECA Si Ie Shoulder Far Round 3002W WW Mml 300 30.0 NE 1555 3151]015 -"7666691 RyM CHUEG Si Shoulder Good Wood Fost 700258 Gar__ Rt-1 700 30.0N 30@%1 Fair S l CA 12.0 18.0 E _335.1_861.0 -11).668]42 flyM__CH_U_E_CA _ _ _ Sngle Shoulder Grind Light Pole _800_25_82 Car 542-1(257_ _ _ 20.0 S.ON 15% . . __ 3002563 Good MO CA 12.0 18.0 N-..- _ 3002564 Good R,14 JGZONEF 12.0 18.0 N 3002%S Good Slid CA 12.0 18.0 N %.516677 -117668794 M CHUEG Shoulder GoW Square 3002565 Gra. MOB(CA) 0.0 0.0N 1557 _ 30025G)GOW SCt,(CA( 00 0.0N 3002560 Gor Malt 0.0 0.0N 3002569 Gail MOB CA 0.0 0.0 N 33.515910 -11].666915 CHUECA _ Strple Shoulder Good Square Ni GOW R CA ^ 12.0 LOAN ]00291 Gold MORd 1_ ti 0.0 N 108 __ 3002572 God SC6A CA O.o O.O N _ _ ___ _ _____ 30025]3 Cnura_I_R%BOA 0.0 0.0N 30025]4 Court R41SSC-ZONEF 120 130N 33.51528 -11].66)501 CHUECA Shdltler Gadd 30025]5 Gor_ Rao CA 120 18.0 E L1558 30025)6 Goo R309{CAI_ 0.0 0.0 E 7002577 GOW SC6A(CAL _ _ 0.0 e5E %025)8 Cnliral RNSU51 - 12.0 13.0 E 1%0 ]].515041 -11].663]]4 RpM CHUECA Sryle SM1OWder Ci�W $glbR 30025/9 Garr R%Lj_ - 12.0 160 E ]002%0 CdOtal RJ9B CA OA OOE Appendix Al Maintenance Zone 7 Sign Inventory Post 10 Location Data Post Data Sign Data Poet ID IaNWe Lonerflught P.ftn 54x1 Adel Te. Mall 5 n ID Cendfieddl MUTCO Code I NHIM1 ' M1I I Faroe Dretlbn 33.514936 -11].6686]9 M Cl _ Single Slnulder Farr, ueM 3OW561 Gadd R0-1 30.0 W O E 9802582 GOWP30 CA 0.0 0.0 E 3002583 Gxe SC6A(CA) Op 0.0 E md AWE Will G - 0.0 0.0E 33.514310 117.660617 M CMUECA 51 le Shoulder Gaal 3002585 Good G CP CA 120 18.0 w _- .. 3002586 Good W-11 0.0 0.0 W 1552 - _ 3002581 Good R ---- 0.0 0.0 W 3002588 Goad RHS516ZONE F 120 18.0 W 00.514344 -117.fifi81 M CHIIEG Slnple Slouder (ia00 MPCb 9002530025%GSexed120 11000 _ 3003500 Geed FIN CA el) 0.0 W 1563 3002"1(nad SC6AICA 0.0 0.0 W _ 1 3002592 Fir R90 CAL_ 0,0 0,0 W 3002593 Good RS355JCZONEF-:: 120 10.000 33.515160 -11].66]44, - M CNl1EG _ Single Shedder Gaal MPeb 3W2591Good RZ12 I 24A 30,0 _ 3002595 GiG 120 1014 w 1564 )002596 Gap R30 G 0.0 0.0 w JW259). __SC6AICJ _ OA 0.0w 3002590 Good G 0.0 0.0 W 33.515501 -112.6688,2 Righd CHUEG _ 61rgMSlvndder Gaotl IllPab 3002599 GON G.. 12o 18.0SW _ _ 3002600 Good R30 G)- 0.0 0.0 SW 1585 _ 300NOI Good SC6A(CA) 0.0 0.0 SW deni GDotl - G a0 OA Sw 33.516091 -117.666738 R' M CHUEG _ SIrgMShedder Gadd NPale 3002603 Far 001N.0 USS 1586 _ 3002800 GaA R G 12o 1B 0 S 30026053// RJO G:. _ 0.0 0.05 33.516622 -112,868500 Right CHUEG Sin de SMMder Camel Square, 3002606 Good! G _ 120 ISSS 301 CCM RWBLG) _ 0.0 OSS 1562 3002608 Good SC6A CA 0.0 0.0 G 3002609 Good _FjWi 0.0 , 3002610 coded V" 0.0 0.01 33.516761 -117.686573 Right CHUECA Snre Snaulder Gm0 Rauh 3002811 Good 03 0.0 0.0 W 1568 3MM12(faW D] 0.0 OpG _ 3002613 Cored RI-1-1- MO WAS 300261 Gaotl R-NS-SJCIA! 24.0 30.05 1569 33.51684] -11].656405 Right RESPLENDOR L le Shoulder Gmd I1'CMn1W )002815 GIdd _RW G 0.0 IS W 300]81 Good, RUICAl 120 18.0 W 1520 33.516701 -112.666000 Right RESPLENDOR Single Shoulder G. l}Chanml 3MM17 Sell R30aG _ _ 0.0 OS W 3002,918 CCW R30G 12.0 18S 3].51850] -11].6 B Right MSPLENDOR Single Shoulder (amd Squi3002819 GooO R90 G _ 12.0 15.0 NW 1571 3MM21 CCW R S-SJOZONEF 12.0 180 NW 3 Fan R30 G 0.0 OP NW 33.516311 -117,506701 Right RESPLENDOR Single Shoulder Camel S .. 3g@621h Geded WB(CA) 0.0 OA N 1572 3002,50 Uoad R90 G 120 19.0 N 9002624 Good! RA46 -ZONEF 120 USN 1573 33,5162151-117.6656811RIght IRESIRLENDOR __ _ Single Shoulder Goed Ranged 3002625 Gaal D3 301 God D3 00 0.0E 33.515732 -19.565,58 Right RESPLENDOR Single Shoulder GOW MPob 3002622 F. Rm OA O.ON 1574 _ - 3002628 Good f130(G)_ 3002629. RNSII-NW 240 30.ON 1575 31515203 -117.61 Right RESPLENOOR 51 eSMulder Gaatl MPab ]002fi]O Gmd_ R90BIGL 00 O.ON 9004431 Gootl RB C9 R.0 18.0 N' 1576 33.515100 -117.665207 Right RESPLENDOR 1. ledded 30026II Gau! 03_ )002633 Gm] U3 Appendix Al Maintenance Zone 1 Sign Inventory Post ID Location Data Post Data Sign Data PW 10 ull. dud. Patltbn 50x1 Aue1T CaWtion Materutl S nID cendlion MUTCD Cade NStlrh bt Fee Di-don 33.514]46 -117.655023 M RESPLENDOR 9 SMade Good Rdde d _30263 Good 8300 CA 0.0 00 N 15]] _3%2635 Good RNI(CA 12.0 10.0 N 3001636 Good R-05 JC-ZONEF 12.0 10.0 N 1578 33.514802 -11].004904 M RESPLENGOR SMWN CxW R nd 3002W]Cwdd _ D3 0.0 0.0N ]0020110 Gad DJ 0.0 0.0 NE 33.514548 -117.665100 LORENZO SI Far N 3002639 Good WNSSJCS 0.0 0.0 NE 1579 00(12640 Far RM CA - 0.0 0.0 NE 30026 l Good R30 C4 33.514385 -17).656]41 " M1t LORENZO 51 eSM1OWm Good UCM1arura 5002642 Good-_ Ra-]a 24.0 24.OE 1597 3W2W39Md _RJOBCi A): . . OA 0.0E 3002644 GCM - Rf4SSJGZONE F 12.0 18.0 NE 101 ]3.514]2] -11].665989 M LORENZO smdW Good Rwvtl 3002645 Good 03 0.0 OBE 5002646 Far fu 214.0 24.0 E 1582 33.6141M -11].685]14 RURM ILDRENZO swuW Gad ROu4 3002647 Good 0] _ 0.0 005 ]002648 bad] D3 00 0.f1 E 1583 33.514001 -117867097 R' M LORENZO gn,%SWGood! Jam PO ]002049 Good! -NS-SX-NW 20.0 30.0E 3M265o Good 0.8-3a 24.0 24.0 SW 1584 33.513838 -117.077208 M LORENZO e5houldm Good ❑ hl Pde 3002651 Gad Re-3a 24.0 24.E 1505 33.513]54 -11].668026 Right LORENZO _ S" eShoulder Goad L6C ry 3002652 Good 261-1 30.0 30.0 NE 3MN33 Good R63a N. 24.0 NE 33.SIUM -117.%7058 Right LORENZO _ sto Far 3002654 Good WNSSJCSBMPIS - 0.0 0.OM 06 3002855 Fair RMB(CAI 0.0 0.0 SW 3MM56 Good- R3MCA): 120 18.0 SW 0002657 Gad R-KS C-MNEF 12.0 18.06W 33,51380 -117 mime Right LORENZO S M ShooldW Gdod ROOM SM2650 Good RMB CA - 0.0 0.0 W 1507 3002659 Good 2630 12.0 1e0 w 3002660Good 26445 -ZONEF - 12.0 18.0 SW 1650 33.514050 -017.66605 R9M LOFaWZ0 _ sogwshaabr Good Ramd 302661 Good D3 _ 0.0 GAIN Good DS o. 0.0 w 30514120 -11].6662]5 RoW LORENZO shOW Good M Pols 3002863 Gooda CA 0.0 00W 1589 __. _ 3002664 Good RI CA'. %• rz.o 18,0W 3002%5 Gad RNSSJCZO 12.0 16 0 SW 1590 31514242 -1 17.05mg Right LORENZO S MSk cW Good Round 3002656 Gaod _D]_ _ _ 0.0 _00N 3M2587 Gwd m - 0.0 00W 1591 33511219 -11].665]53 JWt SANTA ROSALIA slwrMer GOM RduN 3002668 GCCd M55JCSBmpvs. -I O.o 00r 1592 33514127 .117 W5]1]Rigid SANTA ROS S mciWer Good sslws 3002659 Good R CA 12.0 100 NW 3002870 Gad WE(CA) 0.0 0 0 NW 1583 33513519 -11].68541]_ 00 SANTA ROSRIJA S SM1Culder Good sq. 302611 Good2630CA _ 12.0 180 NW 0026 326Goad RMB CA 0.0 0 0 NW 33.512750 -117.655053 Rigid SANTA ROSAIJA S" k Slwulder - . 3002673 GoW _ _2630 CAt 110 180 NW 15M 3MM74 Good_ - 2600 CAZOA 0.0 NW ]MM75 GwJ RiJ SJC-ZONEJ 12. 18.0 NW 15% 33.512376 -11]86489]Right SANTA ROSALN SM1wltl> Good UtM1auW. 301)26]6 GOod WS]. 36.0 38.0 NW ]3.512274 -117.654580 ' m SANTA ROSAIJA -TW sh Good I3Chern0l 7]Gdod RI CA 12.0 18.8 MN 15% 30026]0 Critical- RMB 0.0 0.0 NW 3002670 Good- RAYSSJCJC:ZONEJ 12.0 18.0 NW 1597 33.51207] -11].66µ]2 fthd BONTAR054W S" sI , Good! ROOM 3002680 For MO 30.0 30.0 N ]3.51199] -11].fifi1500 M BONRA SI sMWer Gmd " w 3002601 Fair _ R3 CA __ OA 18.0 NE 15% _ 5002502 For R30 CA 0.0 NE 3002693 Good M(UA FZONE G 11020 16.0 E BO 33511928 -10.655051 RqM NRA - Llk Shpd0er GeM - pPob 3002684 Good R3o(CA) -. 12.0 10.0 E _ 1599 3002685 Gstl__R3 S SJ 0.0 0.0 E 3002606 Good RNSSJGZONE G 12.0 16.0E Appendix Al Maintenance Zone 1 Sign Inventory Post ID Location Data Post Data Sign Data P.to wi,ghhhh, P� SUS,ttl �l Tym ConiHon highhUd Sign to Cons- MUTCD C. I lifigith I-lelaI4 I F. ".117665,654 BONITA SgdeSho,lSk,r GSgd 5IM13 .665654 IS ml,glig =V587 Cn� RSO 110 16.0 E 16M 3 662-m R308 CA 0.0 0.0 E 117 M54 P� M �l MT ��lon =0389 G.d Kh[�JC-ZONE G 12.0 1&0 SE 33.512145 -117.546262 Rl III BONITA Sunigg SMWd., 3ugel l.ght Pgle 3M690 ChU.1 R341CA 12.0 10.0 E 1601 NXIM91 G.d R3M C 0.0 0.6 E 3WM92 G.d "�JC-ZONEG 110 10.0 14 33=11924 -117.686735 111 OONITA S a ShoWder GogiJ uglitpitilit 3=693 Good 30 CA 12.0 1&0 NE INZ 3MM94 G.d z -�CA) 0.0 0.0 ISE 3002695 G-d R.N�JC-ZONEG 110 111.0 N 31511817 -117.661090 M BONITA -9 Sth�wgle, Gi Sg4FS! 302696 �od Rl-I W.0 WA E HIM �2697 G.d 12,0 U.0 E I SmIM98� BCA- -OLD 0.0 E MM99� R�ZONE G, IZO 1&0 NE S3 511991 -117665358 RW S� Giggid Skmi 3D)VWlFmr R3QjGA) lzo lso SAF 16" 300vol� R3113(CA) 0.0 0.0 SAY MV02 GciM "��ZDNE G 12.0 1&0 M IS TRUW-Cl-BONRA -117.655944 IN5 33FS011-972PE shig,"N't, Gggid STgg!! 3041DW� 12.0 I&D w 1, I 30OURN� R��-ZONE G 1ZO 1&0 hillif 335118185 -II7.6g5691R,ghI_CLEONlTA Skog,shouggitir RuiumJ! 3mms Gihil 03 0.0 0.0 N INS 1 30027116� D3 O.D 0�0 w 1 30112707 Gwd R30B(CA) Omo 0�0 w 33,511nS -117.665208 Right CLEONITA suyw sm" Diggi S'. 3002700 G.d Rw(cA) 12.0 18.011V IN7 30027C9 G.d suma(c 0.0 0.0 w 3002710 G.d R�SJC�ZONEG 12.0 18.0 W 33.5113T5 -117�664511 Ri,hl CIL EMETA ROSAM skisattguShigr ogw Rowhil 3002711 G,.d D3, 0.0 0.0 V, INS 302712 G� D3 0.0 0.0 N 3M2713 G. R3081CA) Dal B.01W 33SM59 -W�493 R,Uhl CL SMITA ROS� SSIS.Shhuggi oggg �Chggvi,l 3W2714 G� RI-1 SO 0 W.0 w 16011 3WZ715� RUNCA) IZO I&OW =2716� FVW�J�ONEG 12.0 1&0 w M51170 11766MERight CLSAWARO� skd.SiShigm, sq. =2717� -1ZO Mu m 1610 3XVI8 G� RNOBCA) 0.0 0.0" Sti G-1 "S-S�ONE G 12.0 1&0 At 3&51c!69 .117.664214 FUght CL SANTA ROSAM Shot.shg�ggv "bahi 3W2720 G� R3WCA) 12.0 18.0 N 1611 Ml G.d R308(CA) 0.0 0.0 N 33 511ag` 1 1 ;=...d R-N�5JC ZQNE G 110 1&0 N 33.510840 .11TW4040 Right CL SANTA RO� SLqlaShoulder GixW �Chggghi,l 3NUM�d f3il QA) 12Z lBS N L 1512 3MV24 Gwd R30B(CA) 00 OON 3MV25 G-d R,61S�JC-ZONE G 121l 1SON 1613 33.51BS74 .117.670061 R. M CM CAPI� Sh,li,Sli-ldii, GiIimJ Sit, 3DUT26 Guod R3_7R ��Q 30,0 S 33 519063 -117,669926R,ghl CIA E7P['S� Sl�le Shoulder Gogif Ljm i,gie 30027V�W 38-16iCA) 0,0-0,0S 1614 1 300272111� RGI-34(m.ib 1 0.01 OSIS 3:1021,29� RORSUCA) 1615 33.511162B 417.689624 R,.thl MNIPIERD�RD Simle Shouldii, Sivage 3002730 Gih� 5 CA 7HO�OHU- 1616 33�519676 .117.669597 R hl Cm�1� Sh.ddgr G� Agi liSth 3012731 R9-3,, 1617 53--.519724 -1117.669SIG Fight CIA CAJ`I� Sigm wSim 30,021"M R3-a 0.0 0.0 D� Gih� CA 12 ail 33 111 10221 33519603 =Ll- 1. 0.0 0.0 m 1610 335IM1 -117.669456 Right Cm�ISTRO&K) Sh-ld., 30[1 CA US 18S W 33 SJWM -117 M9059 Rmht JUNIPB il�r �d S X)02735 12S 18.0 W 33 519SS3 -117 668645 II�hl 11 INIPERG SERRA RD IS1,1.Sholldeii �d S X02736 G.5D CA 18.0 24.0 W 3 51MO3 116213,5 -117HS470R hl JUNIPERO SIEFIRA RD 1 3002737 G-I �7b, 30.0 30.0 w 1111 1622 1111 5"", - 7 668 IPERO SERRA RD I �d Eslq�wm ..7..�. D�la S R N Appendix Al Maintenance Zone 1 Sign Inventory Post ID Location Data Post Data Sign Data PW ID Lefilude Larraildrede I PnsNon I 4ee1 Meet T,q, Gordlllon Neatened 5' nID Gontlillon MIRCD Gotle NAOIM1 He M Fem Dlreraon 33.619000 -117.66))05 - hl NNIPERDSERRARD Gatl Sint Meal 3002730 Gxtl 0.0 0.0W 3002740 Cxntl DYta SO ...W 1623 3002741 Goad R&3a 0.0 91)N 1624 33.51981] -11),66)]80 JUNIPER)SEHRA RD 9 eShotltler, Good uae 3002]42 Gaotl 120 18.000 1625 33.51980 -11].867239 M JUNIPER)SERF RD B" ebinuMer Goatl Waotl Pmt 3002)43 Gaotl 0.0 OAS" 162633520101 -117.8"710 N JUNIPER)SMt RD DOurre Slwuider Gmtl NNotlPM 300270 Gaotl 03-2 0.0 0.000 33.520108 -11).666689 aght NWPERO SEaRA RD Siwultler, a-wea YbN PmI =2745 GOW Dl p.0 O.p NW 3002748 Good Mt-1 0.0 0.0 NW 1627 3002747 Good M}3 0.p 0.11 NW 30p2T40 Fair Dq 0.0 0.0 N4V 1620 33.520125 -11).666611 ' NMPERO SER.RD Gadd MMM 3002749 Grad p}1a 0.0 O.OM 33520216 -117.866525 JUMPER)SER.RD Good aMMeatl 3002)50 Gadd 0.0 O.OW ]0)5]51 Gaotl_ 120 241) ]00]"/52 Good R9-]a OA 0.0 N 628 3W2)53GooJ- _ 0.0 IN 3002754 CaaE RBdO 0.0 0.0 N 33.5111 -117.656525tilight N,apri SIERRA RD SlcuMv sew Waod Pool _ 30027550cad Ot 0.0 0.0 3002)56 Gaotl _M1-1 00 0.0 16M 3W2)5]GON M}3 0.0 0.0W 3002)58 GOW 01) 0.000 1631 33.520221 -117.66"73 N NNIPERO SERF RD Si Ie Shoulder Gmd WmdPM 3002>59 Gaon Ria 0.0 Its 1532 33520325 -11].6fi61tB - M JUNIPER)SFRRA RD Si Shouker C/rN VAvtl PM 3W2760Gwd RM 00 OJE, 1533 33.520153 -117.688016)verMa!JUNIPER)SERF. Go J - M Strui 3002761 GoOd II- e0 0.0 W 1651 3J 520"8 -117.66"2J Om�hmd JUMPER)SERF RD Gml - St.. 3MW62 Gaol 0012-2 p.0 0.0 E 1652 33.52"90 -11).666182 R' JUNIPER.SEP.RO Si Ie Shouldtt Cml lM1Uad PM xmCna, od q11 0.0 0.0 NE 165] 31520389 -11].666575 - N NNIPERO.SEP.RD 0.wtle SlwuWer Cam] V ;M 3002)95[nM M2�2 p1) 00!£ 33.5203)4 -11).686603 " hl JUNIPER,SER.RD 9 e F-- Good - ml Ptle JOJ3796 Good R43 __-__ 0.0 0,0 5 i6" 3002797 Gootl R49(CA __ ___ 0.0 OAS _ - J002)98Gwtl R}3p 0.0 0.05 16" 33.520]93 -117.668886 NMPEROSERRARD ShdMW Gam WaodPM 30.2)99 Gaod fl5-1 381) 38.0500 3002900 GoW g5:te ]9.p 241)E 16" ]]S2"13 -11).666678 N JUNIPER)SER.RD S eSwW Gmd Mbatl Pool 3002801 Gaal g41L 12.0 38AE 1657 3].520369 -11].6"803 NNIPERO SER.RU S aSh.i Good YAM Pod 3002602 GamR}1 __ 36.0 36.0E =2803 Gmd g5.1a MOF 24,0 E 1658 33.520300 -117.666]98 ' JUMPER)SERIU RD Si laSm" Gmtl lNed Pod 3002804 Good Ri1L 120 38.0E 39.520314 -117."B"3Right ISkiral Med 30028.5 Gaotl R)0.3{CA) _ 24.0 9AE M2806 G.. R10.> 12.0 24.0 E -_ 1659 3002900 Gaotl LCA) 12.0 120 18 30 .0 N 02608 Gaol R}17 0.0 O.O N 1860 33520266 -19.BfiID48 NNIPERD SER.RD Si eShouleer Far3002809G ,rl 093 ' 0.0 0.0E uare ]3.5201" -117.56)J28R M JUNIPMo SER.RD Si Ie Smuldn Cm] uare 3002810 Sued 0950{CA) 1111) 210E -__ _ 1691 3002812 Dead RM 40 240 10. E 1"2 3/52011/1 -117,"]517 M NNIPERO SERRA RD 5' le SlwNtlu Cwad 11 at Pole 38@812 Good R2-t 40 N.0 10.0 E 1663 31520055 -117"7814 M JUNIPEROSERRARD S Ie Shoulder Goo'1 square 3002813 Gaotl R2B CA 12.0 16AE I6" 3]520061 -117.66)053R M JUNIPER.SER.RD OweSM1ouMer Gaad Si MPode 3005585 Ge. F9-]a 0.0 0.05 1"6 ]3.520107 -19.66)901 Ri M JVNIPERO SER.RD Cad" Si nd Meet 3003616 G3M W-ta 0.0 0.05 106 33.519972 417.6661"S N JUNIPER)SER.RO Goad Si nd li 3002017 Good Da-ta 0.0 0.0 E 166) 33SISICH -11).668171RM JUNIPER)SERF RD SI Ie ShodtlN Gaotl Square ]002810 Gaotl _ 009-2: __ 0.0 0.0E ]002819 Good RM CA 1101 10.E 16611 31519952 .117.668309 Rig ht JUNIPERD SERRA RD Si Ie Sae.. Gaotl . 3002020 Fair R26�G)_ 12.0 18.0E ]00282] Fair R}t) 0.0 0.0E ISO 33.S"a"a -11]."0538 R M1t JUNIPER)bERF RO Si le ShoulM Gmtl ]002022 Gaotl W42R 36.0 36.0 E 1670 3]."0630 -19.874fi56RM GM GAPISTFNO 3i Ie 6M1ouldv Gcd J00282]Goatl Wt0.2 " 0.0 0.05 1671 33.541459 -117.874675 Ri M GM CAPIST.NO Si le Slwulder Gard Square 1 W02824 Goad .1 12.0 10.0 5 Appendix Al Maintenance Zone 1 Sign Inventory Post ID Location Data Post Data Sign Data Poa11D L Wude L000ducle Posfion I SOeM Amfl TVM Car Wn MMaial slgd10 Cmtlillm MUTCO Code I N Nn.M I F.m0...- 16]2 33.541970 -17].0]401... CM CAPISTRANO SI M SMUMer Good 5 um 3002025 God MCA 12.0 18.01S 16]3 33543375 -117,674n7 R N CM CA,ls ANO snad SMWtler Good NOUN GOM R2-1140 24.0 ....Is 1674 33.541017 -117.874751 Right CM CAPISJMNO Single ShoMer _Good Sq. 300282]Good _R}]R 30.0 JO➢N_ 3002628 Goo] W10.2 - 0.0 0.O W 1675 33541741 41].6]4]]6 R' N CM CNol TIWq SngW ShoWder Gootl S . 3002829 Ga J CA 120 18.0N 1676 U.541636 -11L674]9]Mold CM CAPISTRANO Wutle SMJder Good! Wats Pool 302830 Good G9-5 LAI 00 O.ON 1678 335413]4 -117.674827 Right OMOAPISTRAND Si kSMuMer Good Squw 3002831 Goo] W10-1__ _ _ 30.0 30.0N 300280 Gm!F&0 180 30.0 N- 1679 33.541N2 -11].6TSOBS RIM CMCAPISTRAND Si SMWder CnN GC dsl 302835 Good OMbIV OY OOE 1680 33544]1 -11].8]5103 Led CM CAPISTRANG Simla Shoulder Cmtl OLlunnel 3002836 God OM2-IV 00 Be 1081 33.54151] A 1]6]5]46 RiN Si Shouldv Good! Routs 3002837 Good R99 CA 0.0 80E 1602 33.440 -11].6]5025 C.N. '^^ Sin_ h SM1ouMer GoUl S . 3002838 Good_ Rt-1 33.0 30.0 E 3002339 Gcad C23RISLOW PADOLE. 0.0 80 N 1683 33.541513 -11].0]5020 Mold Si le Shouloor Good 5 . 3002040 Good 1.1 33.0 3U.0 E 1604 33.541520 -11].6]63]2 R' M BE102 ShaWder 2e20 GCh 3002841 GOW 820 CA 24.0 18.0E 16M 33.541320 -117,676804 Ri M Si M ShaWdor Good 1}ChuuW 300842 C d R2-115 240 30.0 NE 16M 33.521835 -117.669053 fthl CM_CAPISTRANO __ Shpts SMWtler Goad 540]8 UW843 Good R20.1(CA) 24.0 18.0 NE UODU Goad 06-3 0.0 OO WE 1607 33.521441 -11].09321 R' M CM CAPISTRANJ Biddle ShoWder Card sq, 3002&45 Gootl R3-2 24.0 24.0E 1608 3J.52ID60 -11].669459 RIM CM CJV3!s ANO SI le Sh.uMar Good `M1tl d Pml 30MUS Good 03.3 30.0 30.0 N 33.620]40 -11].669541 RJgM CM mlols RANO swot,sid d Gootl Be. WOU47 Good Gii[CA) 0.0 Be N 1689 302848 Good M1-1 0.0 Be N 30248 Good M6-1L 0.0 O.ON 160 33.519]]8 -11].669836 Rigid CM C,V,ls ANO CaN SMMeet 3080 Good 034. 0.0 0.0N 301851CaY R9-3a 0.0 Be E 1691 33.519]0 N A17.66988]Ri CM CAPISTRAND RindsShouMen Good uWe 31102852 Good 5 CA De 0.0N 1692 33.51945] -11].669991 N WCAPISTRANO SI ,8h,Wdn Good! 30280 Good G950CA 18.0 24.0 NE 1693 33.5192]2 -11].8]0121 hl CM GAPISTRANO 5' sM (rod td P 302854 Good _RZ-145 __ 21.0 U.O NE 0 33055 Good R26CA 12.0 18.0 NE 1894 33.518603 -11].6]0311 R' M CM CAPISTRANO SI a ShouMm (bad 11 N Pde 302056 Gootl CA) 1 12.0EN N 1695 33518105 -1176]030] N CM CAPIST(UNO SMJtler Good M Pck 300205]Good! CA 120N 1696 33.51]4]1 -1176]0082 RUM CM CAPISTRANO SI SMuMer Gwl _ _ 3002058 Good R34R 30.0N 3003059 Good CA 120 N 1697 33.51]12_] -11].669956 RIyM CM CAPISTPl4No _ SheSMWdtd Good_ Sq. NOUN Good 0169 _ 33.0N 30564 Good WI02 33.0 N 1698 33siB561 A17669]13 RI CM CAPISTRQxt S .ShaWtler Good , 302881 Good CA 12.0N 1699 33.51452 -1176596]] CM CM45TRAN0 Soo.sh Good ROW 330663 GW_ _03 00 N 30264 Good D] O0 E 170 33516352 -11709681 RIM CM CHPISTRANO SI a SMUMer Good S ow Pd. 302865 Good Rt&1 480NN3351632] -11].869]89 R M CM CAPISTRANO Si SM der Gaol 300866 Gots R16-8 - 100 W1]01 30007 Good WI0.9 1800305608 Good R&8 10.0 NE1]0 3351634 A1].6]003 M O50 RD SMWdv Coal 30286]God RUB CA 0.0 NE 1]0] 1 33.51613] -1176]420RM 0.50RO S SMWtler Good MPde 30204 Goal RUB 44 0.0 OOE 1704 33.516014 -117.670824 RIM CSO RD Si M SMdtler Cool ❑ hl Pde 30249 God RUB CA -1 G 0.0 E 1705 33.515M -1126]5452 RIM CSO RD ,SMWtler Good WN 302870 God RURCA. 00 O.O NE 120 33.5155]9 -1176]1930 Right OSO RD sM (aaotlSdw, 302871 Good R&3. 24.0 24.0W _33.515905 -1176]0_335 Rlghl _O50 RD 51 MSMWder Gad _u�--_ 30028]2 Gal SSJC-59MP15 0.0 0.0 NW 1]0] _ 30028]3 Good RUB(CAL 0.0 0.0 NW 302874 GW RASSJC NW 24.0 30.O NOW 1]00 ]3.515816 -11].0]098 Ri,M 050 RO siddlo SMWdtt Good UChenml 302875 Good! RUB CA_. 00 0.0 MV 170 33.515487 -11].6]0148R M lAVD O IA VISTA &nal,SioWder Far ROW: 3002076 Good R2-125`: 240 30.0 NW 1710 33515260 -117.60994 - N lAVV O U V A SI S ro Far Revd 30202]Coli®I RUB CA) 0.0 0.0 NW 1711 33.514027 -112.49780 N AVO 0 IA VISTA ZR SMW4r Good Roma 3020]8 GW R308 CA 00 O.IIN Appendix Al Maintenance Zone 1 Sign Inventory Post ID Location Data Post Data Sign Data Past 10 IeMutle Lananw. FiGGMn I 512x1 ls� a CaMNOn Mannual SinID Connition MUTCD CWe WWllr H ' M F.Direahm 1712 33.514192 -117.659509 MGM AVO D IA VISTA Wtle( CqW 3002079 GOW R30B CA 0.0 0.0 N 1713 33513945 -1ITN9395M M .001A VISTA ]er GaN MP. 300201]0 Gout R30BCA 0.0 OON 1714 33.512909 -117.6592]6 " M AVO O IA VISTA Wer Ca0a Routs 3002081 GOnd R30BCA OA U.UN 1]15 33.512402 -11].61]9330 Riht AVO D IA VISTA uWer Cpvt 3002882 Gnad PNS-SJ SBMPIS 0.0 0.0N 1]16 33512265 41].669383 Ri M AVD D IA NSTA Wer GW MPtle 3002003 Gaul R308CA. OA SON 99 33.505138 -11].66552]Ri M LOS RIOS ST ultler Ga0a M Pain 30028&CMical R30B CA 0.0 0.0 S 1718 39.505354 -11].665608 hl LOS RIOS ST UMer Gmtl 3002885 GootlNWS-SJC-SBMP15 0.0 0.05 W02886 Gootl R30B CA' 0.0 00S 1718 93505633 -11].665739 Ri LOS RIGS ST GM, Gmtl MPots 3002887 CMical R30B CA 0.0 e0 S 3002808 Feil 290-1 30.0 36.0 S 1720 33.5080 -19.665909 N LOS RIGS ST uder Gootl ' MPole 302889 canal R30BCA1 0.0 OAS 1721 3150313 -11].06602/ M LOS RIGS ST WMr Cpe1 U lwtl 3000890 Caontl_ 331-1 30.0 30.0S 3029891 Goatl Rtd 0.0 SA S 1722 33.506168 -117.66605 MGM LAS RIGS ST SingleSIMMalar CaoE I I avi 3005535 Gootl R30BCA 0.0 OA S 3002892 Gmtl O- 32 24.0 184 S 1723 33.506586 -11].61]6144 Right LOS RIOS ST Simla SMultler (m! Square 3002893 Good WNSSJGSBMPIS D.0 045 1724 33.506887 -11].6662]0 Right LOS RIOS ST Simla SM.Idw Gaul ❑ ht Pale 3002894 Criliwl R30B CA 0.0 0.0 S 1725 33.507%2 -19.660062 Right LOS RIOS ST Single SMultler Sa0d U M PON 3002895 Gana _33300 CA); 0.0 OMS 3002096 GOM WiLL2 0.0 so S 926 33507380 -11].666473 Man LOS BIOS ST Si Ie Shoulaa Sand IILhwW 300209]Go. 3328E 10.0 24.05 1TZ7 33.50]548 -117.666520 Right LA7 MAST Si Ie ShoWM Cyan IYChavN 3002098 Far Fi 30.0 30.03 1728 33.50]635 -11].666228 Ri M U ZA u Si,le SMultler (xc0 -Light Pain 3002099 Goad W10-1 30.0 30.0 W 3002900 GaOU R}]R 90.0 30.0 W 1728 3].507600 -11].666140 M IAZANNu Single SMWder Gand re1P9N 300201 Goad RIS-1 _ 40.0 48.0W 9002902 Goad R&a 10.0 30.000 1730 33.50]673 A1].556005 Right CM CAPISTRANO Simla SMuder GooO S 3002903 Gootl R9.3d 0.0 O.O N 3002909 Ga. Ge-t CA 020 0.0 N 1731 3150]680 -117.665919 RIM IA 24004 ST Shoulder Good Wmtl and 300205 Fair S17CA 0.0 0.0 1]33 39.50]344 -117.66019533 M LA 242914 ST 9 ShOWEer Gootl ULIanM 302906 Good 332-11251-. _ 24.0 304 SW 300290]Cni 333110 CA 0.0 0.0 SW 1733 33.507402 -117.668M2 MGM UZANIAST 51 Ie Shoulder Camtl 5 ua2 3002908 Wotl WNS6K.SBW15 0.0 0.0500 17M 33.50]510 -11766]5]4 - M IA 2AMW ST Si Ie SMuder Good ULNnnel 3002909 CMiW CA 0.0 0.0 W 1735 33.50]5R -117.6673]233 M IAZANIAST Si hShaulaer Camel 300i(ioo] Wit 364 NLDW a2 33507611 -11].86]2M RgM1I _ IA 220_W_A ST SIy1e Shoulder Gann' " M_Pde _ 30291_1 Goo! W_NSSJCSBMPIS _ _0.0 Few- 1736 .0 W_ 1]]6 3002.912 Gots _59104) _ 0.0 0.0W 30@91 crib R-NS-SJC-NW 24.0 304 W 173] 33.507669 -11766]033 RIM IA ZANJA ST Si Ie Shoulder CmN Squam el 3002914 Ctlad R30B CA'.l 0.0 0.0 W 1730 31507]00 -11]66607433 IAZANJAST Si leShoulder GUN J002915C oa R10.T - 12.0 NAW 1799 33.50]]05 -11736693]RI LAZANNST Si Ie SMultler Cao] 3002916 GGa 331.1.(C 30.0 30000 ua2 ]]50]60_] -117.666]51 U7429.00St Si IeSM_ ul_tler_Gm0 I}CNru1d 30299 Cana (CA) OA 0.0 NW 940 - 3002918 C O-295432 _ 24.0 10.0 NW 3002919 Good 0.295-SJ 29.0 18.13 NW 1741 33.607590 -19.6022Right- NIANNST 6hoWtler fund 302920 Good W0MCA) BMPIS 0.0 D.O NW 90W921 Gootl 3330 CA - 0.0 0.0 NW 94] 3350]0]0 -11].666533 Ri hl LOS RIOS ST 5'.1.SMUWer GaN I Gael 3002922 Good 8300 CA OA 0.0 N 9M 33.506]60 -117.866401 RIM LOS RIGS Si 5i le SMultler Gula UGlurvwl 3002924 Good R26F Motl 020 0.0 E 1745 35.506633 -11]666347 RI hl ERIOS Si n Shoulder Cama U haMel 3002925 Fait ft30H CA 0.0 00 N 350492117.W6285 Rint Si Shoulder Gaal MPale 3002926 GaG4 RNS-SJC-NVJ 24.0 30.0N 1746 300292]Gootl R1-t 30.0 30.0 N 3002928 G R14 B.0 520 N 947 33506100 -117.566262Rghl Single 5he�r Good Manna]__ 3005533 Goctl D3 0_0 OA N 3=930 Good D3 0.0 OOE 940 33508330 -19.666462 Riht RIOS Si IeShoulder Cma UCMnrcI 30M930 Goad R30BCA. 0.0 005E 949 ]3.SOB16D -11].86]065 Ri M1i RA Simla Shoulder Gootl hl Patti, 30@931 Gootl R30B CA 0.0 00 E Appendix Al Maintenance Zone 1 Sign Inventory Post ID Location Data Post Data Sign Data PVm 10 LeMutle L ude Poallon Street Aase1T COMilion Mebtla S IB CvndNon MUTCD Code Warner F.Uledbn 1750 33.506061 -11266]3]4 ' M AVOO IA VISTA SuedeSlwuMn eoN 3002932 Goo] RI-1 30.0 30.0E 1151 3]5059M -117.66]211 RIM CL SAWA BARIEWA SI Shoultler Goad U.CIunM 3002933 Good MOD CP 00 00 SW 952 33.506060 .11].686816 RION CL SANTA RARRARA 51 a Shoulder Good! Dahl PMe 3002934 CMiral RUE CA 0.0 DO W 1753 33.506242 -11].656255 Right LOS RIOS ST S Ie Shoulder Good , _3002935 Feir R1.1 _ 30.0 30.0W 3002936 Rt> SO saw 1754 33 5NO93 .117 566105 Right LOS RIOS ST 51 Ie ShouNer GOOd Guise 30055M Good _W-NS.SJC-SBMPIS 0.0 0.0N 3002937 Fair R309 CA 0.0 0.0 N 1755 33508023 -11].666106 M LOS RIOS ST SI b Shoulder Far ULhNmI 3002938 Good R26F Mod Do 0.0 N 1756 33505616 -11],665910 M LOS RIOS ST Si Ie Shoulder Caxtl UClunnel 3002939 Good R30B CA 0.0 0.0 N 1]6] 33.505253 -112685768 M LOS RIGS ST Si b Shoulder Good! UCMnroI 3002940 Good RJOB CA 0.0 0.0 N 1758 33.500998 -117.W5801 ht LOS RIOS ST Si Ie ShouNer Good! U- dardal _ 3002941 CMIwI R30B�CAZ_ 0.0 DO NE 3002942 Crheal R30BICA 0.0 D.B NE 959 33 5048119 .11T656271 RiM VIA 9ARCELOIo Si Ie Shaultlu Ciao ULhenM 3002943 Csmtl R]OBfCP 00 DOE 1760 33504929 -117.E68108 Far. MRARCELOM le 5haultlu Good UClunrtl 3W2941Far R]OB CA 00 DOSE 1761 W.5DUN .112666]1] - M CL IA PURISMA Si Ie Shoulder Good - hl Pde 300291.5 Gootl R30BICA p0 OD SE 1]62 33.505354 -117.66]058 . M AVD D IA VISTA Si Ie Shoulder Far UCM1enIM. 3002846 Gold Rt-1 30.0 30.0E 1763 337SDMn -11].66]166 M AVDOUVLSTA Simla Shoulder Good 300DS47 W EM CA 0.0 OLO SE 961 33.5055]0 .11].66]205 R' M AVO DIA VISTA 51 le Shoulder Grcd IlLlurvgl 3002918 Good R28FMotl 00 'LO IN 1765 33.5OWN .11],66]282 CL SANTA BARBARA Si Ie Shoulder Far 4CIWNN.. 3002919 Good! R30a CA p.0 OR 1766 335058% -11].667330 - hl CL SAMA BARBARA Shape5r.Axr Good UMPab 3002900 Gootl R21(25)__ 24.0 30.00 3002951 Good - 517 CA DO OS S 1767 33.505907 .117.667335 RIM An D IA VISTA SI le ShouNer Good Routs 3002852 Good D3 _ _ __ _ __ 0.0 ONS 300295]Good 03 - O.0 0.0 W 1768 33.500138 -117,667465 Right AVD DLA VISTA SI Ie Shoulder Gadd Sduere 3002954 Good CSBMR,IS1 0.0 DOS 3002955 Gwtl e. . .lM1n 1769 33608288 .117.667517 RiM VOD IA VISTA S Ie Shoulder Far LLCIUMeU:..:, 3002955 Goad R26F 0.0 O.OW 910 33.500060 -11].68Rp6 Rude PAS SANTA CIARA 51 Shoulder Cava LLLM1en.1 3002957 Good RMBCA's 0.0 0.0 SE 1771 33.508544 .117.6676]4 Fill PAS SAMA CLARA PaShOulder Gootl Roald 3002958 Good _ D3 0.0 0.0 SW 3002]59 Good - M 0.0 0.0 SE 1712 33,506675 -11].687642 M PAS SAMA CIAA, Good U.Cha9IM 20R%O Cwad R3OBCA 12.0 1B.O ]0(554] - RMS C0. 0.0 OO SE 973 33.506]19 .11).887451 N PASSANTACIARA r GOM MPae 3002961 Good R3Oe CA) 0.0 0.0W e. .. 3002%2 GVM RNSSJC-IJVJ 24.0 WSW M4 33.506469 .1117.687210 RiDLL PAS SAMA CIARA shield Gmd LgMPtle 3X3963 Good RW CA MID 18.pS _ -- - - 3X5545 Gmtl RX CV -- 0.0 OA S 1]76 315X]81 -117.667]84 AVO DLI VISTA Shoulder Good! ULheMal 30X964 Gmd RUB(CA) 12.0 ta.pE 3X5516 For RI-1 30.0 30.0 E 17n 33.507218 -11].668235 RIM LA 2ANJA ST r Good UChwtl 3002%6 Gootl 591CA) _0.0 0.0 SE 3002%1 Gwtl 633.1 OA G.0 0.0 SE 1778 3350722] -117.668260 RI M AVD D L MSTA r Good ROOM 300298 Gootl D3 0.0 0.0 SE 300P%9Gold 0] OG O.OSW Ing33.5074]0 .117.8984]5 EMU VD0 LA VISTA . r Good S . 30029]0 Gaatl S-SJPSB_MP15 BA 0.05E 302971 Good R306CA.: 0.0 0.05E 1780 3350]601 .117M0563VDO LA VISTA 51 eShdulder Gootl LCh4nOa 302972 Good 230 C19 0.0 0.0 SE _.._- 3002973 Good - R=N5-051 12.0 D 15.0s 1781 33507948 -112608533 AVID LA VISTA S bBhoMWi Good "headed 3002974 Fair R26FMatl 0.0 OO SE 1702 33.50]761 -117.08734VO D LA VISTA S SMUNa Good Ua" 30029]5 Gootl 0308 CA 0.0 D.O SE 178] 33.507961 -11].6fi019fiVOOLA VISTA 51 Shoulder G0ar1 ftowd 3X2976GOM D3 0.0 O.0 3X29n Gmd D] 0.0 0.05 33.508031 .117.668561 SAN FRANCISCO SIIOJtla Goad Il-Chard 3X2978 Geld R30e CA__ 0.0 0.0 SW 3002979(ioatl 8302 CA 0.0 0.0 SW 1785 33.608005 -11],668360L SAN FRANCISCO SI Shoultler Cml Syw< 1002980 Gaatl W 3X2961 Gootl 00131 15 10.0 15.0 W 1]86 33.5081]2 417.66B100L SAN FRANCISCO Si hi-61.-ShoOar 6100 I}CNnrcl JX2902 GOM R30R CP O.O O.O SW Appendix Al Maintenance Zone t Sign Inventory Post ID Location Data Post Data Sign Data Pon 10 IatlluEe Loss. Pasiyn I shad Almott Ties Condgon Mnenal son 10 Coaditioni MUTCD Code VAtllh I News I Fact,Direction 1]8] 33.50851 -11].66]025 Field ICL SAN JNAN SI 10 ShurWr 6mtl N Pass 3002983 Lntipl Mi DA 0.0 SW 1788 33.500805 -11].06]134 Right CL SAN.11-JAN Shoals shoulder Gmtl N PW 3002884 Shod RNSSJG4W 24.0 30.0 S 3002985 Goy 0.0 O.O S 1]00 33.508249 -11].667753 Right_ CL SAN LUIS Single Shoultlm Goy 3002988 Gneral 30.0 30.0 E 302987 10.0 18.0 E 1790 33.509214 -19.06]059 Right CL SAN LUIS Single Shoulder Good U hI Poss ].2908-oil Bo 0.0 E 1791 33.509007 -19.668555 RIM AVD D LA VISTA Simla Shoulder Gmtl Ul Ihh nnel 3.2989 Gaod �iY;`9 i5s 0.0 0.0 E 1792 33.500970 -117.068639 Ri M AVD D LA VISTA Single Shoulder Goatl 3.2990 Gaad 30.0 30.0 E 1793 33.503035 41].868686 RI hl CL SAN LNS Sitting,5hordix Gmd B-Chdhha 3.2991 Goad HIMEAvI e;- �E. 10.0 24.0W 1794 It 500045 -117 M8598 RRiM CL SAN LUIS Si Shoader Goy ()Claval 3002992 Cabral '_Ka%"a.,` 0.0 0.OW 3.2993 Gxtl ?iz-E. 0.0 B.0 W 995 33.50885] -19.888522 R' M CLBAN WIB Sears.SbuYYr Good UChvad 3.29.Gactl 1328E✓"'-00_00L;I::Lf: 10.0 2COIN 1]96 33.5009. .1178N5383 N LL SAN LUIS St e51wW4r Gdo] DMPde 3.2995 Far a:. 0.0 CLOW 1797 33508991 -11].660679 R' M CL SAN LAMS surds Snooloer Good ()Chapel 3.2996 Good l51;: 0.0 0AW 990 33509101 -11)667704 22NL.CL SAN LAOS Si It,Shorts GCW O IhnrcI 3.29970 RIDBCA 0.0 0.0W In', 33.509100 -117 CL SAN LAMS S Is Snorts Cm5 Round 3.2990 GmJ D3 do B.OW 18. 33.5.118 -11]667397 Right CL SAN LNS Si Ie Shoulder Gov! U4hmrel 30.899 Cutiral Saw CA 0.0j NA 1801 33509039 -177.667366 Right CL SAN LUIS Si .Shorder Far uic..iI1 3.].O Coleard E ULD NW 1802 3350854]_11766]190 Right_ CL SAN JUAN SI le Shoulder Good Round 3003.1 Fair W OA NE 3.3.2 Falr D3 auN 1003 33.508510 -11].6674]2 Right CL SAN JUAN SI Ie Shoulder Gats U-Channal 3003003 Good RMF Motl 0.0 E IDoa 33.508161 417.667643 Right CL SAN FRANCISCO SI Is Shoulder Good U M Pale 3003OW Guod ml!CA 0.0 E 1805 33.500382 -11].8fi7B15 Right CL SAN FRANCISCO 51 Ie SM1oul4r Far IWIe. _30.005 CwodWB-t 30.0E 3003006 Fair .111 M15'- 10.0 E te. 335CS253 -19.668374 Ri hl CLSANFRANCISLO Si Is Shoulder Good II MPde 3.3007 Good R]0 DA o.0E 1007 33.500155 -11].66B650 Right CLSANFRANCISCO Si Ie Shoultler Gro] U-Chnna 3.3008 Far Ri-1CO.: 30.0E 1000 ]35002_60 -tt2.67]]yM CL SANFRANLLSCO Single Shoulder Good UMPoIe 303009 Gaol R30 CAL_ D.05 3.]010 Gcod R&2 25 2605 10. 33.SON55 -117.668]41 CL SAN FRANCISCO g ulrM Caved I}ChnrW 30.011 Capt R-NSSJC.NW 24.051810 335OBS02 -11].888]5] I hndelawM ocultiv Gmtl . 380.1012 Crited CA 12055.a3 M4-1112.oSW 1811 33508]. -117.611 Right aredelawla r..I. Gaal 3005492 Crig1 R25CCA 18.0 12.05 1012 3].506788 -11].668]40 RightAVDO LA VISTA lee. Cay Round 3003015 Good O3 _ 0.0 O.OS 300ID16 Grad 03 0.0 too Al 1813 33.509154 -11].668]40 Right AVDD LA VISTA nouMat Cm] Suare 3003017 Good WNSSJC.S9MP15- oA OA5 1014 33.509245 -117668]09 Ri hl AVD D LA VISTA houlder Far UClwnnel 3003019 Good R26F otl 0.0 O.OW 1815 33.509377 -19.668]33 Right PAS SAN GABRIEL houlder Croi Li hl Fold 3003020 Far R30B CA 0.0 OO S lot. 33.508561 -11].860703 yM AVD O IA VISTA houlder Good Fiend 30030]1 Good_D3_ _ 0.0 OAS 3003022 Good D] 0.0 oA 5 33.509674 -19.668524 Right PAS SAN GABRIEL _ houlder Gaotl U_ghl Pole 3003023 Good W-NSSJC-SBMP15_ 0.0 0.0 SW 1317 _ _ 3003024 GaM WNSSJPNHTS__ 0.0 0000 SW 3003025 GOW R.B(CA)_.. . _ 0.0 0.0 SW -' - - - 3.3026 Goad Rae GA Lo ao m 1818 33.509016 -111650051 Field PAS SAN GABRIEL SundsShoulder Good 4GhapW l](31027 Critical R30BCA 0.0 D.O SW 1819 33.510084 -11].65]383 Rids PAS SAN GABRIEL Sl Ie Shoulder Gwtl UCana 30o30OCushal R301CA 12.0 18.0m 1820 3331()139 -117.1sSuRIBIRedlit PAS SAN SAMUEL. Stage Shoulder Gwd Fit Ross 3303029 Good R30BICA1 a0 00005 Not 33.6101 -117.667469Rito IFASSARIGABRIEL &has Shoulder Good ULhaaW 31)03030 Good R30BICA O.G. 0.05E 1822 3JS10116 -11].667640 R. nt PASSANGABRIEL Single Shoulder Genii LLChaonel 3.3031 Far R33BIG 1D 0.0 NE ten 3].5100. -19.8fi7901 Right PAS SAN GABRIEL Shea Shoulder Good MPOld 3.3032 Gard `AXNSC-_BBV._P15_ DA O.OE 3003000 Coital R305CA. OA OAE 1820 ]35.0]9 -11].660526 RIM PAS SAN GABRIEL Si Ia Sho ildi Cud UCMnal 31MOI 11hal R30B CA OA OA E 1825 33.509]5] -117.660800 Ri ht AVD D IA VISTA Simla Shoultler Cay UCMnrcI 3.]035 Fair Rbt 1 30.0 30.0 E 1826 33.50804H -19.660002 Ri hl AVO D LA VISTA Sing.Shatilder, fm! LAW Pete 11.1.6..an "hi 1 001 O.D SE Appendix At Maintenance Zone 7 Sign Inventory Post ID Location Data Post Data Sign Data PDtl ID Patitt+nI SVaI A IT COMltlen "Maul 5 n IB Ed tlion NUTCn Cotle NAtlIM1 11e' N Faa Bltetlian 3].50992 -11].888823 AVD D I.A MIA .swW Gwd . 3MO37 BMP15 0.0 0.0 SE MEN MIOMBCA _ 0.0 0.05E 3003039 ONSO]2 _ ND 15.05E 3M3MD O S50J2- 24.0 1&0 SE IMS 3].510263 -117.%9117_Rh1 AVD O LA VISTA SI le Shwldm Goad Reund ]003041l O3 _ OA 0.05 ]00]42l DJ 0.0 0.0 w 33.510346 -11].669020 R�ht CLSANANFONIO 51 I,SM1ouldx Good "heri 3003043 _ R]OB(CA)_ 0.0 0.OSW1829 34344d RMICA) 0.0 0.0 SW3003015R.11SsicNW 24.0 316533low 3]S1N9] -117.668826 CLSANANIONIO SlalMf G,iw 30MM tl 5•FHSSC-S8MP15 0.0 0.05331831 3]510549 -117 N8294 CL SAN DIEGO 9 IeSMuldv Far DGDBhDtG`%: 3W]4] R30B'CA) 0.0 ORw 1832 ]].510]3 .117.66]SB2nM CL SAN DIEGO S Ie Shoulder GDiA LLCMnM Whomel R30BCA 0.0 0.0 SW 1833 33.511024 -11].66]988 Ri N CL SAN DIEGO Sin Ie SM1oultler G d 300]49 wl:&SJC-SBMP:S 0.0 0Aa 18% %51114 -117.668061 Ri h1 CL SAN DIEGO Si Ie SM1oultler Goad UCNntwl 300.,3050al RBOB CA 0.0 I D S 1835 33,511613 -117.%824481 h1 LL SAN DIEGO Sin Ie SM1oultler Goad 5 ume 3003051d t1i SBMPI5 C.D. 0.05 IBM ]3.511)99 -117568332 Right CL SAN DIEGO Slrgle SM1oultler Gaatl UChamtl 304052 Good R30BICAj. 00 0.D5 %4053 Good R NSSJC-NW 24.0 WO 107 33.512088 -11].664510 M CL SANDIEGO Si lasm tl Ghi ]ON04 Good wNSSJC5BMP15 0.0 0.05 1838 33512206 -11],66854 - M CL SAN DIEGO SlwWdar GCot NPcb ]003055 cnua RMI CA0.0 ODS 1839 33.512698 -117.%8809 - M AVD D IA VISTA ShaNdar Goal DCMai 3430%334 828E 18D 24.0 SE 3003057 Cn0®I RNS-051' 12.0 1&0S IND %.51MV 117568M1 Right AVD O L4 VISTA 5 Slrouldm Good ' %Pae 3WS487 Gaol R.NS-SJC_-NW 24-D 3D.0 BE ]003059 Fair RMB(GA) - 0.0 005E tot 33.5126]3 -11].66942 RI N AVO D U VISTA 51 Ie SMulder Far wood P031 __30030N CMical R1-1_, 30.0 M40 E ]4ID61 Gold GNS-032 24.0 l&0 In iN2 33StP@ -I"SaIID2 N LL SAN DIEGO ablate51wWder fi00d RmM ]0030fi2(3octl _D]_ _ 0.0 0.05 3003M3 Gaol 03 000 0.0 E 33.51_25G0 -11]568811 AVDDUVISTA shouh r cio UCSroW 3003060G BCA 0.0 0.0 1N3 3003065 Gw RUCCA) - _ 0.0 0.0 W (_ ) __ 3003666 Gwd RNS-SJGNW - 24.0 300 W ilei 33512]2] -,3,3].668]40 RI h1 CL SAN DIEGO Si eSM1ouldm CmV 310306]fnotl 33315-SJCSBMPtS 0.0 O.ON iN5 31512293 -,3,3].66012]R M CL SAN DIEGO Sln eShOuldm C vJ U-CM1annel ]4]068 Fair RMB(CA 0.0 0.0 N iN6 33.5119,30 -1t].668580F M CL SAN DIEGO Si eShoulder far ]003069f otl WNSSJCSBMPiS : 0.0 O,ON re.: 1N7 33.5117M -117,668472 Right CL SAN DIEGO Single Shoultler GonJ O9hl Pab 30030]0 Good R-NS SJC NW 24.0 30.ON - - - ]OOJO716oW RMB(CAI -' _- -- -0.0 Y.ON 1818 ]3511253 -1,3].4829)8 M CLSAN OIEGQ Si Ie SM1oultiv Gmd ]33]072 Good 1YNSSJCSBMPtS 0.0 O.ON 1N9 3].51,3102 -11].668228 CL SAN DIEM SI eSlnuNc Camtl NPde 300]D]]CCW R%BCA OD O.ON 1850 ]3.5100% -19.%6107 CLSFN DIEGO I0.5FOWer Glad Raub 304.74 Goo 0] 0.0 0.0 NE 333345 Gwtl 0] 00 O.ON 1851 ]3.510750 -117.48184NM CL SAN DIEGO SI Ie SM1OWtlu Cmd DCMnrcI 30030]6 Fair RUE(CA) 00 0AN 1852 ]3.510629 A P.%BG05 RiM CLSANAWONIO Si Ie SWuhhr Goatl 5 . 3003G7)Goad WNSSJC-SBMP15 00 0.0E 185] UBIMM -117.698]44 Ri M CL SAN ANTONIO 51 Ie SM1aader Gwtl U NPcb 304078 Gwd R30BCA. OD ODE 1854 31510456 -11749180 Ri M AVD D IA VISTA 51 N SM1aa]er Goatl Ai PO 304079 Gmd RI-1 30.0 %.D E 1855 33.510532 -11766112078 hl AVO O IA VISTA_ 5i Shale CaW MasonG d wNSSJCSBMPI5. 00 O.D SE 3n]W1G d RUB(CA) 0.0 0.05E 18% 33510787 -tt]E6N18 N PAS CARMEL G Shn GaW "I.. t 304002 Goctl R30R CA 0.0 0.05E 185] 31510958 -11].66030 - ht AVD D U VISTA Shai FBI Ro MO%83 Gootl_ D3 __ 0.0 0.0 5 MUM Gnod O] 0.0 0.0 w 1058 33.511031 -117,669435 R' ht PAS CARMEL S' Sauldm Good IlCM1a3na MUM 334 RMB CA 0.0 OD SN 300308fi GpW R]B CA 0.0 0.0 SW 1859 33.51116_7 _-_117.659093 Right PAS CARMEL __ Single SMulder G_vdJ_ _li Mme_ %0.30_87_G_40 R-NS-SJ_0_-NW __ 24.0_ _3_00 BAN _ _ _ _ 3a0%ee Goof MICA) 0.0 0.0 533 1860 3151120 -117.%3301M It VDOIAVISTA 4 ShitiMer Geed U-CIumW ] 349 CdiiW RUSCA _ 0.0 0.0E ]00]11900 td G]}tICA 0.0 OOE Appendix At Maintenance Zone I Sign Inventory Post ID Location Data Post Data Sign Data Post ID witwe L-lductit Pos;Wn I st'sat Asset Ty� Ca�fficn Matend SlOn IU C.M.Iwnl MUTCD C.M I WORI Ht,iahl I F�Diradion last 33,511154 -117.669551 Facts PAS CAR.R Skstle ShOu1Wr Gool ��t 3003091 IRI-1. 1 30.0 30.0 E 1852 3305112511 -117.689631 nsits SJ,,,,dMr Gmml wht� 3003092 Falr MOB(CA) OOSE 73751'19DI .117 W93H RgIlt AW 0 U VISTA SIngle Shoutles For U� 3003093 Cr.1 MOB(CA) 0202 EDOS a OS 1.as -'1 7 ..1.3 a It S ass, I OA a IM 303M R-NS-SJO 24.0 30OS as 3MG95 Ut.oll 151 12. lams R� 13" 33.512308 .117.669193 mi- .1-F3 I 'fl-A S,,(.Sh.uItIsr GlIml U'Chs" 3=095 Cnts�l R-B�A 00 O.Os 1865 31512769 -117.689112 IsgIst A�. Id.. S,Isx,Sh,ulftr GOOKI wht� 3MU97 GO. RIOB CA 090 00 a less 3151290 -117.669102 P�ts Vll ll.A I,s�. Sj1a Sh.ulclsr GcMI Ist. 3MO98 w C�BMP15 00 ORS St. IM 33aIUI3 -117.669IN ftgts A &rstl,Sulo,r GaOtl Itight'Nis 3.3099 R- CA OmD ORS IM 33,514341 .117 MU10 Stahl AVI)D��A S,1�ShoulMr Geod Low I,Ois 3003100� Rm�S-SJC NW 24.0 30.0 S 320101� R308tCA), 0.0 a.a a 1869 1 33,514865 -117.669623 Right AVD D U VISTA Si.t.Sh..Ir Gtsml ugtht� 300102 Cnt,. MODICA) 0.0 OAS 1870 33.515373 -117.669882 Rials AVD.IA VISTA S.,te sh.ulftr Gca,l uam 3001103�d R3,*DS(CA) DO Dose 1871 33,515807 -1 17.67al 14 Right OSO RD Zarms.ShOtMer GiMl uOls lft4, 3000104 G-J 10-2 0.0 DO a C I Vast G� CA 0.0 am a 1 1872 33516949 -1176701" OSO RD now sr� Da,e Wx,1 JAOst 30031051(lOOtt all 30.0 30.0 a 3=107 Gcod 1�9-on 24.0 I&OS 1873 33118012 -117.670170 RI I AVDDL�AVISTA Sim[.SMWOr Far ROM'sl smile GOW D3 0.0 OA a 3000109 Gctld D3 0.0 0.0 W 33519038 -117.670097 oso Sto swats SrO,&w osx:t DON m,ss 3MI10 Gac,d R�N�SJC-NW_ 24.D 30.0 SIN 1874 3005515 R308(CA) 12.D la.0 sw 3005516 R� -O-D-0.0§W- 1875 33516060 117559986 Right OSO RD Single S�ulcfss a . 3mill�w W10-9 36.0 MO W DOSSIT GoM W10-1 30.0 30.0 SW 1871 33,516151 -117.669004 Ist Cat CAPISTRAPKI SimleSWulde, GOasl a.. 3003114 GaW RM_ 18D 30D W ISM 33,516173 417.659"3 1 Is CIA cAPIsrRAJD Siwl,,S�uldes Gotsl wm Pula 3003116 GO. Rl" 1.0 .a W la7s 33.51057 -117.W9743 Ot Cm w1S7RA#sD SM,.Sww6sr GoOel astral pt*, 30113117� RIS-1 480 MOW 1800 33.51617a .117.09537 R Is CIA CAPI� SOl"silfts, 3MI 19 GoOtJ D11. 00 0.0 W 180, 33.516058 -117.659482 Ri ht Cal CAPJ� �Lg_nv�Sh-ld.r GOtssl S-� 3MIX)GOcd_ 36.0 36.0 M 3MI21 G� m as GA" 1M 33.5157m A17.669376 RON CM CAPIS� Slrtla.Sh.�Icfer GOtsl act. 3MIV Go� G95D(CA) ISO 24.0 N 18113 31515552 417.669278 Right CIA CAPIS� !a,vftShWr GoOcJ �F`tss 30031=�M RB-3. 24.0 24 0 N 18" 31515155 wIl7rMIDI Insist CL CHMCA S,rala StImUftr Gocsl IAbl,1� 3003124 G� RB-3. 24.0 24mO N 33,610% -117mM703 Ran CL�CA ilst, amus P�� CA 12.0 Iflaw 1886 3=128 Dd FORB CA 0.0 DO M310 G.d San CA 0.0 0.0 1807 33.614112 -117 M566 Right cat CAPIS'TRAND Sinata Stratitser GOOld �J`Oat M3130 GOad RMB(CA 0.0 0.0 m =3131 Gmc] RIOS CA 0.0 0.0 sm, saas R R saa R M 3 3 8 BC A A A R208 EA Ina 31511320 Al7vM152RION uw� Skt*ShOufts, GOOd Sm. m3in G95DICAI l&O 24.0 M 33.51312S -117.668026 Right cat wl� S.&SOnalst OasO upw rI:i, smarm RZ-1 U 01 30.0" 1889 3=134 GOO,J FoOSL6) .0 0 C- O�a a M3135 G.ill OB(CA) 1890 33512173 .117 U7601 Sets Cat CAPIS� sh'i.Sha.1,asr (IMI Li'm Fas 3003136�d RMB(CAL--- 0.0 0.0 N =3137 G. Rxs CA Ox OD N lag, 315115331-117 ASM41fbald ICL BONITA Shns.SIMlIther 'Gts,cl S,=e 303134 G950(CA) 1800 24mV N R.(CA) 1892 33s'1333 -117 66 Ul Fban Cat CAPISMWO Sales,sts"WIts, GO's", JDI,mpo� 3W3139 0.0 0.0 N 300314D�d R30B(CA) GAO 0.0 N 1893 33510440 -117,666845 mqmt Cm cApis'TRAP40 S1,1sSh.uld. Iticstc! RP C Omo 0.0 N LGA 30031411=d RMS(CA) Ilia 0.0 N U,rsPcM 3 �3_ 30.0 30.0 N R L law - 3.B(CA) Om 0.0 N Ri CA_ 0.0 QmO N Ra 5 loss 33509031 Sn2l.StutuMl I EI-10 v 5)- 24.0 W.0 N I I I I 30031471<3� WIO-2 0.0 O.OIN Appendix Al Maintenance Zone 1 Sign Inventory Post ID Location Data Post Data Sign Data PBM ID LatiWde . Position I Sheol Ac¢tT COMilun MAene1 5 ID CoMUon MUCO Cede NMIM1 b I F.Di..n 10% 33.508642 -01].666091 Right CMCAPIST & SMUMer GOM Routs 30031M GCM 0.0 C.ON ]00]A9 Gmd - 0.0 0.0 N 1897 33508557 -11].6660]0 Rghd ICM CAPIST S Slwubx Goatl u9VRa, 3003150 Good G&1 CA 0.0 300151 Gwd R2e1 SSL2 0.0 1898 33.50804 -11).66588]Right lA IRNA ST at'[.SMu1der Good VJOM PCM 303152 Fair SP CAI _ 0.0 0.0 N 300]153 Fair M3 CA 90 0.0 N 1899 33.50]3 -11].66550] CM CAPISTRMq SlnWkr G W a . 3003154 Goal G950 CA 18.0 ..0 N 190 33.506815 -117565156 Fella LM CAPISIRANO 51 a SMUMer ugmPOM 303155 Good R221]SJ b.0 30.0 N ]00156 GCM R3 CA 0.0 0.0 N 1901 33.5058]6 -11].6648o CM CAPISTRAND SI Ie sMu GCM OVBM 403157GCM N153 _ 30.0 30.8N 0CM 3 ]158 GR9D CA 0.0 CON 1902 Masao 4 -117.W4]3BR1RI m FhL-APISTMND 51 eSMulda, iJslftb- 30]159Gsd _G&16C( A) _ 0.0 O.ON 3003160 GOM R30 CA 0.0 0.0 N 103 3350514 -117.654103 M CM CAPISTRANO Sinai,smW Liam POM 303181 GOM Raul$5125-.- 0.0 00 N 3003162 F®r LA _ 0.0 0.0 N 1904 33.504120 .117.664100 Ri h1 CM CAPISTRANO SI le ShBMd-. GOM 5 wre 3003163 GCM G950(CA 18.0 24.0 N 303164 FMr --CA - - 0.0 0.0 N 1905 33503836 -117.664003 CM CAPI$IRAND S.W.SMuber Gooal UCIwIW 3M165 Good R&3a 240 24.0N 1906 33503]2] -11LHW960 RIM CM.APISTRAN� $i Ie Shouter Gmtl RBUM 3031666 R+ l 36.D me IN 190) 335-.3 -1...663931 M CM CAPISTMNp $i Ie SMw., Gmtl LLCMnM 3W316]GOM R)-IDB 12.0 18.0N 108 Mall -11].693]29 R' M CM GPISTRANO s1we smwaer G d b M Pob 3-3168 C 053. 30.0 30.0 N 1909 33.502950 -11).663600 Ri b CM CAPISTRAND Si a Shouter Gcop Round 3-3169 f G&16 CA 0.0 0.0 N 1810 33.5-6)5 -11].6635]2 Ri hl LM CAPISTRANO fii eSM1oultler (acW U{M1 . 3.317O G.c R7-106 12.0 1890N 1911 33.502509 4124.]1 b C28 CAPISTRANO 9 Shouter Gwa UCh uM 3011)1 GOW R7-1o6 12.0 l8aN 1912 JJs.11 -11TDaM37 CMCAPISTRANO Slqultler Goal Ro 30031)2 GOM G&16 CA 0.0 0.0 N 33502200 -112663328 M CM CAPISTRAND S' Ie Shoultl Good ❑ ht Rae 3003173 GBBd -125 . 24.0 WON 1913 30-171 Goad Ras OA 0.0 N 30-175 GOW G95 CA 18.0 24.0114 33.SD..- -111.%2832 R" M CM UPISTRMI0 sl stvaa r Goad l}ChaNW 3031]6 Good R2-125 240 40 MV 1914 9031"GDM R7-108 12.0 18.0 W 3003178 GOW 41-11 OA 0.0 NW 33.50144 -11).663]. ht CM CAPISTRANO ShadMr Good Pole 3031)0 food 64&1 ca0.0 0.0 N 1915 303100 G R&3a 0.0 0.0 E 303161 Goad RS3h e0 US 1916 ]3.5014. .11].662552 FU,4a CM CAPI$TRAND esmot Gwc! i'smPM 3031026 GNATS 0.0 0.0 NE 1917 !350108 .11).652932 M CMCAPIST 140 Si Ie Shoulder aM Row 3003183 Gard G&16(CA) 0.0 090 1910 33.50142 -117.663012 R' M VERDUGD ST 51 le Shoulder Ga 5 uate 3003154 Good R26 GA 060 00 E 1919 ]3501968 -11).6-4]0 " M VERDUGO 9T 51 Ie SM1oulder Cml Rowul 3003185 GOW Oat 0.0 0.0E 1920 3].5W340 -11).66362]R' M VERDUGO Si S,We SMuld Fv Sq. 3003165 R3-.1 24.0 20 0 E 1921 33.501355 -112663666 fti N VERDUGO ST Si Ie Shouter GD:d 5 . 3005489 G d RS-1 . . 36.0 36 0 E 33SO1360 -11].663]48 Festal VERDUGO ST Siyle Shouldu GawO a'. 30-188 GBod R-N 001 36.0 Jfi 0 E 3003189Gootl R6-tt- - 0 36.0E 300.1190 Gw'd - RS1e _ 12 35.01 2CO E 1923 3].5012!] -il].862]]]Rials CM CAPISTRANO SI le$Mulaer Gmd 2RouW 300191 GOM D}la O.O O.OW 1924 330501107 -11].662]4] M CM CAPISTRANO Si le 51gWab Cxvd30-192 GOM RTE 00 D.0 N 30]193 GOM R)-10 12.0 18.0 N 1925 ]3.50]35 -11].662]10 M YORBA ST SMulaer (x54 30-1.GOM 64&1 G 0.0 .0 N 1926 ]3500488 -11LB628>t RSM YORBA ST 9 e Slwuter Goon 30-195 Cdtiul R)6 0.000 N3-3196D033489062 -1gb62598R' ht FORSTER$T Si Shouter GyM 30319>102] 0.0 0.0 N 1928 33dH92C9 -11].6624] M CM CAPIS)RMA Si Shoulder GaW30-3INI GCCd G95D CA 18.0 2l.ON 19]0 33d9092 -11].662628 RiM CM CAPISTRANO Si le SM1ouldef Gots 30-201 GOM 6461664 D.0 0.0N Appendix Al Maintenance Zone 1 Sign Inventory Post ID Location Data Post Data Sign Data POM 10 I-eflooe L -We Poiden SVeel Asse1T Co�Bon mid.nal So10 Conlon MUTCOCde VMN Foe Ptent 101 ]3.498476 -11].662636 Ri a CM GPISTRANO ghosted Round 300320)Good G&t G 0.0 (LOIN ]3.493169 -17].665500 Right _PASADEIANTO Sleeker USNnnel 300320¢Goo] - ""`.'u'- 0.0 aA N 1982 - 3003274 Good - "--=' ea 0.0 N 1983 33A931W -1L766550]Right PAS ADEIANTO DootleSMWtler Gootl Wuotl Poel 30032]5 CU. 312-2 CA 0.0 OLD 1984 33.49)92) -11I66434]RIM1t DELOBISPOST Si le ShouMv COM ROuM 3003276 Good 94^.T+SS�<_- Oa &0N 1985 )349]920 -11].6641]5 RIM OELOBISPO ST Si Ie SM1OWtlM Dari ]03124(cM RSZs'1ol1"e.=5ii'-�-' 36.0 M.ON 1986 33A9B0]0 -11).6638]8 Centel DEL OBISPO ST Si Ie Shoultic Cool U-Clanml 30032]8 Good R3eJ0R",`g-t,Rzn 00 O.OW 1967 31498095 -11]6633.11 Cemex DEL OBISPO ST SiIgle Shoulder Gootl SOume 300)2)9 CCM RAT 13.0 2C0 300.t2B0 Good OM1-1 18.0 16.0 W 1908 ]3498131 -11].883302 Lenler DEL OBISPO Sr Sin he SM1OuId- CxW ]00]381 Good -' 30,0 30.031 ]3431080 -11].662)04 Right CM CAPISTRANO CCM ❑ N PaN 300]282 Good ;.mow 24.0 9.9 N 1989 3003283 Good 03 0.0 0.0 W 3003284 Good Rl"b 0.0 0.0 N 1990 33494000 -11)482]82 Right CM GPISTWINO 51 Ie SMIMer Cxetl Minn. 3003265 Good S35A CA 0,0 0.0 N 1991 33.493301 -11)562822 RightAVO PADRE Gootl Ra_u. 3003286 Good D}te 0.0 a.OE 3003287 Good Rl0 b 0.01 0.01E 1992 33492987 -11].69284]Rrallt ICM CAPISTMNO Single Should. fimtl Reuntl n13286 Good S GA CA 112.0WA a.0 N 1993 334918513 -11].663053 Right_ CM CAPISTRAND 918 SMWtlM CCM Rigitl Slrudure 3003289 Good - - 36.0E 300]290 Good OM14I 10.0E 2015 33.4967011 -19.661032 Right _AVO GOLONOMNA SI Ie 5lwultlm Good! Square 3003291 Good S G OA W 3003320 Good D. O.6 W 2a18 33495190 -11).652980 Right CM GPISTRAND Si le SheuMu Omtl Rauh 3003321(q` . SSJH-N413'3U. 0.0 W 2D17 33A966n A1].65244]Ri M1I CM CARSTRANO Seale Shoulder Good 5 tal Pde 3003322 Good RlO b 0.05 2010 394%9]1 -11].662528 Center CM GPIST NIO ShIe Shoulder Gootl Round 3003323 CUM R6-1R: 36.0E 2019 33.44!530 -117.062400 Ri M CM GPISTRANO Si a Shoulder CrtW M Pole 3003324 Ga. G&tE CAI 0.0 N 2020 3349)901 -117.550185 Right _ CM CAPIBTMNO CxW ' rel Nitl 300))26 W._ R]33(Gf.-__.__ B.0 W JD93327Geatl DSte 0.0IN 3349]899 -11].662500 CMM CM GPISTRANO 6i eSMIMM Good! 3WJ32B Good RA7 24.6 N 2021 - 3003329 Cm3 RFtR ]6A W3003330 ' OMt-3 18.0 N 33.4980 -19562710Cer4er OELOWSPO57 Moulder Goad 3003331 CCM A7 24.0E 2= 3003332 GOM fR - 120 36.0 N 3003933 GO. OMta 180 38.0E 2023 33.486876 -111I.860709 RIpM PAS MERCADO GATO_ Sunl.Shoulder CnoO UChnnel_ _3031334 Good_5364jCAL 0.0 0.0 NE _..- NE-...._ 3XIM35 Good RffiF 0.0 0.0 NW 2024 33.496760 -117.660610 M PIMA DR B le SiwNtler Ge]tl StIdere 3003336(»etl 01 36.0 38.0 SW 2035 33.499409 -117.659020 RhArt DEL OBISPO ST Si Ie Shmatic Go. Rmmd 3W3337Gootl S36A CA 0.0 0.0 NW mm 33.50509] 117660309 RAN ACJAOHEL6I ST Single Shoulder CCM a . 3003338 Good R90 CA 12.0 18.0 W 3003339 Good RNSSJC2ONEK 12,0 18.0W 2028 33.506125 .11].881650 Right IA MATAN2A ST Si Ie Shoulder Good Square 3003MO Good ftIDIU_ 0_0 0.0E 3031372 Good fl86 CA 0.0 0A E 2029 33.505114 -117662026 Right ACJACHEMAST Siod,ShouNer Good! U.Chnrel 3003343 Good OM2-iv D.0 0.0E 2030 33.505699 -117,662724 Right EL HORNO ST Si le Shwltler CMY Wxtl Post 3003W Good Rd01 CA 0.0 0.0 MN 3003345 Good R30 CA 0.0 O.D NA 2031 1 331507853 -117664673 Rigid LA IANJA ST Si Ie Shoulder HGMSqM nel 3031346 God 6]6A CA) 0.0 0.0 N 2x32 33505707 -117.65333)Ri hl _ ELHORNOST Si Ie SM1oultler nN 300330 Gcotl 536A(CA) 0.0 0.0 NE 3003NB Good WHIR CA 0.0 0 0 NE 203 33.5114691 .117.6634648 M ACJACHEMAST 51 Ie SM1oultler 3003349 Good 536F(CA 0.0 0.0 NW 2034 33.314445 .1 9.662645 Nov EL CAMINO REAL 51 Ie Shoulder Outlure 3W3350 Good RS-11111 36.0 36.D NE 2035 33503890 -19.662421 Wool EL CAMINO REAL S1 Ie Shoultler 3003351 CCotl R2dF CA 0.0 OO HE 33.5014_)) -t 9.6615]3 Right EL CAMINO REAL SbgIe SM1OUMer 3003352 Good RtOtjG) 0.0 0.05 2036 - 331))53 Good In, 30.0 ]O.OE 331)354 Ga. R381CAI 0.0 eo S 203] 3).50165/ -11].6615] EL GMINDREAL ShaiY+ de 3003]55 GOpE p4-1 Oa 0.05 Appendix Al Maintenance Zone 1 Sign Inventory Post ID Location Data Post Data Sign Data Past lD Lawdde We Poston SOeal AsxlT Cots MmnMl 5 .ID C.nc4ion MUTCD GaEe 'MtlIM1 M Fem Oiretion M30 33.500520 -117.660119Ri ll IDEL OBISPO ST Smxil.swU Good lu,Cha.W 30N356Gwtl LA 0.0 0.0E EMS 33.499]60 -11266]060 R1nt CM CAPISTMNO SI Ie Sh.WEer Gaal Routs 3003357 Good D l 0.0 0.05 33.509392 -111.86439 Right VIA LOS PAJAROS IeSMMder Good Roved 31103358 Good O] 0.0 as 3003359 G W 0.0 0.0 E 33.51526 -11].665091 R10t CL RESPLENDOR Si la SMultler Fair Reatl 3%3360 Good R._qAj__ 12.0 18.0S 3003MI Good R30iGAL_ 120 18.0S 306362 Gwd RNS-NS -ZONEF 12.0 18.95 ]3.499%] -11].859]64 M DEL OBISPO ST S eSMWtler CON ULNnrcI 3003363 Goo] 536ACA 0.0 0.96 33.501]90 -112880068 R M ORTEG HWI Goad Si nd Meat 3003364 Good Rti'1 12.0 24A W 300336s Goo] D9-1a - 0.0 co w 3110189] -11].661%B R' M ORTEGA HNV Simla SMulder (sxN ' tut Pole 3%3366]od RI.In 0.0 OA S 33.60943] -11].6 M Mod VIA LOS PA TAROS Si le Sh.Wdl.r GeN ]%336)Good RL-1 30.0 90A N 33.52]3]1 -11].6]0838 M CM CAPISTRANO Si Ie SM1oWd.1 (acW ULlunrcJ 304]68 Good OM2-1V o.0 OO SE 3154306 -1P.04522 M CM CAPISTRANO Si a Shoolda Gmd Rauh 3063]0 Coal 1 CA 12.0 18.0 N 33.542258 A 1].8148)9RkdA CM GAPISTRANO SindleShoulder Gadd flaunt 363371 Good R22-1CA - 12A 1&9N 2050 335662 -117.6)1]5 Ri MI S" ,Shoulder Good! I}ChenM 3003372 Coed CA MA leas 33.5189]8 -11].669021 ' CM CAPIST. _(mtl -VW Pol. 31163]9 Coad WA43 4&0 OUSE_ 365514 Grcd D}1a_ _ 0.0 0.0E 3003]]4 Gall R34 ]0.0 30.0 E 33.51694 -117.6191/ " M OSO RD SMWd. Good LACK 306375 Coad S36AICAI 00 0.0 SE _ 262 306376 Cool R26T{CN�__ 0.0 OA NE _ 3%331]Good MM(CA)-: 0.0 0.0 NE 2053 33.51591 -117.6711]3 " M OSO RD Si W SMUMa Gootl UChanrcl 3%3378 Good R18A CA 0.0 0.0 5E 264 33.51020 -111.671619 LM OSORD Si eSMWM CoW So, 306379 Go:A RSF 0.0 0.0 NE Sys 33.5117 .117S7MBft' M OSO RD Si le Sb..Idm Good Mar 306390 Good Rffi5CA i.` Op 9.0 NW 2055 33.5154]8 -11)01P4 Ri hl 050 RD Si Ie Shoulder Goad Other 306381 Good RXECAl 011 OONW 2051 3].5151] -11].6]1]04 - M OSO RD Ie Shouldaf Coad Row! 300.1382 Goad R GAJ 0.0 OA NW 558 6.51211 -11766M49R M AVDDIANSTA Si Ia S'..lder Goad 30353 GoM R30BCA 0.0 OA NW 201 3150M -117.6%45 Center IILA ZAt 5T Sin le Shoulder Good Suss 306307 Gootl R4-1 _ 18.0 M.9 W ]0]300 Good DMl-1 18.0 18.0 W 2%2 33.5060 -117.668210 R' ld ICL SAN FRIINC=O 5' SMulda Cmt Rath 303309 Go W RSF M 0.0 OAS 203 31508292 -11].96516 R hl CM CAPI5UMRO Si Should. Good wm POb 30330 Good! _ G&1 CAI_ 0.0 0.0 NW 303391 Good RZ-1 SSL25 0.0 0.0 NW 2. 1 33.502305 -117.662350 Rea CM CAPISTPANO SM Gadd Rould 303392 Gootl G8-1i5(CA) 0.0 0.0 NW 565 33.50135 -117.%]103 - M VEROUGO ST Si a 51wd4r Gootl 11 M Pole 303393 Good RSCA____ - 0.0 O.O W 3MM94 Good - R38 0.0 0.0 W 2066 33.50721 .117.65PS ftM YORBA ST saiii,9M- Coad Roud 303395 Good! RSFCA 0.0 0A 20] 30.5a1P -117.SS38 N FORSTER ST &4,sadowa oo Gd Rood 3033%Good R]-toe 120 18.0N 20MW Goad Mod 0.0 OA N 33A982M -117.02681 ' M CM CAPISTRANO Good ftwimea 3MM98 Good CA 0.0 0.0 E 20]11 Good Riel Me 240 E 590 30455 Good 133.1. 0.0 0.0 E 306456 Good 11040 0.0 0.0 E 6A8614 -11].6616 R' N pELOBISPO ST SMultler Gaatl lFChervtl UXoA57Gmd vqLLl 311.0 30.0E 299 MM50 Good _CA_ _30:0 ID_0E 3002459 Good R26 S CA OA 0 A E 32.4012 -11].63]6 Center pE1 OBISPO ST Si SMWdar Good l}ChervM 300240 fxwd R61 _ 18.0 24O E _ 210 - 363161 Good R 1R.____ _ 120- 360N 30316 Gootl CMI�3 - 180 1BAE 2101 33.49U0 -it)06645Riht DEL OBISPO ST S" eShoulder Gad Routs 3110316 Good mm __ - 36.0 36.0E 30m"fibN G&16 CA 39.0 N.0 E 117.863912 33A9B124 - LeMx DEL OBISPO ST S le 61wWder Good U-C a 302461 Gaol R}16R 0.0 0.0 E 2102 30345 Good Rs=1R . 12.0 6.0 363166 Coad 1132 1 30.01 W.01N Appendix Al Maintenance Zone 1 Sign Inventory Post ID Location Data Post Data Sign Data PW ID Le0NE0 L BWe PoeNon Shed AeedT CweaNn likd l nlp C.mlian MUTCO COEe YYSmM1 q I.pirtclion 2103 33.488200 41).663)44 Rght OELOBISPOST Si NShouldw Good agum 3003467 GOod W l - 30.0 30.0E _ 3003460 GO 00131 25ao10.0 18.0E 2184 33.488080 -11].68388 Cea. DELOSISPOST SiSNNIMr sgO,,.Pak 3003463 Goad R'15-1 _ 4a0 48.0 E_ 3008470 Gaal Rl5 36.0 2Lp E 2105 33480230 -19.663Bb R" hl DEL OBISPO ST ano.SINwW. GOW 300]471 GOOd W1O9 tad 12.0E _ 3005824 C R15A - 0.0 O O E 2ID6 33498200 -117MSO42 RIM DEL OBISPO ST Si Ie Shoulder (qW ROUM 300847 Go. R. 10.0 30.0E 2107 33480210 -117.6838)2 RigM IDELOBISPOST SN,,IeSWuIdei Gmtl qh. 0008474 Gadd R15T 40.0 40.0E ]a 75 GwE RIM 36.0 VLO E 2108 33.488114 -117.664033 COMer IDSLOBISPOST 51 ,Shoulder GNtl LLQUOM 300306 GOW i8R D.0 0.0E 2180 33.488121 -117.664161 CeM. DELOBISFOST Si Ie Shoulder Goad SO. MOM Ga0d G,tR 120 US 2181 33480116 -117.664202 COM. OEl.G016P-ST SI Ie Shoulder Cxcd LLCM 300]5)3 i RY18R 0.0 0.0E 2182 J].4801113 -01).669388 Rih1 DEL OBISPO ST SNgle Shoulder (aao! Romd ]00]5]4 Goo! OJ 0.0 0.0E 3003575 0d D3 0.01 O.WS 3]498193 -117.694307 RiW DEL OBISPO ST Si ,Shoulder Gaol " NPole I 30035)6 Band 5 CA)__ 120 18.0501 2103 3000513 Gaol GB-161LA) 0.0 0.0 E 300357)Fair R28 S CA 0.0 0.0 E 33.4881 -11)76051RJgX BELOBISPOW swglesho , Gmtl ' NPole 3003578 GOod CA) 12.0 18.0 SW 2184 3005512 Baod G INCA)_ _ 0.0 0AE MOVE BGed G95O{CJ___ 10.0 24.09 21003580 Fair RMS C4. O.D OA E ]3480025 -117.05528 RION DELOSISPOST Cued $gad Llad 3003581 GOW 03-10 0.0 0.0E 2185 3003582 Good R40a _ 0,0 US 3003583 G Rai 30.0 30.0 E ]003sm Ga R43a 0.0 0.0 5 3397 33.501314 -117.663618 N VeN o Simla SWWder 30040)5 "OpG 15.0 24.0W 8410 33.5=2 .11TVINDI I Si le smU r Caved LL N,N,Ol 300549)Go.l 030 ]0.0 30.0 E 1412 33.50017 -117.6641201 1 Si Ie Shoulder CpM 3WS611 Good R&3a 120 18.0 LE 3414 33506090 -117667430 SNOI.ShouNer f.rotl 3005530 Good OB CA 12.0 1BA E J41s J3.528420 .117.67E70 51 Ie SMWder Gwtl 3006514 Cao CA 120 10D 5 33493370 -117.602590 Sayle Shoultler Good Sq. 3005561 R 7 107 24.5 ]120 -- - - - 3005574 GOotl R62R - _ 30.0 12.0 5 3005575 GOW OMl-3 - 30.0 3075 3423 33.483540 -117.655520 SNON Smulc Good 30055)6 GbOl WIt-1 30.0 30.05 8430 33514030 -11).668840 _ Sin81e Shoultler Goatl Sauce 300557 Good R&3a _ 120 120 S 3005590 Good ROSE BD 5D B 3433 33488160 -117.683840 Btl0 a NWOOWN S' .Swuldw GoadSc. 3011 G CA . 12.0 18.0E 3].501200 -19.66]760 Si Ie Shoulder Good Squ.e 3005582 Good W10-9 10.0 120 3434 3005639 Gootl 00106 10. 120 E 3005645 Good Rt SA 18.0 10.0 E 3005840 Goad RIM 10.0 10.0 335012 -117 WO70 SMWd. Sq. 3005847 Good RI" 18.0 10.0 W 8435 30055]6 Crtvl YIN" 187 120 3005637 Good RI" tB.0 tODE 33.501330 -117.664080 ISOme.ShOWtl. IGOO,J un 3005630 GOW RIM 18.0 10.000 8484 _ 3005633 Go0d RI" 10.9 10.0 E 3005634 Good w1N8 24.0 1&000 3005635 GOW I00109 18.0 120 E 8437 33.4.7860 -19.65]800 SNaW CaoW Sq. 300554Good R158 18.0 10.0E 3005631 Gmd 00109 ta0 120 E U3B _334979)0 SN�Iv ShouWar G_wd _ _00_w_ _ 3005632 Goad ]035029 Geo0 W1a9 18.0 12000 3439 33487930 -11).664200 SI SINNIWer CxW J005630 Good WfO9 36.0 36.000 3005827 Good IRB-9 24.0 J0.0 W Appendix Al Maintenance Zone 1 Sign Inventory Post ID Location Data Post Data Sign Data Poet ID WXuda Petition 5lreel neet Tym CoMition MwerlJ S' nID CorGtion uUrcD CWe w4N iam Di�etlbn ]140 WA98120 -117.663990 sftw SM1Wder Good a . 3005628 Good R158 18.0 108 SW 3005615 C 1 M.9 18.0 1zo SW 33.507)30 -117.666010 Shoulder ooctl sjgwPde 31305626 Grctl R15a 18.0 10.0E 3441 3005541 C W109 18.0 12.0 E 300.612 Good R&8 24.0 We W 34a 33.507680 -117.566460 Sloolle slxndder Goxl 3035643 Mae 36.0 . 36.0w 3445 33.50]600 -11.666170 sNxedar Gated Stoma 3005640 Good R158 16.0 1zu W 3W5619 Cmtl W10A No 18.0w We 3]510180 -117.669580 Smle SMWder Coo] $ ml Pde 3005WO Good 1158 18.0 IzOG 3005611 Good M" 18.0 Wes W7 33.516120 -117.669730 Sirele SMWder Good sq. 31XI5612 Cool 1158 18.0 10.0 W 3005808 Gmd W10.0 180 MIDw 3446 33.516360 -117.689690 S SlwWer Cno] 30056 .Good R158 18.0 10.0N 3005WS Ccod NHbB 19.0 MON 5 Soppwa to Be Sign to to Oa RaptloelNatl CITY OF SAN JUAN CAPISTRANO CITYWIDE SIGN REPLACEMENT PROGRAM Appendix B1 —Los Rios District Sign Inventory Appendix BI Los Rios District Sign Inventory Post ID Location Data Post Data Sign Data Post I, Liffitud" L. hunts Reshot Shaer AddeT a Cooddoo mirldrad Stan to Condition MUTCD Codd I AAdTd Hi Famordedfido "I 2059 33.5m 1 -117.6691) TBS-RIM ST S Shoulder S,,, 30033M taxes V�.. l 18.0 24.2 NW :at 0 2060 33.503 -117.66411 R,ht TOS RIOS-ST S Shoulder Goes! 31](133116 Goomil 00 D.0 M 3003US Gesdal O-NS,QO� 24.0 18.0S 2109 33AM 5 -117.1ilm, 15S RIOS-ST S Er Good! u-chadi 311111 Cassial SB(CA) 18.0 -Its 3003478 Gotal 18.0 30.OS 2110 MA 9 .117 �t LOS RIOS ST -S Stimaskiler Good Vided Fear 301KIP179 Good � JC TS 0.0 0.0 IS 2111 30.3 R26S)(CAu 0i US 33.4gM2 - 7. 0 thight LOS RIOS ST S Slassuele, Godil Vidal Past 300MBI Fair RI-111hl 24 0 30.2S 33A991 1 1 24.0 S 2112 - 7. %3 Right 70S RIOS ST -Si Shoulthe Good "Rated 30INPRo Good S�IIPCA)_ 15.0 2113 d,... 3DOM83 Fair R49(CA) i8mo 30.0 S 786 -117.609 Los RIOS ST S Shout order voted Post 30034414 Good Viali 24.0 9.9 S 2114 33AS9978 A17.6631171 Los RIOS ST 51 Sari Goad thboad Post 3003485 Good RZ6(CA 1 .. L2.43 18.0 S 2115 33.WMG -117.61511 Los RIOS ST -S Shoulder Good 30034114,Good 0.0 Oil s 1 300 RIF-3. Me 12.0 SW 2116 ".50418 -117.41,114s" ILM RIM ST miqq Stararkd�ddoi 10:15fisanind 310!405 Geod �TCA) 18.0 ausuas Goorl R49HCA) I.L. MOM 2117 3 -1 5 L RIOS ST Settle Shootildihir Good ad Rest 301 GoW R?.IClqL____ 24 0 30`1-s S a Shoulder 211 3W3420 Good R2oCA) 12�0 1. 1 -1 iLOS RIQ Si 1.ShniWar Godal Vikeel Post 3003401 Gooll R26i 1290 1 2119 33 SLI9 -1 G.N ��§j M'T S Shoulder Goodl traded Past 301 Cifflicual �R� 12.0 1 s -1 1 l�d RIM T SI Is Shoulder Good %ohdod Post 3..... -In 11 S 33 Sol. -1 9 LOS RIOS ST S Shoulder Good! �Idrdrdl 3 -1 7 ILM RIOS ST Sauldshould., Good Utility Pd. 3 33.60 -1 61 UUM RIOS ST S--lan L.0 w L.0 w 211111 11 so- -1 a as S Vn I,w -used, -111di L.S PIGS T Single Shoulder Good UiCbadrdl 3003498 Good IRPIIIILA�i I Irtu MID w pp ��.Wxlrm -117.4,54,19 LOS RIOS S Sires Shoulder (Good! "haddral 30BU99 Good IWI�61- 18.0 36i S U 33-WX" -11 127 33.5113694 -117�vi LOS RIOS ST Smol.Shoulder Good Met 300350 Fair Ch'i 18.2 lamo S 21, 1 33v50369II-117fiei LOS RIOS ST Sin a Shoulder Gai �Ihsdnrsal 300MOI Good Rzua�) 12.0 1800 E as 2129 ...... Ld Fri-its.I a .U., cadet U-Channal 3OD35N Good CS-SJC-MTS 0.0 0.0 E 3001 Go Ad Fi 12.0 15.0 E N33�5 -7 -117.6657117 LOS RIM ST Snide Sodi Goes itteoc!Post 30035i Grand RISICA) 0.2 0.0 E IR 1 -117.1670513 MISSION Sad.Should., Goond IVdod Post 3003505 Goed IGEE 12m() ill..S 2113 33--71-7�-991 LOHO Searle Socialite, cadet sq. 30035416 Good! MQ�) 12mll 1&0 N _�201201 sooy I -:TTI 7 665 117 EMOST Ss,I,S.Ided, Goid Vikodel Post 3003508 Good R2815 !Zl) laml)E 2 35 33 7 7-M1 6 8 Oal)E 006 Pistilli ST Snel,Shouldi codal sq, 3003509 Goi OLD 13' 5 7 217�-�33 1.0 j .Si I"I'mos ST Sdi Shoulder Cited Vidal Feel 300MID cods 24rl) 3L0 3003SIl Good R;hhK-FL(Ll 2 .0 3600 E 23h. _A -117.665832 RALkIM ST S'no,Shoulde, coast Student 3003512 Good _2R 0.0 E 33.50ml -117.665850 Plant RAvOS ST Sidge,61nei Good INdad Post 3003513 Good R26K-FL(Mod)(CA) 24.2 36,11 E 33."25L7 ml!7vM3a7 Right RkI610S ST Sai Shoulder Good sq.. 3W3S14 Good 0.01 0.0 E 2140 33,50254 _I 17 66665 Right FlikiNICIS ST Swi�Wdtmr r3doel INdod Post 3003515 Gestalt R2-1G5j 24.0 30.OS - 30,33516 Good R2AFICAI (LD 13.0s 2141 17-602-471 -77-6N736 li-,ht-UMOS-ST Su,,,Ie ShoWder Godd! Fours 31D)i Good! D3 0.0- CLU E 2142 -93-%2 3003618 Good D3 0.0 0.0 9 -7- 24 It-30 0 N 165 17 M7013 PAS ADELANTO Seek,Sh.tildinr Good Square 3003sig Good R2-10.) 2143 -44.0UZUB4 -1-17,61 Riahl RAUACIS ST III [a Shoulder Good ft.Post 3005550 Good RM(GA) -0 0-O.D N 2144 wl!7�66615il Rohl FA�-�E�NTO S Shoulder otoodi traded post 30MV Fee MRCA) -OvD-0.0 hAirr 2145 33.51107,16 -117.6156362 Rhaht PASADEIGii Si Shoulder Good Round 301 Good M-16(CA) ova &0 tri 2146 33SM261) -l17.fxi Rale Pg-�E�NTO S Shoulder GoW 2147 33ASi miii- Vi'ded Pear, 3003�23 Good MICA) ILI) 000 liff" header Fart PM� 6AULO Si Shoulder Goost Viked Post 3OM24 Good! Puri 000 000 N 2148 33.498136 m1176655406 Petit FA9 7.EE, To S IaSh.uIdi Goodf Sidnal Pole 3003525 Good RN( 1 0.0 0.0 N 2149 33A98175 -11,66- ..ad, Good S'nal vast M35n Goul W -0.0-ova S S 21jGodd Ri"b (F0 (Low Appendix C1 Maintenance Zone 2 Sign Inventory Post ID Location Data Post Data Sign Inventory Post ID ludrude Lon tude Position Street Asset Type Ctuddeeh material Sem.to c.nd..n MUTCO Co. VthdM Heioht nech- 41 33.480752 .117.556103 RWht DELOBISPO Sinnie Shoulder Good Round 3000047 F.,7 DI 0.0 ODS 42 33 48OUG .117685100 RVId DEL OBISPO SiNeShoulder Good U'lap.l. 3000048 Gone 30.0 30.OS 3000 9 Fee 0A 0.0 S CI 33.481271 -117,685067 Right OELOBJSPO Settle Shouhler Gocol Uq1d Pttl, 30000M 24aD 3BO S 33.40175E -1 17.6849U I;-'- n.. 1.1- Good Stmal Mast 3000051 D3-1a Lo 000 S 4S _L3.401880 -117 684874 Center BLUE FIN shale SWuw., Good U-Chttn.3 3000052 Good R4�7 100 24.0 W 3000053 Gwd OM1-1 18.0 18.0 w 46 31,181846 .1 17ES38,11 R,ht BLUE FIN !Engle Sluoulder Good Round 31100054 Good 03 DO .,a N 3000055� D3 0. OX w 47 33AMB525 -117.683919R.hl PLUM Sinale,Shoulder Good U-Ch.nn.1 3000056 Good RI-I 3(hO 3060 N 48 33ANa57 �1 17.684083 Right jARDIN Single Shoulder Good sq... 30DO057 Good W.NS-SJC.NATS 0.0 Do E 49 33481020 .117 694520 MIld PINTO �Llh Good Round 30000N Gone _03 0.0 060 SE 1 3000059 Good 03 0.0 0.0 Sw SO 33ASIM2 mll7m6U783 Redd PINTO Shnol,Sthould,ir Goodf Unt Pakr 30NO60 G-1 1ALMSsic�BNE,15, 1 0.0 Dal)N 51 33 4311217 117 611=9 Right LENITA Smote Should., Good Round 30OGN,Goded D� 0.0 0.0 NW 3000062 GooKI D3 0.0 0.0 RE 52 33 479861 117 682952 Right LENITA Single Shetudder Good S'... 3000063 Fee �S-SX-SEMPA 30.0 3G.0 NE 3000064 GoKel Wl�l 15 18.0 1&0 ME 0 33A7896� �l 17B79265 Retht jARDIN Single Shoulder Good a,, 3000065 0101-1 18 0 18.0 w 54 33.47a995 .117.579249 Rght ARDIN SinB.Shculd.r Good S .. 3000066 Go� W1,5L ISaO 36.0 W 3000057 Good O-M-11 1&0 18.0 w 55 33A79()2j ail7m679236 Right JARDIN Sinale Shoulder Good Suu. 3000068 01,11-1 1&0 18.0 Sw 56 33,4"038 -117,679224 Plant jARDIN Se,,I.Shautd., Dow So., 3000069 Omimi l&D 18.0 Sw 57 33479083 -117 679266 Right AUPAZ Sin,le Should., GooW Round! W00070 Goodl D3 0.0 0.0 NIN 3NO071 Fair Do tho Sw so .13,482616 ;L17,677835 R,ht ALIPAZ Sir,l,Should,, Good S u.. 3000072� 01,11-1 18.0 ISBS 59 33.4U629 .117.6"862 Right ALIPAZ SLyle Shoulder Good S uam 3000073 Good 18.0 36S S 3000074 Good! 0M1-1 1&0 1a.0 S 314112641 -117.6"885 Right ALIPAZ Sinxe SW,ld,, Gund 3000L7.5 Good! OMI-I IF0 18.59- 61 33AUSS2 .117.6nV2 R,ht AUPAZ Single Shoulder G=1 S 3000076 Good GIVII-1 18.0 111.0s 62 33AINS81 -117.678069 R,,ht MARINER Sin,le h.uldo,_G.d U-Clenum 30000n Good 00 0 0 BE 3000078 Good M4.11 do 0!0 BE 63 33 4U721 .117678222 RjId MRINER DR Sin�Good Round 3000079 Good D3 0.0 Bos 30000130 Good D3 0.0 0.0 e �4 33,43=1 .117.67"10 RtM MARINER Single,Stel he Polls 30HO81 Goex! R� 24.0 3000 E 65 33 482MI -117675937 Right MARINER DR Single SthoulkMr Good! Round 3000082 Good_D3 0.0 0.0 s 3000083 Good D3 0.0 0.0 E 33AW20 .117.679652 Right MARINER DR Sdr,w Sleould., Good PLUMPole 3000084 Good -R-NS-SJC NW 24.0 30.0 E 66 3000085 Good fffb-8GA)_ 0.0 0.0 E 3000086 Good D3 (Lo 0.0 E 67 33.482719 -117S79663 Right "RINERDR Single Shoulder Good Round 3000087 Good _ D3 0.0 0.0 3000088 G..d D3 DO 0.0 E IS 33482709 -1 17XB04N Right MARINER DR SIn,1.Sbmukx, Good Round 3000089 Good 03 0.0 0.0S 300...Good D3 0.0 D.0 E 69 33 4USIB .117 680983 Pettit MARINER DR Sin'le Sthoult. Good! U-Channed 30MOBI= F*Dq(q6tL_,:��j 0.01 D.01E 3000992 Good D3 1 0.01 0.01E 70 33402605 .117 681225 Right WRINER DR Single Shoukler Good Round 3000093 Good D3 0.0 0. 3000094 Good D3 (Lo 0.0 S 71 33 452606 .117 6112(132 Right WRINER DR Single ShomAder Good R"Ped 3000095 Good Do 0.0 0.05 3000095 Good D3 0.0 410 E 72 33 41325218 117652529 Fdjht MARINER OR �Chmurhhl 3000 11 0.011 0.0 3000098 Good 03 ME AppendiR C7 Maintenance Zone 2 Sign Inventory Post ID Location Data Post Data Sign Inventory Post 10 LeOWde Lon dude Po.Non Street Asset Type Condo.. Mid ..I Si nID Condition MUTCD Cade I WtlM I Hei M Fa¢DieMbn 73 334826M -117.682030 Right MARINER DR Single Shoulder Good Round 3000099 Good D3 0.0 0.0 E 3000100 Good D3 OA 00 E 74 33482562 -117.683534 Right MARINER DR Sin le Shoultler Good Round 3000101 Good D3 0.0 0.0 SE 3000102 Good D3 0.0 0.0 NE 75 33.482124 -117.603005 R M1re t PLUM" Single Shoulder Good LLChannal 3000103 Fair 721= 30.0 30.0 N 3000104 Good R30EV 0.0 0.0 N 26 33.482401 -117.683502 Right PLUMP, Single Shoulder Good Light P0le 3000106 Fair R-NS-SJC-NW 24.0 30.0 SW 3000105 Good R30 fiST_ 0.0 0.0 SW " 33.402492 -11].6828]8 Right MARINER OR Single Shoulder Good Round 3000107 CdSal 03 0.0 0.0 N 3000108 Good D3 0.0 0.0 W 78 33 482478 -117.682118 Right MARINER OR SingleShoulder Good Round 3000109 Cnixal D3 00 0.0 NW 3000110 Good D3 0.0 0.0 W 79 33482460 -11].6013]0 Right MARINER OR Single Shoulder Good Light Pole 3000111 Good almi 0.0 0S W 3000112 Good DO 0.0 0.0 W 80 33AG2461 -117.681348 Right MARINERUR Smile Shoulder Good Round 3000113 Good D3 0.0 0.0 N 3000114 Good D3 00 0.0 W 81 33,462540 -117.650587 Right MARINER DR Single SM Mer Good Light Pole 3600115 Good R-NS-SJCi 24.0 30.0 W 82 33482551 -11].680539 Right MARINER DR Single Shoulder Good Round 3000116 Fee D3 0.0 00 N 3000117 Feu 03 0.0 0.0 W 83 33.4825]2 -11].880008Right MARINER DR Sinle Shoulder Good U-Chinnel 3600118 Good R300CA 0.0 0.0W 3000118 Good 133 0.0 0.0 W 54 33.482572 -11].6]9]]4 R" M MARINER DR Sink Shoulder Good Round 3000120 Good 03 0.0 0.0 N 3000121 Goo! W 0.0 0.0 W B5 _33A82574 -11].6]0983 Right MARINER DR _Sin Ia SMugx Good Round! 3000122 Good D3 0.0 0.0 N 3000123 Gm1 03 0.0 0.0 W 33,402552 41].6]8111 Right MARINER DR Sink Sloulder Good Round 3000124 Good D3 0.0 0.0 NE efi 3000125 Good 03 0.0 0.0 NW 3000126 Cti8cal - BCA - 0.0 0.0 NW 3000127 Fau M4E 0.0 0.0 NW 07 1 33.482592 -11].6]]83]Main ALIPAZ Snide Shoulder Good S Uere 3000128 Good OM41 18.0 18.0 NW 88 33AB2569 -11].6"843 R hl ALIPAZ Sun le Shoulder Good Square 3000129 Good 01,11-1 184 18.0 NW 89 33.482549 -11].6"050 Rgun ALIPAZ Sk le Shoulder Good S uare 3000130 Good OM1-3 18.0 18.0 NW 9O 33.482527 -11].6"884 Right ALIPAZ Single Shoulder Good 5 uare 3000131 Good WI-6 36.0 18.0 NW 3000132 Good OM1-t 104 10.0 NW 91 33.482503 -11].6"8]5 Redd ALIPAZ Single Shauldet Good S uare 3000133 Good! OM1-1 18.0 18.0 NW 92 32429537 -11].8]8867 Lea ALIPAZ Single Shoulder Good Light Pole 3000134 Good OM4-1 18.0 18.0 NE 3000135 Good RMSSJOOVR. . 10.0 24.0 SW 93 33.480154 -11].679555 Right MAYOR Single SM1oultler Goad Light Pole 3000138 Good VVLMIY JC-CAP -- 24.0 9.0S 90 33.481169 -117.681931 Right SOLIS Single Shoulder Good Round 3000137 Gootl 03 0.0 0.0 S 3000130 Good 03 0.0 0.0 SW 95 33.481280 -11].6]9591 Right SOLIS - Single Shoulder Good Round 3000138 Good W 0.0 0.0 W 3000140 Good D3 0.0 0.0 N 96 33.09384 -117680092 Right JARDIN Single ShouMer Goad Square 3000141 Gmd YF 533=BMP150.0 0.0 E 97 33.479557 -11].6805638 hl JARDIN Sln le SM1ouker Good Light Pole 3000142 Good! D3 0.0 0.0 SW 3000143 Good D3 0.0 0.0 SE 90 1 33.479727ml t MOLINOS Sun le Shoulder Good 0.Channel 3000144 Good MMUC5NATS . 0.0 D4 S 99 33 479B47 , JARDIN Single Shoulder Good Round 3000145 Good D3 0.0 0.0 SW 3000148 Good D3 0.0 0.0 SE 100 33.480121t JARDIN Sin Ie Shoultler Good Round 3000147 Good D3 0.0 0.0 SE 3000148 Gootl D3 OS 0.0 SW 101 33.480451M1t JARDIN Sinak Shoulder Good Round 3000149 Good 03 O.0 0.0 SE 3000150 Few D3 1 0.01 0.0 SW Appendix C1 Maintenance Zone 2 Sign Inventory Post ID Location Data Post Data Sign Inventory Palo NO loildidde._122ithal. Passon Stare, a andifign red kig 1.0 Condooll lAUTCQ Code .L=LTXP. L.. .iLa.W iiii Viliffin I Heard I Powder Deaction 102 33ABOU9 �IVJ682949 Right BIANCO Simile Shoulder Good Square 3000151 Dead Do US 1 1.3 330480735 .117.6133730 earn JARDIN Single Meoulder Good Round N00152 Good! D3 0.0 0+0 SE 3000153 Gai 03 060 Ila Sw r. - 104 33481727 �l 17 603617 Right PLUIN, fea,le Shoulder Fair Udchannel 300019 RLOEGAJ__ Do 0+0S 3.00155 G�M4-11 0.0 oas 105 33ASIS17 -117.683617 Right PILUW Shield Shoulder ad 3000199 r.. WI-1 Sea 301 106 33181958 1176836H Right KKFUNER Sloes,Slaid.c., Godal Round 3000157 Gaidel D3 010 0.11 S 3JO00158 Good, D3 Co 0.0 ar 107 33AVOU mllirm(584844 Right BLUE FIN Single,ShoOder Good 3000159�Hildril. 18A 30.0 E 33.482090 -117.684099 Right DELOBISPO ShoglaSh ulder Good Serial Meet 3000150 Gemeal 03+1a 0.0 0.0 SE 108 3000161 Gand R9-3a 0.0 0.0 N 3 066162 Good 1000 R9-3b 0+0 ad W-I 109 33AINtSill -117X5,4651 FRIM DELOBISPO Senate Shoulder Good Square 3000153 Good G.51)(C�) 18.0 �,Ia SW 00 110 33.48312E "11766844114 Paid DELOBISPO Shade Shoulder Gone Ijahn Pohe 300011M Good R46=1 Iliro 18.0 a III 33ASM29 A 17 6842M Righl DEL OBISPO Sinal,Sharl,ii, Good Lent PoM 300oi6s Gkod FarIMS) 24a Sao S 112 33,4114361 �!17 664091 Rod DELOBISPO -SingleShoulder Good I.adht Pow 30001"Geed M�2- 30.0 30.OS 113 33,485361 �l 17 683691 2SLt_DEL OBISPO Sande Sherhad, Good Light Role 3000167 F.-4 R2-I(SSUS) Goo 0+0 Sw 114 33.435921 wilor 683275 RRIM DELOBISP Sia,1,Should- Good Round 30OG168 Good G950(CA) 18.0 24,11 SW i's 33 485926 117 683233 Right DEL OWVRPO ST Sin,la Shoulder Good Round 3000169 Good D3 0.0 0+0 RAN 3000170 Good D3 ..a 0.0 Ear 116 33485926 117 883012 Right PEDREG,%L Single SlIouldra, Good �Chahrufll 3000171 Ur=�� 24.0 30.0 W 3000172 Dead R-NS-SJC-NW zu-18.0 Vw- 117 33485907 117 BB2935 Fight PECIREG)ML Sinhr Steel Good lJgM Peter 3DO0173 G000l R30BLCAI 0+0 CIA W 3MI74 Gol R��SJC-CVR 18J) 2410 W 110 33 4851134 .117 682M faster PIEDREGAL Shri Shoulder Good "Imannal 300017S Good R308(CA) DA 0.0 w M0.176 Good R-NSwSJC-N. 24.0 30.0 W 119 33 485767 .117 682301 Rii PECREOPIL SingleShoulder Fa[r Round 3000177 Good D3 0.0 om N I 1 1 3000178 Good D� 0.0 0.0 w 120 33.48549a AVA6823910 Mehl PUENTE Sierra,Shoulder Good �Chahral 30001 9 air R OB CA 11�13 0.0 NE 121 33.485554 A 17F682961 RMA PUENTE Single Shoulder Good Light Par, 3000180 Gone R3DB(CA) an 0.0 E 122 33.4853" -117,683229 Italian TESORO SonalaShoodder Good UwChannal 3000181 Gone R30B(CA) 060 000 NE 123 33ASSING9 =1 l7m68MO7 Riat TESORO SinWaSlaoukar Good �lahnnel 3000182 G. R30B(CAI lima 0.0 RE 124 33.484folas -117S83538 Rod TESORO Sinner Shoulder Good Light Pole 3000183 Good R30GICA1 0.0 N 125 334840117 mll7m683586 RIM TESORO Stadia Slaruider Dead Ljohl Pole 3000184 Good R30B(CA) O.D 0.0 N 126 33A83863 wi 17A83269 Read TESORO Single Shoulder Dead UmChannel __L000185 Good R30B(CA) 0.0 0.0 w 127 33 4838,44 .117 681875 Right REY Shirai.Shoulder Good Light Pole 3000186 Good R2-1(25) 24.0 30.0 W 3000137 Good R30B(CA) 0.0 0.0 IN aided REY Slinie Should., Good Liqht Pole 30001as Good Rm(c,,) oa do w 129 3364SH35 -117.61113507 Right REY Shad.Shoulder Called! Learn Pole 300019i 3�R30BfCAj 0.0 0.0 w 130 33.483852 ml!7d67S974 hold REY Shrink 22u!�. Dead Light Point, 300,0190 cared R2-1c51 24.0 30.0 W 131 33.484612 -117.61,66n RVM DEL REY dingm mu,;f Fee Round 3000191 GRal _ D� 0A 0.0 NW 3000192 Dead D� 0.0 0.0 Sw 132 33AWBI -117+6763711ftht ILDRAWC) Sain,Shoulder Good J�Clehnnal 3000193 Good Om� lea 18'.w 133 33,484478 -117.B78347 Realat LORoD0 ShirleShoulder Good tu�cfiwirida,l 3000194 Career ON14wl 18.0 1860 w 134 33404514 "117.676324 R lit LORADO 1 Single Shod[ or Good rq..-r. -3000195==�Ns�oq -�,a 3260 w 3000196 Good! Om�3 Is 0 Mow las 33+414791 "117.676"0 R lit AMO Sin,I,Sh,uW,, Good Win Poll, 3000197 Dead R.NSwSJC-NW 24.0 3060 SE 136 31485258 -1117.675725 R In DEL ArWO Single Shoulder Gooll idMPDM 3000198 Goded D3 0.0 OAS 3000190 Gaadol F3- li�o 0+0 w L� 137 33,4M%5 .117.675680 R ME ael. shaffieshoulaker Good! Reaund 300K)206�0�-- W.0 30+0S 138 33.486792 �117J&75039 R III DELAMO Sale,Slanned. coeid 197M- 3-000201 Dead 03 0.0 add E 3000202 Good D3 0.0 0+0 N Appendix C1 Maintenance Zone 2 Sign Inventory Post ID Location Data Post Data Sign Inventory POM 10 Laui Lon itutle I Pachon I Snout AssetCondNon I Malenal Sion ID Cowwn MUTCD Calle Wdh Ne' hl Faae Duadon 33.481 -11].6]9569 Rghl CABRILLO Sinb Shudder Good U-Channel 3005549 Gootl R30B CA - 12.0 18.0 W 139 3000203 Good R]OB CA- 0.0 0.0 E 3000204 GoutRSNSSJGZONE:Y 12.0 411.4 E 33.487008 -117.679639 Right CABRILLO SIn le Shoulder Good Wood Pact 3000205 Good_ RIA 30.0 30.0 S 140 3000206 Good -R309 CA) _ 0.0 0.0 S 3000207 Fair 04{ 0.0 0.0 S 3000208 Fair R+NSSJCZONEY 120 10.05 141 33.487049 -11].6]8869 Right DESCANSO Sinle Shoulder Goad U-CMnnel W00200 Good_R30B(CA) _ 0A 0.0 N 3000210 Good M4-11 - 0.0 0.0 N 142 33.487013 -117.679862 Right DESCANSO Sin le Shduder Good U-Chanel 3000211 Good W-NSSJGSBMPIS. 0.0 0.0 N 33486733 -117.WBB48Right DESCANSO Sinle Should., Good right Pole 3000212 Good R2-1L5) 24.0 30.ON 143 _ _ 3000213 CnOral R30B(CA)_ __._ 0.0 0.0 N 3000214 CnBrel R-NSSJGNW 24.0 30.0 E 144 33486671 -117.679650 Right CABRILLO Si IB Shoude, Good U-Chador 3000215 Good R]OB(OA) 0.0 0.0 W 3000216 Fair R-NSSJCSONE Y 120 18.0 W 145 MASSIMO -117.678982 Right CABRILLO Single Shoulder Good UOharrad 300027 Good 0.308 CA) - _ 0.0 0.0 W 3000218 Good M4-6 - 0.0 0.0 W 146 33.4865412 -117.675831 Right OELAMO Single Shoulder Good ht Pole 3000218 Goad R2-125 24.0 30.0 NW 147 33488123 A17.675837Right DELAMO SIn le Shudder Good Rauh 3000220 Good 03 _ _ _ 0.0 ODE 3000221 Goad 03 0.0 0.0 N 33,488098 -117.678987 R t MARIPOBA SinbShauder Good U-0hannel 3000222 Good] R30F(CA_ 0.0 DOE 148 30OD223 Gaud - M4-11 0.0 0.0 E 3000224 Gaud R-NS SJC-ZONEY 120 18.0 E 149 33486107 -117.678467 Right MARIPOSA Sin la Shouder Good Light Pole 3000225 Good R30B CAJ __ 0.0 D.0 E 3000226 Good R-NSSJCZONEY 12m 18.0 E 31486152 -17.679700 Right DESCMMO Sin Ie SMulder Fal, 3005548 Good R30B LAj _ 120 18.0 593 50 3D000M Goon W-NSSJCSBMPIS 0.0 0.0 E 3000E6 C-11 R30F(CAj 0.0 0.0 E 300o229 Cli4ral R.NSSJC-ZONEY 120 18.0 S 33.486617 -117.6797M Right DESCANSO 717le Shoulder GOOd Round 3000230 Good! D3 0.0 O.O W 151 3000231 Gaal Da - - - - 0.o O.0 s 3000232 Gaal R DE cA 0.0 0.0 5 152 33AMM -117.678072 Right DESCANSO S ShoWtler Good U-C'no, 30W233 Fair %JCSBMPtS 0.0 D.0 N 153 33AND73 -117.939853 Found DESCANSO Surah,Shoultler Goad Light Pole 3000234 Geotl R-NS-SJC-NW 24.0 304 N 33.4115893 -117.678374 Right MARIPOSA Singh,Shouder Goatl U Chanwl 3000235 Good R30F CA) -- 0.0 0.0 W 154 3000236 Fair M4E 0.0 0.0 w- 3000237 FW f4 SSJC ON EY 120 1B.O W 155 33.415995 -117.678105 Right MARIPOSA Single GMuder Good Round 3000238 Good 03 0.0 OA N 3000239 Cml 03 0.0 oA W 156 33495987 -17.678291 Right MARIPOSA SinbShaldeT Good EROund 3000240 Good 03 0.0 0.0 W 3000241 Good 03 0.0 0.0 N 157 33.485112 -117.678229 ' hl DEL REY Slnle ShOuda Good ]000242 Goal D3 0.0 OA NE 3000248 Gootl 03 0.0 0.0 SE 158 33.485291 -17.8]8710 R ht ROMEPD Sin Ie Shoudar Goo0 300931/ClBol R-NSSJGNW 31.0 30.0 E 159 3348/253 -11].6.4258 ht OEL REY SIn Ie ShoWtler Gootl BOOD245 Gootl R 24.0 30.0 N 3000246 Godtl R-NSSJCJhV 24A 30A N 160 33485084 -117.87201 - hl OLIVERA BN d Slquder Gootl 3000247 Good D3 OA 0.0 W 3000248 Gootl 03 0.0 0.0 S 181 33.484430 -117.6793]R ht DEL REY Sin le Shoude, Goad 3000248 Gootl D3 0.0 0.0 SE ]000250 Gwtl D3 0000NE 152 33AW971 -11746780"R h1 DEL REY Sln bShouder Gootl 3000251 Good 53 0.0 0.0S 3000252 Good D3 0.0 0.0 E Appendix Cl Maintenance Zone 2 Sign Inventory Post ID Location Data Post Data Sign Inventory Post to Labbide Inn0ude PosNon Street A .l T,. Canadian Mabnal Sign to COMiMn MUTCD Cade I NAdth I Ile' ht F.-Diregion 163 33483976 -11].6]8023 Right DEL REY _Single Shoulder Good Round 3000253 GOM D30.0 0.0 0.0 S 3000254 Good D3 0.0 0,0 E 164 33AN459 -11).60136]Right DELLUCERO Sinle Shoulder Good Light Pate 3000255 DOW SUIR A 0.0 0.0E 165 33AWOO -it]aVON Right DELLUCERO Studio Shoulder Good ULMnnel 3000256 Gard NWCAJ 0.0 0.0 NE 33AM313 -117.681305 Right DELLUCERO _ SInle Situates, Good Rountl 300025]Good 03 _ 0.0 0.0 NW 166 3000258 Good US 3000259 Gmd 9 CA) 0.0 0.0 N 167 33494023 -11].601290 R M DELLUCERO Single Shoulder Fair U-Chanrelli .: 3000250 Good RBOB CA _- 0.0 0.0 N 168 33483984 -19.6818t]ent DEL REY Sinla Shoulder Good U-Chennel 3D00261 Good 303CA 00 ell tag 33483990 -1 P.802930RM DEL REY Sinls Shoulder Good Lht Pole 3000262 GOW R30B CA 0.0 0.0E 170 33483999 -11].602825Right DEL REY Sin Ie Shoulder Good Round 3DD0263 Goo. DJ _ 0.0 O.OS 30D0064 Good D3 0.0 00 E 171 33.451023 -117.682058 resist MIRAFLORES Sin bSMJder Good U hennN 3000265 Cnhal MOB DA 0.0 DO SE 172 33,484301 -117,682854 Right MIRAFLORES Single SMUKer Good RPUM 3000266 Good D3 0.0 0.0 W 3000267 Good IDS 0.0 0.0 B 173 33484335 -117.682443 Right MIRAFLORES Si,,[,Should,, Good Cold Pda 3000260 Good RMBOCAL 0.0 0.0 W 174 3348404 -11].682484 Right MIRAFLORES Single Shoulder Cnfiral IYCMnO J.=-Y' 3000268 Gmd _R80BILCA). _ 0.0 0.0 NE 3000VO Fair M4-11 0.0 0.0 NE 175 33A84016 417.683027 radial MIRAFLORES Sies,Sha We, Gwtl ULNnItl 3000271 Good RBOB CA 0,0 0.0N V6 33.483883 -117.683088 sadist DEL REY Single SlouMer Gaol Light Pole 3002n Gaol R00s CA 0.0 0.0 NE 177 33.484001 -11].6033)5 Right DEL REY Single Shoulder Good Round 3000273 Good 03 _ 0.0 0.0 S 3000274 G-.d D3 0.0 0.0 E 178 33.485158 -117.633165 Right DELTESORO Sin Ie SlrouWer Gootl L ht Pole 3000275 Good RaOB CA 0.0 0.0 SW 33.485101 -117.582981 Right DEL TESORO Single Simulate- Gaol Rauh 3000276 Good 03 _ _ 0,0 0.0 RW 179 30002n Good D3 0.0 0.0 NW 3000278 Gkdi R30 CA e0 0.0 897 334853/15 -117.002622 Right IAFUENTE Si Ie Shoulder Good Round 3000279 Goon D3 _ 00 DO W 180 _ 3000200 Goad D3 - _ 0.0 0.0 N 3000281 Good R308(CAI 0,0 O.D W 181 3340/855 -11).68259]Right DELAMOR _ Single Seat Good U-Channel 30002U Gaatl R30B(CA) 0.0 0.0 SW 3000283 Gadd M4-11 0.0 0.0 SW 182 3348525/ A1].682465 Right DELAMOR Sinale Shoutiv Good U-Chemttl 3000254 Good R300 CA 0.0 0.0 S 183 33.4a5M3 -117.602385 RiM IAFUENTE Sin b Sbuber Good Light Pole 3000285 Good R30B CA 00 0.0 SW 184 33485494 -017.682141 R h1 LA FUENTE Single Shoulder Good U-Channel 30D0286 Good R3UB CF 0.0 0.0 SW 185 33AB5687 A1].652099fl ht LA FUENTE Sin Ie Shoukle, Good S ua 3000287 Good RIA 30.0 30.03 186 33.486026 .117.682910 Right PEDREGAL Sin is Shoulder Fair U-Cnennel; -. 3000288 Good R308(CA) 0.0 0.0 E 19 33AMON -117.683059 R" M PEOREGAL Single Shoulder Good Square 30D0289 Gad Rt-t 3D.0 30.0 SE 188 33.486161 -11].683085 Right DELOBISPO S"].Shoulden Good Light Pole 3000290 Gadd _ M-330.0 30.0 S ]000291 Gad SW26 CA' 0.0 00 5 180 33,487008 -11],68252]Right DEL OalSPO Shoals Sloulder Goad 8 MI Pole 3000293 Gaal RI 3A 0.0 0.0 SW tol 33.487041 -117.60189 Right DELAVION Single Should. Good Rauh 3000294 Good D3_ _ 0.0 00 N 3000295 Good D3 0.0 0.0 W 33.49029 .117.681203 Right DEL WON SI le Should., Dead Light Pole 3000296 Good__R2-140 24.0 30.097 192 3000297 Good R34 _ 3D.0 30.0 W 3000298 Fee me-11 0.0 0.0 W 163 3348849_ -117681091_ Right PARK AVE _ _ Si Shwiler G_ao0 ROOM __ 3000299 Gold D3 _ _ 0.0 (Las _ 3000300 CUM D3 0.0 0.0 E 209 3348859 -11].601633 Right PARK AVE Si'le Shoulder Good Rauh 3000322 Gaal DJ _ _ 0,0 GAS 3000329 Gadd t)3 0.0 0.0 E 210 3349028 -117.681697 RaM1t PARKSIOE Single Shoulder Gaotl WChennal300032IGoad 111-10- 30,0 30.05 211 33AN980 "I l7aSS1580 Right PARKSIOE ain't,Shoula., Dead U-CM1anntl 1 3000325 Gaol vlhs 5JC-NATS- 0.0 0.0 NW Appendix C1 Maintenance Zone 2 Sign Inventory Post ID Location Data Post Data Sign Inventory Post 10 tabMde _Lggiid.d. Position Steel AssetTvas I Condition Material5 nID COMilan MUTCD Code WtlN H...ht Fed,DirecSon 212 33457U -117.601062 Right DELAVION Single Slwulder Gootl LVhtPde MD0326 GoodR3.1 30.0 30.0 W 300032)GaW Rbt SSI as 0.0 W 213 ]]407016 -11].681033 Right DELAVION _Single SMultler Good Round 3000328 Good D3 - _ 0.0 0.0 N 3000329 Good 03 0.0 0.0 W 214 3948]0]8 -01].88020]R' M DELAVION Sin Ie Shoulder Good 6 aero 3000330 Good N3-3 - 30.0 30.0 W 3348]0]0 -11].8]9967 Right DELAVION Single Sioulder Good Round 3000331 Send D30.0 0.0 N 00 215 30392 Good 03 oA 0.0 W 3000333 Good R34 30.0 30.0 W 216 39.98)085 -11].6]9568R hl DELAVION Single Shoulder Gootl L hl Pok 3000335 Good_ 51-1 30.0 30.003 3000335 Good 59-3%ING 0.0 W 317 3348)0]9 -117.573650 Right DELAVION Bin Is Shoulder Good Light Pole 3000336 Gootl RJ-0 30.0 J01 O.OW 33.48)0)] -i-717 67-7996 Right DELAVION Good ._Signal Most 3000337 Good RIR42 0.0 0.003 218 3000338 Goad R34 _,_ _ 30.0 30S W 3000339 Good 03 _ 0.0 0.0 W 3000340 Gootl R10Jb 0.0 0.0 W 219 3]487080 -117.6]]955 Right DELAVION Sin a Shoulder Good S uam 3000341 Good W-1 0.0 9.0 W 220 3348]055 -19,875153 Right DEL AVIDN Single SMulder Good Lin Pole 3000342 GOW q2A 4p-.3- 240 30.003 221 3340]03_2 -11)6]5909 Right DELAVION Sinole Bhoulde_r GOM Rountl 3000343 Good W 0.0 O.OW 3000344 G. 03 OA 0.0 N 222 33.406987 -I l].6]426]a M DELAVION Single Shoulder Good L ht Pole 3000396 iev ]6.0 36.0 W 2]3 334869]1 -11].6]2948 ht DELAVION Single Shoulder Go otl U-Channel 3000346 Goal ILYeL: 30.0 30003 33486056 -11],6]2859 Right AMPAZ Single Slweker Good - Jet Pat. 3000347 Camd N S-SJC-NATS 0.0 0.0 N 224 - _ 3000346 Good R30B{CA) _ 0.0 0.0 N 3000US Gootl 0NSSJC-PETWASTE 9.0 0.0N 225 33.988501 A1],673069 Right ALIPA SingleShods er Good U-Chiri 3000350 Good R2-0 30 24.0 30,0 NE 226 33.488334 -11],073295 Right AUPA2 theaterSMUMer Good B uem 3000351 Critical R-NS-OSt tea 24.0 S 33.485807 -11].6]3834 Right ALIPA SI IB Shoulder Good Light Pole 3000352 Good W31A(CA)____ OA 0.0 NE 221 3000353 God R3oR�C1 _ OA 0.0 NE 3000354 Gw'd O-NS$GPETWASTE OA 0.0 NE 228 334854]6 -11].674621 Right AUPA Saudis,SMUMer Good Square 3000355 Gw'tl R301RCA) OA 0.0 NE ]29 33,485159 -11].8]5155 Plant AOPA Senate SMulder Good B .aro 3000356 Geai R30R CA OA 0,0 NE 230 33.484981 -11).6)5421 Right ALIPA SIn le SMUMer Good U-0Nnnel 3000357 ewM OM4-3 18.0 18.0 NE 231 ]348493] -11].8]5401 Right AL1W SIn le Shoulder Good UChannel 3000358 Cadet CM4-1 18.0 10.0 NE 33ANS07 -11].6]53/]Right ALIP6 _ __ Sink SMulder Good Square 3000359 Good W31(CA) 0A 0.0 N 232 3000360 Good SR22-1(CA) . _ 12O 18.0 NE ]000]61 Good R-NSL53 24.a 24.0 NE 233 33ANNI -117.675382 Right ALIPAZ Singb 5Mri1H G000 sq. 3000382 Good! C2LA 18.0 18.0 N 3000363 Good Smo CA 0.0 0.0 N 234 33404845 -11].6]5345 Right ALIPA SNIB SMWn Good U-0henml 30003M Good OM4-3 18.0 10.0N 235 33.485160 -117.674769 Right AL1W glass,Should, Goal L M Pole 3000365 Good R30R CA 000 0,0 SW 236 33.4855M -117.874093 Right AUP A2 Sink Shoulder Good 5 uare 3000366 Good R3013CA 0.0 0.0 SW 237 39485909 -11]b]3455 Right ALIPI S1,,le ShOultler Good Round 3000367 Good R30B CA 0.0 DO SW 33.408001 -117.8]351)Center AUPA Single Shoulder Good U-C_h_annel 3000368 Gootl _ R4-7a_ _ 0.0 0.0 SW 238 _ 3000M9 Good R4-7 18.0 24.0 SW 3000370 Gw'1 OMt-1 18.0 18.0 SW 239 33A0631Z -11],6]3009 Right AUPM SI laShoWrler Good 36M371 Good! R309(CA) 0.0 0.0 SW Saudi, 240 ]1486868_ -11].6]2577 R ightALIPAZ Singb Shoulder Good Round 3000372 Good R1-1 _ _ _ 30.0 30.0 SW 3000373 Good Omim dA 184 24.0 SW 241 33.487054 -117.672515 ALIPA SIn le SMulder Good U-Chennel 3000375 Gootl OMLI 18.0 18.0 B 242 33487055 -1176]2403 PaintALIPAZ Single SMulder Good Uthannel 3000375 C 1 0m,7 US 184 S 243 3348]011 -11].6]2962 ALIPA2 gin Ie 9lwulaer Good Round 3000378 Goad 719 i8A 3DO W 244 3348]]98 -11].6]2154 ALIPAZ Bin IeBMUMer Good Round 300037]Gootl R30P,Cfil 0.0 0.0 5 Appendix C1 Maintenance Zone 2 Sign Inventory ;250 Location Data Post Data Sign Inventory La4W0e W IWde Position Somali AandT Canadian Melerel S' nID G.WWn MOTCOCWe WtlN Haled F.OYpCWn 33080212 -11.67£091 R' M ALIPAZ SinkSimi GoaE Light Pole 3000370 Good R2-. 24.0 30.05 3000]]8(SeaE WT _ 30.0 30.0 S 3000380 Goof R30 OA 0.0 5 33.489287 -1176]2113 Right ALIPAZ Sa le SMultler Good Lihl Pole 3000381 Good R000 0,0 O.o 5 33AB9749 -11].W2112RiM ALIPAZ Sin le Sl Wer Good Suer, 3000302 Good R2b 0.0 O.D6 33499817 will 6721n Right ALIPAZ Sinle Slwulder Good Lht Pole 3000383 Good W33:r�i' '". - 30.0 30.05 33A%T98_-11]671919 RqM_ALIPAZ Good S ral Mast ]000384 Good RIO-12 - - 0,0 0.0 S _ ]000385 Gand D]-2 _ _ _ 0.0 0.0 S 3000386 Goof _ R913a_ 0.0 0.0 N ]00030]Good RS-3b - 0.0 0.0 N 33A90733 -117.571951 Said ALIPAZ Single Shauldar Goad Rountl 30003118 Gone R26(CA) 0,0 0.0 S 251 33.491030 -117,571826 RyM ALIPAZ Se,a SMuldar Goad 41d Pale 30003BO Good R9-3e 0.0 0.0 S 3000390 Good R9.tb 0.0 0.0 S 252 33.492073 -117.67097]R nt .4[117.47 Single SMUHar Good _ Round 30%391 Gootl D3 _ -- 0.0 0.0 SW 3000392 Good 03 0.0 0.0 w 253 33.492080 -117.670594 Real ALIPAZ Sin Ie SMultler Good 5 ua 3000393 Good W 4(26). -HATS DO 10 NI 254 33 091081 -117.67%56 R hl ROI-AN Sin le SMultler Good Sue 3000984 Good R2]25 . 24.0 MO NW 255 33.491%1 -117,669609 Riht ROIANDO Sln le Shoulder Good UntilPole 3000385 Fwd R}125 24.0 30.0 SE 256 33.492191 -11.670840 Right RGLANDD Sam.SMWder Good Sauna 3000398 Fair Kim ]DO 30.0 SE 257 33492%B -117.670564 R hl ALIPAZ Simla Shoulder Good Round 3000397 Goa R30B GA - 0.0 0.0 SW 250 33493112 -11].6]00]4R M. .4[117.47 Single Shoulder Good -,Id Paw 3000398 Good SUB(C N.0 30.O SW 3000309 Gw'N R300(CA). 0.0 0.0 SW 259 3349]500 -117.669642 R' M ALIPAZ Simla Shoulder Good ht Paw 3000400 Gwd R300 CA 0.0 0.0 SW 33.49]9% -117.86906fi Right .4[117.47 Single Shoulder, Good Rountl 3000401 Dead D3 _ 0,0 0.0 NW 260 3000402 Goad DJ 0.0 0.0 SW 3000403 Good R-N3-SJC-NW 24.0 30.0 NW 261 334%227 -117.869050 ht ALIPAZ Simla Shoulder GDne " ht Pole 3000404 Good R3GB CA 0.0 0.0 SW 263 33,194902 -11.667000 Plant ALIPAZ SIn Ie SMUNer Genial ht Pule 30%405 ClW R900 CA 0.0 0.0 SW 264 3349603 A1.667549 Rahn ALIPAZ SimlaSlnuWer Goad nl Pole 30%WB Gane R301 CA 0.0 OASW 264 316%2B] -11].661124 M .4[117.47 51 SlpWder Good! 3o0D107 Good! R}17. 0.0 LOS ]000100 Geed 144{ 0.0 0.0 S 265 3].4%329 -11].067175 ht ALIPAZ SI Ie SMUMer Good Round 3000409 Gwd 73 0.0 0.0 W 3000410 Gootl 03 0.0 0.0 S 33.496873 -117.687053 Right ALIPAZ Wall.SMuWer Good " htP a 3000411 Good _WJ-3 30.0 304 SW 266 3000412 Good RT9b - 0.0 0.0 S ]000413 Good MCA 120 10.0 S 267 33A97028 -117.6%869 R' M Al IPA2 Sin le SMWder Good S uert 3000414 Gwtl Rao CA 12.0 led 5 260 33.497108 A17.6%B27 Rihl ALIPAZ Simon SMWder Gone Square 3000115 Gaal GS-1 CA o.o D.0 S 269 33.497560 -117.566982--h- Al IPAZ Sin bSMulder Good 5 uere 3000416 Gwd R30B CA 0.0 do HE 33A07137 -117.667151 Right ALIPAZ Simla Sander Good Licht Pale 3000417 Gootl_ R2-1(407 _. 24.0 30.0 N 270 _ 3000410 Good _W11-2 _ 412.0 30.0 N 9000419 Goad R308 CA 0.0 N 33,196657 -117.667304 R ht AOPAZ 51 eShouder Good S'... 3005572 Good _ R7-5a 184 N 371 3000420 Gaud _ Ra CAI _ 10.0 N 3000421 Good G]Yl CA DO N 273 33.496201 -11.6676%R M .4[117.47 Sin Ie SMuldtt Gond bt Paid 3000424 Good R309 CP 00 N 274 33.495960 -117.667752 R' ht ALIPAZ Single Shoulder Good S uere 3000425 Gone R30B CA_ - O.D NE ]000426 Gootl R7-100 1B0 NE 275 33495593 -117.667907 R' ht ALIPAZ Sin le Shoulder Gootl 5 uere 3000427 Gwd R7-100 18.0 NE 27. ]]ABN80 -117667999 R hl .4[117.47 SIn le SlmWer Gootl Liht Pale 30%128 Gwd R300 CA 0.0 HE 277 33A94943 -It]666462 R hl .11 Sin le SMuber Good S nem 300049(iwd MOB CA 0.0 0.0 HE 278 33 MM2 -117668925 Rohl IALIPAZ Sin LjtM der Good S uere 30004]0 Gwd R300 CA 0.0 0.0 HE Appendix C1 Maintenance Zone 2 Sign Inventory Post ID Location Data Post Data Sign Inventory Post I0 LPfiWde Lon itWO Position Se Asset Type Conditi0n Matedd p n10 c.maien MUTCD Code WtlM Me ht Fm Dheceon 279 33.493%6 -11].669558 - t ALIPAZ SingleSt Good L' tPde 3000431 Good R308(CA) 0.0 O.O WE 280 39493610 -11].669934 Reld ALIPAZ SIne,SMWtler Gaatl Light Pale 300.32 Good R30BCA 0.0 OA WE 281 33.493309 -11].6)0269 Rght ALIPA2 _ _ Single Shoulder Gaatl L' htPole 3000433 Good W4-2R-, __ _ 36.0 384 NE 3000434 Good R30B CA 0.0 0. 0 WE 282 ]].492662 -117 670947 " M ALIPAZ _Sin le Shudder Good LyMPole 3000435 Good R2-I(4� 24.0 30.0 WE 3000436 Good R308(CA) 0.0 0.0 WE 263 33,492IL4 -11].6]139 e ht Al IPAZ Single SM1wlder Good! Round! ]00043]GOoa WJ-3 30.0 30.0 WE 33.481803 -11].8]1800 R" ht ALIPAZ SIn le Shoulder Good 3000438 Good Rea. 24.0 24.0 WE 284 300039 GOoa R30B CA)_._, 0.0 0.0 NE 3000440 Good RBIA CA 0.0 0.0 WE 295 33491326 -117,6]1058 Right AOPAZ _ SIn Ie Shoultler usto 3000441 Good R37R 30.0 30.0 WE 3000442 Fuir Rd,. 24.0 24.0 WE 286 33_.481082 -11].8]2079 Right AUPAZSingle StgdEtl GaW L M1I pd. I 3000443 Good R93a0.0 0.0 SE 3000444 Goad R9-3b 0A O.o SE 33490860 -117.6721]6 R ht ALIPAZ Good S end Meet 3000445 Gootl R10-12 0.0 0.0 NE _ 3000448 Gaatl 03-2 _ 0.0 0.0 WE 287 _ _ 3000447 Gootl _ RBJo _ 24.0 24.0 WE 3000448 Good! _ R9-3a 0.0 0.0 N 3000449 Gadd RD-3b 0.0 0.0 N 208 3]490810 -117.6]2]40 Ri hl POSIT Single Shoulder Good Sen., 3000450 Goad R100B(CA OA 0.0 E 200 33490014 -11],6]2661 Ri hl POSITNA Sin le Shoulder Good L M1t Pale 3000451 Good R26F CA 12.0 1dmO E 290 33.48.810 -11].8]]]18 R' hl POSIMA Sin le Shoultler Good L' ht Pole ]000452 Good R2-1 25 24.0 30.0 E 291 33.49080) -11].6]400]R' M POSITNA Sin le Shoulder Good L ht Pole 3000453 Gootl R26F CAI 124 10.0 E 292 33.490005 -11].6]4625 - hl Poel. Sin le Shoulder Goes Lose Pole 3000454 Good R2-1 SSI25 0.0 0.0 E 283 13490006 -11].6]5284 R- hl POBRNA Sinus,Slwultler Good West Pole 3000455 Good R28F CA Us 18.0 E 294 31490802 -11].8]559]ssM1I POSITNA Sin M Shoultler Good Loss Pole 3000456 Good! R26F CA 120 18.0 E 295 33490]]6 -19,0]6109 R M POSITNA Smile Shoulder Good Lihl Pole 3000457 Good R28f CA 12A 18.0 E 3]490514 -117.67659BRM POSIMA Single Shoulder Good Light Pole 3000458 Good St-1 30.0 304 WE 296 _ _ 3000458 GOW W-NS-SJC-%ING o.D 0.0 WE -_ - __ _... .. . -. _ .. 3000460 Good R26F(OA 120 18.0 WE 297 33.489682 -1176)6660 lbleselit POSMA Sin Ie SbWder CriBol LL lonnN 3000481 Good R25 CA DA 0.0 WE 299 ]]409595 -11].6]]256 - ht PostTNA Sin Is Shoulder FirrGoo L,ht Pd, 3000463 Good R25A CA 2.0 0.0 WE 399 3]409502 A17.0]]85)R hl POSITIVA Sin Is Shoulder Good L ht Pole ]000463 Good R26F CA 124 18,0 WE 300 33488300 AVA70N2 Rohl POSITNA Sin le Shoulder Good L ht Pole 3000464 Good R25F CA 12.0 10.0 WE 301 33408014 -11].678430 s ld POSITNA Sin Is Shoulder Goo ULhennN 3000465 Good R25AICA1 0.. 0.O N 302 33488285 -11].6]8571 sold DEL OBIS Sin bSlpWder Good ULhiinnsl Mas 3000466 Gadd R35A CA 000 O.D N 303 3].4926M -11],6]85]1R hl DEL OBISPO Good S1ul Meat 300037 Goof D] _ OA 0.0 SW 30ON69 Good N92 OA 0.0 SW T30433.492685 -19.8)7595 R hl DEL OBISPO Sln Ie Snouts., Gadd Wood Pas1 3000469 Good R26F CA 12.0 leo SW 33482896 -1176)]095 R' hI OELOBISPO Sin Ie Shoultler Gootl ULM1annel 30004]1 Goal R26 ( CA O.o 0,0 SW 3]4947]2 -1178)8004 M OELOBISPO Sin eSlwultler Good Squidslj�lsannml 300001 Good G950 LA1 18.0 244 SW 33495]65 A1].6]5366 - M OELOBISPO SN Shoultler Goo] 5uen 300372 Good Wd-3 30.0 30.033496443 -19.874924 R' t ASPERDELOBISPO Sin le Sl W., Goad L M Pak 300047]Good R2-1(C 24.0 30.0 SW 33.496605 -11].8]46]9 R' ht ASPERO Sin le SM1oolder Geed B' nel Pde 3000474 Gootl R1n-4bB I L. 0.0 NW300.4]5 Goea Rt0<bB 0.0 0.0 NW 33486665 -117.8]4835 RyM11 ASPERO 3ln 1pe Slquldef GOOd ULhennd ]OO.478 Go_W 0514-2_ 3o.D 33_00_W___3000q]Food R3- 1(C 24.0 30.0 W33.186547 -11].055734 R' hl ASPERO Sin k SnakierGood UShan1M 300098 Goad R30B SJC4n 0.0 0.0 NW 300009 Gootl R-NS-SR-NW 0.0 30.0 NW3].495485 -117.8)3109 Right TOLE0O single Shoolder Good R1gntl 3O00400 Gaatl _ 03 0.0 D.0 NW 3000481 Goaa �03 a.o 0.0 NE Appendix Cl Maintenance Zone 2 Sign Inventory Post ID Location Data Post Data Sign Inventory Poe11D LaOwde LO iWe Poainon Sbeel A tT Condi,on Melewl Son Condition MUTCO Code - Wld0i Heold Faw Dimabon 313 33.49]]13 -11].6]3150 R" hl AGUIIA 5_in_ple Sl under Good Room 3000482 Gm 03 0.0 0.0 NW 3000483 Gx 03 0.0 0 0 SW 314 33.496986 -117.671597 Pint GAVII-M Sinple SMulder Goold Round 3000484 Good D3 _ 0.0 0.0 NW 3000485 GWtl 03 0.0 0.0 NE 315 33.4%595_11].6]2469 Center MANANA Sin0le SMulder Good _ U-CM1ennel 3000486 Goatl _ R4] '-Or,.:? 18.0 24.0 SE 30004OZ OM1-1 180 18.06E 316 33.496328 -11].6]2204 Wight liil N Si Ie SMulder Good 31100/880 1 R1-1 : 3a§:3 30.0 MID NW 317 33.49599 -11].6]36]11 RVInt TOLE0O Sin le SMulder Good Round 3000488 Good W _ 0.0 0.0 BE 3%0400 Gwd D3 00 OO SW 316 33.496293 -11].6]4268 " hl TOLEDO Sln0le SMulder Good Round 3000491 Goold D3 0.0 0.0 BE 3000492 Good 03 0.0 00 SW ]t9 33.49660H -11].8]SJ32 R' hl ASPERO SIn Ie SMulder Goold Uhennel 30004%Good R80B6h 0.0 O.D BE 320 33.496906 -11].6]45]5 Bonn DEL OBISPO Good S' nal Meet 3000484 Gwd DY2 0.0 OA SE 321 33AS7139 -117.674361 Rohl DELOBISPO 61n le SM1oulEer Good 6 uem 3000495 Good G951)fCAl 180 24.0 SW 321 33A9]302 -i1]W4238Pont DELOBISPO Sinle Shoulder Gold Ljohl,Pole 3000486 Good W3. 30.0 30O SW 323 33.497MS 4176741M Right DELOSISPO Single SM1oulder Good Light Pole 3000497 Good W14R _ 30.0 30.0 SW 3000498 Good Wl-T 30 0.0 0.03W 324 33.498035 -11].8]3638 Pliant DEL OBISPO Sin le ShauMer Good LiMPole 3000499 Good R2-I BSL25 0.0 0.0 SW 325 33.498571 -1176730NRh1 DEL OBISPO SlnBle Shoulder 000 B nal Pde 3000500 Good RIM. 0.0 0.0 NW 3000501 G00d R9-3b 0.0 0.0 NW 334 BBM--117.672735 R hl DELOBISPO Good S' MI Mael 3000502 Good R34 _ _ MD 30.0 W 326 3000503 Good D3 0.0 0A W 3001)501 Good Fio<h - - - 0.0 00 Sw 327 33.498543 -11].8]2180 Rihl DEL OBISPO Sin le SMulder Goad 5 uam 3000505 Gold MOB(CA) 0.0 0.0 W 328 33.498400 -11].67W13Bonn DEL OBISPO SIn Ie Shoulder Good Guam 3000506 Good RBOBCA 0.0 0.0W 329 33.498248 -117.671244 R' ht DEL OBISPO Sln Ie SMulder Good Square 3000507 Good R300 CA 040 0.0 W 33D 33.196091 -117.6]0742 Richt DELOBISPO Sln le Shoulder Good S uare 3000508 Good R30B CA 0.0 0.0 W 331 33.197913 -117.6702]4 R hl O" OBISPO Sin.l.SMulder Good 6 uam 3000509 Good 1303 CA 0.0 0.0 W 332 33.48]]43 -11!.669641 R ht DEL ODISPO SIn laSMUWer Good Sou., 3000510 Goad R30BGA-. ___ 00 0.O W 333 33.49"43 -11)6695]9 R h1 DELOBISPO SI IeSMulder Good - ht Pole 3D00511 Good Sia 30.0 300 W 30%512 Ciro! ING 0.0 00 W 33.40]68] -11].66895] hl DEL OBISPO Good Signal Mast 3000513 Good R73-2 CA 12.0 18.0 W 334 3000614 Gaal 01-2 0.0 0.0 W 3000515 Goad R10-0b 00 0.0 W 335 33.4W607 -11].668322 Right DEL OBISPO SI Ie Shoulder Good ht Pole 3000516 Ga G&i CA 0.0 D.0W 3000517 neal G95D CA18.D 24.0 W 3311 ]149]692 -117.66]661 R",, DEL OBISPO SI SM1midar Good LIII 30%510 Gond Si 30.0 3%0518 find 24.0 30.O W 33.49"]0 -19.6%522 Right DELOBISPO Good S MI Mut 3000529 Good 0.0 OD 3009521 Gaal 120 24.0 W 337 3000522 Goold 03-1 _CID 0A W 3000523 Good R". 0.0 0.0 N 3000624 Gi M31b 0 0 0.0 N 338 3]A9"51 -11].66610] M DEL OBISPO S inGnoO Suem 3000525 Good 35-16(CA) 0.0 O.OW 339 33.497"3 _" 6660% M DEL OBISPO Good Round 30005M Cfmtl U-1135) 24 0 300 W 103 33.483980 -11].5]9646 RyM _DEL REN _ _Good _Round ___ 3000629 GWd D3 00 _0.08 _3000630 Good D3 00 YO E104 33.484016 -19.670114 R" hl DESCANSO Goold S uam 3000631 Goold %LNSSJC-SBMP15 00 0.0 SE 33ASH73 -11].679059 R' ht OESGANSO Goad Round 3000632 Good R30F CA 0.0 0.0 N 405 ]0008]3 Good M4E 0,0 0.0 N 30%634 G000 R-NSS30-2ONEK .. 120 te.ON AppendixCl Maintenance Zone 2 Sign Inventory Post ID Location Data Post Data Sign Inventory P..tlD Ld� _W=Kud. Pd.�Wn SVW Assel T,,, gddedi .1.6W Sdd�10 C.W..d MUTCD Cod. MdUe . t n 406 334434031, .1 17.679M Rght DESCANSO _smile SM.1d.r Good J�Ch.md.l 3005543 Gaedl Rl�l 3D.0 30.0 N 3DOd635 Good, Rl-1 30.0 30.0 N 33.�Wl 117 680nS Right DEL REY Sk,&SWuW.r Good �Chednel 3000636 COdedl R2-1 251_ 24.0 311.0 NE 407 3000637 CM.1 R-N�19 -- W.0 24.0 E 306-0-638 Good R-NS-SJC NW 24.0 30.0 E 3ML3.Good R300 CA 0.0 0.0 E 413. 33 4MO13 117 680529 Right DEL ROSAL S,n,ld Sl�euld., Good R ..d 3000640 Good D3 0.0 0.0 SE 3000641 Good 03 (LO 0.0 SE �9 33 454158 417 00561 RVht DEL ROSAL SinglA S�er Good Light Pole 30DO642 Fer �S-SJC-SBIAP151 0.0 (LO s 3000 3 Good RAOB CA 0.0 tLO a 41D 33AM735 -1 17.68054Z Relbi DEL ROSAL, Wngle Shoulder Good U-Ch.nnel 3000644 G. R30B(CA) 0.0 0�0 s 411 33A85594 -117.680 U3 RMht DEL ROSAL addle SWul,�, Good �ht Pole 3000645 Good R30H CA ----LO Om L- 412 33.4.5.N �17E.oqiaRmh( PEDREG� Sam.l.S�kle, Good Lnht Pole 3000646 G� R39B CA 00 ID-0 E 413 33.455531 -117.651382 Rght PEDREGAL Shn,le S�.Wer Goodl U-Channel _30ON47 Good R30B(CA), 0.0 0.0 S 30OOaB R.H(CA) 0,0 0 0 SE 414 33A05881 �l 176682250 R,ht PEOREGAL Stngle Shoulder Go ad Lloht Pole 3000649 G� R30B(CA) O'D 0.0 E 415 33ABS691 -117,6al52O Right PEOREGAL Single Sh.ulc�, Good Light Pole 3000652 Faflr R30B CA O.D1 0.01W 416 33AS5551 -117,681063 Right PEDREGAL s..l.SwOde, Good �Mnnal 3000651 Good R30SICA 0�01 O.fllw 33485642 -117 680753 RMht PEDREGAL Sin&S� Good H.Um 3000652 Go. D3 00 0.0 HE 417 3NO653 Good 03 0.0 0.0 w 3"0654 Good Rl-1 311.0 39.0 NW 418 33.485551 -117.680709 RlPht DEL R� SidQ1. Goed S,u... 3000655 Good �NSSJC�BMP15 0.0 0.0 N 419 33Aa2j7.4 -11?mBB0712 Right DEL R� Sen,l,Shoulde, Dead �"nml 30006M Good R308 CA) _2.0 &0 N 42. 31485M 117 SN702 Right DELRC� sin'le sl�e, Round 3000557 Good M 0.0 0.0 N 3000658 G. 03 8.0 1.0 E 421 33.485HI mll?mBBD9!0 Rmht COLONIAL Sln.le SeoWd., Good! Ljohl,Pole ___1000659 Good R30B CA 00 0.0 E 422 33,486361 .117.801760 Riaht COLONIAL Sinale ShoWer Good S.U.. 3000660 Good R308 CA D.0 0.0 E 423 33.0521a -117.681670 Rght COLONIAL &n.ld SN,�, Good Might Pole 3000661 Good RUB CA) 0. 3000662 Good 04-11 O.a Dow 0 0 D 0 D0 0 0 0 0 0 424 31485173 A 17+68DO62 Ridht COLONIAL S,,,Ie Sho�,r Good U-Chann.1 3000663 Good R30B(CA) 0.0--.Lu w Lu 425 336485122 Rght DEL ROSAL Sin,l,Sh,Wd,r Good LWht role 3000664 G.o� RUB(CA) OM 0.0 N W 426 33.484531 Right DEL ROSAL S0,1,Should,, Good Light Pole 3000665 Good PUMA) 0.13 09 N 427 336485019 AIT6110529 MAN DEL ROSAL Sind,SleoW,r Good �Mnnel 3000666 Good R30e CA 0.01 O'n N 428 33AMM2 m117.680711 R,ght DEL ROSAL S,n,le Shcxdder Good �Mnnel 30ON67� R30B CA r 0+0 0.0 N 429 33.484U2 -117.600712 Rdlht DEL ROSAL Smell,S�W,r Geod U�Ch.ddel --20-0-0660 RI-1 3060 3&0 N 43. 33F483980 AlT61111916 R,ht DEL REY Sidole Sleculder Good UmChannal 3000669 Good R30B CA 0.0 0.0 E 431 33483988 117681109 RIKI DEL REY Single Sleoulder Good R ..d 3000670 Good M a.. O.os 3000671 Good 03 0.0 0.0 E 432 33AM130 -117.68113Z R,ht DELLUCERO Single SlPm4der Good Pel, 3000672 Good PIER __LO D.0 S 433 31487663 -117� 2D Rieht POSDIVA S...l.S�Fde, Good JZftennel 3000673 Good 0.0 -0.0 N 434 33,487631 .117+678367 R*ht POSIMA .1 ood Whft Pole 3000674 Good Rl-1 30.0 435 33.4a7431 -117.6782BDiR.ht 1POSIDIVA Good Wed P.W 3000575 1 R213F CA) 0.0 436 33.487525 -117�6781 151ftht 1POSIDIVA E H. Good O.OlNW :�1 .2 E22:.:5 Good L.ht .e 0676� REP n 0 437 33.48MO -117.678241 RQh1 POSITIVA n,l. ho�ede, Good! So.. 30005"Goodl R2ALSEL25) 0.0 s R26F(CA1 3000678 Good 1; 12.0 S 438 33AS80n .1176678320 Ede I IPOSIDVA se.l.Shoulder Good Liaht Pole 3000679 Good R26FWA) 2.0 S 439 33.488293 .117,678334 Kehl IPOSITIVA ing�Good 2 CA C �12 S 0 678253 9 tt IPOS[flVA Uare 1 '12 d 26 rF A 1 2 S 0 33.48903 lu�U.-.-d �kt-P.l. RHO 112G.2� 26 072.11221.2' , IPOSITIVA seew seouwer G� C 1 441 33.4...E :1 N76 JR26F�A) 200 Sw 442 33 4agsde Simile S�ld.r F�Light P.le I 30DO6831 Good I w Appendix C1 Maintenance Zone 2 Sign Inventory Post ID Location Data Post Data Sign Inventory Post!D La0hlde Lo ilMe Posdoon Street Asset Tym CantlBion Mabdel Seen 10 COMilion MUTCO Code VrYMI...ht Faoa 0no on 33.489]2] -19.6]6929 Right POSITIVA Sin ldSMuled, Good Light Pole 3000694 Gootl 51-t 30.0 30.0 SW 443 3000685 GOW W-NS-SJC54RG 0.0 O.O SW 30006.6 Goad R26FCF 12.0 1B.0SW 444 30ASD23B -19.876660 Right POSITNA Settle SOOWder Good Light Pole 3000687 Geed R26F CA 12.0 16+11S 445 33.4806% -117.6)8281 Right POSRNA Sin Ie Shoulder Good Light Pole 3000688 Good RVIECA1 12.0 18.0 SW ddb 330906]B -19.6]48)5Readht POSNNA Skede Shoulder Good U M Pole 3000609 Good RMF CA 12.0 18.0 W N] 33.490882 -19.6]4286 Red POSRNA Sin Ie Slroulder Gond Less Pole 3000690 Good RWF CA 12.0 18.0 W 18 3.487272 -19.6]9601 fight DEL AVION Bin le ShouldOr Good 5 uam 3000691 Good St-1 _ 30.0 30.0 E 3000692 Good 54-3%INGI 0.0 0.0 E 449 33.48)2)3 -19.881882 Right DEL AWON Sinsil,Shoulder Goad Light Pole 3000694 Good WJ-3 30.0 Wool E 450 31407206 -117.682208 Radd DELAVION SIn Ie Shoulder Good Sweet Pole 3000695 Good R13A OA Be 33 487331 -117,682320 Right DEL O_BISPO Gadd B_ggel Meet 30006%Good ft13A '`'-' 0.0 0.0 SE 451 ]00069]Good �x 9.0 0.0 SW 3000690 Goad Rt0<6 017 0.0 BE 052 5330]]31 -11T 682140R hl DELOBISPO Bid Ie SM1OWder Good ULhennel 3000699 Gadd R2-140 243 30.0 BW 453 ]1408080 -117 801%5 R' M DEL 0818170 SIn Ie Shoulder Gaatl B uart 3000]00 Good G950 CF 1817 24.0 SW 454 3J 450284 117.672348 681849 Said DELOBISPO Smote SM1ouMer Good L ht Pole ]000]01 Good 30.0 30.0 SW l55 3]309049601260F ht DELOBIBPO Sin le SbWder Gccd LIn Pale 30007026wd R2-t 551251 0.0 O.OSW 456 ]].190146 .680451 R' M OEL 0815170 Sln le Shoulder Good U-Channel 3000]03 GOM R3-0 ]OA 30.0 SW d5] 3.480Q8 .680248 R- hl DELOBISPO SIO Ie SM1oultler Goad Chi Pale 3000)04 Goad R2-140 243 30.0 SW 050 33.191295 .8]9]18 R' hl OEL 0815170 Sin le Sho-er Good L -Pole 3000]05 Goad G950 CA1 iB.O 24.0 SW 059 336491310 -1 OEL 0815170 Sin Ie SM1oultler Gcotl Suan ]000)08 Good WJ-3 30.9 30.0 SW 160 3.491868 .8)83{B R' hl DELOBIBPO SIn -SMulder Good -Post ]000]0]GoW R]R 300 30.0 BW 451 33.492112 .8]9119 R' M1I OEL 0816170 SIn Is Shoulder Good Mind Post 3000]08 Good SPCA OA 0.0 SW 523 3.490685 .6]3630 R M PO6111VA SIn Ie SM1oultler Good L M Pole 3000)99 Gootl W9Jz. ]0.0 J0.0 W 524 33.490682 .8)286]R' M POSMVA SIn Is SMulder Goad C ht Pole 3000800 Good R28a CA 12.0 1B.B W 525 33.49062] .8]212]R' M1t POSITNA S- k SMWtler GoM S uam 3000801 Good R"a 24.0 24.0 N 526 3]6490098 .67231 R hl ALIPAZ Sin heSMuldet Good B uere 3000802 Good R&3a 24.0 24.0 N 527 33.489523 .672340 R' hl AUW Sin le SMulder Good S uem 3000803 Good R8-]a 24.0 24.0 N 520 33.488%8 .67233]R' h0 Al IPAZ SIn le SMultler Gold Squat, 3000804 Gas! RB-3e 24.0 24.0 N 529 314882]6 .6]2348 R" ht AUPAZ SIn91e SMulder Good S uam 3000805 Good Vn,1 _ _ 36.0 36.0 N 3000006 Gaol RB-3e 2C0 24.0 N 530 03.48]]N A17.6]2431 R" ht POSITNA SI.M.Shoulder Good Saint, 30111 Good R863a 24.0 24.0 N 33.487218 -117.672880 Right AUW Single BMuldar Good Light Pole 3000008 Good U3 _ 060 0.0 NE 531 3000909 Gxd 03 _ _ 0.0 0.0 BE 3000810 Good Rid ___ 30.0 30.0 NE 3000811 Gsod R8-3a 24.0 NA NE 532 33.497188 A 17.673750 Right DELAVION Sinle Shoulder Good LLCMnne1 3000812 Good R2-140 24.0 303E 533 33.487224 -117.67603 Read OEL A Sin Ia Shoulder Good Sue 3000813 Good WSJ.'. 300 30.0E 534 33.487232 -117.876889 Rigi DELAVION Sin Ie Shoulder Good Saidne, 30DO814 Good R2-1SS125 0.0 BO E 33.40)2)3 -117.678321 Right DELAWON Sin Ie Shousser Good slow Mut 300%15 Good Rig 30.0 30.0 E 535 _ 3000816 Good D-3- 0.0 E _ 3000817 Gootl__ R93a _ 0.0 0.05 3000518 Good R9-3b OA 0.0 N 536 33.487253 -117.678334 Right DELAVION Se le SMulder Gootl S uam 3000819 Gaal ull(ssusl 0.0 0.0 E 537 33.407269 -11).6)5558 hl DEL AWON Single Sl,c.IJd, Good 5 uam 3000020 Gaud 82.140 24.0 ]0.0 E 1932 33.48182 -117.681940RM BLUE FIN DR Sinle ShouMer Good Round 2 002205 Good R10-3E 9.0 12.0W 1933 3.401929 -11).684629Center OWE FIN DR Sinale Shoulder Good Card Pole 3.02.910 .VR 18.0 24.0W 1934 33.40032 -117.6026&Rhl CL JARDIN Single Shoulder Good WentPole 300320]Good WNSSJC-CVR 1840 24.0 SW 1935 J].{]820] -19.8)99]5 R' M1q CLAROIN Single Shoulder Gaol Light POb30D3209 GOM O3 00 O0N ]00]ZOB Gold W 0.0 0.0 Ili- 19M 19M 33.480234 -117.678549 R" M AUPAZ ST Sin le SMUMer Good U-Chennel 30032101 Good IICAI 1200 lad S Appendix Cl Maintenance Zone 2 Sign Inventory Post ID Location Data Post Data Sign Inventory Post lD LaBOMe Lon dude Position Street Aase1T Condroon Rewind! Sun ID Condiftni MUTCD Code I RAdih He ht .Dirou0dn 1937 33.482480 -117.671881 R' M MARINER OR Sin le Shoulder Good U-Chenne! 3003211 GddO SR2Z-1(CAl 1 12.0 18.0 S 1930 33.482755 A 1].6]0234 Right MARINER OR SIn Ie SM1ouMer Good OLM1anne! 3003212 GwE R26FCA 00 00S 1939 33A02770 -11].6]8994 Right MARINER DR Slnle SM1ouMer Good U-CM..el 3003213 Gectl R26FCA) 0.0 0.05 1940 33.402692 -117.682895 R' M MARINER OR Sin le SMulder Goadaro 3003214 Good R26F CA 0.0 0.0 S 1341 33.402550 -11].60]644 Right MARINER OR Sin le SMulder Goad S'... 3003215 Good W -NATS 0.0 0A SE 3003216 Goad R28F6F(CACA) 0.0 0A SE 1943 J3A02W41].691358 Field MARINEROR SIn Ie SM1ouMer Goad Round 30032111 R26F(CA) 00 0.0 INw N 1943 33A82E44 -1t7.67966]R M MARINER OR Son Ie Shoulder Gaal S uaro 3003210 Gaae R26FICA 0.0 IAN 1944 33A82NJ -11].6]8894 R' ht MRINER OR Sin le SMulder Good S uam 3003219 Good R26FICA Op 00 N 1945 3].402350 -11].6]0081 Right AVENID PE SIn Ie Shoulder Good L M1t POR 3003220 Good R-NS-SJC-0VR 18.0 18.O N 1946 33.405892 -11].682038Rihl AVID PEOREDREGAL Sheole SM1aultler Good UChannel 3003221 Goad RM(CA)5 25.0 10.0 NE 1947 33.405600 -11].682235 R M1l AVO PEOREGO Sin le SMultler Good ' in Poll, 3003222 Good -cl RM(CA) 12.0 18.0 N 1948 33.403900 -1 P.60J551 R- M CL DLTESORO Should Slwulder N DLhennel 3003223 Cmtl R28EICA1 00 0.0 NE 1949 33404623 A 17.683542 RM CL OL TESORO Sine SMultler U-Chenne! 3003224 Good R28ECA :24.03D.0 OE 1950 33.403849 -1 P.681]]9 R h1 VIA OL REY SIn Ie SMultler UChennel 3003225 Good 820E CA .. A N 1951 33.403052 -11].680005 R' M VIA OL REY SIn Ie SMulder U-Channel 3003226 Good R28ECA .0 N 1952 33.493842 -11].680]60 R' M VIA DL REY Sinle SMuber U-CMnnel 3003227 Good R28ECA .oN 1953 33404]69 -19.6]]336 R' hl AVO OLIVERA Sinle SMultler LM1t Pde 3003228 Cr,al R-NS-SJC-N`N .05 33.405]91 -117.5]9711 R' ht AVD DESCANSO Singe SMulder Round 3003229 G000R30SCA) .05 1954 3003230 Good R81A[CA� 0.0 S 300]231 Fdu R-NS-SJC-ZONE Y AS 1955 33485964 -11]6]9686 R_hg 1AVD WRIPOSA SiIe SMulder Round 3003232 Good 03 D.0 5 3003233 Good 03 0.O W 1956 31485196 -19.600529 Ri M AVD DEL ROSAL Sin Ie Shoulder U-0Mnnel 30032M C d R28ECA 0.0 W 195] 33485758 -11].600591 Ri hl AVD PEDREGAL Sin le Shoulder UChenne! 3003235 Good RUE(CA) DA SW 1958 334850]5 -11].8820398 M AVD PEOREGAL SIn1e SM1oulder GOM U-Clunnal 30032M Gootl R28ECA) O.O SE 1959 33.485106 -117,6511]9 R' ht PAS COLONIAL Sin leSMUltler Good ILClwnne! 300323]Gaal R26E(C . 00 N 1960 33484439 -11].681202 Right PAS OL LUCERO Sin le SMultler Good U )wide! 3003230 Goal R28ECA) 0.0 DA SW 1961 33AMW0 -117.681926 Uld PAS OL LUCERO Sidle SMulder Good Lht Me 3003239 Good! R3013G1 0.0 0.0 NW 1962 33AM481 -117.602890 R' M PAS WRAFLORES Sunale Shoulder Fair IkTIh2n0e15Yoi. 3003240 Fab 806E CF 0.0 0.0 E 33.487061 -11].682433 Right CM DLAMON Gadd Signal Mast 3003241 Good_ R3A _ 0.0 0.0 W 1963 3003242 Goad R34 30.0 30.O W 3003243 Gold D}tlllum) 0,0 OAW 30032"Geod R-NS462. 30.0 42.0W 19" 33.480881 -117.889350 Right ROLAN00 Single Shoulder Good Light Pale 3003245 Good--R26F _ 0.0 0.0 NW ld 3003246 GoR26F Mod 0.0 0.0 NW 1965 33AS -117.66]09]Rout ALIPAZ ST Simile SM1ouMer Gadd UChenne! M03247 fiwd 5]64 Ch) 0.0 O.D N 1966 33A86929 -11].66]2]]Rent ALIPAZ ST Sia Ie SMultler Good S ua 3003240 Good S36A CA 0.0 0.0 E 1967 33.490814 -11].672222 R ht ALIPAZ ST SIn Ie Shoulder Good ouht Pole 3003249 Good R104b 0.0 0.0 E 1968 33.490009 -11].6]2400 Right VIAPOSITIVA SIn wiSMulder Gaol Squam ]00]250 Good RR C 0.0 0.0 E 33+487M -117.678257 R' hl VIA POSITNA Light Pole 3097251 Good - _ _ 30.0 MCA N 1969 30N252 Gd50 03-1g _ 0.0 0.0N _ 3003253 Guatl R9-39_ _ _ _ 0.0 0.0 N 3003254 Gootl R9-]b - 0.0 11.0 N 1970 33.490" -117.572226 Right ALIPAZ ST Good Signal Mast 3003255 Good Rt04e 00 0.0 NE 1971 33A9U7 -11].678729 R,, DELOBISPOST Shale Slmdtler Gootl SyrelPole _ 3003256 Gone R9-]e _0.0 o.lo NW 3003257 Gootl R9-3L 0.0 ou m 1872 33.496744 -117.674594 Cenwir CLASPERO SIn !e Shoulder Goad U-Channe! 3003256 Gootl R4-] 16.0 24.0 NW 3003259 Gaol OMt4 18.0 104 NW 1973 ]].495610 -117.674353 R hl VIA D TOLEDO Sin le Sln uper Good! l Chants 30032M Gwtl R4-ie. 0.0 0.0 SE 1974 33A9M67 -11].6]4100 Right V DAGUILA SlnMsln M . Good 6 Iannnl 3003261 Gootl RMB - 0.0 07 NW 30033624xd R-NS-SJC-NW 24.0 30.0 NW Appendix C1 Maintenance Zone 2 Sign Inventory Post ID Location Data Post Data Sign Inventory Post!D La0hlde Lo ilMe Posdoon Street Asset Tym CantlBion Mabdel Seen 10 COMilion MUTCO Code VrYMI...ht Faoa 0no on 33.489]2] -19.6]6929 Right POSITIVA Sin ldSMuled, Good Light Pole 3000694 Gootl 51-t 30.0 30.0 SW 443 3000685 GOW W-NS-SJC54RG 0.0 O.O SW 30006.6 Goad R26FCF 12.0 1B.0SW 444 30ASD23B -19.876660 Right POSITNA Settle SOOWder Good Light Pole 3000687 Geed R26F CA 12.0 16+11S 445 33.4806% -117.6)8281 Right POSRNA Sin Ie Shoulder Good Light Pole 3000688 Good RVIECA1 12.0 18.0 SW ddb 330906]B -19.6]48)5Readht POSNNA Skede Shoulder Good U M Pole 3000609 Good RMF CA 12.0 18.0 W N] 33.490882 -19.6]4286 Red POSRNA Sin Ie Slroulder Gond Less Pole 3000690 Good RWF CA 12.0 18.0 W 18 3.487272 -19.6]9601 fight DEL AVION Bin le ShouldOr Good 5 uam 3000691 Good St-1 _ 30.0 30.0 E 3000692 Good 54-3%INGI 0.0 0.0 E 449 33.48)2)3 -19.881882 Right DEL AWON Sinsil,Shoulder Goad Light Pole 3000694 Good WJ-3 30.0 Wool E 450 31407206 -117.682208 Radd DELAVION SIn Ie Shoulder Good Sweet Pole 3000695 Good R13A OA Be 33 487331 -117,682320 Right DEL O_BISPO Gadd B_ggel Meet 30006%Good ft13A '`'-' 0.0 0.0 SE 451 ]00069]Good �x 9.0 0.0 SW 3000690 Goad Rt0<6 017 0.0 BE 052 5330]]31 -11T 682140R hl DELOBISPO Bid Ie SM1OWder Good ULhennel 3000699 Gadd R2-140 243 30.0 BW 453 ]1408080 -117 801%5 R' M DEL 0818170 SIn Ie Shoulder Gaatl B uart 3000]00 Good G950 CF 1817 24.0 SW 454 3J 450284 117.672348 681849 Said DELOBISPO Smote SM1ouMer Good L ht Pole ]000]01 Good 30.0 30.0 SW l55 3]309049601260F ht DELOBIBPO Sin le SbWder Gccd LIn Pale 30007026wd R2-t 551251 0.0 O.OSW 456 ]].190146 .680451 R' M OEL 0815170 Sln le Shoulder Good U-Channel 3000]03 GOM R3-0 ]OA 30.0 SW d5] 3.480Q8 .680248 R- hl DELOBISPO SIO Ie SM1oultler Goad Chi Pale 3000)04 Goad R2-140 243 30.0 SW 050 33.191295 .8]9]18 R' hl OEL 0815170 Sin le Sho-er Good L -Pole 3000]05 Goad G950 CA1 iB.O 24.0 SW 059 336491310 -1 OEL 0815170 Sin Ie SM1oultler Gcotl Suan ]000)08 Good WJ-3 30.9 30.0 SW 160 3.491868 .8)83{B R' hl DELOBIBPO SIn -SMulder Good -Post ]000]0]GoW R]R 300 30.0 BW 451 33.492112 .8]9119 R' M1I OEL 0816170 SIn Is Shoulder Good Mind Post 3000]08 Good SPCA OA 0.0 SW 523 3.490685 .6]3630 R M PO6111VA SIn Ie SM1oultler Good L M Pole 3000)99 Gootl W9Jz. ]0.0 J0.0 W 524 33.490682 .8)286]R' M POSMVA SIn Is SMulder Goad C ht Pole 3000800 Good R28a CA 12.0 1B.B W 525 33.49062] .8]212]R' M1t POSITNA S- k SMWtler GoM S uam 3000801 Good R"a 24.0 24.0 N 526 3]6490098 .67231 R hl ALIPAZ Sin heSMuldet Good B uere 3000802 Good R&3a 24.0 24.0 N 527 33.489523 .672340 R' hl AUW Sin le SMulder Good S uem 3000803 Good R8-]a 24.0 24.0 N 520 33.488%8 .67233]R' h0 Al IPAZ SIn le SMultler Gold Squat, 3000804 Gas! RB-3e 24.0 24.0 N 529 314882]6 .6]2348 R" ht AUPAZ SIn91e SMulder Good S uam 3000805 Good Vn,1 _ _ 36.0 36.0 N 3000006 Gaol RB-3e 2C0 24.0 N 530 03.48]]N A17.6]2431 R" ht POSITNA SI.M.Shoulder Good Saint, 30111 Good R863a 24.0 24.0 N 33.487218 -117.672880 Right AUW Single BMuldar Good Light Pole 3000008 Good U3 _ 060 0.0 NE 531 3000909 Gxd 03 _ _ 0.0 0.0 BE 3000810 Good Rid ___ 30.0 30.0 NE 3000811 Gsod R8-3a 24.0 NA NE 532 33.497188 A 17.673750 Right DELAVION Sinle Shoulder Good LLCMnne1 3000812 Good R2-140 24.0 303E 533 33.487224 -117.67603 Read OEL A Sin Ia Shoulder Good Sue 3000813 Good WSJ.'. 300 30.0E 534 33.487232 -117.876889 Rigi DELAVION Sin Ie Shoulder Good Saidne, 30DO814 Good R2-1SS125 0.0 BO E 33.40)2)3 -117.678321 Right DELAWON Sin Ie Shousser Good slow Mut 300%15 Good Rig 30.0 30.0 E 535 _ 3000816 Good D-3- 0.0 E _ 3000817 Gootl__ R93a _ 0.0 0.05 3000518 Good R9-3b OA 0.0 N 536 33.487253 -117.678334 Right DELAVION Se le SMulder Gootl S uam 3000819 Gaal ull(ssusl 0.0 0.0 E 537 33.407269 -11).6)5558 hl DEL AWON Single Sl,c.IJd, Good 5 uam 3000020 Gaud 82.140 24.0 ]0.0 E 1932 33.48182 -117.681940RM BLUE FIN DR Sinle ShouMer Good Round 2 002205 Good R10-3E 9.0 12.0W 1933 3.401929 -11).684629Center OWE FIN DR Sinale Shoulder Good Card Pole 3.02.910 .VR 18.0 24.0W 1934 33.40032 -117.6026&Rhl CL JARDIN Single Shoulder Good WentPole 300320]Good WNSSJC-CVR 1840 24.0 SW 1935 J].{]820] -19.8)99]5 R' M1q CLAROIN Single Shoulder Gaol Light POb30D3209 GOM O3 00 O0N ]00]ZOB Gold W 0.0 0.0 Ili- 19M 19M 33.480234 -117.678549 R" M AUPAZ ST Sin le SMUMer Good U-Chennel 30032101 Good IICAI 1200 lad S Appendix Cl Maintenance Zone 2 Sign Inventory Post ID Location Data Post Data Sign Inventory Post lD LaBOMe Lon dude Position Street Aase1T Condroon Rewind! Sun ID Condiftni MUTCD Code I RAdih He ht .Dirou0dn 1937 33.482480 -117.671881 R' M MARINER OR Sin le Shoulder Good U-Chenne! 3003211 GddO SR2Z-1(CAl 1 12.0 18.0 S 1930 33.482755 A 1].6]0234 Right MARINER OR SIn Ie SM1ouMer Good OLM1anne! 3003212 GwE R26FCA 00 00S 1939 33A02770 -11].6]8994 Right MARINER DR Slnle SM1ouMer Good U-CM..el 3003213 Gectl R26FCA) 0.0 0.05 1940 33.402692 -117.682895 R' M MARINER OR Sin le SMulder Goadaro 3003214 Good R26F CA 0.0 0.0 S 1341 33.402550 -11].60]644 Right MARINER OR Sin le SMulder Goad S'... 3003215 Good W -NATS 0.0 0A SE 3003216 Goad R28F6F(CACA) 0.0 0A SE 1943 J3A02W41].691358 Field MARINEROR SIn Ie SM1ouMer Goad Round 30032111 R26F(CA) 00 0.0 INw N 1943 33A82E44 -1t7.67966]R M MARINER OR Son Ie Shoulder Gaal S uaro 3003210 Gaae R26FICA 0.0 IAN 1944 33A82NJ -11].6]8894 R' ht MRINER OR Sin le SMulder Good S uam 3003219 Good R26FICA Op 00 N 1945 3].402350 -11].6]0081 Right AVENID PE SIn Ie Shoulder Good L M1t POR 3003220 Good R-NS-SJC-0VR 18.0 18.O N 1946 33.405892 -11].682038Rihl AVID PEOREDREGAL Sheole SM1aultler Good UChannel 3003221 Goad RM(CA)5 25.0 10.0 NE 1947 33.405600 -11].682235 R M1l AVO PEOREGO Sin le SMultler Good ' in Poll, 3003222 Good -cl RM(CA) 12.0 18.0 N 1948 33.403900 -1 P.60J551 R- M CL DLTESORO Should Slwulder N DLhennel 3003223 Cmtl R28EICA1 00 0.0 NE 1949 33404623 A 17.683542 RM CL OL TESORO Sine SMultler U-Chenne! 3003224 Good R28ECA :24.03D.0 OE 1950 33.403849 -1 P.681]]9 R h1 VIA OL REY SIn Ie SMultler UChennel 3003225 Good 820E CA .. A N 1951 33.403052 -11].680005 R' M VIA OL REY SIn Ie SMulder U-Channel 3003226 Good R28ECA .0 N 1952 33.493842 -11].680]60 R' M VIA DL REY Sinle SMuber U-CMnnel 3003227 Good R28ECA .oN 1953 33404]69 -19.6]]336 R' hl AVO OLIVERA Sinle SMultler LM1t Pde 3003228 Cr,al R-NS-SJC-N`N .05 33.405]91 -117.5]9711 R' ht AVD DESCANSO Singe SMulder Round 3003229 G000R30SCA) .05 1954 3003230 Good R81A[CA� 0.0 S 300]231 Fdu R-NS-SJC-ZONE Y AS 1955 33485964 -11]6]9686 R_hg 1AVD WRIPOSA SiIe SMulder Round 3003232 Good 03 D.0 5 3003233 Good 03 0.O W 1956 31485196 -19.600529 Ri M AVD DEL ROSAL Sin Ie Shoulder U-0Mnnel 30032M C d R28ECA 0.0 W 195] 33485758 -11].600591 Ri hl AVD PEDREGAL Sin le Shoulder UChenne! 3003235 Good RUE(CA) DA SW 1958 334850]5 -11].8820398 M AVD PEOREGAL SIn1e SM1oulder GOM U-Clunnal 30032M Gootl R28ECA) O.O SE 1959 33.485106 -117,6511]9 R' ht PAS COLONIAL Sin leSMUltler Good ILClwnne! 300323]Gaal R26E(C . 00 N 1960 33484439 -11].681202 Right PAS OL LUCERO Sin le SMultler Good U )wide! 3003230 Goal R28ECA) 0.0 DA SW 1961 33AMW0 -117.681926 Uld PAS OL LUCERO Sidle SMulder Good Lht Me 3003239 Good! R3013G1 0.0 0.0 NW 1962 33AM481 -117.602890 R' M PAS WRAFLORES Sunale Shoulder Fair IkTIh2n0e15Yoi. 3003240 Fab 806E CF 0.0 0.0 E 33.487061 -11].682433 Right CM DLAMON Gadd Signal Mast 3003241 Good_ R3A _ 0.0 0.0 W 1963 3003242 Goad R34 30.0 30.O W 3003243 Gold D}tlllum) 0,0 OAW 30032"Geod R-NS462. 30.0 42.0W 19" 33.480881 -117.889350 Right ROLAN00 Single Shoulder Good Light Pale 3003245 Good--R26F _ 0.0 0.0 NW ld 3003246 GoR26F Mod 0.0 0.0 NW 1965 33AS -117.66]09]Rout ALIPAZ ST Simile SM1ouMer Gadd UChenne! M03247 fiwd 5]64 Ch) 0.0 O.D N 1966 33A86929 -11].66]2]]Rent ALIPAZ ST Sia Ie SMultler Good S ua 3003240 Good S36A CA 0.0 0.0 E 1967 33.490814 -11].672222 R ht ALIPAZ ST SIn Ie Shoulder Good ouht Pole 3003249 Good R104b 0.0 0.0 E 1968 33.490009 -11].6]2400 Right VIAPOSITIVA SIn wiSMulder Gaol Squam ]00]250 Good RR C 0.0 0.0 E 33+487M -117.678257 R' hl VIA POSITNA Light Pole 3097251 Good - _ _ 30.0 MCA N 1969 30N252 Gd50 03-1g _ 0.0 0.0N _ 3003253 Guatl R9-39_ _ _ _ 0.0 0.0 N 3003254 Gootl R9-]b - 0.0 11.0 N 1970 33.490" -117.572226 Right ALIPAZ ST Good Signal Mast 3003255 Good Rt04e 00 0.0 NE 1971 33A9U7 -11].678729 R,, DELOBISPOST Shale Slmdtler Gootl SyrelPole _ 3003256 Gone R9-]e _0.0 o.lo NW 3003257 Gootl R9-3L 0.0 ou m 1872 33.496744 -117.674594 Cenwir CLASPERO SIn !e Shoulder Goad U-Channe! 3003256 Gootl R4-] 16.0 24.0 NW 3003259 Gaol OMt4 18.0 104 NW 1973 ]].495610 -117.674353 R hl VIA D TOLEDO Sin le Sln uper Good! l Chants 30032M Gwtl R4-ie. 0.0 0.0 SE 1974 33A9M67 -11].6]4100 Right V DAGUILA SlnMsln M . Good 6 Iannnl 3003261 Gootl RMB - 0.0 07 NW 30033624xd R-NS-SJC-NW 24.0 30.0 NW Appendix C1 Maintenance Zone 2 Sign Inventory Post ID Location Data Post Data Sign Inventory Pwt10 IJIFMe Lo dude PoeNon I Street AsutT Congdon Malemi 5 nto COMiton MUTCO Gone .1= He M Gam Dutt4on 1975 33496509 A 1].6]4167 Right VIA AGUIIA SinlSIwIWm GmE U-0hanM 3003263 Good RANSWJCiR 18.0 24.0 NW 1976 33.4965!1 -11).6]4123 R" hl VIAD ADD IA SinOle SMuMer Gmtl Lli,ht Pole 30032M Gmtl 03 OD 0.0 NW 3003265 Good 03 CO 0.0 SW 19)11 33./96480 A 1].6]4103 Right VIA 0AGUIIA Double Shoulder Good Wedd Poal 3003266 Go, S45Mod 0.0 0.0 NW 1978 33496137 -11]6]2051 Right PASWIMNA SinbSeoul Good RWM 3003267 Coad DJ 0.0 0.05E 3003268 Giood 03 0.0 OX NE 33 490550 -11).6]2900 R' h1 AGUACATE RD Good sion.1 Meat 3003200 Dcad 30.0 30.0 NW 1979 3003270 Good D3 0.0 0.0 NW 3003271 Gell RiMb 0.0 DO RW 1900 3)49]639 41].66913]Right OELOBISPOST Good Signal Mut 3003272 Good D3 &0 0.0N 1901 33497664 -11].6662]2 fficht DEL OBISPO ST Bond Shodtlm Gadd UCio nnN 3003273 Good S38 CA 0.0 00 N 334979)4 -11].665463 Right DEL OBISPO ST Good Signal Mast 3003566 Good 0 Oj�A _'_' 180_ 30.0 S _ 2106 - -. - _ _ -. .__ _ - _.. _ _ _ _ _ _ _ _ _ _ 3003587 Good Re-16_ 0.0 OA 5 _ 3003500 Good 0.0 OD S 2187 334 N 9]053 -11].866518 R' DEL OBISPO BT Simple Sledld , 11104 uer Godtl Rau3003569 Good R10-/b 0.0 OD S 2186 334 11 98053 -1 .666541 Right g PA2 STT Single S,ulder Gmd Se., 3003590 Ge, R&3a 24.0 24.0 S 2109 33./98392 -11].88840]Right ALIPAZ 6T 2n&GMWer Ga, U-0henml 3003591 Gm5 R29. 0 _ 24.0 30.0 SW 3003592 Gwtl R8-3e 24C 24.0 SW 04 2190 33./989 A1].666450 R' N ALIPAZ ST Single Sulder Go6 ue oo 3003593 Gd R39 2/0 24.06 2191 33.490578 R' hI.6666]5 ALIPP ST Single Shoulder Good Square Good3003594 Gd R&3e 24.0 24.0 SE 2192 33500091 A1).066911 Right ALIPA2 ST Single Shoulder Good 6 ua 30035M Good R&L 24,13 24.0 6E 21M 33.5005)) -11].66)219 Right ALIPA ST Single Shoulder Good 3003596 Gmtl R&3e 24.0 24D BE 2190 33.501278 -19.66]SMRohl ALIPA2 ST Sided,Siboukeu Gmtl 3003590 Good R&3e 2/.0 2405E 2195 33.501270 -11).66)644 Right ALIPAZ ST Doudb SMWder Good Post 3003590 Good 0.NSSF JCURNOT 0.0 0.0 SW ]].5016]8 -11].66)]10 R' h1 ALIPAZ BT Single Shoulder Go, Who MPola 3003500 Goad 03 OD 0.0 SE 2186 3003600 Caro! 0.0 40SW _ 3003601 GoaRSd RO-3e 24.0 24D S 2197 33.6320]] -11].66]95,1RM ALIPAZST Sin ],Shoulder Go, Round Posl 30036@GWd RF10 20.0 3005E 2190 3).5171)26 -117.668013 R" ht ALIPMST Sin Ie Shoulder Go, ROuntl 30036"C 1 R3:P. . 30.0 SOX)NW 2199 33.501860 -11].668514 Right VIA BELST Single Shoulder Good Light Pd. 3003604 Goad 9309(CA) 0X) 8.0 BE R00 3].502129 -11].888924 Right VW BELAROES Single Shoulder Good Wb,Post 30036"Good MICA) 8_ 12.0 10.0 BE ]003606 GocE R20 CA _ 10.0 20.0 BE 33501312 -11Z66B63BaM OLRIOVISTq SingleSlwutlm Good Light Pole 30036DO Gaud RJOBC_A) 0.0 0.0 NE IIDt 3003600 Good RJO -S 12.0 19.0 NE ]003600 Good R-NSSJC-20NE6 12.0 16.0 NE 39,501330 -117.666369 Right BELgRDES Single Should. Oootl Light Pdle 3003610 Good RJOa(CA) 0.0 0.0 NW 2202 3003611 GOed R30S-A) 120 18.0 NW 300312 Gu RWSSJCZONEe 120 180 NW 31503505 -11).868109 Right VIA BEtAR0E5 BF bS,ulder Good Light POO, 30036613 Sued __ RCA __ _ 0.0 0.0 NE 3003Wd 814 GRetWAA(CA) 0.0 DANE 1203 3003616 Go, R30B(CAI ._ 0.0 0.0 NE 3003516 Good _ M4-5 300361]G;,- R00(CA� l20 10.0 NE 3003516 GOdtl R-NS-SJC-NW Al2.018AE SW ]3.500264 -117.668811 ht CLLUCANA Sinle Sludel Good 3Vood Pop 3003619 Goal W.NSSJC-RATS SE 2201 3003620 Good _R30(CA)__-__. BE 3003621 Good R-NS.SJC-ZONE B GE 1105 33.500303 A 176668990 R hl CL LUCANA Shield Shoddm GooB M Paid ]003622 Good MECCA) SE 33.5005W -11).6]0303 R M CL WCAIM Single SMuldor Go, U-Channel W03623 Good R3OBACA) E 2206 3003524 Goad R30(CA) E 3003625 Good R-NS-SJC. ONE:B E Appendix Cl Maintenance Zone 2 Sign Inventory Post ID Location Data Post Data Sign Inventory Pm11D LaEhNe L2=i . PnsNon Street AsseIT LOMIbn Maw.! Sen 10 COMiEon MUTCD Cafe N m He' M Fvx OuemDn 33.500408 -117GM179P hl CL LUOANA Si MSlqultlx GOM OcnwrnN 3OD3626 GOM R30 0.0 0.007 2207 3003627 GOM Rei' 0.0 0.0 W 3003628 Gout R30 12.0 18.0 W 3DO3620 Gootl R+ 12o 10.0 W 33.500310 -11].669243 hl CL LUCANA S" MShwMer GOM LLChennid 3003430 GOM R3 0.0 OA NW 2208 3003631 Fetr R3 120 18.0 NW 3003032 FW %N 12.0 10.0 NW 2209 33.500107 -11].668]09 Right CL LUOANA Sin le SlwuMer Gootl vi M POM 3003633 Gats R1- 30.0 30.0 NW 30036M Fatr R9 12o 10.0 NW 2210 33.500018 -11].668600 Right VIA SEt ES S' S1 inr GaaB S wu 3003635 Gootl R3 12D 18.0 NE 3003636 Gem R3N Ito 190 NE 93.1888)5 -19.BB890)R" hql VP BEWROES SinBle.6lwuMer Gootl L'ghtftl 3003637 GDotl_ RJOB CA^£" J '= 1-. OD o.O NE till -- _ - -- -- - - - - - 3003838 GoaE R30 C -- 3' 120 18.0 NE 3003639 Gml R+NSSJf.'ONEA-V'_ 120 10.0 NE 33.499051 -117669170 Mold VIA SELARDES SinW SM1WMer Gootl U-Cww W03640 Fetr R300CAs 0.0 0.0N 1212 3003641 Gootl R30 CA 12.0 18.0 N 3003642 GDM R�N58SJGZONEA z 12.0 140 N 2213 33.490502 -117.669159 Right V W SELARDES Sin le Sl lder Gootl L ht Pole 3003643 Gootl R00 - 12.0 18.0 N 3003544 GWtl R4laWQSo0NEA 12o ItoN 33.498284 -112.6691)8 Right VIABEIAROES Snail.Sh iir Gootl Routs 3003645 Goof D3 0.11 DoN 2214 303646 Gn E D3 0.0 0.0 E 300384]Gootl R-NS-SJG NW 24.0 30.0 E 33.49]989 -111.868020 Right DELOBISPOST Gootl S' nal Mast 3003648 GWtl 03-la 0.0 0.0N M15 3003640 Gootl D3.fe 0.0 OAS 3003850 Gw Rl"b 124.0 GAS 33.4984V -111.669281 t OLWINOM Si Ie SlquMer Gootl uen 3OD3651 Go R30B GA) <.- OAE 2218 30D3052 Gootl R30 CA 18.0 E 3003653 GOM R-NS-SJC-ZONE C 18.0 E _33.4986V -117A7001_5 Rth CLWINONA _ FRI, .r Gootl RWM - _30036_M GoW03 _ 0.0 SE_ _ _ _ 2211 _ 3003655 GOM R] 0.0 SW 30036566 d R-NSSJC-NW 30.05E33.498)18 -11].6]0031 R M PAS ROSA Sin le SlrouMer GOM S uete 3OD3658 GWtl R30B(_CA�__ 0.0 S 1210 3003658 Gootl R30 Cl A) 18.0$ 3003658 Good R-0B(CA) ONE L 10.05 2210 )3.499108 -11].66WP fl" M1I PAS ROSA B' NStgWer GaM h1 Pob 30036611 Good RB00 oI Al O.O SE 3003661 Gootl RBtA CA 0.0 SE 93.498)80 -11].BID25J fl ht CLWINONA Bin le BhOWtler Gootl B 0eR 3003662 Good _ R30B C( Al __ 0.0 SE 2220 300366]Gwtl R-NS-SJ ___ 10.0 SE 3003664 G R-NS20NE C 120 18.0 SE 2221 3].199]18 -11].6]118]4 " hl CLYNNONA Single$IwMdu OOM MPtle 3003665 GDad R3O0(_CA) 0.0 OD SE 3003868 GWd R01. CA1. 0.0 0.0 SE 2222 33.488953 -11].6]0685ht CLS ROSA Single Shoulder Good ootl L M Pale 3003668 G 8300 CA OA 0.0 N 33A 04 90502 -11].8899 R M PAS ROSA Sin le SMuker Felr swi1043003668O.00.0 NW 2223 3003660 GOM _ R30(CA)(CA) 12o 18.0 NW 3003670 fioaE RMNS-SJC-ZONEC Ito OA 10.1)NW 3JA98318 -111.668338 Ripht CL WINONA SNgle Shouder Gootl _Bgwn 3003611 Gootl Mo(GA) _ - _OA_8.0 W 2224 - - - - 3003612 GWtl R30(C� 12.0 18.0 W ]00]673 GOM R-NS-SJC-ZONEC Ito 18.0W 1225 35499166 -11].668903 Mobt CLOELPHRA SinkShou Good WChenwl 30036]4Good R30BCAl 0.0 0.007 uM 33.400914 -11].868207F M CLOELPHINA Sin eSWWk Gots RWntl M036)S Gootl 0] _ 0.0 0.0 NE 30078]8 GWd 03 0.0 0.0 NW 2227 33.490012 -111.667930RM CL DELPHINA Sinle Shouldm Gootl U-CM1ennel I 3UU36]]Feir R300 CA 00 0.0 NW Appendix 01 Maintenance Zone 2 Sign Inventory Post 10 Location Data Post Data Sign Inventory Post o LatiWde Lc Ilutle Pcsmm. Street FS�� CondMn Material Sion 11 Condition MUTLD Code wWN He IFeuDiood- 2228 33,498721 -11].667410 Right CL DELPHINA lder Good hl Pole 3003878 Good R30B CA : 0.0 0.0 SW 2229 33.498836 -11],66]619 Right CL OELPHINA Single Shoulder GDDtl U{M1an�nl ]0036]9 Caw'] R]OB GA - _ 0.0 D-001:: 300368D Good Ref CA 0.0 2330 33.499297 -11].660869 Right CL DELPHI lder Good Round 3003681 Good DJ_ _ 0.0 0.0 SW 3003682 Good D3 0.0 OA SE 33.499381 .117.660812 Right VIA BELARDES Sinulder Good I Clwnnel 3003683 Good 8308 CJ 0.0 0.0 SW 2231 3003684 Gond R30 CA 120 18.0 SW 300385 Good RNSSJC-ZONEA- 120 16.0 SW 2232 3349982] -111.888]68 R- M VIA SEIARDES u Gootl uan 30036Bfi God R301�__ 12O iBA SW 3003067 Good MSSJC-ZONE 8' 120 18.0 SW 33A99379 -11].668443 Rht CLLUCANA ulder Gadd Light Pde 3003688 Good _R30B(CAS_ 0.0 0.0 NW 2233 __ _3003.98.9 Fair R30(CA) __ _ 12_0__18.0 M_N 3003680 Goad R-NS-SJCZONE8 120 180 NW 33A9949B -11].6668]9 Rohl CL LUCANA Single Shoulder Good Light Pole 3003691 Good_ R1-1 30.0 30.0 W 3003692 Good _R308(CA)_ _ __ 0.0 0.0 W 22]4 3003693 Goad M4-6 0.0 0.0 W 31103694 Good R30(LA) 120 1&0 W 3DD3695 Good R-NSSJC-ZONES 12.0 10.0 W 32489612 -117.666900 Right CL LUCARA Sloill.WhoWder Good I Chonnd 3003696 Gado R-NSSJC20NE 8 120 18.0 E Y135 _ 3003667 Goad_ _ R30BICAL___ 0.0 040 E 30D3698 God1 R81ALA1 _ 0.0 DA E 3003699 Codd MICA) 120 1800 E 33.499790 -11],66]682 Rohl CL LUC6NA Single Sloodde, Gadd hi Pass 3003700 Good _ R30B1CAL _ 0.0 O.O SE 2236 3003701 Good _ R30(CA)_ _ 120 18.0 SE 3003702 God R-NSSJC-ZONE.B 120 1800 SE 33.500082 -117.998393 Mot OL LUCANA Shmestragaider GdPi Room 3003703 aaed _Rif _ W.0 30.0 SE 2237 1 3003701 Fee RN(CA) 12o 18.0 SE 3003705 Good R-NS-SJ020NE B 12.0 18.0 SE 2238 33300105 -117.661420 Right _ OLLUCANASingle Slould_er_Good _ Round 3003706 Gootl 03 0.0 do SW 3003]0]Good 03 0.0 O D Sc 33.5011178 -117.668120 Right VIA BEURCES Sir&Sholtler Good ULhvnul 3003709 Good R308(CA) 0.0 8.0 SW 2239 3003700 God 730 CA 12.0 18.0 SW ]003]10 Fair RWSSJGZONE:B 12.0 10.0 SW 2240 33.50046) .117,658273 Rght PASBEUROES SInB10 Shoulder Good U-CM1ennd 3003211 Good 7308L) N 0.0 0.0567 ]003]12 Good! R-NS-SJC-NW 24.9 30.0 SW 22tl 33.500668 -117.668168 fl ht VIA eEIARDE6 Sin b 61wWtler Good Routs 3003713 Gadd_D3 0.0 0.0 NW ]003]14 Good 03 0.0 0.0 SW 33.300808 -11].88]882 Right PAS 9EIAROE3 31n le ShoulOer GmO C M1t Pale 3003715 Good _R30B(CA]__-. 0,0 8.0 NW 2242 3003717 Cool- R-NSC� _ 120 18.0 NW 3003]P too R-NSSJL-ZONE% 120 190 NW 22U )).301015 -11].868029 " ht VIA BELAROES SN bShoulder Good 3003718 Fair R-NS-S- - - t]A 18.03 ]003]10 Good R-NS-9JC-ZONE B 120 10.0 6 33.501481 -117.889119 Right CL RIO VISTA Simple Shoulder Good UAhennel 3003720 Good _R30 LOLCA) _ 0.0 08 SW 22M 3003721 Ga _ R30 -SJ 120 16.0 SW 300372 fined R-NSSJL-20HEB 120 19.0 SW ]003]29 Ca0.tl O-NS-O32 24.0 180.0 SN 2245 33.501516 -117.669045 Right CLRIOVISTA Single Shoulder Good Squal. 3003724 Good! RI-I, - 3037 30.0667 MIS 33.5014811 -11].66]004 Right ALIPAZ ST SIn le Shoulder Good Light Pole 3003725 Good R8-3a 24.0 24.0 NW 2N7 33.501032 -117.667621 Right ALIPAZST Single Shoulder Good LightPole 3003726 Good u-1LOL__ 3OD3]2]Geed RBJe 34.0 24,0 NW 2249 33.500653 -11].66]386 Right ALIPAZ ST Single Shoulder Good Round 3067728 Good D3 0.0 O.O NW 2349 33.499902 -11].6669]3 Right ALIPAZ ST SIn1a SM1dddee Good Light Pole 3003729 GOM R&3e 34.0 24.ONW Appendix Cl Maintenance Zone 2 Sign Inventory Post ID Location Data Post Data Sign Inventory Poa11D La4Wde Londudd Pond.. Street AwdT ContlNon MaletW San10Coodudon MUTCD CWe WtlN NeIFam OueCNn 2250 33499713 -11].666048 R' ht ALIPAZ ST Single SlwMer Good Round 3003730 Gm! DJ 0.0 DON 3003731 Good 03 0.0 0.0 E 2251 33.499453 .11].666]45 Right ALIPAZ ST Sin le Shoulder Good 5 uem 3003732 Good R&3a 24.0 24.0 N 2252 33498914 49.666606 R hl ALIPAZ ST Shale SMulder Good 5 ua2 3003733 Gold RBOC'., 0.0 0.0 N RS] 33.490020 -1176 6"S"Right ALIPAZ ST Sun Ie SMulder Good 5 uare 30037M Good Me CA 0.0 OA N 2254 33.480308 -11].6665988 M ALIPAZ ST SunIe Shoulder Good S mm 3003735 Good MOB CA-` 00 OO NE 2255 3]49796] -117A667ZIRht ALIPAZ ST Single Shoulder Good 5 nal Pole 3003736 Good R4NS-062 < NO 420E 2256 33.49]92] -117.666917Rhl DEL OBISPO ST Slnle Shoulder Good Square 3003737 Good 82:135 240 30.0E 2257 31497920 417.66]106 R' hl DEL OBISPO ST Sln le Shoulder Good so... 3003730 God G950 OA IBA 24.0 E am 31497924 -11].86]824 Ri hl DEL OBISPO ST SIn Ie Shoulder Good Routs 3003]39 Gootl G8-16 CA 0.0 0A E 2259 33497925 -11766]9]4 RVht DEL OBISPO ST Sin le Shoulder Good Round _3003]40 Good 03 _ _ _ 0.0 OSS ]003]41 God w 0.0 0.0 E 2260 _31198011 -1 17,66H60 R M CL REYNALOA Sun le SMulder Good U-Channel 3003742 Goad RUB CA 0.0 0.05 3003743 Good R81MCAI 0.0 OAS 2261 31198314 -I17SSBOWRight CL REYNALDA Sho Ie Shoulder Good U{hanrol 30037"Good R-NS-SJC-NW 14.0 30.05 2262 31490534 -117860069 R- M CL REYNALOA Blood SMulder Gootl LLChanml 3003745 Good 8300 CA 0.0 0.05 33.490018 -117.668200 R M CL REYNALOA Single SMulder _Good U-ChannN 3003746 Good Rt-1 _ 30.0 30.0 N 2263 _ _ 3003747 Good RJOfi(CAI___ _-0.0-0.0 N 3003748 GOod 144.6 OC O.ON a" 33.497917 417.668291 RION DEL OBISPO ST Sin Ie SMulder Good U-Chnoml 3003749 Good M-I SSL25 OA 0.0 E 2265 33.49]91] -11].688618 Right DEL OBISPO ST SInie SMulder Good! U-CMnml 3003750 Ga S17(CA) 0.0 ODE 7166 33.497919 -117.6611943 R N DEL OBISPO ST Single SMulder Good Round 3003751 Good D3 0.0 ODS 3003752 Good W DO 0.0 E 2267 33.407911 wl!T66075 RION VIABELAROES Shoals SMulder Good Signal Pole 300Om Good R1041, 0.0 0.0S 2268 33.497935 -117.969228 R' ht DEL OBISPO ST Good Sod Meat 3003754 Good D1.2 0.0 0.0E 3003755 Good R104h 0.0 0.0 E 33.49]928 -117.6692]0 Right OELOBISPOST 51 leShoulder Good YAtod Post 3003756 Good St-1 _ 30.0 ]0.0E 2269 3003757_Goo_d S9-]XING) 0.0 OA E 9003759 Good 830E CA 1&0 18D E 2270 33.49]955 -11]6696]3 Rind DEL OBISPO ST 514 IB SMuWI Good S wm 9003759 Good 95O CA 111.0 NA E 2171 33498169 .14.670161 R" hl DEL OBISPO ST Sin Ie SMulder Good Suam 3003]60 Gaatl R30FC 30.0 30.05E ]003]81 Good R30F CA 14.0 18.0 5E 2273 33,498422 -In.6711057 R" N DEL OBISPO ST SNIe SMMr Goad LLid PoI0 3003763 Good R30FCA 30.0 30.0 BE )3498453 -n>67ID67 R' h1 DEL OBISPO ST Tidal,SMoker Good Laid Pab 3003764 Good Wt-1L 304 30.05E 2274 _ )003785 Good 97W- 24.0 18.0 BE - 3003]66 Good R30F CA 24.0 18.0 BE 3349663] -11].671644 Right DEL OBISPO ST SI I*Shoulder Good Lynn Pam 30D3767 Good_WJa 30.0 30.05E 2275 3003760 Fal R40 CA 120 18.0 BE 3OM769 Good R30F CA 24.0 184 BE 314986]5 -117.671775 Right DEL OBISPO ST Single SMulder Good Round 3003770 Good DB 0.0 0.05E 2276 3003"1 Fav D3 0.0 0.0 SW 300342 Good 810.7 120 24.0 SE 33.498801 -117.671811 Right PAS TERRAZA Sm m Shoulder Gootl U-cmnml 3003n3 Good_W 45SJC-HATS 0.0 0.0 5 224 30o3n4 rd R34 30.0 30A S 3003775 Good R30(CA 12.0 ISO S 9003]]6 Good R-NSSJC-20NE H 12.0 10.0 S 33.49952] 117.6711M Right PAS TERRA2 SIn mSMulder Good Light Pole 3003777 Good R34 30.01 30.11SW 2278 300300 Good R30 CA 120 180 SW 3003779 Good R-NSSJCZONEH lzol 18.0SW 33.500238 -W671612 Right PAS TERRAZA Sue918 Shoulder Good Sue. 30037BO Good Rb '2:012 SE 2279 3003781 Good 830 CA 12.0 111.0 BE 301 Good R-NS-S9CZONEH 120 111.05E Appendix Cl Maintenance Zone 2 Sign Inventory Post ID Location Data Post Data Sign Inventory Poet lD Latinda Lonaftel, Pa9ieDn Street FS�Mer Canadian Material Sion ID Codertion MUTCD Code NBdlh Hei hl Faces Mended 2280 33500836 -11).6)1)0)7 ht PASTERRAZA dar Good Souse 3003783 Good R30CA, 12.0 10.03 3003784 Fae R-NSSJC-ZONEH 120 18.06 3281 33.501639 -11).6)19]3 Right PI STERRA 7SIngle er GoodLight- Pule 3003785 Good R3. CA 120 1B.a SE 3003)06 Good R-NSSJCZONE H 120 18.0 BE 2282 3].5022M -11).6)2509 Right PAS TERR er Good C M Pole 3003)8)Gootl no CA) 12.0 10.0 SE3003]08 Good R-NS-SJGZONE H' 13.0 18.06E2283 33.501966 -11).6)23]0 RM PAS TERRA tler Grwd L M Pole 3003)80 Gootl FOO CA) 120 18.0 NW300]290 Cd R-NSSJGZONE H 120 18.0 NW2284 33.501608 -11).6]2405 R' ht VIA ESTELRA der Gootl 5 ... 300)91 Fav R301CA 120 18.0 E3003)92 Good R-NSSJC-ZONE H 12.0 10.0 E33.501854 -11).5)3278 R' ht VIA ESTELDA ltler Good Round 30D3793 Good OJ _ 0.0 O.O SW 3003794 Goad 03 _ O0 __ 0.a 3E _ 2285 3003)95 Good _ R1-1 30.0 300 SE 3003796 Good _R30 CA _ 120 18.0 BE 3003)97 Gone R-NSSJCZGNE H 120 19.0 BE 2206 33,5D1S47 -117.673302 Right AGUACATE RD SIn Ie SMulder Good ht Pala 9003)08 Good _ R2-1 JO) 24.0 30.9 SW 3a0P99Goad 0314-2 30.0 30,0 SW 3207 33503212 -11).6)2807 R" hl AGUACATE RD Sin le abandon, Good Rauntl 3003800 Good _ D3_ _ _ OJI 0.0 SW 3003801 Gwd W 0.a 0.0 Nov 2288 33.503210 -11).87414 R- hl GL ROBERTO Single Shoulder Goo ! Nbotl Pdel 3003002 Dead W416VSJC-NATS 0 0 0.0 NW 300380] R-NS-SJC-NW 24.0 30.0 Nov 2289 33.501876 -01).869885 R hl VIA ANA Single SMuWer Good Round 3003804 D3 _ 0.0 (IA NE 3003805 03 0.0 0.0 3E x390 33.502372 -117.669662 hl VIA ANA 31n W Shoulder Gaotl Rauh 3003806 03 ___ D.0 0.0 W 3003807 D3 0,0 0.0 S 3291 33.50281] -117.6)03628 ht PAS RITA 31n 1e3MuWer Gone N-Channal 3OD3808RODa CA 0.0 0.0303 792 33S07M -117.670552 Reid 1 PAS RITA _S[n le SMulder Good Round 3003009 D3 0.0 0.0 E 3DO3810 D3 0A D.01N 2293 33.503207 d17E7200 R ht PAS DON JOSE Sime 3Muker Good Round 30D3811 03 0.0 0.03E - 2294 ]].503263 -11).67120 Lefl CL ROBERTO 31n Ie 3lwWder Good Wild Pole ]OW 012 Good R-NB-SJC-NW M.0 30.0 W 2295 31503181 -11].671427 R' ht CL ROSERTO Sin le SMuleer Gaotl UChannel 3003013 R1.ir. _ 30.0 30.0 SE 2396 33.50349] -11].67458 R ht AGUACATE RD Sin Ie3houlder Good Light Pole 3003814 MI CA o.o 0.0 603 M7 33504638 -117.671884 Right AGUACATE RD Sudanswum., Gaol U-Channel 3003815d OM4-3 1B,o 18A SW 3208 03.SOIBH117 67 R' ht AGUACATE RD S' bSlwultler Gaol U-Clunrrtl 3009816 Good WJi CA) 0.0 0.D SW 300]817 Cyn] CM4-3 iB.O Has 603 700 3345MM -117.07235 Right SACARYJM LN Sin eSMWtler Dead U-CMnnel 3003010 Good ft1O1 Mad _ 120 10.a 3E 3003819 Pak W-NSSJCCAP 14.0 BA SE 33.504353 A17.872326Rant SACARAMALN SI b3MWtler Good UCMnMI U0332D 5aM R101MW) 0.0 0.0 SE 2900 3003021 Good R26FANd 0.0 0.0 SE 3003022 Gond R26F Motl 0.0 OA NW 2301 33.506277 -117.67467 Right SACAMMA LN Single ShouWar Gone Square 3003023 Good R26F Mod 0.0 0.0 SE J-__- ]00]B24 Gaotl - R26F Motl 0.0 0.0 NW 2302 315D640 -l17.674a47jRl& SACAMWI LN Sin le SM a Good! UCMnnel 30038M Dano 726 0A) ___ 120 18.0 3E ]00]826 Good R-NSa198. 0.0 0.0 3E M03 33.50692) -11).674854Right SACAMMA LN SInbShoulder Gaotl "Waal 3003027 Gootl R26ICA) 12.0 18.0 NE 3003820 Good- R-NS-D98. a.0 0.0 NE 2304 33.502835 -117.672955 Right AGUACATE RD SIn IOShoulder Good UChennal 3003829 Goad R471 30 24.0 30.0 NE 2305 33.503262 -117.674680 Right VIA ESTELITA Sid,W Shoulder Good IFCMnMI 3003830 Good W SSJCJ T3 _ 0a OA SE 3003031 Gooa R-N3SJLNW 24.0 30.05E 23% 33.5Ds 60 -117 67034 Mom VIA ESTEUTA Single SMulder Good Rauh 300032 Goad O3NE 3003033 Geed OJ 0.0 0.0 SE 2307 33.50433 -117.677045 Right VIA ESTELITA Sin Ie Shoulder Good 3 ue 300]034 Gooe G8-16 CA oa 0.0 NE Appendix C1 Maintenance Zone 2 Sign Inventory Post ID Location Data Post Data Sign Inventory Post lO bOWtle LaniWtle PoaNO. Street 1sse1T 2:=2 Mahriei 6n10 &.29.- MUTCD Code WdM thelght Fix Detection 2300 31502101 -117.874765 Right VIA ESTELJTA Sin le Shoulder Good! Rountl 3003835 Gootl_ 03 _ 00 _ 00 NE ]0030Good 36 D3 00 0.0 NW 2309 33.5D181] -117.673636 R' M VIA ESTELITA Sinle Shoulder Good ht Pole 3GO3837 Felt Ri-1 300 30.0W 2310 33.5D1]46 -11].6]3348 Right VIA ESTEUTA Single Sloultler Gaatl S .. 3003B38 Gootl R30(CA) 12.0 18.0W 3003830 Good R-NS-SIC-ZONE H 120 18.D W 2311 33.501470 -11].6]2419 Fight VIA ESTELITA Stimle 5huider Good LyNt Pats 3003840 Good! R3gCA) 120 18.0 W 30W041 Good! R-NSSJC-ZONE H 12.0 18.0 W 2312 3359531 -11].6]2100 Right VIA ESTELRA Slight Shoulder Good Round 3003042 Good _ D3 __ _ 0.0 00 N 3003843 Goad 03 0.0 0.0 W 2313 33.501201 -11].6]1942 Right PAS TERRAZA Single Shoulder Good Light Pose 3003844 Good R30 CA)_�_ _. 120 18.0 N 3003845 Good R-NSSJC3GNEH 120 180N 2314 33,500028 -11]6]1453 Right _ PAS TERRA2A_ S_g Shodder Good_ LUgM Pde_ 3003846 Good _ RJll(GA) _ 120 _160 NW 300384]Good R-NSSJC-ZONE H 12.0 18.0 NN 33.490844 -11].6]1860 Right PAS TERR SNIe Shoulder Good U-0M1annel 3003840 Good RIA 30.0 300 NE 2315 3003849 Gaad R30 CA) - _ _ 12.0 18.0 NE �_ 3003850 GWtl R3-7R GZONEG 12.0 1110 NE 2316 33488]9] -11].6]2099 Right DEL OBISPO ST Single SMUMer Good 1105011 post 3003851 Good R3-]R 30.0 300 SE 2317 31498866 -11].6]2456 Right DEL OBISPO ST SingleShoulder God 1}CM1anM 3003853 Daatl WtSL 166 2405E 27.0 33.496669 -11].8]25Q Right DEL OBISPO ST Bln le Shoulder Geed U-CM1annel ]O0]053 Gaod W1-8L 10.4 240 BE 2319 33.490866 -11],6]26]2 Right DEL OBISPO ST Sirel Shoulder Good J-0hennel 3003054 Gootl W1-8L 130 24.0 SE 2320 33.4911861 -117,8R]NRM1t DEL OBISPO ST Single Shoultler Good U-Channel 3003855 Gootl W1-BL 180 240 SE 2321 33498869 -11].8]2850 Right AGUACATE RD Good 5 rel Meet 3003856 Good R3-0 _ 30.0 30.0 SE _ 3003057 Goad D3-1a 0.0 D,0 SE 2322 33498859 -11].6]284]Right AGUACATE RD SinlSbWd,r Good U-0hWdel 3003558 CYntl W11R 111.0 24.0 SW 923 3349BB70 -117.6]2852 - ht AGUACATE RD Sinle ShooMer God U-0Mnnel 3003859 Gead WFBR leo 24.0 SW 2324 33498914 A l 776]2895 ftht AGUACATE RD Sidle Shoulder Good U-0hennel 3003060 Gccd Wt-BR 18.0 24.05 2325 _33.499105 -11].0]2973 Right AGUAOATE RD Sin le Shoulder Good U-G9nnel 3003861 Good R2-1(30) _ 24.0 30.0 SE 300380121 Good W-NSSJC-HATS (LO1 00 SE 2326 33.501755 A1].6]35]0 Right AGUACATE RD _ Sirple SbWde1 God_ Rountl _ 3003863 Wd D3 _00 0.0N ]00]044 Gad D3 0.0 0➢E 2327 33.5012]9 -11].6]3]93 Right AGUACATE RD Sinha Shoultler Good VNd Post 3003865 Fee M,NL 300 30.0 NE 2326 31500950 -11].8]3988 Right AGUACATE RD Sln le BhouMer Good U-0heopel 3003866 GrXvxl OM2-1V 0.0 0.0 NE 2328 33500794 -11].6)4051 R' ht AGUACATE RD Single Shoulder Good J- runnel 3003887 Gad 18L 18.0 360 NE _ 3003888 F. 3.3 O180 18.0 NE 2330 33<99261 -11].6]3211 Right AGUACATE RD Single Shoer Nkd uldGootl Post 3003869 F. 30.0 30.0 NW 2331 3_34.98083 -117.673042 R' M AGUACATE RD Single Shouter Good S' nN Polls 3003870 Gootl R9-3s 0.0 0.0 E 3003871 Gnd R9-31, 0.0 0.0 E 33.488805 -11].8]3061 Right DEL OBISPO ST Good Signal Meat 3003873 Good 03 __ 0.0 0.0 E _ 932 3003873 God 41,R _ _ 30.0 30.0E _ 3003874 God W4 0.0 0 0 5 2333 33.488126 A 1].e]3e27 Right DEL OBISPO ST Single Shoulder Gad Square 30038]5 God VAS 30.0 30.0 NE 2335 3349]525 -117.6]432]Right DEL OBISPO ST Single Shredder Gootl sou., 30D38]0 Stood R&TR 30.0 300 NE 2335 3348]99 -11].6]4]13 - ht DEL OBISPO ST Slnle Shoulder Good Square 30D3878 Good R93a ]0.0 36.9 NE 2338 33406800 -117 6]4852 Right DEL OBISPO O ST Sin le Shoulder Good Signal Pole 30038]6 Good R93a0.0 O.O SE 2337 3].4889]] -117.8]4866 q' M1I CL ASPERO BIr01e Shoulder Good S dl Pao 3003870 Good R26(3)(Cq). _. 0.0 0.0 S 3003880 Good - W14- OA DO SE 7.]30 33.487033 -11].8]49]1 Right CL ASPERO Sin_ple Shoulder Good 1}C1annN 3003881 God W14-2 30.0 30.0 SE 3003892 FYxtl FDt 35 20.0 30.0 SE 939 334972118 -117.8]50]0 Right CL ASPERO SingleShodtlar God Square 3003083 God R26 S CA 0.0 0.0 SE 2350 33.40]240 -117.8 MSD M CL ASPERO SIn le Shoulder Good S ua 3003884 Good R2GS CA 0.0 0.05E 2341 33.488269 -11].8]8]03Right CLASPERO Sio ShSheu Gootl Round 3003805 God W_ 0.0 0.0 SW 300365fi God D3 0.0 D.0 SE Appendix Cl Maintenance Zone 2 Sign Inventory Post ID Location Data Post Data Sign Inventory PDet ID LaBW. Lon itutle Paslun Street AmtT Condition Malenel Suit ID Con loon MUTCD Cotla W Un Heirrid FaoeDid, on 33.488072 -11].6/]005 R- M CLASPERO Sidale Shwld. Good Round 3003887 Gad 03 _ __ 0.0 0.0 SW 2342 3003888 Gxd D3 0.0 D. SE 3DO3889 Gootl W-NSSJC-NAYS 0.0 0.05 2343 33,491 -11].6]0]30 R' ht CLASPERO Slnle Shoulder Good U-Channel 3003080 Good W-NSSJC-NATS S. 0.0 DD SW 23" 33A98433 -11].8]8834 Right CLASPERO Slnle Shoulder Good Round 3003801 Goatl D3 __ 0.0 OA SW 3003882 Gooil 03 0,0 0.0 SE 2M5 33AN932 -117.6]9]O9 n M CL ASPERO Sin l0 5rndLr Good Routs 3003083 Goo] _ 03 0.0 0.0 504 3003884 Good D3 0.0 0.0 SE 2348 33.500456 -11].680630 Iii CLASPERO Single SM1OWdar Fal, Round 3003085 Good 03 0.0 0.0 SW 3003880 Good 03 0.0 0.0 SE 2347 33500528 -11).6806658 M1t VD,O GNDA Sinle Sinai Good 5 cm 3003897 GOod W-NS-SJC-NATS 0.0 0.0 SW 2340 33.5.00617 -11_].6813]5 RgM CLASPERO Sin91e 5hoWder Gootl NW_d dual _ _ 3003898 Good Wit-] _ 30.0 90.D SE _ 9003990 Good Wtt-] 0.0 0.0 SE 2349 33500811] -11].681304 Right CLASPERO Sln Ie Should., GooRound Paul 3003900 Fair Rgga(Modadl 0.0 O.06W 2350 31500813 -18,68131.3 R_ hp t CLASPERO Sin Ie Should., er GRound 3003901 Gots 03 0.0 0.0 Sw SE 3OD3903 Good D3 0.0 0.0 SE 2351 33.500882 -11].601306 Right PEPPERTREE BEND Sinle SlwWtle, Good iInia 3603904 Good O-NS CJ PETS. 0.0 0.0804 2352 31590904 -11].681548 Right PEPPERTREE SEND Sinle Sluudar Good rdPole 3003904 Good O-NS-SJC-PEMASTE D0 0.0E 2353 33491-4979" -11).603591 Right PEPPERTREE BEND Sin Ie Shoulder Good Lord Pale 3003805 Good D-NSSJC-NATS STE - 0.0 DA E 2354 33A8]]1B -11].683)00 R' ht PEPPERTREE BEND Sin le 5hodder Good ucnennd 3003909 Good W-NS-SJC-NATE OA 00 NE 2355 3iAei 117 682755 R!Lht CL RICARDO Sin Ie SMWer GOW Round 300398Good 3 _ 0.0 ON 3003969 Good DD3_ 0.0 OAD E 2356 04.49]61] -11].6]11085 R' ht CL RICAR0O Single Shwaultler Good Round 3003800 Good D3 D,0 0A W 3004910 Gaoul 03 0.0 0,0 N 2357 33.49)4710 -11].8]8014 h1 vwnucw Sm b5hlder R auir goYlld 3003911 Gadd 03 0.0 . E 003813 Camtl 0 3 D3 0.0 0.00 N 2358 33496957 1].6]8254 Ri ht PAS DE JJiSln b SM1udtler Good Llold Pole 3003913 Good VFNSSJG;3AT5 OD 0.0 E 2359 _3349566A 6 -11 7.6]i637 Right VIA ALIGw Slo le$Iwultle, Good gOYlk 3003014 Good 3 0.0 Good eo N 3003815 G tl O] 0.0 0.0 W 2360 33.497933 -11].6]6464 R ht CLRICARDO SidiSM1wNeGd oml 3003916 Fav RI-1_ 30.0 30.0 SW 23151 336497933 - 1].04956Right CLASiPgRo Single Sloadulder Good Rand 3003817 Good D3 _ 0.0 0.0 NE 3003918 Good 473 0.0 0.05E 2362 33A87856 -11].6)8025 Right CL RICARDO Sin le Shoulder Goonel 3003910 Good :NSSJC• S::L<.: 0.0 0.0 NE 2363 33.49]483 -117.678071 Right CL RICARDO SN le 5hoolde, Good Round Rountl 3003920 Good 03 0.0 05 SE 3003831 Gotiod 473 0.0 0.0 2361 33A9)611 -11].8]]182 Right CL RICARDO Sidi Shudder Good Rourld 3003922 Goad 03 w 0.0 0.0 W 3003924 Godull 03 0.0 0.0 N 2365 33497280 -11]6802N RdIU CL RICAR0O Sin le SM1odtler Good Round 3003824 Fair DJ 0.0 0.0 5 _ 3003925 Good OJ 0.0 0.0 E 2366 33.59002] -117.67869] h1 AVD EVITA Sidle SlwWtler Good Round l W03926 Gactl Dili1gAT3v�4-•64T+ 0.0 D.OSW 2367 33.5019] -11].8]8601eht AVD EVITA Sinle Slicker Good Rauh 3o03B2)Goad GB-16 CA 8D OAS 2360 33.501]88 -11.8)8]08 Right AVD E"TA Sin Ie Shoulder Good Older 300]620 Cn4cel 0 1 18.0 18.0 5 2369 33.501800 -11].8]8]10 hl AVD EVITA Sinle Shoulder Four Ober 90119829 CIIOnI D3 18.0 1005 2370 33.48)500 -11.801fi10 RR- h�AVD EVITA Single Slwulder Fed ROuotl 30038]9 Gwtl D3 0.0 0.05E 9009891 GDed 03 0.0 D.0 NE 2371 33,197676 -117.682488 RiBM_CL RICAR_pO _ _ SiOgb ShOdbr Good RD_u_M 3004043 Good 47_3__ el_I OA SE_ 30038]3 Good 09 0.0 0.0 SW 2372 99.49]893 -11.683268 Right CL RICARDO Single ShOdtlef Good YYootl Poet 9099894 Gootl 0411-7 ]0.0 30,0 SE 3003895 Good Wtt3]SUPP 0.0 0.0 SE 2373 33.404931 -11.803383 t CL RICAR0O SN e6MWde, GDDtl Rmlb 300]8]8 G'J 03 _ 0.D OA SW 900983]C tl D3 0.0 DA SE 23]4 33.500142 -11].800323 R' M CLASPERO Mould 5Multler Good Nbatl Poat 30038]0 Good 12-1 35 39.0 90A NW Appendix Cl Maintenance Zone 2 Sign Inventory Post ID Location Data Post Data Sign Inventory Pas110 LatlbOe Lan 0039 Pin Street AetelTCond. M.W-1 S' ni0 CoMiltln MUTCOCode AMM He id F!2 Dimdbn 2375 33.499192 -11].6)9241 RQIB CLABPERO Slnle$WUMar Good Round 3003939GOW D3 _ 0 00.0 NE 3003940 Gaod 03 0.0 0.0" 2376 33.499417 -11).6]982 Right PAS DE ELENA sindlo51nWd. Good O{Formed 3003941 Good W-NSSJC-NATS 1 0.01 DDINE 2371 33.499376 -11].fi)9035 Right CLASPERO Sinle SWulder Good Light Pole 3003942GOM R111351 24.01 30.ONW 2378 33.49903441).678395Right CLASPERO Sinle SWulder Goad Round 3003943Cd6sl 03 O6NE 30039-Cri6al D3 MN 2379 33.495136 ni7q6nUa RM CLASPERO Sinle SWuMe/ Good Liam Pia 3003945 Good 033-1 36 01 36U" 2380 33.498030 -11].6)65MR ht CLASPERO Surd,SWuMer Good! I Iwnnel 3003945 Gwtl R1-1 30.0 30.O NW M LAS 2381 3349)615 -11].6)51M R' CLASPERO Sin W Shoulder Good Round 3003947 Good M 0.01 D.0 NE 3003948 Good DJ 0.0 0.0 NW 2382 33497589 -117.676190 IUM CLCOBBLESTONE Sin le$WMdar Gootl u-CFannel ]003949 Gootl R2SFiCAl I ODI 0.0NE 2383 33.497510 -11).6]6101 Right COBBLESTONE Sin Ad SMultler Good Round 3003950 Cuod R]d! 304 30.0 SW 2384 33497129 -11].6]5411 R' M CLASPERO Soule Shoultler Goad Whit Pole 3003951 Gwd R26$ CA_ 0.0 0.0 NW 2385 33496089 41)6)51]5 Right CL ASPERO Sin le SMuker Good Square 3003952 Good R261S CA 0.0 BA NW ZJ66 33498861 -11].6)493)Right CLASPERO Sin Ie SMuMO/ Good Signal Pde 3003953 Good R26{S�C�A 0.0 O.O N 3003954 Gootl R9-3e 0.0 r1.0 N 230] 33486]91 - 17.974931 R' M DELOBISPOST Good S MIM-t 3003955 Goof D510.0 0.O NE 3003956 Good RtOib 0.0 ...,NE 2388 33.496682 A1).8)4895 fthl DEL OBISPO ST Sin le Shoultler Good Squam 300395IG95D(lAl 18.0 24.0 NE 2389 33496404 -11),6)5199 Right DELOBISPOST SIn Ie SWuMer Good Suart 3003958 Good WI.I- 18.0 24p NE 2390 33496388 -11].6)51BBR ht GELOBISPOST Sin leSWulde/ Good! $ uaro 30039SH Gaol wl-8 16.0 24.0NE 2391 33.499382 -11).6)5185 R' M DEL OBISPO ST SOW,SWulder Good Store 3003960 Gwd WI-AL. 180 24.0NE 2392 33.4950]] -117.676021 Right DELOBISPOST Sided Sinoulder Good UCWnnel 3003961 Gootl_ R2-1401 _ 24.0 30.0 NE 3003962 ODnd R26 S CA 0.0 0.0 NE 2393 33A91506 -11].6]63]6 ftht DEL OBISPO ST Sln Ie SWUMe/ Good UChanml 300396]GOW 26 CA 0.0 o.ONE 2384 3349/181 A1].6)65&fthd DEL OBISPO ST SinleSMulder Good ULWnM 3003861 Gadd R2GS CA 0.0 BONE 2395 33493833 -117.676909Riht DEL OBISPO$T $in MSfmultle/ Good WChe00el 3063965 Gaatl OM2-1V 0.0 O.ONE 2386 33493]33 -19.6]]012 R- M DEL OBISPO SI Slnd,$botWer Good UChannel 3003968 Fev OM2-1V 0.0 30INE 2397 33A906117 -t t),6"05)R' ht DEL OBISPO ST Single Shoulder Good ULChanml 300396)Gxtl S17 CA .1 O.ONE 2388 33AW6N A l7m677108 Riold DEL OBISPO ST SIn Ie SMultler Goad Round 3603969 Gwd mJ . 1= 30.01 30.ONE 2399 33.49363) -11).6)]1]2 R- M DEL OBISPO ST Slnle Shawder Good Nbad Post 3003969 Good RMSHCA"- 1 0.01 0ANE 240 33AD3314 A1].6)])-R' ht DEL OBISPO ST Single SMulder Good So.,ne 30039]0 wM R26S CA ..I DANE 2401 33.492)30 -11]6)0]]3 R" hl DEL OBISPO ST SLIeSWUMe_r Good Signal Pole 3003971 Gostl R25S)(CA) 0.0 o.ONE 30038)2 Goad R1u4E 0.0 0.0 NE 2402 33.492557 -11767SON Right DEL OBISPO ST Good SmlMuf 3003973 Good R9-3a 0.o O.OSE 30039]4 Gootl R49 CA 0.0 BO 2403 33.4921)3 -19.6)9311 Rigid PASEO DE UPAZ S M$WWm Gaatl Nbad Paal W0397S Fair ..,unn, I -32AII 32.0NE 33.492071 -117.6)944 Maid DELOBISPOST SIn aboddi Good ROunO 30D397fi Gootl 03 _ _ 1 0.01 0.0NE 24m 30039]]Goal Da 0.01 OA$E 3003976 Gootl RI-1 2405 33.481661 41).6]9686 lbohl DELOBISPOST Sin 1e 51wuMer Gaal L -Pole 3003979 Gwtl S17CA 001 0.0 NE 24DB 33.490940 A 9.660195 Right DEL OBISPO ST Sin le Shoulder Gootl LMPoIe 3003980GOod -21351251 1 0.01 06NE 2407 33490/85 A1],680562 Right DELOBISPOST Si Ie SMWde/ Good UCMnnel 300]901 Goo] ft34 30.0 30.0 NE 2408 33490352 -11].6805]0 R,,ht DEL OBISPO ST _Single SWukk r Good Round 3003912 Gootl _ D3_ _ _ 0.0 OB NE 3003983 Good D3 .. 0.0 BE 2409 33490271 A1].680]33 ' t DEL OBISPO ST Sin WSWrNer Good Nbod Paet 30113981God R-NSOBt 36.0 3fi.O 5E 2410 3304881MI -11].681625 hl DEL OBISPO ST Sin le SlpuMer Good Saero 30039135 Good R2-1SSL25 0,0 0.0 NE 2411 33.411954 -11.602015 Righl DELOBISPOST Sl la Shouldm GOad uaro 300]986 Gootl RID-) ___. _ 12.0 246 NE 300]98]Gwd R3-0' 30.0 304 BE 2412 33.48741 -11].605)88 Right CHARRO OR Slo'l.SWMder Good Round 300]900 Good D3 _ _ 0.0 0,05 ]003989 Gootl D3 0.0 OA E 2413 33.459115 -11)CM549nh1 DANAMESAOR Side Slwulde/ Good 3003990[Good W-N$-$JCSBMPtS ODI O.ONW Appendix Cl Maintenance Zone 2 Sign Inventory Post ID Location Data Post Data I - Sign Inventory Past ID I PoalBan I SOeel Aa6etT Conditon Material S n1O Condison .,I'D 1- WqM HeI bt F.Duadlan 2414 33.489414 -11].605128 R' M OANA MESAOR SNbShouMer Goof Round 3003991 Gaod D3 0.0 D.D BE 3003992 Good! p3 0.0 0.0 SW 2415 33!09969 -117.684988 R' hl CARRETERRA DR Sin bSlwuker Gond Round 3003993 Gond OJ 0.0 0.0 SW 3003904 Gootl D3 0.0 0.0 NW 2416 33!88992 -11].003543 R hl 2E!R. OD UR Single SMultler Good Sousse 3003985 Geed Fri30.0 ]O.O N 2417 1 33!011693 -11].69]354 R M pFADWJOp pft SInle Stua lder Good Square 3003986 Good Man OA G.0 W 54111 91488]]3 -11].682345 R' ht DELOBISPOST Sln Ie SMWtler Good Square 3005542 Gaa -- 30D399730.0 N1B 11 340 -11].002181 R M DEL OBISPO ST Sin Ie Slaulder Gaal U-Channel 3003888 Gootl W.15e'T/,-�i;x .y-x_y.,; 30.0 ]0,0 NE 5420 33.48]953 -11].88950 R- M DEL OBISPO ST Single Shoulder Gootl Round 3004000 Good St]CA 0.0 0.0 NE 2421 3140]835 -11].811240]R M DEL OBISPO ST Stadia SM1wlder Goad Round 3004001 Good GB-16 CA 00 p.0 NE 2422 i]3!0]08 -117.882484 - M DELOBISPO BT Sin le SlwuMer Good S uam 3004003 Gmd G95D CA 18.0 24.0 NE 2423 33.48]019 -11].882]]/R: DELOBISPOST (Sad Signal Mast 3004003 Gond D]-ta _ 0.0 0.0N 3004004 Gootl R104p 0.0 0.0 N 2424 ]].48fiB94 -lt].682039 Right DEL OBISPO ST SIn IeSMulder Good S uam 30NO05 Goal R-NSSJCUVERSM 0.0 Do NE 3004006 GOW 032-2(: ]p0 30.0 NE 2425 33.408226 -11].BB9289RItt DEL OBISPO BT Sln le 6fquMn GOW Suam 300400]GNd RY2 30.0 30.0 NE 2426 33.48519] -11].6540]10. Id DEL OBISPO ST SI le Shoulder Good Round 300400x_ 03 _ 0D 0.0 NE 3004009 Good D] 0.0 0.0 SE 2427 1 33.485132 -11).684215 RIn WESTBORNE DR Sin Ie SMWer Good S uam 3084010 Gm! R-NS-SJC-NW 24.0 30.0E 242e 1 31485005 -117.6B4255 R' M WESTBORNE OR Sin Ie ShouMer Goo] S uare 3004011 Gwd Rd-]`.'- ]0.p now 5439 J3ABg21 -11].684250 R M DEL OBISPO ST Shuts Shoulder Good Square 3003013 Good G95D CA 18.0 29.O N 2430 3J.483613 41].60456/ ht DEL OBISPO ST Sin Ie Shoulder Good Square 3004013 Gaol MAR -.0 2OAN 3004014 Good R3-17 0.0 0.0 N 2431 33AB2002 11].BB5I"R M BLUEFINUR Sin Ie Shoulder Good B nal Pd. 9004015 Good ft9da 0.0 0.0E ]004016 Gootl R9-3b 0.0 0.0 E 39.4818]8 -11].98598R hl DEL OBISPO BT Good Signal Meat 900401>Oootl 03-ta - _ 0.0 O.oE NJ2 ]001018 Good -Pl.", l. to 18.0 30.0 E 3004019 GOW R10-3b 8,0 120E 33.481P -117 6 85-29 ' M DELOBISPOST Good S-ignsi Mast 3004020 Gootl Rai 30.0 30.0E 2433 3004021 Gootl O9-1a _ 0.0 0.0 N 3001022(good R10.3b 9.0 1 2454 9.481]06 -11).6852]4 R' hI DEL OBISPO ST Shale Stands., 54 Food otl Sue. 9004023 Good R3.1) 0.0 2X N 2435 33ABA12 Al?685311 R hi DEL OBISPO ST Single ShaYder Good S uam 3004024 Gootl G95D CA 10.0 24.0 54 2436 33.401200 -t 1].685]54R ht MEL O01SPO ST SinbShoultler Gootl Suam 3004025 Gwd ft2rt 5 24.0 30,014 2437 3146000) -11].68536]R' M DEL OBISPO BT Sin le 6houMer Good S uam 30M026 Gwd R&3e 00 0.0 N 33!8]29] -117.60270]R M DEL OWSPO ST Goad S" nal Mast 300402>Good 03-1e 0.0 0.0 E 24389001028 Gaol _Rt14' ---- 0.0 0.0 E 3004029 Gootl R-NS-062. 30A 42.0 E ]3!8]283 -117.fi028N R M1t CM OLANON B SMultler Good LLCMnnel ]001030 Good ft2-1401 NA 30.0 E 2439 3003031 Cswd R26 CA___ 120 18,0E 90NO32[i0.tl R]-1]_ 0.0 0.0 E 2440 33.48]305 -11].68130]R M LM OIL Sin le SMultler Good Rountl 3001099 Good DJ OA 0.0 E 2441 33AS7305 -11].685851 R 1 CM DLAVION Eaton ShouMer Good Round 1 3004054 Fair D3 G.o 0.0 E 2442 33AB]314 -11).696110R ht CM OLAVION SMMSMUMer Good U-CMnnal 9004035 Good M-2 : _ 30.0 90.4 E 30MOM Good R26 S CAI 0.0 0.0 E 5443 -73488-1 41].611 R M DELOBISPOST Si Ie SMultler Good Round 900403]Good D3 0.0 0.0 BE 3M038 Cmnd D3 0.0 0.0 NE 5444 F4-.. -11].6821]5 R' In DANA MESA DR Shale ShouMer Gootl U-CMnnel 3004039 Gootl R2-125 2/,(I 30.05E ]009dOGmtl Wt4-2 30A 30.06E 2445 3348866] -11)b82]6]I M DANA MESA DR Sin Ie Shoulder Goad B .. 9001041 GNd W-NSSJCSBMPIS S vul G.OSE Appendix i Maintenance Zone 2 Sign Inventory Post ID Location Data Post Data Sign Inventory Post ID Lei Lan itode Pei Sheet MeetCDndWon Metedel 5' nID Condi08n MUTCD Code Vit I HeldlitFace Dmi 2446 33.100840 -11].611 Rght OEADNAOO DR SNIe SIwuMer Gwtl RwM 3004042 Ceded JR-'�Olm.a 0.0 0.05E 31 Ga 0.0 0.0 sw 33.489500 -117.601221 - et DEADWVDO DR Single Shoulder Good! Round 30040"G 0.0 0.0 SW 2441 3001NE Good 0.0 0.0 Nw 3004545 Gwtl -1- - 30.0 30.0 sW 2448 33.489386 -11).882163 Right LA CALNA RD sN kSllouWer Gaol Routs 3004047 Good! _ 0.0 O.OW 3054548 GaaE 0.0 0.0 N 3H9 33.49008 -11].681654 Right VIA INEZ RD Single shoulder Good Rountl 3004549 Good 0.0 0.0 SW ]054050 GOotl 0.0 0,0 SE 2450 33.490229 -11].685345 R' M1l PURPLE SAG ELN Sln lesMultler Goatl USNnnN 3054051 GOW I-J 18.0 10.0E 2451 33.490354 -11].6053598 h1 PURPLE SAGE LN Sinle SMUWer Fair UPCMnnel.. 30NO52 Fah 2&ICA 12,0 1860E 2452 33.490354 -1176653548 W PURPLE SAGE LN SNIe Sl,ouber »M ICMnnd 30NO53 GoW 1-3 18.0 10.0E 2453 33,490185 -117.605364 Relit PURPLE SAGE W Sln le SMultler GoIXI U-Channel 3004054 Fair I-] 10.0 18.0 E 2451 33A9NB8 -11].684646 Riehl CARRETERRA DR _ _Stn MSMuMer Gots Round 3054055 Good! Do 0.0 Sw 30NO55 Good 0.0 ox NW2455 3].4547" -017.88]855 R' hl CHARRO DR stn IeShoulder Good Round 30NO57 GNtl _ 0.0 0.47 N30MOSS Good OA 0.0 W2456 31400695 -1176B3524 R' M DEADMOO OR Sin Ie Shoulder Gootl eem 30055tl Gaod30.0 30.0 SW3054059 FW K` 30.0 30,0 SW245] 33.48]61] -01].684880 R' ht CHARRO DR Sin lShould., Good Round 3ON06D Gmtl _ 0.0 0.0 E3004061 Goi 0,0 0.0 S2450 33.48]334 -11].61111 ht CM OL WON SinleShoul Good Rountl 3004082 Good 0.0 0.0E2459 33AR7091 -11].6089]8 FiM CM DLAVION Sin NSIauWer GOad 6 ua 30"063 Gsed 5 471 M.0 36.0 S33,1541" -11].606608 ht CM DLAVIOR Sin Ie Slwultler Good L' ht Pole 3"4064 Good 40) __ 24.0 30.0 W3004NS CaoW 0.0 O.OW5460 3004066 Gwd (CA)__ __ _ 12.0 10.0 W _ _ 30B1"]Goodi R3A7 _ 0.0 0.0 w 30"000 CAW Mb6 - OA 00W 2461 33.40]080 -11].6"BMRhI OM DL AVION Sin le SlwuM.1 Good RDund 3004069 Good DJ 0.0 O.ON 2462 33.4870% 1.117.663Mht 84381 Pl nt CM DL AVION Sin kSlgWtler Good Round 3004070 Good R-NS-0471 SEA 36.06 2463 09.40]09] 04194RIn CMOLAVION Sin la Si Goad Lihl Pole 30NO72 Gmtl W34 300 30.OW NN 33.48]114 03690 ft- hl CM OL AVID" Sin le SMWdet Gaol Rountl ]0040)1 Gmtl 03 0.0 0.0 w 2165 J3.48]09352821RM DEL 0015PO ST Sin Ie SMUMer GCOd Round ]0"0]I Gmtl Ri3A _ 47.0 Di 2467 246) 3].5"5>e 80313 0.' M ALIPAZ Sin le SMUWer Gadd Square 30040]8 Good R30B CA 0.0 0.0 6E ]].198889 60028 R hl BEIARDES _ _ _Si SM1OJtler CAW IFCMmM 305408 Gwd 8308 CAL_ 0.0 D. 5 2468 _ _ ]0"0]0 Gaotl 830 CAS _ 120 18.0 S 30"549 Good R-NSSJC40NEA' 12.0 18.06 2469 39.49908.1 00254 " ht DELPRINA Si SlbMer Ciao! 4Chumi 3001080 GoW RJ00CA OA 0.06E 33A9]92] 66503 ht DELOBISPO Good S" nal Mast 30040Bt Good R]3a(CAL__ 0.0 0.0 E 24]0 30"002 Good R-N5-062 - 30.0 42.0 E 3D04083 Good 0101-1c 00 060 E 54]1 33.5546" 70]]1 R M RITA Sin Ie bhouWer Good Li NPale 30040"Good OMt-3 18.0 100 E 2472 33.50598fiM99R ht SACARAIM Sinle Shoulder Good "i Poe, 30MOSS Go. WNSSJC-CAP 24.0 9.0 NW24]3 33.5020006]3568 R' hl AGUACATE _ Single ShouMer Good _s uem 3004006 Good RMaLMOCf__ 0.0 0.0 E ]05408]Good 0046 CA 0.0 0.0 E 2474 33.501400 -1.1_].6)3]_8_ Ri AGUACATE Single Shoolder Good Round __ 3004085 Good 03_ 0.0 0.0 NE_d 3004089 Good 03 -0.0 0.0 NE 2475 33AIll -117.6]31"Lon AGUACATE Single Shoulder Good U- of 3004090 Good OM2-1V 00 0.0 NW 2476 ]1.4998]4 -19.6]3]84 Ri h, AGUACATE Single Shoulder Good U-Channel 3004541 G4tl OM2-117 0.0 OA SE 24]] 33.499541 41].6]3601 Right AGUACATE Sn le 5houlder Good WEotl Peel 100492 Gwd 03 0.0 0.0 NW 2470 33.494305 -1176047688 hl PEPPERTREE Sined, Good L MPde 194093 Good O,NSSIC-PErvJASTE " 0.0 0.0E 54]9 116096]" -11].681921 Ri M PEPPERTREE Shod,SMuldar Gaetl LightPde 3004094 GeW 0.NSSJCfETWASTE 00 O.O W Appendix Cl Maintenance Zone 2 Sign Inventory Post ID Location Data I Post Data Sign Inventory Pnsuo Leliluae Lo Haas I PasNon I I PeWtTYM I cunanionMmenal s w comwn MUTCD cede I W M I Re t I F—nim ien 2480 33AB7D7 -11].602]9]R' At AVIGN Sin le StwuWer Gootl 5 rel Pole 3004095 Goan R%NS-962 30.0 42.0 E 2401 JJ.40]J12 -11],605]26 R' M AVIGN Sin le SM1OWaer (nM 3 ua ]004086 Gaatl RMS G 0.0 0.0 E 2482 33.48]0]6 -117.6859181Rht AVION n Ie SWuMer Gooa 6 ue 3004097 GO D3 0.0 0.0 W 3398 33.4982]3 -11].6]0468810 DELOBISPD ST SNIe SI der u11. tl 3003762 Gooa R2-1 SSL95 240 48.0 SE 3415 39.48]]10 -117,6036401 bin IeSMulaer Gootl S aero 3005559 Geoa 97142 N.0 24.0 NW U16 33.492160 -11].6]9090 Sin Ie SMUNer Gaaa 5 uare 3005550GOW R35R 18.0 240E 3422 3J.4884]0 -11].88>4fi0 Sin b SM1ouMer Gaatl 6 uem 30055]3 G N7-5a 12.0 18.0 NE Lwand Suppotle to Be Rep%"" FAROW 6,.b Ee Repvlretl CITY OF SAN JUAN CAPISTRANO CITYWIDE SIGN REPLACEMENT PROGRAM Appendix D1 —Maintenance Zone 3 Sign Inventory Appendix D1 Maintenance Zone 3 Sign Inventory Post ID Location Data Post Data Sign Inventory Pneuo LaSWae Le iNaa I Petition I slreei __8!jgLTjp Coni Marina! Sion ID Duration MUTCC Code WfdVr HaIM F..Mandan 596 33.536848 -11].666]90 R hl VILLAGE RD Si Ie SMWIer Goon Square 3000913 Saw RIUM CA 0.0 0.0 SE m 569 33.536864 -11].66]455 R' M VILLAGE RD Smile Shoulder Good Round 3000914 Good! D3 _ Do 011E 3000915 Goa 8009 CA -- U.0 0.0 E 600 33.536911 -11].fi6]9]BRM VILIAGERO Sin le Shoulder Goa Round DD00916GOW D3 _ 0.0 0.0S 300091]Goa D3 0.0 0 0 E .01 33.536784 -11].668100 R ht VILLAGE RD Sin !e Shoulder Good San,, 3000918 Good R30B CA 0.0 0.0 E 602 33.5985]0 -11].666546 R' hf VILLAGE RD Sin le Slwuli er Gootl Round 3000919 Goa D3 0.0 OO HE _]3.5364.05 -11T._668678 RyM VILI-A No_ Sinple Shoulder Gwd LgMPole_ _3000B2OGood R2-1125) _ _ 24.0 311.0 NE 603 3000921 Goa R30B CA 0.0 0.0 HE 3000922 Good R-NS-SJC-NW 24.0 30.0 NE 604 33.536065 -11).66B014Rht VILLAGE RD Si Ie Shoulder Gootl Round 9000823 Goa_ D3 _ 00 0.0 NE 3000924 U. R3OR CA 0.0 0.0 HE 33.535335 -117.669485 Right VILLAGE RD Sin .Shoulder Goon Round 3000925 Goa D3 _ 0.0 0.0 E 605 3000926 Good D3 - 0.0 0.0 N 3000927 Good S-001 36.0 We W 606 33.535292 -11].689460 heart AI IAGE RD Sink Shoulder Good Who Palo 30OD928 Fair RBOB CA 0.0 0.0 N 33.534035 -11).669580 R' M VILLAGE RO Sin le 6houldar Goa Routs 9000829 Goa D3 O.o D.0 NW 607 3000830 Goa D3 0.0 D.0 N 3000931 Goa 305 CA O.0 00 N 608 534327 -112669601 Heart VILIAGE RD Sin le Shoulder Good Li M Pok 300832 Good R308 CA 0.0 0.0 N 609 33.534122 -117.669600 Mod VILLAGE RD Soule Shoulder Gnoa U-Ch.he.I 3000933 Goa R2-1(25) 24.0 30.0 N 33.533761 -117.669721 R M VILLAGE RD airline Shoultler Gwd 5 ue 3000934 Goa D3 00 00 E 510 3000935 Goa_ D3 0.0 D.0 N 3000936 Goa R-NS-001 - 36.0 JSR W 611 33.533694 -11].8896]2 R M VILLAGE RD Si lShauld r Goad Square 3000937 Goa R30S CA 0.0 0.0 N 612 33.63302 -11L669845 R' M VILLAGE RD Single Shoulder Cma square 3000930 Goa R30S CA 0.0 0.0 N 613 33.532418 -11T.6]0104 Ri ht VILLAGE KID Sin le Shoulaer Gwa U-Ghennel 3000938 Goa R2-125 24.0 30.0 HE 3000940 Goa R309 CA 0.0 0.0 NE 629 33.523305 -it].fi66116f Float RANCHO VIEJO RD Bin le Shoulder Good Sue 3008]3 Goa R-NS401 36.0 36.0 NE 630 33.52]]34 -11].6661]9 Right AN VIEJO RD Slnle ShoYWer Gootl Light 30 913 Goa W2-2'. 30.0 30.0 SE ]0009]4 Goa R26 CA o.0 0.0 SE 6" 33.524106 -11].666545 F M RANCHO VIEJO RO Single Shouter Gootl S care 3000875 Goa G95D CA 18.0 24.0 SE 632 33.524]50 -11].666041 R' ht RANCHOVIEJO RD Soxe Shoulder Gootl U-0hennel 3000976 Goa RI-I 30.0 30.05 30008]]Fair 51]CA 0.0 0.0 S 633 33.524]40 -11).666982 R' M RANCHO VIEJO RD gSMulder Shoulder Goa Round 3000979 Fair 03 0.0 0.00 3000979 Fair W1 0.0 0.0 W - W.524965 -11].666]92 Cankr RANGNO VIEJO RD alOer Goa Li ht Pole 3000980 Good 144-7 _ 30.0 SOO W 634 ]00091 Good R4-) _ 18.0 24.0 BW ]000982 Fair OM1-3 16.0 18.0 SW 635 33.524899 -117SS6704 R' hl MISSION HILLS DR UWar Gia UChennel 300963 Good R2-1(30) 24.0 30.11 W 638 33.523]90 -117.663803 Cenkr MISSION HILLS OR ultler Gootl Li ht Pde 3000984 Fair OM1-3 _ 18.0 te.0 W 3000885GaotlFWF 13.0 240 E 63] 33.523648 -11].663P1 R' ht MIBSION HILLS DR houlder Goad LIho 3000986 Good R-NS-SJC-NW 24.0 30.OW 630 33524585 -11]b6118]R M MISSION HILLS OR houlder Gootl U-0M1ennel ]0WB]Gootl R2-130 24.0 3OO SW838 3].5254)811].659606 R' hl MISSION HILLS OR hOUldar Goa Rountl 3D00986 Gootl D3 0.0 OO W ]000989 Good W 0.0 0.0 W640 33525515 -11].659490 R M OUTPOST RD aultler Fair 'Padt n' 3000990 Good R1-2 36.0 36.0S 642 33.509162 -11].65&BOR M RANCHO VIEJO RD hOWdBr Good U-CheOe! 3000993 Good R3-7R 30.0 30.0 SE 643 33.509375 -112.658663 R' hl RANCHO VIEJO RD Single Shoulder Good Wootl Pont 3000994 Fair St](CA) 0.0 00 SE 3000995 Fair S17DAI 0.0 0.o NW 644 33.50429 -11].658]19 R-M RANCHO VIEJ ORD Sin,l.Shoulder Good SI nil Pale 3000996 Goa W R9-3a 0.0 0.0 S 300097 Good CA 0.0 0.0 BW Appendix D1 Maintenance Zone 3 Sign Inventory Post ID Location Data Post Data Sign Inventory Pod 10 LLl Lan ioda P..n I So-, TCOM1bn Material Si n1O COMNon hi Good Vi He' M1t Fare Oi.rSon 33.509562 -117.659052 Center RANCHO VIEJO RD Single Shooger Good Wbad Post 3000898 Good - 18.0 24.0 BE 645 3000989 Good! OM14 18A 18.0 BE 3001000 Good fmorAujwAqm 12.0 36A SW 646 33.509643 .19.659003 Overhead RANCHO VIEJO RD Goad Sol Meet 3001001 GOod 01-2 0.0 0.0 BE 3001002 Gaol R10Jb 0.0 0.0 BE 647 33.509640 -117.6509111R1d RANCHO VIEJO RD Sinle Slnulder Good S' nal PON 3001003 Greed! R1041, 0.0 OASW 648 33509487 -11].650]19 Right RANCHOVIEJO RD Good Signed Matl 3001004 Good R10.4b 0.0 OA SW _33_.509.2_66 -117.658811 Cve0.ad RANCHO MEJO RO Goad Signal Mast 9001008 Gond D14 00 0.0 NW 3001009 Dow R&3a 0.0 0.0 W 651 3001010 Good R9-3b 0.0 0.00 --- 3001011 Good R9-3e 0.0 0.0 N W 3001012 Good R9-3E 0.0 0.0 NW 652 30509688 -11].658059 Right RANCHO MEJO RD SinlaShodder Good Wood Peat 3001013 Good R-NS01 _36.0 36.0 NW 3W10HGOW S17CA 0.0 O.OSE 65] 1 33.509755 -117.659170 idea IRMIGHOMEJORD Sin loSMuger Good Square 3001015 Gout GN (CA) 18.0 24.05E 654 33.609808ml!7+659277 Riaht RANCHO MEJO RD Single sMWtler GWtl genera 3001016 God! CA 0.0 0.05E 655 33.510101 -t 9.550143 R' ht RANCHO MEJO RD Slegla SM1ouger Good Wood Peet 30101]Good S17(CA) 0.0 0.06E _ 3001018 Gout SPCA 0.0 0.0 NW 658 33.511593 -11].6600 R" ht Milli RD Si IeShodder Good Be... 3001019 Good W14L 30.0 30OS -- - 3001020 GdM - A13-1(35) -0.0 OB s 657 33513214 -117.661702 a ht RANCHOMEJO RD Shield SMWer Geatl O Nannel 3001021 Fair '14 2 0.0 0.0 BE 658 33.519317 -117.661765 Fold RANCHOMEJO RD Send,shOWtler Good Sai 3001022 Good R3-7R 30.0 30.0 S 659 39.513985 -117.68201011 ht MNLHO MEJO RD Sn NShouanr G00d Sue. 3001023 Geod R-145-001 360 36.0E 660 33.514010 -117.662068 Rht RANCHO VIEJO RD Sin Ie Shoulder Good a'... 9001024 Good R-NS-001_ 36.0 36.0N 3001025 Good S17(CA) 0.0 0.0 N 661 33514]99 -117.882350 RM RANCHO MEJO RD Single SMdder Goo0 Idol 3001026 Good Rt-1 300 ]005 3001027 Good S17CA1 0.0 - O.oa 662 33.514888 -117.662400 Field RANCHO All RD Sin le Shoulder Goode. 3001028 Goad R1-1 304 30.0 E 663 33.515026 -19.6112481 RyM R_ANC_HOMEJORD single Shoulder GaaO Sue. _ 3001029 Good 111-1 ]00 30.0N _ --- 3001030 Good sP CA 00 o.ON 664 3351501 -117,662522 Baht RANCHO MEJO RD sin lO Shoulder Gadd ULMnnN 3001031 Good R26 CA 0.0 0,0 S 665 ]317 515390 -1 .662]92 Candor RANCHO MEJO RD 51 Ie Shouter Goad OChannol 3001032 Good R4.7 _ _ 18.0 21 -- 3001033 Fair 0101-3 18.0 180s 666 3].51551] -19,8627311 R' M1t RANOHOMEJORO Single ShoWde, Good Weod Peal 300104 Geed W14R _30.0 30.05 9001035 Good! Vii 35 0.0 0.0 S 60 33,516252 -11].663158 Center RANLHO MEJO RD SIn Ie Shredder Good U-Channel 3001036 Good 114-7__ _ _ 18.0 24.0 BE 300103]Gootl 6M1-3 18,0 18,O BE 670 33.516922 -117.663342 Right RANCHO vEJO RD Single Shouldi Good ULlwnnd 301040 GOOtl R26 CA BOB OA S 671 33.517361 717.66359 OdNar RANCHO VIUO RD Single Shoulder Good VAwO Poet 3001041 Good R4-718A 18A 24.0 S ood M 3001042 GOL3 18.0 1B.OS 672 33 517910 -197.653552 a ht RANCHO MEJO RD Sin le Shudder Good S va 3001049 Go. G95o CA 10.0 24.0 S 673 33 51797 -117663579 Radio RANCHO MEJD RD sin leshouger Good 5 ua ]001044 Good R-NSL01/ We 36.0 NE 874 33.51799fi A17.689639 Right RANCHO VIEJO RD Fin le Shouldd Goad U-Ch nne! 3001045 Good 1126 CA.'- D.0 ads 675 _33518]]5 -117.883955 Danger RANCHO VIEJO RD SlnpLSMultler Good Nbnd Peal 9001046 Good 114-7__ _ 18.0 24.O SE 3001047 Good OM1-] 18.0 18.05E 676 33518151 -117.86101 R_gi N RANCHOMEJO RD Sngge Shoulder G_oatl Wood Peel 30010 BGood M1-t 0.0 0.05 9001049 Good M6-1L 0.0 0.0 s 677 33.519 -117.66105 RiM RANCHOMEJO RD Sen le Shoulder Gootl3001050 Go. 11110-1 12.0 24.11 S 678 33,51870 -117.6640M Right MAIASPINA RD Si le Shoulder Good Round 3001051 Good 1. _ 1 0.0 0.0 S 3001053 Geed 03 00 O.p W 679 33.519015 -1PA63893 Flight MAUSPINA RD Sin le slwuger Gwtl M Pda JOOIDSJ Goad R3 CA 0.0 0.0 W 3001050 Gooe 0142 30.0 30.0 W Appendix DI Maintenance Zone 3 Sign Inventory Post ID Location Data Post Data Sign Inventory Post ID Lebtud. -Lazt.do P.sWn trust Meet True _Zodddoh d 10 C.nut...I MUTCD Code Wifth I FardaDinection _L" dEgih 680 33B19894 -il7,663797 Lou MAI-kSPIM RD S1,,1,Sh,,Id,, Good U-Cher,.1 3001055 Good Oml-1 mo 18.0 w Gal 33.51BUZ "11TS62876 Right MAILASPINA RD Single Shoulder Good 77-m- 3001056 Good R-NS100, S&O 36.0 BE 682 31519935 -117,663902 Right MAIASPINV,RD Studs Shoulder Good So.. 3MI057 Goocl Rl-1 30.0 30G E 683 33520073 -117,66,4006 RVKt RUNCHO VIVO RD Birds Shoulder Good U-Clutindel 3001058 G000f S17(CA) amo 000 a 6" 33520631 AlTS114079 Ridlit RANCHO VIE.0 RD Single Should,, Good Sound 30OWSS Good G950(CA) laO 24XS 685 33 520819 "117.66,4106 Rent RAhICHO MEJO RD Sho,sm Shoulder �d Square 3001DED Goodf Rl-I ___ 30vo 30.0 a 30D L061 Goorl S17(CA) 000 (LD S 686 33E21061 mlIT611112,17 Right IUJICHOV1E.1O RD Sarlideshould., =,Ifti; W51062 Go. R10m4b .�o 0.0 IN 33.521045? -117.66025 Onnertmad RANCHO MUD RD Good prial Mast 3001063 Good R7�3(Cii) 24.0 9.0 BE 3001064 Fair D3mla 0.0 0.0 BE 3001065 Good W12�2 0.0 0.0 BE 687 -- -- -- 3MI066 Gi WI-61- 18.0 36.0 BE 3001067 Good V,14ACCA)__ 30.0 30.0 BE 3001068 F. R9",l. 0A 3001069 Go.__R9-31, 00 0.0 w 1 3MI070 Goduf R26(CA0 0.0 D.01SE 688 33wn!113 A17.616,11334 Right RANCHO vUO RD Single Shoutuss, Gdool "Youl Post 3MID71(g000l R�NWOI 35.0 Bad NW 3001032� S17(CA) 0.0 tho all., 33mS21401 -117.68,18UPI Rod RANCHO"UO RD Sords Shoulder Good Son,, 3001075 Good G95OGA) 15.0 2400 BE 691 33 52IU6 1W 654063 Right RANCHOMEJO RD Single Shoulder Good Mod Post 3001076 Godd RA-1 .0.0 30.0 BE 3010 S17(CA) 0.0 0.0 BE 33.521757 -117.585107 Held RUICHOWILIORD Singh.Should., Good stood Post 3001070(good! fl�2CA)___ 0.0 0.0 BE 692 U01079 Godoul R�S-001 35.0 36.0 NW 3001080 Count S-17(CA)- 0. D.0 NW 693 33.521!M m11706851111)Right RANCHOMEJO RD Sued,Shoulder Good transit Post 3001081 Good RGI(Gik)) 0.0 Goo BE 33m52n99 -117.635aul Right R%NCHOVgWORD Si,W Shodend., Good IMI'ded Pa.[ 3001OU Crilloodal Rill 30.0 30.0 BE I I M2 282 Fair SVIGA) 0.0 0.0 BE 0 695 33.522472 -117.6,05541IRight IRV,NCHOVIUO RD Sinale Shoulder Good IMi Past SON10841 Good-K�Na-uql 36.0 35.0 M I 1 1 300108S Good S17(CA) 0.0 0.0 NVY ..6 33SENISS .117.665650 Right RMICHOVIUO RD Singla Should., Good Ui Rose 3001086 Odud R (45) 24.0 30.0 BE 3001057 DOW saafm ---- 0.0 0 OFSE 697 33 523057 -117 665939 Right RsaICHO M�O RD Gurgle Sledulder Good! Wilked!P.M 30.1...G.- RIA 30.0 30.0 BE 3001LB.9 Good -00-OOSE 698 33525717 117658076 Right MISSION HILLS DR Sugl.Should., Good Round 3001090 Good D3 0.0 0.0 w 3001091 G�dod bT- - tLo-0.0 Vv 699 33.52566D 417FASIOU Right MISSION HILLS DR Sholle Ground, Good Light Polar 3001092 Go. R-NS�SJC� 24.0 30.0 N 70D 33.52WRO -117.653673 Right Slt-�R SPUR RD Shed,Shoutdo, Good Missoul Post 3001OU Good Grassi 36.0 360 S Good G G W d 00 BIG" 00 150 St. "D IG tll--.0... Good 701 33,525949 .117.657662 Right MISSION HILLS OR Sh,le should., Good Round 3001094 Good D3 0.0 0.0 w 30010gs Good 153- 0.0 0.0 IN 702 n3,5258117 -117.657424 Left BR,tgNDING IRON RD at W Ground., Goddl Leut Pahs 300ID96 Good R=NSmSjC*hAN 24aD 3GG N 703 33.52601) -117157475 Right BRAhIDINFIRON RD S, W shoulder Good 9r0odd Post 3001097 Good O�-- .- 36.0 3&0 S 704 33.5266W -117.656333 Led MISSION HILLS DR Bid InShoulls, Good Light Poss 3001098 Good R-NSmSJC-NW 24mO 30.9 W ood 24.0 705 33.526018 -117.657797 Right MISSION HILLS DR 51 1.51hatfight, G Zd U-Chan..l 3001099 Good R2-lf3Ol-. - 30.0 NE 706 s3,5247911-117.N1736ILaft ICANYON CREST RD Sid 1.Should., Good Light Pole 3001100--do 24 707 33 524580 -117.01669 Rhold (WIYON CREST RD SI 1.BMW., Fee �Mues 30011.1 Good FRIA 708 33 524513 -117.6617241 Right rjM=IN HILLS DR Good Round _3001102Good D3 3001103 Good D3 709 33E24289 .117.862ZJ7 R Ing MISSION HILLS DR Sre to Sh..Id.r Good Light Pole 3001104 Good R2-1 30 Geas'...', 710 33S23W .117.663050 R Int LL. R Single Shoulder Good Round 300iles Good D� 3DO1106 Good D3 I I 711 33S25ow -117.656590 Pirphl' iduoun.HE,I 2R G. anoure 30011.7 Good Rt-I C N'. HO 712 33.525091 -117.667050 R htt G HO Good Good R-NS-001 Appendix D1 Maintenance Zone 3 Sign Inventory Post ID Location Data Post Data Sign Inventory Poem Ulutude Lon itude Pardon I Street Peden Tyied Conclude malerel Shin 10 Concede VUTCD Code wdM He nt Femoire.1- 713 33.526157 -117667642 e M RANCHO MUD RD Single Shoulder Good ULMnnal 3001109 Gaol RI-1 30.0 30.0 SE - 3001110 Gootl St]CA O.0 0.0 SE 3352025 -21).66]103 Right HIGHLAND OR Sin b ShoM4r Good U43honnel 3001111 Good R0.] - 18.0 24.0 SW 714 3001112 Good 010.2 30.0 30.0 SW 3001113 Few OM1-3 1633 18.0 SW 715 33.526+46 -117.657319 R' h1 HIGHW4D OR Single Shoulder Good U-Channel 3001114 Good R-NBSJLLVR 18.0 31.0 SW 716 33.526Y8 -117.86]117 R' ht HIGHIANO no Single S1wWtler Good! ULnennel 3001115 Goad 71:140 24.0 304 SW 717 33.526955 -11760250Fht HIGHLAND DR Seale SnoWer Good 7aund 3001116 GwE _ D3_ 0.0 0.0 SW 3001117 Dow D3 0.0 O.O NW 713 33.526980 -117.666163 a ht HIGMUNO DR Single Shoulder Good U-CMnnM 3001110 Goad R-NS-SJC-NW 244 30.0 NW 119 33.52]124 A17 M6034 Right HIGHlAN00R Si leSMUWer Good ht Pale 3001119 Good WP2L -.- 30.0 30.0 SW 3001120 Good Wta-125 ta.0 18.0SW 720 33.52]504 -11].565738 R' nl HIGHIANO DR Single Shoulder Good Round 3001121 Good D3 0.0 O_SW 721 33.52]539 -11].385628 Right REGENCYCT SIn Ie Shoulder Good U-Channel 3001122 Good R-NS-SJC-NW 240 30.0W 722 33.52]]31 -117.655686 en1 HIGNIA rO DR SingleShoulder Good ht Pole 3001123 Gaatl W114`- 30.0 3045 723 33.528074 -10.05684 Right HIGH o ND DR Sink SMWder Good Round 3001124 Good D3 0.0 duds _ 3001125 Good 03 0.0 0.0 W ]N 33.528121 -117.665513 R' ht BUCKINGHAM DR Single Shoulder Good U-Channel 3001126 Good R-NSSJC-NW 24.0 30.0 W 725 3]528294 -11L05708 ht BUCKINGHAM DR Si mShoulder Good L ht Pole 3001127 Good W141R'_' 30.0 30.OS 3001128 Air 013-0 25 - 18.0 18.0 0 726 33.532163 -11).6]0414 Right VILLAGE RD Single Shoulder_ Good Square 3001128 Good 00 0.0 0.0 NE _ 3001130 Gootl DS 0.0 0.0 SE 727 33.53206 -117.670505 Rind VILUGE RD Single Shoulder Good Square 3001131 Gold R-NS-001_. . 36.0 36.0 NW 728 33.531996 -11].6]04067 ld VILLAGE RO Should Shoulder Good - MPda 3001132 Good RtORCA 0.0 0.0 NE 729 33.531406 -11].671007 Right VILUGE RD Sin le Shoulder Gaatl ULhenoel 3001133 Good R308 CA 0.0 0.0 NE 730 3]531130 -117.671732 a M VILUGE RO St. Ie SMuker Good 5 ua2 3001134 Good R300 CA 0.0 0.0 E 731 33.531020 -112672355 Right VILUGE RD Sin le Shoulder_ Good Round 3001135 Gootl D3 - 0.0 0.0 E 3001136 Gard 03 04 O4 S ]]2 33.0033 -1 17.6]2453 Right VILLAGE RD Bin le Shoulder Gaal 20114 300113]Good R-NS-001 36.0 33.0 N 733 33.530813 -117.6]2422 Denier VILLAGE RD Sin Ie Shoulder Good Square3001138 Good_ R4-7 18.0 24.D NE 3001139 Goad OIA1-3 18.0 184 NE E738 33.53070 -117.572499 Right VILLAGE RD S b Shoulder Good 3801140 Good mot 304 30.0 E 3001141 Gaoc F]OB CA 0.0 0.0 E 33.530781 -117.6)2,78 Center VILLAGE PD OOUWe Shoulder Good 3001142 Good 2303CA 0.0 D.0 NE 300114]Gaatl 17300 CA 0.0 0.0 BW 033S30NO -117.672607 Right VILIAGE RD Si bSMWder Gadd 30011+4Good RM O4 0.0 NE 3001145 Good DNBSJGWi13 OA 00 NE3001146 Good 071]-]AHEAD a.- 0.0 04 NE -19.6)2819 R' ht VILLAGE RD Si W SMuker Good 3001147 Good R3$: 0.0 D4 NE -1126]20]7 +4 VILIAGE RD Si IeShoultler Gootl 3881148 Gooc R10db 04 0.0 SW -117.672920 Ri ht RANCHO VIEJO RD Gootl 3001148 Far 03-1. 0.0 0.0 SE 3001150 Gaol R10db 00 D.0 SE3001151 Ftlr Rad Mull 30.0-1176720N)Rihl VILLAGE RD Go[c S' na Meet 3001152 Gaol R3{ " 304 W.300110 Gd 03-1a 04 0.0 NE -117.672702 Right VILLAGE RD Single Shoulder Gooc ht Pale 3001154 Good 710-0b 0.0 0.0 BW -117.672549 R' M VILLAGE RD Single Shoulder Good Wootl POM 3001155 Good R-NS- NW-NW N.0 30050 742 3005584 Gootl _ :7 _ _ 18.0 244E _ 11 3005587 Gocd OM1-3 18.0 13.0E 33.53058) -fl].8725147 ret VILLAGE RD SIn Ie SMuker Good hl Pole 3001158 Good R-NSSJC-CVR - 24.0 30.0 BW _ - - ]M 3001150 Good R16 CA 0.0 0.0 SW 30011 0.0 SW0 Gwd - R2-t 25 24.0 3 Appendix D1 Maintenance Zone 3 Sign Inventory Post ID Location Data Post Data Sign Inventory Post 10 LamuEe Lon iWtle Pneien Somel AwiT COM14an Material Seen ID CoMNan MGTCD Catle WtlN He M1t Fam OnecO]n 745 33.510]]6 -11)672319 Right IAREWEW SingleSerum., G ood Round 3001161 Gaatl DJ 0,0 0.030 3001162 GaaE D3 0.0 0.0 NW 746 33.530899 -11].6]1950 Right VILUGE RD Sin Ie Sol Rome 3001164 Good R'-N8-001fSlsx_ts.<� 36.0 36.0 S 747 33.530923 -11].671918 Right VILIAGE RD SIn le Shoulder [Round 3001165 Good D3 0.0 0.0 SW 3001166 Good DJ DID 0.0 NW 748 33.500868 -11],6]1888 Right VILLAGE RD Sin le Shoulder Good good Pole 3001167 Good RTE Bua 12.0 24.0 W 749 33.530908 -117.671817 Right W LUGS RD Single Shoulder Isquare- 3001160 Good R7 Bw 120 24.0 W _. - 0.0 o,0w s0o11ss caod 750 33531058 -11].6]1522 R" ht VILUGE RD Single Shoulder S uare 30011]0 GootlR7A Bua 12.0 24.0 W 3001 Tot Good M4A 0.a o.0 W 33.531810 -11].6]0370 R' ht VILUGERD Single Shoulder Rountl 3001172 Good D3 0.0 0.0 NW>s1 _ __ _ 3ogtna cood oa--' 0.0 o.o sw]001174 Gootl R-NS-001 36.0 36.0 SE 752 31531928 -11].6]0356 R i t VILIAGE RD SIn le Shwuldar 3 ua 3001175 Fair R311B OA 0.0 0.0 SW 753 3353236] -11].670035 R' M VILUGE RD SIn le Shoulder Round 30011>e Gadd 0] _ 0.0 oD SW30011"Cored R30B CA 0.0 O0 SW754 33 532706 -117.669807 R' h1 VILUGE RD Single Seouder M Pole 3001178 Good R39B CR)_ 0.0 0.0 S3001178 Goad RNS-SJC-NW 24.0 30.0 S755 33532966 -117.668320 R' ht VILUGE RD SI b Shoulder 5 wrt 3001180 Good D3 0.0 0.0 S3001101(food 03 0➢ 0.0 W756 3].53325 -11].669648 R M VILUGE RD SI Shoulder tl " ht Polo 0001182 Gtttl 3230 CA - 0.0 0.0 S757 33." W9 A17659539 R' ht VILUGE RD SlSll Shooed, d Rountl 3001183 Ga0tl D3_ 0.0 0.0 NW30011"Good D0 0.0 0.o 5758 33.53380 -11].68902 RM VILUGE RD Se le Shoulder tl 3001185 GOM R-NSLot 38.0 ]BD E758 33533]24 -117.M907 R" M VILUGE RD Single Shoulder d " ht Pole 3001106 Good 322-1(25] 24.0 MO S30118]Loam R308 CA - 0.0 0.o 5760 33.634148 -11T.W9429 R' M VILUGERDsmote Snauloertl Rountl 300188 Caaod_D] __ _ O.o O.o B 3001189 Gootl o3 0.0 0.0 w 761 33.534333 -1llrolk 41T R M VILUGE RD Sin le Shoulder Fair 3001100 Good R-NS-001 36.0 36.0 E 33.534406 -19.669465 R" M VILUGE RD Sins.Should., Fair Square 3001191 Good _ R30BICA) OD O.o S _ 762 3001182 Good R7-6 Ri_ ). us 110 24.0 S 3001193 CioM R91A CA 0.0 0.0 S 763 33534533 -117.6694711 R" M VILUGE RD Single Shoulder Goad Square 3001104 Geed 327-6(6ua) _ t2.o 24.0S 3001195 Gaol R30 0.0 060 S 784 3352160 -117.669455 R" M VILLAGE RD Slurries Shoulder Gaad Li M Pde 3001196 Good 0308 CA 0.0 OA S 765 33.534861 -117.688404 R" M VILUGE RD So.l.Senior, Gootl Round ]001107 Good 03 O.o OAS 766 33.535311 -117.869305 R M VILUGE RD 51 Ie Shaultler Good Suers 3001198 Good R30B(CAJ 0.0 0.0S 767 33,535792 -117.6690478 M VILLAGE RD Slnle Shauldm GwO loght Pole 3001199 GootlR2_i(25] 2.0 30.0 SW 3001200 Good R30B CA. O.o 0.0 SW 33.536263 .117.668534 M VILUGE RD Sin le SlouMer Good Round 3001201 Good- D3 _ - 0.0 0.0 NW _ 768 3001202 Dmd 03 _ 0.0 0.0 BW _ 300120]flood R"5-001 3lie 36A eE 769 33.536]86 -11].660614 R ht VILUGE RD SIn le Shoulder Gaatl 301201 For R30B CA 0.0 0.0 Sw 33.538880 -117.886076 M VILUGE RD Single Shoulder Gaatl " hl Pole 301205 Good R30BIC, _ OA 0.0 SW 770 3001306 Good R7"6(Bus) IIA 243 SW --- 300120 Camtl 3201 CA 0.0 OA SW "1 33.536779 -117.66760 Rod VILUGE RD SI Shier Good wrt 3001208 Good _ RM(Bus) 12.0 2.0 W ]001208 Good 104E 0.0 0.0 W ]]2 33.536833 -19.667388 Rol VILUGE RD Single SMueer Good - ht Pole 3001210 Good R300 CA O.o oA W ]]3 33.536761 -117.667050 Right VILLAGE RD SingleShoulder Fair Pauntl ]003211 Gael D] 00 0.0 W ]2 33.536683 -11].666"]R ht VILLAGE RO Sin le Sol Goad M Pole ]00@12 Good B C 0.0 0.0 NW Afi 33.536322 -19.666319 Fight VILLAGE RO Sig le Shootler Good Round 301213 Geed D I NW Appendix D1 Maintenance Zone 3 Sign Inventory Post ID Location Data Post Data Sign Inventory Post ID Latitude Lon dude Position Street Asset T Condition Material S' n ID Condition MUTCD Code Widlh ttei ht Face Direction 776 33.535252 -117.6661641 Right IVILLAGE RD ISInale Shoulder IGOod I Uuht Pole 3001214 Good R30@ GA a T''-3e''• 0.0 0.0 NW Appendix D1 Maintenance Zone 3 Sign Inventory Post ID Location Data Post Data Sign Inventory Post HD lWhae Lmauhalka I Proud-I Street Asset T a Canadian _aeMeariel S ian Contagion MUTCOCade Wdffi Hei t Fam Oimc IQ 33.536140 -11].66602) hl VILLAGE RD sa Shoulder Good Round 15 Good D3 0.0 O.D NW 77 15 Goad D3 0.0 o.D Nw 17 Goon '-1, 30.0 30.0 NW F78 33.535712 -11ZB86417R' ht TRABUCO CREERRD SMWtler Gaol V ht Pok 18 Gootl R2-135 24.0 3D.0 NE 19 Good MO CADD 0.0 HE 779 31534880 -11].66]15]Right TRABUCO CREEK RD Sin eSMulder Gaol Light Pale 20 Good R30B CA 0.0 0.0 NE 700 33.53385] -117.68]840 Right TRASUOO CREEK RD SI ,Shoulder Gxd Li hl Pole 31 Gold 32306 CA"-. 0.0 0.0 N 781 33.532803 -117,%6041 Rohl TWILL 0 CREEK RD S Shoulder Gael M Pok 22 Good RSUBICA 0.0 0.0 N 782 31531799 -18.6611579 Right TRA IUCO CREEK RU S' Shoulder Coad Li ht Pale 223 Good R30 CA - 0.0 0.0 HE 33530929 A17.669305 RIM TRABUOOCREEKRU Sln 1,Shoulder Good Light Pole 224 Gootl WS-1 30.0 30.0 NE225 Good Jima 240 24.0 NE]83 226 Goad RB1A CA 00 DDNE 22]Gaatl_ R306fCAL 0.0 0.0 NE 3001220 Fair M46 0.0 0.0 NE 701 1 ]3.5302]4 -117m%9667 R' M1t I ROSENBAUM RD Surge SMUWer CaactlV 3001130 Good D3 lama Do 36.0 NE 705 31529682 -11].6]00%R" h1 ROSENBAUM RD Si Shoulder Gootl 3001230 Good D3 0.0 0.0 NW3001231 Goon D) a.0 0.0 NE }68 33.529713 -11].6]024]R' hl ROSENBAUM RO 5b Shoulder GaoO 3001232 Good R-NS-001 38.0 36.0 NW 787 33.52%28 -11].670223 Rhl ROSENBAUM RD Sle Slwudar Dred 3001233 Good R&3a 2490 24.0 NE 33.5289]5 -117.670]WR M ROSENBAUM RD Sinle$hodder Gaol 301M Good D3 0.0 0.0 NW788 3001235 Dodd R1-1 30.0 30.0 NE 3001236 GGDa RB3e 24.0 24.0 NE 789 33,528878 -117.6]088]R' ht ROSENBAUM RD 5' k Shoulder Goad 3001237 Gootl 58{CAL 0.0 0,11 SE3001236 Good S1]CA 0.0 Do NW790 33M%77 -117.6]1502 R' hI RANCHO VIEJO RO 5 kShoulder Good 300109 Gootl VAGI, 30.0 30.05E 791 33.530311 -117.672860 R hl RANCHO VIEJO RD 5 k Shoulder Gena 3001240 Good D+4 XS W11-] 0.0 0.0 SE 3001241 Gaatl WLNS RING. 0.0 Do SE 33.530332 -117,6727118 ht VILLAGE RD Sinle Shoulder Gootl 3001242 Good R9aa 0.0 0.0 NW 792 3001243 Good R41 CA) _ _ 0.0 0.0 NW 30012M Coal R131, 0.13 0.1,1W 793 33.5313736 -11].8]3086 Ri hl RANCHO VIEJO RD Sin le Shoulder Good 5 mem 3001245 Good G95D CA 10.0 24.0 SE 794 33.531381 417.673596 Ri ht MNCHD VIEJO RD Sln Ie Slwulder Good U-ChenhN 3001246 Gootl 322-145 24.0 ]0.0 SE 785 33.532308 -117,6]3903 Eight RANCHO VIEJO RD Smile SMuld,r Gootl Suare 300120 Good R]-1 12.0 18.O SW 796 3]533539 -117.8]4256 RANCHO VIEJO RD Sinal Shoulder Good Waod Point 3001240 Goo- 7v 36,0 36.0 5 797 33.534935 .11767425732 M RANCHO VIEJO RD Sin Ie511oultler Good Sue 30131249 Gaad Rt-0 48.0 48.05 33.535123 -11],674174 Right RANCHO VIEJO RD SingleSMulder Goal Round 3001250 Gaatl D3 _ 0.0 0.0a 790 3x01251 GO _03 0.0 0.0 W 3%1252 Goon R•NS-001 _ %.0 38.0 E 3001153 Good WNS-SJC-NATS 0,0 0.0 W 799 33,535161 -117.6741938 hl MNCHDVIEJO RD $- MShould,, Geetl IS Wm 30012M Good S17(CA) DO 0.05 600 33.536234 -117.574129 Rod NCHO VIEJO RD Single Shoulder Gootl ULM1ennei 3001255 Good OM1-1 18.0 10.0 W 801 33536273.-11].6]4124 RiM RANCHO VIEJO RD Sinle Shoulder Good U-Ohanwl 3001256 Good OM1-1 18.11 1B.OW 802 33.536413 -117.674105 Rod RANCHO VIEJO RD Sink Shoulder Goo- U-ChannN 3001257 Good OM1-1 180 1B.x W 803 33539829 -117.6732911 R" M RANCHO VEIJO RD S' leShoulder Good Round 300125B Goon RB54101- 360 36.0E 804 33.5,%90 -117.673181 R ht RANCHO VIEJO RD Some Shoulder Gond Sue 3001259 Goo- W3-3 30.0 30D S re 805 33.H_2_247 -18.6]_3159 Rijht RANCHO VIEJO_R_O_ __ Si11g_k Shoulder Good - _Signal Pals _ 3001260 Good 329-313 _0.0 0.0 NW 30D1261 Good 19 3b Do 0.0 NW 806 33542315 -117.673!N Right RANCHOVIEJO RD EleShoWtler Goad ht Pole 3001262 Good VJNS-SC-NATS 0.0 0.0W 3001263 Good R1b4E 0.0 0.0 IN 807 3151238 -18.6]3029 R' M RANCHO VIEJO RD SI Shoulder Goon B wre 3001264 Gena _R16J�Ai___ dD 0.0 NW _ 3%1265 Good R3d 30.0 30.0 NW 808 33.54278 -11].672951 Rh1 RANCHO VIEJO RD Si Ie Shoulder Gootl Uthonnel 9001266 Good R10d 12.1 N.O NW Appendix 01 Maintenance Zone 3 Sign Inventory Post ID Location Data i Post Data Sign Inventory Faa lO 1 Letiwae Lon iluaa PoslBan s1ro61 I Asset Type CanalWn I Maleml 5.,n i. I conallbn I mu ICD Caae WMN Helm Fere mmc4an B09 ]].N2050 -it].6]25]2 R' M RANCHO VIEJO RO SIn Ie SMWtler G.d U-CMnntl ]00126]GOM 0.0 B.B NW 610 ]iN201B -1P.6RSOfi R- M flANCHO'EJO RD ISmWSNOWtler .. IL,MPOIe I300IIBfi Gooa sv�:.:�T� 24.01 30BNW Appendix D1 Maintenance Zone 3 Sign Inventory Post ID Location Data Post Data Sign Inventory Post to L.1d.d. Lon iwde PoeilonSlnat Asset Type Condition MabN ril s o Condifiddl MUTCD C.d. Wolin Heim Fam ObacOoo 811 33541]0] -11].6]1895 R' Id RANCHO VIEJO RD Single Shoulder Good Lint Pole 3001269 Good! " _ TO 30.0 NW 30012]0 000E SCA 0.0 DO NW 33.5469 13 -117.671415 RM RANCHO VIEJO RD SIn Ie Shoulder Gods! I: m Pole 3D012]t Good S1-1 _ 30.0 30S NW ]2 ]0012Dodd RZA(35) 24.0 3&D NW 612 3%1273 Good s4-2 - Do 0.0 NW 30012]4 Geos R26J CA W - 0.0 0.0 N 813 31541M A17S709011 R M Shoulder VIEJO RD _ SIn bShoulder Gootl Wht PdCxN e 30012]5 R34 300 30d NW 814 ].1540614 -11].6]0563 R It RANCHO VIEJO RD Strail,Slu uWar Good! squans W 3001276 Gaud RID•T 12.0 24.0 N 915 33540]1.9 -11]8]0404 Right RANCHO VIEJO RD Single Shoulder Good Chh Pole 3001277 Fair W31ACA.: 0.0 0.0 NW 30D121a Good R26SCA Do 0.0 NW 816 3154G503 -117.669995 R' N RANCHO VIEJO RD 61n isShoulder Good Si 3001279 Good R29UG(CAj 0.0 OD NW 33.540354_-117.669982 Right COUNTRY HILLS RD S_I1pb Shoulder Good _ Round _ _3005578(xod R30F R 120 10.0 NE 3401280 Good! WNSSJC-NATS - _ Do 0.0 NE 3001281 Fur _ R30_F(CA�_ _ _ 0.0 0.0 HE en 3001282 Good D3 0.0 OA NE 3001203 Gaotl _ D3 0.0 0.0 Not 3001204 Feir R-NS-SJC-ZONEX 0.0 0.0 NE 818 33.539941 -117.670213Right COUNTRY HILLS RD SIIeShoulder Good UChanel 3001285 Good R30FSCA).. 0.0 040 309188 Good R-NS-SJC-ZONEX 00 DD 33.539821 -11].6]0233 staid COUNTRY HILLS RD SI b Shoulder Good Round 3001207 Good o3 0 o OS W 819 _ 3001266 Good _03 00 DD N 3001289 GOM R-NSSJCNW 240 30.ON 820 33.536128 -117.671545 R' M COUNTRY HILLS RD Slooloswulco, Gmtl Ush,Pob 3001290(.0M R-NSSJCNW 2C0 30.0 SE 821 33.5339% -111.661Lai Right COUNTRY HILLS RD Slnale ShOWtler Good Round 3001291 Good 03 8.0 8.0 W 3001292 Godtl D3 0.0 0.0 S r5n33.539101 -11].669840 Left COUNTRY HILLS RO SI WSlwutler G.a UFCnennel 3001293 Gootl R2 FMW) 0.0 0.0 SW33.539952 -117.670003 R h1 COUNTRY HILLS RO SIn9leShoulder Gaod UChannel 3001294 Gootl ROOF(CA) _ 0.0 0.0 5 3001295 Gootl R-NS-SJFZONEX 0.0 0.06 33.54032]J-117.65M7 4 Reid COUNTRY HILLS RD Single Shoulder Gootl Round 30055]]Good R30F(CA) 120 18.0 W 3001296 Good 03 0 0 0.0 ISIN N_ 300128]Good 0] 00 0.O W 3001296 Good _ Rt-1 ]oa 30.0 503 3001299-FwGoo R30F(OA) 0.0 0.0 SW ]001300 Dodd R.Nb)jCAj NEX 0.0 0.0 SW J3S10303R hl RANCHO VIEJO RD Sin leSMulder Godtl U-Channel 3001301 Fair R28(57(CA) 0.0 0.0 NW 3001]02 Good R]-0JOA 30.03001303 Good M45 0.0 0.0 NW 3].540110 R ht RANCHO VIEJO RO Sin Ie Snoubm Gootl U-Channel 3001304 Good R26 5 CA 0,0 D O NW]3.54@)1 ]R' M RANCHO VIEJO RD SIn IeSMNder Good 3001305 Good R26 5 CA Do OA SE 826 3].5405001RM RANCHOVIEJO RD Sole ShoWtler Good 3001306 Good! R265CA 0.0 O.o SE Bp ]3.520]197 Right HIGHLAND DR Sin Ie Stouffer Good Sdun, 380107 Good WI1-7 _ 3DA WAS 3001306 Good wla-sp 24.0 12.0 S 830 33.528]8 -117.664775 R' ht HIGHLAND OR Sin le SIN.1dor Good adders, 3001309 Good W11-] _ 30.0 30.0 W 3001310 Gaotl W-N5-5J0-RING 0.0 OA W 931 33.5297 -1 17B63006 Raht HIGHLAND DR SIn Ie Sh..Id.r iG..d 5 uans 3001354 Gaotl R2-140 24.0 30D B32 33.530004 -117.661522 R' M HIGHLAND OR Si leShoulder Good ULnenne1 3001312 Fait OM2 IV 0D o.BW 633 33.53001] -117.661453 R' M HIGHLAND DR Sin le Shudder Gootl UChennN 3001313 Fair OM2-1V 0.0 OA E 834 33.53%44 -117.858971 Right HIGHLAND DR Sin Is Shoulder Gmtl U-Cnennel ]001]14 Gods, R44a Mo17 _ 0.0 0.0 W '65 315 Godtl R26 CA 1.o ISO W am 31539150 -11].65]0%R' ht HIGHLAND OR Si bSMulder Gmtl Nbatl Pml ]%1316 Gm1 W14R _ 30.0 30A NW 30113n Good wt3-1 zs 18.0 18.0 Nw x 33.528543 -117.888248 R' hl HIGHLAND OR 51 bsloulder Gmtl uen ]001]16 Gootl Wtt-] - _ ]O.D 30.0N Appendix D1 Maintenance Zone 3 Sign Inventory Post ID Location Data Post Data Sign Inventory Pool to Lsuhrd Longitude Posdion Street Asseta I Corcition Material Sim ID Condr-I MDTCO Code Noun Hei ht Fe¢DirccYan 3001319 Good W-NS-SJC-XING 00 0.0 N 837 33.529227 -11].656210 R,ht HIGHLAND DR Shut,Slwultler Gootl Wood Past 3001320 Good W11-](E1od1 00 0.0 N 830 33.52]8]0 -11].6540]3 R' ht HIGHLAND DR Sin Ie Shoulder Good Light Pale 3001321 Good W3-1 36.0 36.0 W 839 33528100 41].654105n M HILLSIDE TER Sin Ie Shoulder Good Square 3001322 Good Rt-1 30.0 30.0 W 840 33.52]941 -01].65]9998 ht HILLSIDE MR Sin le Shoulder Good Suarc 3001323 Good WNS-SJO�SBMP 30.0 3D.0N 641 33.524950 -11].653315 R' ht HILLSIDE TER Single Shoulder Good Round 3001324 Good D3 _ _ OD 0.O W 3001325 Good D3 OD 0.0 NW - 842 33.525509 -11].84]963 R' ht HILLSIDE MR Single SMUNer Good "Nor Post 3001326 Good Rl-1 30.0 30.0 SW 843 33.525500 -11].64]388 Right SILVER CREEK DR Single Shoulder Good S uare 300132]Gaatl Wtt-7_ _ _ 30.0 30.0 W 3001320 Caood W-NS-SJC-XING 0.0 0.0 W 844 33.52"]6 -11].64]501 Right HORNO CREEK RD Sint.Snooper Good Wood Pest 3001329 Good WI-SR 18.0 36.0 SE 3001330 Gadd OM1-] 190 18.0 SE 33.524395 -i II."MO Right HORRID GREEK RD Sin Ie Slroutler Good Round 3001331 Gaal 03 0.0 0.0 W 845 3001332 G a 03 D.0 0.0 N 3001333 Good W1EL _ _ 18.0 36.0 N 3001334 Good OMt-3 18.0 18.0 N 848 33.523464 -117.845516 RMht HORSESHDE9END Stools Shoulder Good Sun., 3001335 Fair Wt-2L 3D.0 30DIW 847 JJ.5254]5 -11>64]O4]Rght SILVER CREEK DR Stn le Sturdiest Gootl ht Pale 3001336 Gaud W1-6R 10,11 36.0W 300133]Good OM1-3 10.0 18.0 W 048 33525543 -11].64]050 R' ld SILVER CREEK DR Sinle Shoulder Good Round 3001330 Gaud D3 -_ _ 0.0 0.0W 3001339 Good 03 0.0 0.0 5 849 33.525569 -117.647D95 R' ht SILVER CREEKDR Sin Ie Sheukh, Good S'.. 3001340 Good Mutt- 10.0 36.05 3001341 Good OM1-3 18.0 10.0 S 650 3352561] -117"7280 RISK SILVER GREEK OR Sinle Shoulder Good LLChennel 3001342 Good W1tO 30.0 30.0 SE 3001343 CnW S-SJC-XING 0.0 0.0 SE 851 33.525802 -11].84]94D Right SILVER CREEKDR Stnla Slwulder Good Who Pole 3001344 Good 7mSSJC-SBMP15 0.0 0.0 SE 852 33.52605] -11].5483]5 R' ht SILVER CREEK DR Smuts Slwulder Good So.. 3001345 Good R 125 24.0 SOD SE 33.528349 -11].65340]RRht HIGHVxVVCIR Sin9Ie 5Muder Good RROund3001346 Good D3 _ 0.0 0.0W 653 3001347 Goad 03 0.0 0.0 E 3001348 Good D3 0.0 0.0 W 854 33.529291 -11].853]02 R ht HIGHVIEW CIR Single Shoulder Good 3001349 Good Rt-1 Me 30.0 N 33.528319 -11].654014 R' M1_q t HILLSIDE TER Sin Ie Shoulder Good Round9001350 Good - D3 _ OD 0.0 N 855 3001351 Good _ D3 _ 3001352 Gold R1-1 30.0 3D.0 N 856 33.5281]6 -117.653050 Rohl, HILISIDETER Strode SM1ouWer Good 3001353 Good R-NS-SJC-NW 24.0 30.0 W 857 3]528465 -017.653069 R' ht HILLSIDE TER Single Shoulder Good 3001354 Good WiNSSJCSDMPIS 00 0.06 858 JY529266 -117.653265 RWht SILVER CREEK OR filo Ie SM1ouWer Good 9001355 Good 8332 N.0 JD.O W 859 33S28]88 A1L652213aM SILVER CREEK DR Sinle SM1ouWer Good 3001356 Good 826125 . 24.0 30.0 NW 86D 33528203 -117651261 R' ht SILVER CREEK DR 6lnle Shoulder Good 3001357 Street D3 _ DD 0.0W 3001350 Gootl D3 0.0 0.0 W 861 33.52]8]1 -117,651410 a hl SADDLERIDGE DR Surtle SM1ouWer EG..d S'... 3001359 Good R2-1(25) 24D 30D HE 862 33.524763 -11].648849 Right SADDLERIOGE OR 61n le Shoulder Mod Post 300136D Fair R1-1 30.0 30.0 NW 663 33.525107 -1P.649149R hl SADOLERIDGE OR Sin Ie Shoulder Square 3001361Good R2-125 240 30.0 SE 864 33.525298 -117 649522 Right VALLEY RIM CIR Si ld SBoulder Round 3001362 Goad_ D3 0.0 0.0 SE 3001363 Good D3 0.0 0.0 SW 865 33.525425 -117,649]000,' M VALLEY RIM CIR Sin le SM1duldw Mod Past 3001364 MGoWRI-1 Rt1 30.0 30.0N 866 33.526204 -117650934 a M VANTAGECIR Sin ie Shoulder Round 3001365 D3 0.0 0.0 5E 3001388 03 00 0.0 SW 86] 33.526399 A1].650943 R" ht VANTAGE CIR Stn le Shoulder Mod Post 300136] Rt-T 30.D 3D.ONE 668 33.528068 -11].651098aM 61LVER CREEKDR Sin leSlwultler Waotl Posl 3001]68 30.0 30,O6W 869 33.52]5" -11]D49928PM1t SILVER CREEK OR Sinle Sounder Ltht Pole 3001369 R2-1250]0 3352W45 -11].646993 R' ht SILVER CREEK DR Shle Shoulder Ii .Por. 3=370 0,2-125 24.0 30.ON Appendix D7 Maintenance Zone 3 Sign Inventory Post ID Location Data Post Data Sign Inventory Post 1O 1 La00de Lan Ibtle Indian. Stood AswtTConcluded Maanded 5 n10 Contld d MUTCD Code Vieth Hai hl Fam Direction 871 3a525)43 -11].648126 Right SILVER CREEK DR SINK,Shoulder Good Round 3001371(aoW O3_ 0.0 0.0 NW ]001372 CuuE D3 0.0 0.0 HE 8" ]].5254]8 -H7.648196 Right SILVER CREEK Ofl Si kShoWtler Gootl 3%1373 Gaol gal24.0 30.0 HE 873 33.525028 -117,540522 Right HILLSIDE TER Sin le Shoulder Good square 30013]1 Gaatl W�HSSJ..V1 30.0 ]00 HE 874 33.5248)9 -11].6+8664 Right HILLSIDE TER S Ie Shoulder Gdatl Round 301375 Gaatl D3 DO 0.0 0 10013)8 Good D3 _ D.0 0.0 NE 875 ]3.520034 -11].65]850 R" ht HILLSIDE TER Burns Shoulder Good Mod Pest 30013"Gootl 71 3OD ]DOS 078 33.52803+ .11],654919 Rent H1GHlANO DR S' k Shoulder Fa0 UChendet" 30019)0 Good 111 d0 24.0 30.0 E 8)) 1352]955 .11].055340 Right HIGHUINO DR Sin Is Shoulder Good Mo.Past 30%3]9 Good WH-] _ 30.0 30.0E 3D0118D Geotl "S5JC-%ING,' 0.0 0.0 E 878 33320032 .117.655668E hl HIGHLANDDR SaddleShoulder Glad Woatl Post 3001%1 Good W11-7( 00 0.0E 879 ]3.528181 -01].655%3 Rild HIGHLWO DR Single Shoulder God Wood Post 30013,12 Good O-NS-SJGOOGS 10.0 24.9 GW ]].52828] -117.855940 Right HIGHLAND DR S kSlnulder Good Wood Pool 3001383 Good D-NS-SJC-WIt-]_ 1 O,o SE BB9 30013M Good_ Wtt-](SVS__ _1 0.05E 3001385 Good D-NSSJC-Wtt-]. 0,0 .....W Be, 3152039] -117.656011 Right HIGHIANDDR SMpk ShauMer Geed pound 3%t386 Gooe_ WIt4 30.0 3005 3901307 Good W-NS-SJC-%ING. pA 006 002 35289]8417.656035 R' M HIGHIgNDDR S' Shoulder GOW Wbatl Poat 30%368 Good 0.NSSJC-Wt1-7 0.0 La IS 003 11.52%1t -11).6%124P In HIGHLAND DR Single5haultler GOM Ll ht Ptle ]001309 Good Ray 40 24.0 30.05 BBO 33.530401 -11].66018]R M HIGHLAND OR Single6houltle( Good WCNnnN 3001300 Good 40 24.0 90.0 HE BB5 ]3.5]9033 -11].662268 R" ht HIGHIAND OR 5 kShoulder Good Routs J001]01 Fa4 Da 0.0 0.0 W 3001383 Goad D] 0.0 0.0 E 886 335]1053 -117B59]23 R' ht WNMOR OR Single Shoulder Good pound 3%1393 Gactl W;f3 30.0 30.0 SW ]3.5]109] -11].65%241 R' ht VANOSOR DR Sudan Shoulder Gaatl pound 9901384 Goo0 D3 0.0 0.0 IN BB] 3001305 Good D3 0.0 Lou SW 3013VI Gi R4ls-091. 36.9 36.06E 880 31531079 -117.659910 RM PoNDSOR OR_ _ __Single Shoulder Go00 jRauW 3001397 GOM D3 _ _0.0 0.0 HE 3001388 Good 03 aa 9.0 BE B09 315305] -117.6624418 Right _WNDSOR DR Single Shoulder. CxW Round301399 Dead _ D3 0.0 0011 ]M1400 Gats DJ - 0.0 090 335]%15 -11]652459R M1I YNNDSOR DR S Shoulder Good 3M1401 Good R1-t 300 300E 091 ]].5299fi] -11].662520 Right NANDSOR DR_ Si kSM1oultler Gaatl 3901/02 Good Wt-3R 30.0 70.0E 300140 Good Wt}125" ran 19.0 E 892 33,52984] -117.66 Right VINDSOR DR 6' Shook r Gootl 3001404 Good Wt 1-7 30.0 30.0E 3001405 Good 0169 24.0 12.0 E 093 33.52%00 -117564281 Rent HIGHIAND DR Si Shoulder Good 3001408 Good 011-] 30.0 30.0 E 3001407GoodWeNSS4XING-.. 0 0 0.0 E 31529912 -Tti.%4385 R' M MONARCH DR Si k SM1aulder Good 3001408 Gone D3 00 00 E 3%1408 Good D3 00 00 W 095 33.5302)0 -11],66430]Ri M MOIURCH DR Should Shoulder feed U-CM1anntl 3001410 Goad R-N6-SJC-NW 24.0 30.0 S 096 33534089 -117.661365Rle MONARCH OR SuredleShoulder Gootl Sam 3001411 Goad M JGWII-7 00 iIN 897 335291159 A lTISi4581 R' M1lg1 _MONARCH DR Sells Shoulder Gats Round 301412 Gaal D] _ _ 0-0 00E 3001413 Good D] 00 0.0 N 090 31529815 A 17664739 Right HIGHLAND OR 6i k5haultler ieM U-Chmmel 3001414 Good Wits 18.D 24.0E 099 ]].520906 -19.66Q9tPart HIGMWND OR Single Shoulder Good U-Channd3001415 Good Vi. 18.D 24.0E 900 31529900 -11]564829 Right HGIi OR should Shaultler Goad 77henntl 3001416 Gootl W1-4L 18.9 24.0E 901 33528915 -117%5)46 R' M1I HIGHLAND DR Singh,Shoulder Goes Mod Pat 3001417 Good W11-2 311.0 30.0N 902 3]5200]] -11)NSMB Right HIGHLAND OR 51 Ingredient Good Light Pee 3001418 Fair Vi 30.0 30.0N 3001419 Good WI}1 25 18.9 18.0 N 903 52600 -116"fi Right HIGHLAND DR Sl Shoulder Good NViiPal 3om420 GOW WSt G6o 16.0 xE ga 33]]526784 -11]7MRight hl MIGNtANO DR Single Shoulder God AOYOd ]001421 Golq p] 9.0 0.0 E aom+u clod oa 0.11 11.11 s Appendix D1 Maintenance Zone 3 Sign Inventory Post ID Location Data Post Data Sign Inventory Post ID Letituda Lanaftuda I Position I Street Asset Type I Condition I MaUdW Sion ID lCandWonl MUTCD Coda Width I HalI Face Direction 905 33.526912 -117.6671221RIght IIMPERIAL DR S >e Shoulder Good 2 -Channel 3001423 Gaad R-NSSJGNW 24.0 30.0 SE 90S 33.527810 -117.668393 RI ht IMPERIAL DR Si fe Shoulder Good Round 3001424 Gaad D3 0.01 0.0 SE 907 33.526387 -117.667746 RI ht IHIGHLAND DR SirmleShoulder lFair Wab(f!P__ 3001425 Gaad 1 30.01 30.D NE Appendix D1 Maintenance Zone 3 Sign Inventory Post ID Location Data Post Data Sign Inventory Poet to La80tle L iude Pof,,n Streel AMR7 a coml.n M.Wtt 5 nto Comdion MUTCD Cod. W1Oth Height Face Dimclion 33526410 -19.66]904 Right HIGHL ODR 5 Shoulder Gone Light Ptle 3001426 Goof R2-1(451" _ 14.0 30.0 SE_ 3001422 Good_ 03 _ 0.0 0.0 BE _ 908 3001428 Gootl D3 0.0 0.0 BE 3001429 Gwtl 0.26 CA on 0.0 6E 909 33.526419 41T667896 Right HIGHLAND Oft S' Ie SW.Wef Gootl ULhanrM 3001430 Good R-N5-081 36.0 36.0 NW 910 33528850 -19.67C625fl M 0.O5ENBAUM RD SL bShouWer GOW Serene 3001431 nodal CA 0.0 0.0 SW 911 33.528125 -117.670489 Richt ROSENBAUM RD 5' b6MUMer Good Square 3001432 G00d WI L :0 30.0 30.05W 912 33.529557 -117.670108 Stand ROSENSAUM RD Bi b Shoulder GooO Wood Pmt 3001433 Good NSR.:. - 30.0 30.0 SW 913 33528858 -117.09925 a ht ROSENBAVM RO 5' ShoWder Good! 3001434 Gaol R2-1 N.0 30.0 S _ 3001435 GOod 0.0 0.0 S 914 33.529988 -19.668857 Right ROSENBAUM RD S' Shoultler Camtl N4vd Pmt 3001436 hood O10 -3 18.0 18.0 W 915 33.532249 -1176691129 R' ht ROSENBAUM RD Si leShoulder Gmd Nbad Pon 3001437 Good OM4-3 16.0 14022 916 335]0526 -19.3694]7 tried TRABUCO CREEK RD Si Shoulder Gootl Wo00 Pmt 3001436 C1i5ca1 OM2.2V 6.0 110 SW 917 33.532264 -117669]66 Right ROSENBAUM RD SSin'le Shoulder Good Square 3001439 Gaal R - - 0.0 0.0 SW 3001.0 Gaotl M43 0.0 0.0 SW GIB 33530930 -111668207 R' ht TRABUCO CREEK RD Si b smuWer Good Square 3001.1 Crdira1 R30B CA '> 12.0 16.0 SW 919 33.532744 -19.667906 Center TRABUCO CREEK RD Si bShoWtler Groh, Suere 3001.2 Ctillm1 1130 Cto8 J 'iY:" 12.0 18.05W 920 33.53]288 -117.6"141 R' M ROSENBAUM RD S' Ie Shoulder Fee Waotl Pdsli s< 3001.3 Gaal RNIOP'Mi10 C. 24.0 36.0 SW 9Z1 33.537315 -011664225 Right ROSENBAUM RD Sin le Shoulder Gootl Nbod Pmt 3001414 GOotl R26KR NW LA)'. 24.0 ]6.0 NE 922 33.537224 -I 17.664558 Right ROSENBAUM RD Si b Shoulder Gwd Waotl Poor 3001.5 Gaod R26K{L MW CA' 24.0 36.0 NE 923 33.532981 -117 W7826 Center ROSENBAUM RD Snle Shaultler Good Sua 3001.6 Gaotl RIA 307 ]OAE 924 33.532109 -117SIU1227 Right TRABUCO CREEK RD Si le Shoulder Grad U-CM1 nntl 3001"7 Gaod CM2-IV 0.0 0.0 S 925 ]3.533221 -11166]7858 nt TMBUCO CREEK RD Si bShoulder Grctl 5 ua 3001.8 Feir 8308 CA 120-18+09- 926 2018.05826 33.533807 .117.6675098 M1I TRABUCO CREEK RD Si b5houltler Goad 5 ue 3001448 Goatl R30BCA 0.0 OLDS 927 33.53.29 -19.667238 R' hI TRABUCO CREEK RD Si b5houltler GOW Suer, 3001450Crifrce1 R308CA 12.0 18.05 929 33534589 -1116671618 W TRABUCO CREEK RD Si bShoulder Good U-Chentl 3001451 Gr10mI OM2-2V 6.0 12.0S 828 33.534817 49.6671122 Rh1 TMBUGOGREEKRO jS .uw.rShoulder Good Suere 3005509 Gaad R30B CA 12.0 iB.O BW 930 3153562E -t 176663168 hl TRABUCO CREEK ftO Shoulder Good Sua2 3001453 Cn0wl R30BCA 12.0 18D SW3]536116 -017.665645 R4Pub TRABUCO CREEK RO Shoultler Goatl Cuare 30014" ootl WJ1A(CA) 0.0 0.0 SW 931 3001456 Gend CR224(CA) 12.0 160 SW 3001455 COral R.B DA 12.0 180 5 W 932 33.536564 -117.665150 R M TRABUCO WEEK RD Shaultler Good S uare 3001457 Grr-I R300 CA 12.0 18.0 SW 933 33.538984 -19.6"726 R' ht TMBUCO CREEK RD 5houltler Good Suare 3001456 Gaotl D3 00 Op SW 935 33537172 -19.664587 Center TMBUCO CREEK RO Sh0ulder Goatl U-GhawW 3001460 Gaotl OM4a 180 187 SW 936 33537102 -111664625 R3M TMBUCO CREEKRO 5houltler GmC U-ChanM 3001461 Gootl ICA) OA OLD SW3001462 Gaotl OM4-3 187 18.0 SW 972 33.537233 -117.6"660 R' M1t TRASUCO CREEK RD Shoulder Gaotl U-Chnnel 3001463 Gaotl OM4-3 19.0 18.O SW 936 33.5]7167 -117.660608 ht TRABUCO CREEK RD Shoultler Goal Liht Pole 300164 Good CAI no OP NE 939 33.536659 -117.665256 R' ht TRABVCO CREEK RD Shoulder Good htPole 3001465 Gootl CA 07 0.0 NE "0 33536213 -111565739Rht TRABUCOCREEK RD Shoulder'Gnotl Lhl Ptle ]001466 Gootl CAI O7 OD NE -1116659"R' ht VILLAGE RD SM1OWtlar Gaol Round 3001467 Gaad JC-CVR 19 0 24 o SE _ 3001483 GPOtl -5 __ _ 240 ]005E _ 841FEE 3001468 DeOd CA) - 0 0 0 n 5E 0 30010 Good O-N5-034 24.0 1605E Appendix D7 Maintenance Zone 3 Sign Inventory Post ID Location Data Post Data Sign Inventory Pont ID laOLde Lon iW4 POF9bn SOeat Aaee1T C.M. Madeira! Sion LD COMNon MDTCO Coue VM Hei M Fam Duedlnn ]33]64]8 -117.666139 R' hl VILLAGE RD Single Shoulder Good Round 3001471 Good 4'6,001'- 36.0 30.0 NE 942 3001472 Gaatl D3___ _ D.0 0.0 SW 300147'!Gootl 03 0.0 OMD SE 943 3150X9 -117,666225 Right VILLAGE RD Simile Shoulder Good Endue 3001474 Good a CA- 0.0 000 SE 33.5360)4 -11].666)09 R' M VILLAGE RD_ SlnbShoulder Good Round 300105 Geed SH00136.0 38.0 NE 944 ]00106 Good 03 OA 0.0 SW 3001477 Geed D3 0.0 0.0 SE 945 3].540689 -117.669&8 R" M COUNTRY HILLS RD Sln leShoulder Good U-Channel 300108 Good R-NS-001 36.0 36.0 NE 946 33.540)0] -11],669940 Right RANCHO VIEJO RD Sin le Redulder Good sq... 300109 Good R26 5 OA 0.0 0,0 5E 33.540742 -11].668993 Right COUNTRY HILLS RD _ Snide SM1Wlder Good S uad, 3001480 Good__ St-1_ 30A 3D.0 SE _ _ 90 3001401 Good 543 _ 8.0 30D SE 3001402 Good R2-RES) NA ]00 SE 848 ]].X0083 15 Read RANCHO VIEJO RD SinoneShouldne, Good 5 uere 306148]Gacd ft26 S CA1 0.0 0.0 SE 949 A 33.X1235 -11].6]0507AMS65 R' M RANCHO VIEJO RD Sin b SleduMer m uare 3001484 Good R1fi 5 CAl 0.0 00 6E 950 33.X459 -11].6]0905 Right RANCHO VIEJO RD Sin bSMmlder ue 3001485 Gaol R26 S(CA. 0.0 011 SE 951 33.X1503 -11)96]1295 F M RANCHO VIEJO RD Sn Sudden, ua 3001486 Gaud R26 S CAI _ 0.0 0.0 SE 953 33.X1665 -117671825 Rent RANCHO VIEJO RD SIn leShoulder GoodSua 3001483 Good R26 5 CA CO 0.0 5E 953 33.X1023 -11].fi]t625 RyM RANCHO VIEJO RD Sin0leSMulder Goodquare ]001400 Goad R2-fS _ 24.0 30.0 SE3001488 Good 1726 S CA 0.0 0.0 SEBX 33.X19]8 -11].6M0]]RM RANCHO VKGO RD Sin le Shouldr ue 3001490 GOM R26 S CA 0.0 0.0 SE955 33.X330) -11).8]3610 RM1ie l RANCHO VIEJO RD SUIPShoulder 3001491 Geld R2SCA) 12A 15.0 5E3001492 Cooa R26 S)CA 0.0 Do SE956 33.542461 -11).6]2859 R' M RANCHO VIEJO RD Sin le Shoulder ua 300149]Good R26 CA 120 18.0 SE95] 3154251] -11].6]311]R M RANCHO VIEJO RO SIn IeShouMm ua 3001494 Gone R26 CA 12.0 180 5958 33.54264 -11].6]3141 R M RANCHO VIEJO RD Sin Ie ShouWeh SI nalePole 3001495 Gold R10-4o 0.0 00 W959 31X2663 -11].6]316]R ht RANCHO VIEJO RD nal Aide 3_001496 Gone_ R34 ___ 3D.0 30.0 6 300149]Gone RIL4 0.0 0.05 861 33.X25X -11],6]3377 Right RANCHO VIEJO RD Good S mel Men 3001409 Go. R10-4 9.0 12.0 E 9" 33.5385II -11],67639 Add RANCHO VIEJO RD Si le SMuMer Good Older 3001503 Good Rim! 30.0 36.0 N 965 33S351N -1176]RP Paid RANCHO VIEJO RD Si a Shoulder Good uare 3001504 Good R1-1 30.0 30.D N 866 335]SOX -11],6]M9pRM RANCHO VINO RD 51 bSMWer Good Older 30016M Good 071-7 _ Joe 30.0E 3001506 Good O 3 18.0 10.0 E 967 33.531504 -11].6]3874 R' M RANCHO VIEJOMUD RD Singh,SMuWr GaM VAW Post 3001507 Good R10 30.0 ]0.0 N 968 3/530468 -117.6730148 d RANCHOMUDRD Si Ie SMUWer GoN node 3001509 Good R10<o 0.0 6.0 HW 969 31530319 -11).6]3014 Red VILLAGE RD Single Shoulder Good UHC nodded 301509 Gaad _ WI-7 18.0 36.0 HE 301510 DoM 011 180 10.0 NE 33530212 -11).6]2898 R M VILLAGE RD Good 5' nal Msat 3001511 G N _ 810-12 _ 0.0 0.0 NW 3001513 Gone 3 0 0.0 . NW WO 3001513 Gone R9R638 - 0.0 0.00 W 3001514 GaoE R68(CA) OA 0.0 W 3001515 Good GIMU 0.0 0.0 W Wt 31528592 -117,672637U�CHO"UORD OVIEJO RD SinleShouWer Gootl Sq. 3001510 Good G95DCA 18.0 24.0 NW 072 23.52L551 -1!7m672101 O VIEJO RD Sinle Shoulder Good Sootl Peet ]00151]Good R -45, 24.0 30.01107 073 3].5291)0 -117.6]1531 O VIEJO RD Single Shoulder Goad S wre 3001510 Good WIG 36.0 36.0 NW 074 ]352e]24 -11].8]0911 O VIEJO RD Sin la SMuMer Gaatl Woatl Post 3001519 Goof 071-] RID 36.007 3001520 Good! OM1-3 18.0 18.0 W 875 31530199 -14.6]003 HO VIEJO RD Sin le Shoulder Good Waod Post 3001621 Gone - R2-1(45) - ND 30,0 NW ]001522 Good R2 CA 0.0 0,0 NW 876 33.526146 -117.6679% AND OR Single 6houlder Good Equate ]01523 Good 03 _ 0.0 0.0 IN 3001524 Good 1 0.0 0.0 NE B>) ]3.526Vtl -14.66]a72 HO VIFJO RO Si bSMWbr Omd 17-CNnnel 3001525 Good R3-145 24.0 30.O NW Appendix D1 Maintenance Zone 3 Sign Inventory Post ID Location Data Post Data Sign Inventory Past in LaOWds Lon iWtle I Position I lreel Ae¢1T a Condoon Maknal Sign ID Condibonill MUTCO Cotle I I VlFs�ht Fem Oimcton9]g 33.524805 -11].667194 IbhI RANCHO VIEJO RD SI kSWokdarGootl 0%.r 3001526 Gaal Wt9 __ _ 8.0NE300152]Goad OMt-1 9.0 NE979 33.523105 -11).666290RM R CHOVIFJO RD SI leSMUWar Good al POI 3001528 Gootl_ 1014 0.0N30015]9 Good M6-t 00 NW900 33.522011 -117.665614 R' M RANCHOVIEJO RD Slnle Shoulder Good Mod Past 3001530 Good W53 0.0 NW981 33321806 -11).65WO R' ht RANCHOVIEJORD SIn01e SM1cultler Good U-Cmdow 3001531 Gootl R5-2 4.0 NW3001532 Gaal M6-3 0.0 NW952 33.521712 -117.665354 R' ht RANCHO MUD RD Sinle SWuMer Good Mod Past 3001533 Good W3]sL 0.ONW993 315215]8 -117.66521)R' ht RANCHO AAD RD SIn Ie SMuMar Good Nbatl Poet 3001534CW SG20CA DANW3332139] -11).655033 R' ht RANCHO VIEJO RD SIn Ie SMWdel Gootl ht Pole 3001535 Good_ W12-2 0.0 NW981 30015]6 Good WLSR 36.0 NW3001537 C__. Wil CA 30.0 NW 985 33.521409 -117.654BBO Cenkr RANCHO VIEJO RD Sin Ie ShouMer 3w 3001538 Cwod R0.7 _ __13.01 24.0 NW 3001539 GoM 01011V 0.0 0.0 NW 986 33.521310 -112684947 R' ht RANCHO VIEJO RD SIn la Sh01Wer Gooden 3001540 Good 4349 1 0.01 0.0 NW 987 31521]20 -11].660_3_3 Genkr RANCHO VIEJO RO SIn Ie SMulder Good! Su.. 3001541 Good ft4-7 _16.0 24.0 HW 3001542 Goad OM2-1V 0.0 OD NW 968 33.52405 -117.661835 R' h RANCHO VIEJORD Si le 3houltler Good S tare 3001543 Good G05D CA 18.0 M.0 NW 33.520808 -fl 7.881380 Overhead MNCHO VIEJO RD Good ftnal Most 3001544 Good D3-1a 0.0 OA NW g8g 3001545 Good _ R6=2 __ 21.0 21.0 NW 3001546 G000 Rl. 0.01 00 NW 300150 Good R3-4 30A 30A N 33.52014 -t 0.88130)R' ht RANCHO VIEJO RD 51 kSMultler Good 3001518 Good W9-2 0.0 0j)IN _ 980 3001698 Good _ R26 CA) 0,0 D.0 N 3001550 Good G950 CA 16.0 24.0 N 991 33.SM191 -117.864265 Right MALA6PINA RD S1 k6MWer Good 5.. 3001551 Good R2-1(151 210 30.DN 3001552 Good R20 CA 0A 0.0 N 992 33.5198]1 -11].68085 R- M RANCHO VIEJO RD SIn Ie SMulder Gootl Suam 3001553 Good R-NS-001 . 36.0 ]8.0W 99333.519859 -14.664176 Canter RANCHO VIEJO RD SIn91e SMuker Good Square _ _ 3001554 Gaad 1147- tB.O 24AN - - _ - _ 3001555 Good OM2-1V 0.0 0.0 N 931 33.5185)9717.681181 Comer RANCHO VIEJO RD Sin kSMulOer Good S .. 30155d Good Ro10.0 21.0 N 300D1557 Good OM1-] 18.0 leA N 595 33.517011 -11).683865 Gnkt RANCHO VIEJO RD SIn Ie SMulder Good Wootl Post 3001558 Good R47 _ I . 21.9 N ]001559 Good OM1-3 18.0 18.0 N 996 3]51]6]1 -117.W3709 R- M RANCHO VIEJO RD St.,,.6hmYtler Gml Stem 3001560 Gootl _ G9501CA 18.0 24AN 3001561 Gaatl fl CAI o,0 0.1)N 997 33.516704 -117.663375 C6nkr RANCHO MUD RD 51 kSh.uI0er Good Mod Post 3001662 Gaud_R4-7 _ 18.024.0N 3001563 Cwod OM1-3 16.0 18.0 N 998 33.516602 -117.663430 Picot RANCHO MUD RD Sin IO SMUWer Good U-Channel 3001569 Good R26(CAd 1 0.0 0.0 N 999 33.515643 -117.662878Csnkr RANCHO MUD RD Si kSMulder Gootl Mad Pmt 3001565 Good_R47 3001566 Good OM1-] 18.0 18.0 N 1000 33.515288 -217.662860Rh1 RANCHOVIEJO RD 51 NSMWtlOr Good Lht Pala 30015fi]Good R2-145 21.0 1001 33.514527 -14.662562 Right RANCHO VIEJO RD Single Shoulder Good U-0hennel 3001568 Gooa R26 CA 0.0 0.0 N 1002 31513863 -14.682305 Right RANCHO VIEJO RD Sin,'.SM10uldsr Good_ Mod Past 3001569 Good W14R -_- _ 30.01 30.0N 3001570 Cnod W1} 1351 3..1 O.ON 1003 33.511412717AB0931 Rght RANCHO VIEJO RD SinlaSMulder Good Wsad Past 3001571 Gootl W14L 30A 30.0N 3001572 Good M- 35 0.0 0.0 N 1004 315ID -1 315 1].6803)3 ht RANCHO VIEJO RD SIn &Shoulder Good shod -3 Peal 3001573 Gootl 30.0 30.0 NW 1005 33.510311 -11788. 0201 Cenkr RANCHO VIEJO RD Sin le Shmlder Good R4 tem 30015)4 Cwod _ R1-77 _. „-_ 111.0 24.0 NW 9001fish OMW L] 18.0 18.0 N 1008 33.SOBeb -t 4.658510 R' hl RANCHO VIEJO RD Si SMulder Fair RouW�. 30016)0 6 Good f12.0 10.0 NW 3001ST/Good R3-7R R3-)R 30.0 30.0 NW Appendix D7 Maintenance Zone 3 Sign Inventory Post ID Location Data Post Data Sign Inventory P.10hgiiiiWdd PwNOn Street AswIT CondNon Mae. 5' n10 COMdon MUTCDCatle VfdN Hei M Fam Direction W.7 33.509535 -11T.659309RM RANCHO VIEJO RD SIn Ie Shoulder, Good u0M1 ]001570- G95D CA 16A 34.5 NW 31509439 -19.6591]5 Right RANCHOVIEJO RD !,we Shoulder DON fterelpose 3091579 Good D3 0.0 0.0 GE tw0 3001580 Good 89-3a 18.0 18.03E 30015B1 Gaed R104b 0.0 0.0 SE 33.509328 -11].658838 Center RANCHO VIEJO RD _ Sinple Slwuker Gaal sq. 3001582 Good R4-T. 18.0 24.0 I.N.000 309150 Gaud GM1-3 18A teA 30D15M Good R8-0R IDO ]6.0 NE IDl9 33.508561 -117.658445 Fred RANCHOAEJO RD Single SlwuMer Gerd YAwd Pool 3011585Good Ry7R 30.0 SOON 1024 33.526401 -11].68]585 Gander HIGHLAND DR S.ngle Slwuker Dead Woad Past 3001608 Gootl R4T_ 18.0 24.0 NE _ 3001609 Falr OM1-1 18.0 16.0 NE 1025 3]5319M -117.660214E M TRASUCOCREEK RD Si Ie SMwtl uad r GULlunnel 3001610 CrNW OM2-1V 0.0 O.O SW 1190 33.508SI1 -11].650113 Right EL HORNO Suits Shoulder Good Other 3001907 GOod OMl, 16.0 tax SW 1191 31506630 -19.(60135 8 M EL HORNO Si is Shoulder Good Order 3001908 Good OM1-3 18'. 0 18.9 601192 33.SON74 -19.6601468M ELHORNO SidiShoulder Good Other "hiS 9GOotl ON" 18.9 16a BW 1193 33.508508 -117.660387 R' M EL HORNO Si M Shoulder Goo0 3001910 Good RB-3a 24.0 24.1)NE 33.529638 -97.665121 Right JUNIPER.SERRA RD Single Shoulder Good! Sual POle 3002763 GOod R9-3a 00 0.014 16th ---- - 3002]64 CCN A 0.0 OD N 3902]65 Good 88-30 0.0 0.0 N to$ 33.520648 -11].6851028 M JUNIPER.SERRA RD Double Shoddier Good Other ]02M Gadd R9-3a 0.0 0.0A 1636 33.52060 -11].665066 Right JUNIPERO SERRA RD SI bSlqulder Good VNod Pad 3092]67 Good 85-1' 36.0 36+0 NE 3002768 Dead R$-ta 38.0 24.0 SW 33.520705 -117.6849188 ht JUNIPERO SERRA RD Goad 5 nM Mast 9002759 Gaal R73- CA 24.0 9.0 SW 1637 31102n0(bad R9.3 0.0 0.0 N 3002n1 Gold R49 CA 0.0 0.0 N ]002]]2 flood R9-3b 0.0 ....N 1638 31520613 -19.664941 Right JUNIPERO SERRA RD Ross,sMUMer Good MboJ Pest 3002n3 Good RS-1 _ 30.0 36.9610 30D2774 - R5-ta 36.0 24.0 SW 1939 33.520666 -117.654936BM JUNIPERO SERRA RD Sin le Sboultler Good Wand Potl ]002n5 Good R6AL 12.0 36.960 1640 33.52014 -11].664895 Right JUNIPERO SERRA RD Double Snoulder GoodOther 3002n6 Good R9-3a 0A DON 1641 3152071! -117.664855 R' bt JUNIPERO SERRA RD Sin le Shoulder Gua 3902n7 GOW R6T- CA. 0.0 DO W 1613 ]].520791 -117.661548 Riche RANCHO VIEJO RD Sin le Shoulder Wbad Pat 3002779 GOOd SG20 CA 0.0 OD W 1644 33.520957 A iT6W69]Right RANCHO MEJO RD Single Shoulder Wbotl Pal 3902780 Good SG20 CA 0.0 DOE 1615 33520932 -117.68081 Right RANCHO VIEJO RD Double ShoulderVAad Pat 3002781 Gadd M2-2 Do 0.0E 33.52091 -117.6651]1 R hl JUNIPERO SERRA RD 8 net Mat 3002782 GOad H3. M " 0.0 0.0 E ]00278]Gmtl R10.T 12.0 24.0 E 1646 30027M GOOd R9-3a 0.0 DON3902705 Geed R4�A) 00 0.0 9 ]992706 Good R9-3b 0.0 O.0 S 33520832 .117665178 R' ht JUNIPERO SERRA RD Slle Shoulder Nbod Pal 3902787 Good _ D1 00 OAE 160 3002788 Gcatl - 141-1 O.D OD E 3002789 Good M3-1 0.0 0.0 E 2002790 Gootl GG9 CA OA Do E 1616 33.52082 -19.665152 R' M JUNIPERO SERRA RD Double Shoulder Good Other 3002)91 Good R9-3a OA 0.05 1649 ]3.520n3 -t 9.865246 Raid JUNIPERO SERRA RD SI Ie Shoulder Cooked V•UbEFart. 3002792 Good R3 CA 0.0 0.0E 1650 31520719 -117.665414 R' ht JUNIPER.SERRA R. Single Shoulder Good V hod Post 3002783 Gootl R3A 0.0 0.0 E 2027 33.500633 -19.660122 R' M EL HORNO ST Shoals Shoulder Good Other 300]611 GOW RMa MW D. 0.0 SW 2046 33.520863 -19.605026 R' ht JUNIPERO SERRA RD Good Si net Mast 300]]89 Gootl 03-ta 0.0 0.05 3413 33.52511D -117.667150 Other Gootl U ht Pole 3095532 Good R-NS-0O6 18.0 24.9 NE 3417 33.53538D -117.6663]0 Single Shoulder Good S ua 3005561 Good R-NSL44 12.0 1BD N 3118 33.534200 -19.686980 Single Sboultler Good S ua ]00 5580 GON R-NS-044 12.0 18.0 N 342fi 33.530490 -117.672800 Single Shoulder Good Syuve 3005585 Good GMt-]_ _ _ 1BA 111.05 9905508 Good RFT 11.0 34.0 E Appendix D1 Maintenance Zone 3 Sign Inventory Post ID Location Data Post Data Sign Inventory Foa110 bOWde 1 Lon ilu Position Stneel AesetT COMNvn Metarol S' nt0 Condition MKCD Code 1 R1db 1 Height 1 Fece Oirtdan 813] 83.521000 -11].66115D BIaBk 3eouAiet Gaatl 5 ue 3005502 GOW R0.21':'' i"'^`-'LMS^'i 1H0 2<.0S 3006686[bM OMhl 1B 0 10.0 s JIJt J3.5]]09e -11)681641R M TRFBOCO CREEK RD BI k SMWder Good 5 uele 1 3005589 Gootl ft3D GA 6L - 12.01 18.D W Leases Suppmb to Be Replaced Signs b 8e Repalced CITY OF SAN JUAN CAPISTRANO CITYWIDE SIGN REPLACEMENT PROGRAM Appendix endix E I —Maintenance Zone 4 Sign Inventory Appendix E1 Maintenance Zona 4 Sign Inventory Post ID Location Data Post Data Sign Inventory Pmt ID Le4tudeLon iNtle Position Street Asset T a I ConoWn Material S,,n 11 Conr.n MIITCD Codee' M ME HFace Ou n 33503811 A 17A50806rheed RANCHO VIEJO RD G_oo_d Signed Mast 3000941 Gone 03-1 I(lum) 0.0 005 644 - 9000942 GOWR9-3a 00 O.OW 300084]Geed R49 CA 0.0 OA W 615 31503925 -11].654864 R' hl RANCHOVIEJO RD 97gle5houlder Good Round 3000844 Godd Ca 0.0 010 3000945 Gddd D3 0.0 On S 61. 33.504023 -117.655031 Center RANCHOMEJO RD Single SW Ader Good 3090946 Cpad _ R3-0 - _ Mo 30.0 BE Men (yN 1110] 120 24.0 NW 33.504168 -117855019 Right RANCHOVIEIO RD 7, sM r Gadd N Potl 3000918 Good 517(CA) 69 _ - - _ - --- - - - - 3000949 Gme SPCA) - O.Y 6.0 NW ]000950 64009 R-NS-0Ot ]do ]6.0 NYV BE 31504215 -117.655063 R' M RANCHO VIEJO RD Sin le ShouMer Good IFCM1ennel 3000951 Gone _0__ AI __ 00 0.0 SE618 3000952 Good _ N.0 2405E 3000959 GoW JC-001 00 O.o SE619 33.%1592 -11).6553)8 R' ht RANCHO MUO RD Sinle SlwHer Gddd Nbod Posl 3000954 Gdotl 45 240 30.05E 621 33.505)93 -11).856]55 e id RANCHO VIEJO RD Si b 5lnutler Gdotl 3%0956 Gdotl 30.0 30.0 5E 33.506%5 -11).656517 R' ht RANCHO AUG RD SI b snollder Gooe LWd l Pmt 3000950 Gude JOA 3017 SE 623 3000959 God! A __ 0.0 0.05E 3000960 Gootl A - 0.0 O.1)624 31506110 -11).856618R M RANCHOMEJORD Sin eSMWMr Gmtl 5 nal Page 3000%t GdoE a _ 0.0 O.O SW 3000962 GoofCA 00 0.0 SW33.606113 -11).656921 Overhead RANCH0MEJO NO Ga0tl Sl nel Mesl3%0963 Gdotl 0A _ 240 805E 625 3000964 Gootl e 00 0.05E 3000865 Goad b 00 oA SE 33.606110 -11).65648eM RANCHOMEJO RD 5 bSMukler Oooe Nbod Poet ]000966 Good -Om__ ___ 360 36.9 NW 626 300096)GOW CAI 0.0 0.0 BE Montreal Gdotl 51]CAI 00 OA HW 627 33.507130 -11).65)509 Center RANCHO VIWO RO Side.SMddar Gootl 4\NOE Pen 3%0960 Gd d _ R4-7 _ 18.0 ZIA SE 30o0an Gmd .11, too 16A SE 628 33.507321 -117.60591 R- 81 MNCHO VIEJO RD Si k 51p1YJer Gme MbannM 90009)1 Good R26 CAI oril 0.0 SE 641 3330)%6 -11765)BB6Right RANCHOVIEJO RD Single Sllodlder Good O-Cmrrnl 3000%1 Gootl 031 _ 30.0 3005 3000992 Good W 13-1 35 00 0.0 5 645 93.606186 -11).656605 Owd1end RANCHO MUO RD Good S nal Men 3001005 Gootl D1-m 00 00503 3001006 Cnod R104b OA 60.0 SW 650 33.506390 -117.656810 eht RANCHOVIEJORD Snle ShouMr Good IS MI P. 300100)GmO R104e 0.0 O.OSW 1012 33.50)360 -11).65)856 eM RANCHOVILK)RO Bunten Shouder Good U-CMnnd ending)Gwtl R2-145 24.0 30.ONW 1013 33.506250 -117.657127eM RANCHOVIEJO RD Si Ie sm Ader Good 5' na1 Pole 3001506 GdM R1011, 00 0.05E 33.58199 -11).85]ll)Rehr RANCHOMEJO RD Gmtl nal Mast 301509 GOW R]< _30.0 30.O HE 1D14 30601590 Good D]-ta 0.0 0.0 HE 3001591 Good RID4b O.O 0.0 NE 1015 33.56064 -11).65)426 inert AVO LOS CERRITOS Sin le SMUWer Gootl v,odo Post 3001582 Gaoe R-NS-001 36.0 36.0 N 1016 33.503722 -11).65)302 e M AVO LOS CERRITOS Single Shoulder Good time, 3001593 Gootl R26F(CA) 0.0 00 N 3001594 Gootl R26F CA 0.0 1017 33.50550 .117.6573681iflood IAVO LOS CERRITOS Sin Ie Shoultler Gdod O Chennel 3001595 Gaol W1-21? 300 Mo S 1010 3330581 -11).656995Right RANCHOVIEJO RD 9nhGhoulder Gdde 5' nelPda 3001596 Gene R10<b O.o OO NE 33309054 -117.656910 R ht RANCHO VIEIO RO Good S' nal Men 3001597 Gooe _ R]3-3 CA .. . 24.0 8.0 NW 3515913 Gdotl D3 1a _Do 00 NW 1019 351599 GOod _ R9Ja _ ___ 0.0 OA W W016%CaWJ R49(CA) 00 now 1020 33.504619 -11).655032 R' M RANCHO VIEJO RD Sinle Shoulder Good LLCMnnd 3001601 Good 032-2 - 5.O 30.0 NW 1021 ]3.5015M -11).655617 R' ht RANCHO MEJO RD Slnle Shoulder Good M.d Poll 3001602 GOW R3-6 0.0 D.O NW Appendix E7 Maintenance Zone 4 Sign Inventory Post ID Location Data Post Data Sign Inventory Poe11D 1 CeEluEe I wooded. PwNan Segel As..,Tgo, Contlibn Malerpl 5 nl0 dewmietool MIITCO Code NWN Hv M1I FacrDiuchn 40 Center Canter RANCHOVIEJORD Smgb 9M1oultlar Good Suaro 3001609 Good RJ-0 0.0 0.0 No, 1022 _ 3001604 Good_ R4q' _ _ IRA 24.0 NW 3001605 Goad OM1-3 - 18.0 ID.O NW 1023 33.503]0] -117.,6501]R ht RANCHO VIEJO RD Sin le SM1ouldr Good Signal Pole 3001606 Gootl_ R9-3n _ 0.0 0.0 E 3001607 CgaJ R49 CA - 0.0 0.0 E 33.503136 -117,655788 Fight ORTEGA Single Shoulder Good Lillhelech, 3001703 GaotlR10_]_ _ 120 24.0 W 10]4 30017"Good_ M-3_ _ - 30.0 3 a 0 VV - 3001705 3001]05 cl R26 5 CA - OA O.O w- 1075 33,503170 -117.855839 R' ht ORTEGA Single Shoulder Good Wood Perot 3001705 Good _W119 30,0 30.0 0 W 3001] Good 016-0d 0.0 0.0 W 1076 33.503260 -01).655338 R- hl ORTEGA 9i b Should,, Good IFCIun1rc1 JC01]O6 Gad RS-1 ]6.0 38.0 N toll 33.5032]4 -117.555]1)RI0M11 ORTEGA __ __ Single Shoulder crical 971%h nbl� 3001]08 Criers) R5-2 24.0 24A W 3001710 Good) S 0.0--OS W 107e 33.503303 -11].65510)Right ORTEW SI Ie Shoulder Goo0 Wad Poet 3001711 Good SW4B(LA1 0.0 NOM O W ]001]12 God W1B-0d _ OA D.O W ID]9 33.503331 -11].655126 Right ORTEGA SI la Shoulder God Wootl Pwl 300178 Coed RA7R ___ 30.0 30.0 0 3001714 Crrowl 26 6 CA 0.9 OA W 1000 31503395 -117.65,ho Right ORTEGA Segle Shoultler Good Si net Pole 3001715 Sad _ Re-3a _ _ 0.0 0.0 N 3001]16 Sed 1149CA 0.0 0.0 N 33.5036511 -117.555081 R' ht ORTEW SI Ie Shoulder Good Si net Meat 9001]1]Good RJ-4 30.0 30.0 E 3001719 Cood _R34 0.0 0.0 N 1001 3001719 Good R9-3a _ _ DA 0.0 N 3001720 Goof R49 CA 0.0 0.0 N 1002 33.503695 -117.555031 Right ORTEGA SI'le Shouldm Good lisml Pde 3001721 Goad R9-3a _ 0.0 0.0E 300im Good - R39 0A 0.0 0.0 E 1003 33.503611 -117.655248 P' M1I OR. Double SlwugOr Good Mod Poet 3001723 Good Ot 0.0 OOIL 1084 33.503508 -11].655552 R' 111 ORTEGA Si M SMWd., Good Mod Post 3001724 Gootl 013. . 30.O 30.OIE 1085 33.503408 -11).855854 R' ht ORTEGA Oaude Shoulder Good Mod Post 9001725 God W&2eL 3D.01 30.0E - 90017H Critical R205 CA- - 0.01 OSIE 1086 33.503290 -11].656182 R" ht ORTEGA Si b Shoulder Good Med PAlt 3001"7 Pro A 0.01 0.0 NE 1067 33.503202 -i 7.8554]4 R hl ORTEGA Si le Shoulder Good Mod Post 3001728 Good W2-2 300 30.0 NE 1088 33.50312] -11].6566,1 R' lit ORTEGA Si ! Shoulder_Good Mod Post 3001]29G M6, _ OA 0.0E 3001730 C„wl R26 6 CA 0.0 0.0 E 1009 33.503030 -11].65]02]R' III ORTEGA Si la Shoulder Good ModPas= 3091731 God R10.7 12.0 24.0 E 1090 3702888 -11].60903 R M ORTEGA Si M Shoulder Good Nbad PeY 3001733 God R3_7P 30,01 300 E 33.502]]6 -11].65]868 R M ORTEGA Si,W Shoulder Good Mod Poq 3001"3 Gdo] Ol 0.0 0.0 E 3001734 Goad MIA 0,0 0.0 E 1091 3001735 fiwtl M3-1 0.0 0.0 E 3001738 Good G CA 0 E 0.0 0. 1092 33302]51 -111.59980 P" M1I ORTEGA Doubt Shoulder Good Wood Post 9001]3]Good! OI-t 0.0 OR E 1093 3150721 -117.59868 R' M ORTEW G" Shoultler Good Signed Mw= - 9001"B God -- p.0 0.0S 3001]38 CxN RqB CA 00 1094 39.502698 -117. Sonal,Shoultler Good G wn 3001740 Foo W 2a11 0.0 0.0 E 1112 ]3.502451 -117.651881 R M OflTE(aA Moore Romer God Mort Pond 300980 G2d 017 0A 0O SW 33.502501 -1969885 R' ht ORTEW Sin .Shoulder God Sl'..[Pd. 3001]88 Gadd _R]yt 0.0 300v10 Gwtl R33a .0 0.0 N ft49 C- 0 - _ - _ 0.0 1114 33.50&94 -11].65)77017 ht ORTEGA Sin d I.SW.lder GoRound 90017"Good PSS-1 _36.0 36.0 W 300973 Good RS-te- 360 2q.O W 1115 33303599 -11].65"1T R' M ORTEGA Sin ,Shoulder God Si nel Masi 3001774Gm1 R73-SCA 00 t 118 335025]] -t1T.65T5T4R M1I ORTEW Rhode Shoulder Fee Round 3001]]5 God Rll.: 30.0 30.0 W 1117 1 33.50267-4F11].657255 hI ORTEGA Shooleseukn Good UChennel 3001"6 Gad R2-190. 24.0 JOOW Appendix El Maintenance Zone 4 Sign Inventory Post ID Location Data Post Data Sign Inventory I Ndth I Halaht I Faea D�e D -ttale street ftset Type C.rdrtion M.W.1 Si nlD tonl MUTCD C.ct. W-NS-SJC-TRUCK -0 rt. ills 33.50291 -117.65653 Meet OnTer, Single SMulder G�.d tfkxrJ P..t 300 10 i 30 0.01 300 rl ig:4d 1119 33.5D29 Sinal,SM�U,r Good WAxxi Pcrat MOMS IR3.7R 1-30.01 30.01W 2058 33m%3" -117.5�BS Rem 'FM CHOVIUO A=RD &n&Slnottl,Jer GerxI Rnd 3003399 03 i ONOMY 300M IDI .1 33.990 -1476"80 l5iht ��ORD Be,].S�r Dead a .. 30030 - WCAIATS 2W9 mmo lt� UA 300S 300M 313 3a 24.0 24.OS 2070 33.5(14 717GM47 Wh-t M�WO-Rl Siftie stemicia, G.w Square -300M R34 30 21 320 SW 30034D Rtt 1. U. 2419W 2071 334504M -117.6545F WW-ht GAWO RD si'l.smw., G..d S'..m 300340 R34 3mL-3W-- 30034 Rfi]--3al 24.01 24.01S 0 6 -117.65!lQ NIT=5-�M-owy -Simle smtslclee Goo Rotund 300340 D3 0.0 0.0 sw 2072 300ma D3 0.0 0.0 SE 300u, R41�� 2D73 13150515 -117.6RU! Rht 1�vvf siml�stm,eklisr Geml ft.w -30QUI D3 --2-0 0 0 WON11 03 2 2 3NU R.NS-S.J� 32 k. 2074 133�50&45e .111.� Int GMADO RD Geed Rlatel Strualet. 30D341 01,14-1 18.01s 2075 1 33,S(HPIS �1-17-SMU RNI IRM�2 Shrt1,SWtAtl,rr �d Rild StmMet 3003415 OM4-1 labis 2ff76 1 33.50451 .117.634-2-4 try RR Sinale ShouWar Gmel Square 3003416 R&3. �!4?INE 2077 tt're 1 33.50M DANADO RD Sir,,tie Sh,,W,r G.d S,tu., 3003417 Si WSWetleter Gc,od Sq... 3003410 RI-1 30.01 30DIN L - '0 3% 3003419 R -3. 24.- U 207a to RD _ie.. V.0 NE 30. 30.0 Sw 52 .0 W 2979 11 33.03 1 -11T65410 Rbhl lQRM�JAN'r Sirmser S�rr Gtxet Sce.r. 2080 336!PWlR9 "117.653SU Rbht 10R�. - 300m 1,,,...... Del ...I. SliMle SWi*lur G� Liqu Pole 2081 336WOS -117.653391 ORWGA� �sw,,w stuerie., Gtroti IrtRxel Past 300 3DDU 33a5UP! Single SixetWer G00d__ Ught Pt,la 3OD3425 I CA) L] 24.0 18.0 SW 2032 30OU25 DO 0 0 sw 30OU27 R2.(S...... D.01 pp,, 2H3 3150540 �117m(551824 Right 5OR I SleqWSMuW,, Good Yheul Froml 30OU28 IR3-7R 1 30.01 39.015W 334SOM: -117.65173 R,hl 416AX Geed Signal Pole 30OU29 JR34. -1 100 30 Of5w R+ 33.N5Wl -F7-65 3. 30 tr,,.rS)(CA-) stv 31 1621 rh-t �NWAAV �d Ljm�P� -300ml IR9-3. *1 Oul" 2N5 ".1" - -- 0 42"PTI-2 =34 201 DIM 20M 133.505,19 -1 17.8514F4 =�NOMAV �Sinle Slexticle, F.Jr �harrtel 3H343 24.01 30.111" 300M3 Geed fflAt 33.50527 7717 6 5-0 9 3 3 7,h-t-LA N OV M XV- Siegl,Sm�71GOOd - 30ON3 Goeel S4.3 8.0 24.0 2087 3003437 G� l2m%25) 24.0 30.0 NW 300343 G� S4-2 0.0 0.0" 3003439 R26ZSl(CA) RO NW 20H 334�32( 117 Ufln(S Whl-7-NOM-AV �lnarre,l -30OU4 Good �l wa�l G� 26 WCAt �t D:9 2DO9 3;2"1"1-11746�19510JRjohl -11A 1 36.01 2LZLEt._ a 3 NOMAV �leenrmdl 311,03012� H�l 2 so 3 AV �mrerem 30DW3� R�l 1 36.01 MAINE 2091 33.euntul-117.MONfiffight ll.A NOVtAAV ...MO Goad - RI-1 ........+36.01 30034.G,e,el RI-1 30.01 3%OlNW Appendix Et Maintenance Zone 4 Sign Inventory Post ID Location Data Post Data Sign Inventory Post In LabMe Longitude Position Street Asse1T a Condllkn Molest SI nID Condition MUTCO Col. I WCN I Honda Feta OimdAn 33.503572 -11.6491171411 IA NOVWAV Sin kSounder Good Round 30o3M5 Gd W _ 0.0 0.0E 2092 3003448(mi D] 0.0 0.0 NW -j0-0W-7 G-OW 826 S CA) 0.0 0.D N 2093 33 WM22 -117M9187 Right CL ARROYO Si IdShoudder Good LightPok 3003448 Good _ 112-1(35) 24.0 30.0 NE 3003449 Goo] R26 S ICA$ 0.0 0.0 NE 2091 3&503327 -1170"9370 insist CLARROYD Si Ie SMuger Good stood 3003450 Good G95UCA 18D 24.0 NE 2095 33.503311 -117.649446 Right CLARROYO SI Ie SMuHer Good Kbod Post 3003451 Goo! R2b S CA 0.0 Op NE 2086 33.503141 -117.649778 R' hl CLARROYO SI MSMuker Good Wood Post 3003452 Good R26 5 CAI 0A 0.0 NE 2oW 33.502755 -11.650457 Right CLARROYO. Sin Ie Sloolo, Good sq... 3003453 Gaol R2fi b CA 0.0 IIA NE 3026 31505039 -A17.652W7 R' ht ORTEGA PAY Double SMultler Good Wood Post 3004934 Gaol 01-1c OD 0.0 SW 3027 33.502753 -117.650404 Right CLARROYO Sin IeSMuker Good Eduard 3004835 Good R2WF(CAj D.0 0.0 SE 3028 33502181 -117.651245 Right CLARROYO Sink SMuWer Good Round ]004836 Gm R26F CA$ 0.0 0.0 SE ]029 33.50129 -11.651896 Right CLARROYO Si kSMuder Gaol ht Pak 3001837 Good 0353 30.0 30.0 NE 3].501222 -117.652053 8' ht CLARROYO Si doShouker Good Signs!Pok 3001938 Good D3 0.0 3030 M04938(1003 D3 0.0 DD SW ]1104840(mi R9-3a 0.0 OD SW 33301238 -117552959 Right RANCHO VIEJO RD SI le Shoulder Good S al Pak 3004941 Good 51 CA ___ 0.0 0.0 SE 3031 3004942 Good 28(CA) 12.0 18.0 SE 3004943 CnW R10-0b OD 0.0 SE 3032 33.501373 -11).653083 R' hl RANCHO VIEJO RD Slnle Shoulder Good U-Channsl 3004944 Gd RZ135 24.0 30.0 SE 3033 J3.SON84 -11.653187 Rosso RANCHO VIEJO RD Sln IeSMuker Gaatl S ua 3004945 Good G950 CA 180 240 SE 30M 3350253/1 "WES4167 Right RANCHO VIEJO RD Sink SMuWer Goad S unit, 3004946 Gd VJ&20R 0.0 O.o SE 3035 33502881 -11.654353 Right RANCHO VIEJO RD St,le Shoulder Gd " M1I Pole 30MMI Good 0313 30.0 30.0 BE _ 3001948 GmE R26 CA 120 18.0 SE 3036 33.503059 -11].654M9 n id RANCHO VIEJO RD Saudis Shoulder Gd 3004949 Good G950(CA) 18.0 24.0 SE 3037 33.5030M ll7.SWoi13 Right RANCHO VIEJO RD Si SM1oWkr Gd RMU Post 3004850 Gaatl RMI, 0.0 0.0 5E 3038 3]503u0 -11.854818 Hold RANCHO VIEJO RD Sual.Shoulder Gd Nbod Pool 3001951 Goal R3-Bb 0.0 0.0 SE 3039 33.504156 -117.649605 Right IA NOVMAV Sin le ShoWtler Good b wm 3004852 Wal RSS __ 0.0 0.0 NE 3004853 C otl R26F CA OD 0.0 NW 3040 33.503191 -117.654749 Rpht ORTEGA AW Sin le Shouker Id U-Channel 3001954 Good R2-1(30) _ 24.0 300 NW_ 3004865 -03.1 RZMMA 240 18.0 NW 33.501712 -117.653349�M1t RANCHO VIEJO RO SI Is Shoulder U-Channel 3004956 Good R-NS-001 _ 36.0 360 SW 3041 3004957 WN R30A _ 0.0 0+0 SW 3004950 Good R2-1 5 24.0 30.0 SW 3042 33502018 -117.654040 ht RANGHO VIEJO RD 51 Shouter Rauh 130" 72 59 GoodI 0.0 0.0 NW 80 Good 0.0 DA NE 3043 33 501926 -117.6MM M RANCHO VIEJO RO SI k StnuMer U-CMond 61 Fair -SIC-NATS 0.0 0.0 NE 3044 3]5ot532 -117851543 Right PAS ESPADA Sin le SMuWer ht Pole 62 Goo] -SJC-CVR 16.0 24.0 NE 3045 33501245 -11.655025 Right PAS ESPADA Sin Is SMuWer U-Chi nnel 63 Good CA) _ 0.0 0.0 RE M Goon 0.0 0.0 SE 3046 33.500903 -117.6551149 R ht PAS ESPADA Sin le Shouker Rountl 65 Gaol 24.0 24.D E 3007 31500838 -11.656100 8 ht PAS ESPADA bin0leSMuWer U<1ou n it 66 Fab 30.0 30D E _ 67 Fart 5 24.0 30.0 E 3018 3]500002 -117.655910 R' ht PAS ESPAOA Sin is Sdker Gd ULM1annd 60 Good 24.0 240 E 3049 33.500&16 -117.6551598 ht PAS ESPAOA SinkShoukkr Gd Round 969 Gd1 OD 0.0 NW 3050 335011122 -117.853959 " ht PAS ESPADA Sin kSMubm Good bouts 970 Gd 30.0 30.0 SW 3051 33301819 -117653001 Right RANCHO VIEJO RD Si Ie SMultler Good - ht Push, 971 Gd _ _ ]0.0 30.0 NW 072 GoofCA 120 180 NW 3052 33SD1716 -117.653725 Rohl RANGHO VIEJO RD SI le SMultler Good Scutum 3004973 Good G95D CA 18.0 24.D NW 3053 3150125 -11.653711 R' ht RANCHO VIEJO RD Studio SMultler Good bus ]004974 Gaatl RJ-116 0.0 0.0 NW 3054 33502729 -117.654234 PURIM RANCHO VIEJO RD Single ShaUltler Gootl b uele ]004'5 Gd R-NSOot 38.0 36.0 SW 3004975(ad R30A 0.0 0.0 SW Appendix E7 Maintenance Zone 4 Sign Inventory Post ID Location Data Post Data Sign Inventory Pazt 10 LaOMtle Lan iMde I Poston I SVeel Aa"tT a Calldl0on Mekdal Siono ir On MUTCO Code NNN Hei hl FBLe O1RLlioh 3055 33.50"78 41].65264.8 R' hq 1 ORTEGA HW SI laSMJtler Good ULIun el 30049))Good! RN 100 24.0 NW 30040]0 112.1 - 24.0 30.0 M 3056 33.500"3 -11].852"0 Overhead CL ARROYO Good Sinal Meat 3004979 R3d6+9. -tR:'T_u'3' 0.0 0.0 NW 3004980 R1040 0.0 0.0 SW 3057 33.501007 -117.653110 Right CLARROYO Good SI nel Maal 3004981 R1046 0.0 0.0 NE 3058 33.500961 -117.653201 R M CLARROYO Sin le Shaulder Goad G harm" 3DM982 WAd3- - 30.0 30.0 NE 3059 33500426 -1llB5300)R' M CLARROYO Si le Shoulder Good ht Pale 3004983 Good722 210 30.0 NE 3060 33.500081 -117.654230 R M CLARROYO Siml,Shoulder Good O-Chennel 3004994 R20F 0.0 0.0 SE 3061 33.499]90 -117.654681 Rent CLARROYO Sin le Shoulder Good U-Channel 3097905 R26F _ 0.0 0.0 SE 3062 33499610 -11].655190 R" ht CLARROYO Sinle SMuWer Gwtl Round 3004986 R53r-1 240 24.0 SE 3063 ]3.499005 -11Z65]022 R M CLARROYO Si SbWder Good O{Tann l 300498] OM4-3 10.0 1a.0 N 3084 33.499"8 -11).655282 RVhtCLARROYO SI Ie SMWtler Good Rauh 3004980 03 0.0 0.0 NW 3004908 O3 0.0 0.0 SW 3085 ]3.49951) -117.654919Rh1 CLARROYO SIn Ie SM1OUWer Good Sue. 3004990 GoodR44A(CA)_ 1a.0 2cO SW 3004991 Gold R-NS JC-Tdal 24.0 180 SW 3066 33."9614 -117.654202 R' ht CLARROYO fu kShaWder Good MPde 3004992 Good R2-130.. 240 30.0 SW ]O6] 33.500203 -11].65]0"R hl CLARROYO SI Ie SMUMer Good 3004993 Good R-N5 X-Tretl 24.0 10.0 SW ]000 33.500362 -11].653072 Right CLARROYO Sin le ShooMer Good Square 3004994 Good W 3. 30.0 30.0 SW 3069 33.500965 -117.652911 P' M CLARROYO Sin Ie Shaulder Good DChennel 3004995 Good OM41 16+0 180 NW 33.500981 -it].65 1572 h1 CL ARROYO SI I.SM1altef Good Round 3004096 Good D3 _ 0.0 0.0 SW 30)0 - ]004997 Good D3 0.0 0.0 NW - 3004990 Caactl _ 18.0 30.0 NW 3004999 Good 0 " 19.0 18.0 NW 3D]1 33.500989 -M.052857 RWhl CLARROYO Single Shoulder Good 3005000 Good OM14 180 18.0 NW 3972 33.501022 -11].652002 Right CL ARROYO Single Shoulder Good at. 3005001 Good! S17(CA) 0.0 0.0 NW 3005002 Good M]S 00 0.0NW 33.501042 -11).652]56 Oexdlead CLARROYO Ootid G nM Maat 3005003 Good_ R24(351._-__ 24.0 30.0 SW 3073 3005004 GOOF R9-3a 00 0.0 NW 3005005 Gaol R1042 00 0.0 SW 3074 33.501719 -117.651523 Ffirad CLARROYO Sin le ShoWuer Good Squar, 3005006 Good G951)CAI 16.0 240 SW ]0)5 33.WM2 -117.650296Rihl CLARROYO SInkSM1oulder Good 4ChennM 3005007 Guru W9-2.L 0.0 0.0597 3076 33.502824 -11].649928 R" M CLARROYO Sin le Shoulder Good UChennel 3005006 Fair V l 360 36.0$VY 30]] ]].597119 -11].94935172 h1 CLARROYO Simla Shoulder Good O-0M1ennel 3005008 Good 723-7R ]00 30.0 eW 3078 33.503289 -11].649020 Right CLARROYO Sin le Shoulder Good Wood Poet 3005DIO Good Rt-1 30.0 30.0 SW 3005539 Good R1.1 38.0 36.0 N 3079 33.50721) -11].640063 Right IANOVIAAV 31 .Shoulder Good Vail Poet 3009711 Good W11-7 __ 30.0 30.0 NW 3005012 Gaotl W11-]AHEAD 0.0 0.0 NW 3000 33.502683 -111.640526 R' ht LA NOVA AV Single Shoulder Good Light Pole 3005013 Good R24(CA) 10.D 36.0 NW 30111 33.SOP13 -11].648483 Right LA NOVIA AV Girdle Shoulder Good Rod SWclu. ]005014 Gold OM4-3 18.0 18.0 NW 3082 33.502669 -1P.64042]R' ht LA NOM AV Sin %Shoulder Good UClunnel 3005015 Good OM1-3 18.0 18.0"97 3083 33.WM54 -11Z"""R' ht LA NOM AV Si Ie$haddar Good UCMnn.1 3005016 Goad OM1-] 10.0EXONW 3084 31502646 -11].6484528 hl LA NOM AV SIn Ie ShauMer Good U.0 nnel 3005017 Good R9-3a _ D.0 3005018 Good Rob CA 0.0 33.50M59 -11].640421 M LA NOVA AV Sin'l.Shoulder Good Wood Peet 3005D19 G__d 9711-] 3o.D20GaaUPP0.03005 300502,Good M6-2L 0.0005022 GGod P9-3a 0.03005023 Good 7249 CA 0.0 Appendix E1 Maintenance Zone 4 Sign Inventory Post ID Location Data Post Data Sign Inventory Feel D U.,de Lan ibtle PosiOon Street AundT a CCMi�on Ma1mW Si n1O CoMNnn MUxCO Cade VAtllh Heald Fax Oimction 33SU B -11].648299 Right - LA NOVIA AV Sial Shoulder Good UGI' Pole 3005038 Good Wtt4--0= _ 30.0 30.O SE 3005040 Good W194f5 _ _ _ 0.0 0.0 SE 3095 3005031 Gaud M.6-2L 0.0 0.0 SE 3005042 Gaatl R9-3a ad ad SW 3005043 Good R49 CA 0.0 D.0 SW 3096 33.502703 -11).640349 R' hl tANOVIAAV Sin le Shoulder Good ULhanMl 3D050M Gaatl R(S CA 0.0 O.O SE 3D97 33.502923 -11].648430 Rkilet lA NOVIAAV sineame SMuker Good So.. 3005045 Good R)b S CAI 0.0 DA SE 3098 33.503120 -11).848550 R' ht LA NOV W AV Si le Shoulder Good U-Chaolnl 3005046 Good R26 G CAI 0.0 D.0 SE 3099 33.503293 -11],64B671Pinht CLARROYO Si U- aSMWOer Good Chaaml 3005047 Good R26GCA 0.0 D.D SE 3100 33.503306 -117.M8676R ht CL ARROYO Si bSMulder Good Rountl 3D05W5 Cdlixl 1411 _ 30.0 30.1)SE 00 35538 Good! _ 1 R1- 30.0 30.1)S 33303065 -11].646177 RbM CLARROYO ShpleShoulder ed Ught Pole 3005051 Ge =7 Rir .I(CA) 2CO 18.1)SW 3102 -- .. _.. _-- _ - _ - 3005052 Gaatl 142-t 2( 51 _ _ 2C0 30.0 SW 3005053 Critical R308 CA 0.0 0.0 Ser 3103 33,50380 -117.6,1784111hadd lCLARROY0 SuraileShoulder Coral U-CMmtl 3WS054 Good W14L 18.0 24.0 SW 3104 33=oile 11).647775Rh1 ICLARROYO seramia ShouWr, Coad U-Channel 3005955 Corral Wl-BL 18.0 24.0 SW 3105 33.503888 -117.W)]23 Right CLARROYO Searle shoom., Gcatl ULhennd 3005DSS Good Wt-BL 183 24.0 SW 3106 31503042 -11].64]652 Right CLARROYO Sin le Shoulder Good UShennel 3005057 COGoa1 R7-1 12.0 18.0 SW 30o50s6 Gootl w1-8L - 18.0 24.0 SW 3107 33.504474 A1].W]554Rht CLARROYO Sin le Shoulder Goal MPab 3005059 CriExl WYt 36A 36.OS 3108 31504711 -117.647061 R ht CLARROYO Single Shoulder Good ULhannd 3005060 Good R1-1 30.0 30.0 SW 3005061 Fee R265 CA 0.0 0.0 SW 3109 3334705 -117,647271 Field CLARROYO Sin Shoulder Good �Sqwm 3005062 Good RN"Ti 36.0 38.0 E 3110 33.504306 -117.647012 Right CL ARROYO SShoulder (a U LLCMnnd 300.5033 CMiu1 R-NSSJCLVR 18.0 24.0 SW 3111 33.505510 -117.548(34eRM OL ARROYO Sonceirsihoula., Coed Light Pole 3005064 COoi WAt 36.1) 36.0 SW 3005085 Good SRU-I(CA) 12.0 160 SW 3112 31506970 -117.645530 Field CLARROYO Si bSMulder GOM ULMnnal 3005066 Good RIA 30.0 .0 305 3113 33.506972 -l .S63 R' CLARROYO Si leShoulder Good! LM Unnd 30050 L 8.0 03 Good W1-S 1 24.05 3114 33308926 -1!71]bHW6a M RM CLARROYO Sin le Shoulder Geo] U{lannd ]005068O Good 031-BL 10.0 24.0 SW 3115 31507021 -tt].BM632Red CLARROYO Sinle ShouMer Good U-CNnnd 3005069 Good WLBL 16.0 24.0 SW 3116 33.50]040 -117.644614 Riht CLARROYO Sinle Shoulder Good U-Cluennet 3005070 Gaatl WI.EL 103 24.0 SW 3117 31507096 - II..05 R' h1 CL ARROYO S' Ie Shoulder Good U-Chord 30050]1 Good W1-8L 10.0 2CD SW 3118 3330]300 -11].834588 R' ht CL OL CAMPO S- Shoulder Good Round 3005072 Gaatl03 0.0 0.0S 3005073 Goad 03 0.0 0.0 W 3119 31507334 -117.644542R M CLARROYO Single Shoulder Good hl Pde 3005074 Good_ R2125) _ 24.0 30+0W MOW75 Fair 0315-1 - -- 0.0 0.0 NW 3120 33.507359 -117643174liM CLARROYO Single Shoulder Good UChahod 3005076 Good W 1 36.0 Me W 3121 33.507355 A 17.642582 R' M CLARROYO SindeloSiho,liftirr Good ULMOnd 3005077 Good R1-1 30.0 30.0W 3122 33.50]3]4 -117.6424]4 Ri CL ARROYO Single Shoultler Good L Well 3005078 Cn11oal R2-12157 _ 24.D 30003 3005079 Good W15-1 0.0 0.0 E 3123 33.507478 -117.641839 Field CLARROYO Si la SMWtler Geed Wirtede 3005080 Good SR22-1CA 12.0 180 W 3124 33.038107 -117.WW6O Right CLARROYO Sin Ie ShauMar Good Light Pour 30050al Gootl SR22-1 CA 120 16.0 SW 3125 33308368 -137.640382 Field CLARROYO Single Shoulder Good L19M Pale 3005082 CMixl W154 00 0.0 Suit 30050x3 CnOwl kY-1(25 2CO 30.0 SW 3126 3330aA] -117.539105Right CLARROY0 Snide Shoulder Goold ULMnnd 3005084 Good R0-1 _ _ 30.0 30.0 SW 3005095 Fair Rii 180 9.0 SW 312) 33.509526 -11).83a90R ht CLARROYO Si bSh0ulder Gaatl Lihl Pole 3005096 Good R2-125 240 Mal)SW 3120 31510919 -117.636446 Ri it CLARROYO S6Nb ShoWtler Goal Square 3005087 Good R1-1 30.0 30.0 W 3005088 Gootl FT-4 - Mir 9.0 W 3129 33.510808 -117635940 R' M CLAR0.OY0 Si bShoulder Good! U-Charnd 30050x,Goad R-NSU01 36.0 No S 3130 33.597890 -11].63559]R hl CLARROYO Sued,Shoulder Geed Wbod Peel 3005090 CMLal R2-125 240 30.OW 3131 33511522 -11)634623 Right LLAR0.OY0 Si Ie Shoultler Good Light Pale 3005091 CMicel R2-125- 24.01 ]O.O NE Appendix E7 Maintenance Zone 4 Sign Inventory Post ID Location Data Post Data Sign Inventory Poll to LaBhtiv LoniNtle PoaNen Street Ainn a Conal Material Sed ID Cori MUTCD ewe KVN Heidi Fad,Dirtction 3132 33.511050 -11].636226 R' M1I CLARROYO Single Shoulder Goold IChdnnel 3005092 Good R19 10.0 30.0E 3005083 Gootl 0. R1 - 18,0 9.0 E 3133 33.511056 -11] Fight' ht CLARROYO Single Shoulder Good Round 3005004 Goodell 03 0.0 0.0 S 08 30055 Good U3 0 0.0 E 31N 33.510014 -11]638008 Shield CLARROYO Si leShoulder Gaol Light Pole 3005098 Cr6rs1 9b'1 24.0 30A NE ]1]5 3].509459 -t 17.638446 Right VIA CRISTAL bi ksnoultivr Goold ULM1and,l 3005097 F. 35.0 18.0 NE 33309014_-11]b]9000 flgM CL ARROYO Si le SMWd, o3 der Good Round 3005088 Su0.0 0,0 NE 0 _ 3138- _ 3005088 Good _ M 0.0 0. SE _ 3005100 Critical R1-1 30.0 MG NE 33.51 -1176640000 Right CLARROYO SI WShouker Good Round 3005101 Good D3 _ 0.0 0.0 NE_ 3137 3005102 Good Da _ 0.0 0,0 SE 3005103 Good Rl 240 24,0 NE 3138 33.508392 -017340494 R' M CLARROYO Sin la Shoulder Goold U-Channel 3005104 Good R2-1(2l 240 30.0 NE ]f39 33.50]650 -117.641770 Right CLARROYO Single Shoulder Good U-ChannN 3005105 Good 07 1 36.0 35.0 NE 33597512 .117 64232]R' M1t CL ARROYO Single Shoulder Fair Round 3005106 tF- Godo De _ 00 0.0E 3140 300510] D3 0.0 0.0 S 3aa5109 R1-1 - -- �00 30.0 E 3141 33.5074n -11].643106 R' hl CLARROYO si Shoulder Gootl htPdv 3005109 1E2-1 25 24.0 30.0 E 3142 335074]4 -11].644508 Rihl CLARROYO SI bShoWder Gootl 3005110 R1-1- 30A 30.0 E 3143 3330]500 -11]b45609 RM VIAPARRA bl k Shoulder Gootl 3005111 VPNS-S!C-NATS M 0.0S 33306]4] -11].61N]J R' M VW PARM bi b ShoWOer Good RounO ]005112 CJ _ 0.0 0.0 NE ]1U 3005113 03 0.0 0.0 NW 300sa4 R1-1 30.0 30.0 Nw3145 33506661 -11].WN68 M CLARROYO SI bShoulder Gootl MPWe 3005115 Vd11 - 36.0 M.O NE JOOSiIfi _-1 T5 24.0 30.0 NE 31506309 -tt].615608R M CLAPROYO SI Ie bhoWtler Gootl Rauntl ]00511] o3 _ _ 0.0 O.O NE 3146 3005118 D3 0.0 0.(1 SE 300511g ;RI-1 .. 30.0 30.0 NE 314] 33506284 -11].6456831 M PAS ESTEBAN bin le Shoulder Good uare 3005120 SJC-NATS. : 0.0 0.0 SE 3148 33.506155 -11].645]36 Right PAS ESTEBAN Single Shoulder Good U-ChanNl 3005121 Good 30.0 30.0 NW 3148 33505339 -117.646442RhB CLARROYO Sinle Shoulder Gootl U-Channel 3005122 Good 24.0 24.0 NE 33.075222 -11].64658]R' N CALLEARROYO Sinle SheWaer Good Round 3005123 Good 0.0 0.0 SW 3150 3005124Go_od_ _ _ _ 0.0 0.0 SE ]005125 Good 4.0 18.0 NE 3151 33305112 -11],W64]]R M1I CLARROYO Sun le Shoulder Gw0 UFChrhi 3005126 Goad 1 CA 120 100 NW 3152 33.505079 -112.U6781 R ht CLARROYO SIn Ie Should r Gootl hl Pdv 3005127 Good 36.0 36.0 NE 3153 33.504901 -11]34]266 RM SUNDANCEDR SI k Shoulder Gootl Round 3005128 C.1 300 30.0 NE 3151 33.501056 -11]SO809R M CLARROYO SI Ie Shoulder Gm0 MPWe 3005129 Cmod 257 __ 240 30.0 NE 3005130 food CA 0.0 00 NE 3155 33.503914 -11],64]941 fl M CLARROYO SI kShoulder Gadd Round 3005131 Good 0.0 0.0 NE 3350383] -117"81288 M CLARROYO Si bShouMvr Good Round 3005132 Gootl 00 0.0 NE 3158 3005133 Gootl DJ 0.0 D.0 SE 3005134 Good RMSJCA0.0 0.0 NE ]15] 33503795 -11L69BN5 R' M CLARROYO ME ood Square 3005135 Good ED3 24.0 30.0 5E 3158 33,503501 -H].&8]34 P' M CLARROYO Sl , mtl UMPde 3005136 Cn8uI 30.0 90.0 NE 1159 33.503578 -1i],6.4BB00 Right CLARROYO oad Round 300613]Goatl0,0 0.0 NE 9005136 Good 0.0 0.0 SE 33.503839 -t1).&HON R' MLA NOVIA AV ood MPde 3005130 Gootl _ 40 240 SE 3160 _ _3005110 Good 24 0 ]0.0 SE 10051_]_G_oo_tl__ _ 00 O.O SE 3005142 Good]161 33.504224 -11].078]]88 M1t to NOVl4 AV Gwd hl Pde ]005141 GoW 0.0 O.O SE Appendix E1 Maintenance Zone 4 Sign Inventory Post ID Location Data Post Data Sign Inventory __LD...ID Le4EMe Len IWM Poulton I Sbeel MmtType Condition Maleml S nID CaNMn MUTCDCode VMN He M Fat Direvtun 3162 33.504599 -11).649683 R' hl to NOM AV Single Shu Mr Gund Light Pole 3005144 Gootl 930 C l - 0.e 0.0 SE 3163 33.504)33 -11).809)88 Right LANOVIAAV Single Shoulder GOCd Round 3005145 Ga0d D3 0.0 0.05E _ 3005146 G 03 0.0 0.0 SW 3164 33.505212 -11).650340 RgN IA NOVIAAV _Slnla ShouNer Good Round 3005147 GoM D3 0.0 0.05E 3005140 Good 03 0.0 0.0 GW 3165 33.505]51 -I 17.6514.9_9 Right UNOVIAAV Single Shoulder Good Round - 3005149 Good 03 _ 0.0 0.0 SE 3005150 Good D3 0.0 0,0 SW 3166 33.505854 -11],65156)R' N ORTEGA HWV Sin Ie Shoulder Good 51 nal Pole 3005151 Go% R?N .I... $'r,-3}.:i 300 42.0 SW 3167 33.50613§ =1 174651387 Plan ORTEGA HWY Slnle Shoulder Good Squad, 3005152 Go% R2+]40 24.0 30.0 SW 3168 33506992 -11).8505]6Right ORTEGA HW Sin [e SMultler Good WChennel ]005153 Good R26SCA 0.0 0.0 SW 316933.50)025 -11).650421 R' ht MNOSONG Oft Sln WSlnutlat Goad Jgh,Pale 30051M Good) R-NS-SJC-MW 24.0 30.0 NW_ 3005155 Good RW CA ie 0.0 O.O SE 3170 3350)298 -it).850106Phl ORTEGA FMH Si WSMWder Good UChanntl 3005156 Good R265CA' 0.0 0.0 SW 31)1 J3S0)862 -11).6491)3 Rohl ORTEGAH VY SM W SMutler Goad UCMnnH 300515)Good R20.a C 24.0 16.0 SW 3005158 Good! a6_19=-.yrs_-a Z 0.0 0.0 SW 33.508220 -117.648537 R' N ORTEGA HIM Sin kSMutler Good Round 3005159 Gootl D3 OA 0.0 SW 3172 _ 3005160 Good 03 0.0 0.0 NW _ 3005161 Gootl D7-1 0.0 0.0 SW 393 33508132 ml 170648396 Fluid SUNDANCE DR Snale tler Goad Sq., 3005162 Cmiul 1 r.,: 24.0 30.0 NW 33.50)9)1 -11).6483778 hI SUNDANCE DR SInleShoutler Good Suun 3005163 G1cel R-N6SJO VW 15A 24.0 NW 3174 3005164 Goad - R60B(CAZ,- 0.0 0.0 NW - 3005165 Good -- R-NSSJC-NW 24.0 30.0 NW 33.507223 -117.640180 Right SUNDANCE DR Sin Ie SNnAder Good Round 3005166 Good D3 0.0 0.0 E 3125 3005167 Goof _D3 0.0 0.0 N _ 3005168 Good RBOERCAJ OA 0.0 N 3176 33.50)0)9 -117.648138 Platt SUNDANCE DR sovA,SMWer Gmtl U-ChannN 3005169 Good ?NS•0nl- 360 38.0 E 31» 33.W)0)0 -11).645142 Richt SUNDANCE OR Si Shoulder Good WChanne 3005170 Good R2Y _ 24A 30.0N 390 33.508)06 -19.64)95)R hl SUNDANCEDR Si Shoulder Feir sou.. 30051)1 Fur R¢-1 25- 24A 30.0 N 300592 Good R30B CA - 0.0 0.0 N ]t)9 33.506040 -11).84)822 Plan SUNDANCEOR Si SMuMer Good 3005173 Good WB(CA) 0.0 0A NE ue ]I8o 33505041 -117.647827 Right SUNDANCEDR Shull,Shoulder Good Round 300594 G-M D3 _ 0.0 0A E 3005175 Gaol - W 0.0 ox N 3161 3350015 -117.647656 R' hl SUNDANCEOR Sin Ie SMUWer Good 3005176 Good R308(CA). 0.0 OS N 33.504551 -11).64)4_55 Rght SUNDANCEOR Sin IeShoulder Goad Round _30051))Good _D3 __ _ 0.0 0.0 N 3102 3005178 Good 03 0.0 0.0 E 30051]9 Good R1+3' 300 30.0 N 3183 33.504838 -117.647452 R of CL ARROYO Single Shoulder Good hl Pole 3005180 Criural R308(CA) 0.0 0.0 NE 33.SOW38 -117648844Rht 1MNDSONG DR SInk SMultler Good LNPolo 3005181 Goad _8%125 . 24.0 30.DSW 3154 3005163 GnM - R30B CA 0.0 0.0 SW 3005103 Good R-NS-SJC-NW 24.0 30,050 ]185 33,50255 -11)549661 R' ht N9NDSONG OR Stork ShoNtlar Good Round 3005104 Go. 03 __ _ 0.0 0.0 5 3005105 God - D3- 0.0 0.0 w 3106 335053]9 -11).M97HRoot VANOSONGDR Si SMuWer Good 1Pek 3005186 Four R]OBCA. _ 0.0 OO SE 3187 33506001 A17.&8932 R' N VANOSONGOR 51 WSMUWer Good - ht Pale 3005187 Good R308(CA).- 000 0.0S 3188 33.506290 -11).650020 Rh1 WNDSONGDR SInkSMulder Good ht Pole 3005188 Go. R30BCA - On 005 3189 33.50_713 -11_).85010 R,W WINDSONG OR - Sugle5houtler Good Round _ 3005109 Good 03 0.0 0.05E _ 3005190 Goo! 03 0 0 0,0 W 3190 33.5068)3 -11]650204RIM WINDSONG OR Sinle SMUMer Good Lihl Pole 3805191 Good R30BCA1_....... 00 GOO __ 3005192 Good R81A CA 0.0 -0.0 5 -- 3191 33506)40 -19550314q ht WINOSONG DR Sinle Shoulder GDW Suara 3006193 Good R30BCA 0.0 O.D NW 3192 33.509017 -117647066Ri hl VIACUARTEL Sin &kmm r Good UChenntl 3005194 Good R-NSSJC-CVR 16.0 24.0 NW Appendix E1 Maintenance Zone 4 Sign Inventory Post ID Location Data Post Data Sign Inventory Fund 10 Latitude Lon ibtle Pa... Sal AawIT Caodiad Melanin 5' n10 Carol.. MUTCD Coal Vil 3193 33.507826 A1].46804 Mil PAS BARONA Single Shoulder Good Round 3005195 Good 03 _ 0.0 3005196 Gard 03 0.0 3194 33.50915] -11]54]008 R' ht VIA Cull Shore Snomeee Good mm 3005197 Good RT1.. 304 3195 33.509]45 -Tt].646046P M ORIEGA HM Sinle Shoulder Good Val Post 3005198 Fair W-1 04 3196 33.510045 -Tt].695466RM ORTEGAHWY Sinle S.,Ider Good Whit Pole 3005199 GOW 079-2 0.0 3197 33.510594 -117.64496 Front ORTEGAHWT Sin le Shoulder Good Light Pole 3005200 Good R26 LA 12.0 3198 33610857 -01].643843 R ht ORTEGA HIM Sln Ie SlwuWar Goad Light Pole 3005201 Good R26 CA 12D 3199 33.510942 -111.64319B Right ORTEGA HAN Single Shoulder Good Round 3005202 Goold_D3_ _ 0.0 3005203 Good D3 0.0 3200 33510803 -117 M3635RM CL ev RAOERO Sinle shoulder, Good Square 3005204 Goold 07&1 30.01 3005205 Goold M1 l 18.0 3201 3351095] -11].64359]Rht CL ENTRADERO Sinle SM1oulder Good LM11 Pole 3005296 Goold R-NSS2C:CVR,. 18,0 3202 33510611 -11]54N62 Filial CL ENTRADERO Sln la Shoulder Good sudor 3006207 Good V SJG5BMP15 00 3203 33.510364 .117.64MO R' hI CL ENTRADERO S'm01e Should., Goold Round 300520B Goold 03 0.0 3005208 G W D3 0.0 04 N 3209 33.S1D0]2 -117.643442 Rod CL ENTRADERO Sin la Shoulder Good S uma 3005210 Good W-NSSJCSBMPIS0.0 0.0 N 3205 33.509672 -117.64343 Right CL ENTRADERO Single Shoulder Goold UChannd 3005211 Goold R1;1 30.0 30.0 N 3206 33,509554 -117.43958 Right CLVILIACIARA Single Shoulder Good Light Pole 3005212 Good 03 0.0 0.0E 30052u Good D3 0.0 axis 3207 33.50]535 -14.543931 R' hl CL VILLA CLARA SoRksoduader Good Nbod Poll 3005214 Good R1-1 30.0 30.0N 3208 33.507521 117(1 R' M CLVILIACLARA Si Nshoulder Goold Rountl 3005215 Gould DJ 0.0 00 W 3005216 Good 03 0.0 ads 3209 33_50]999 -t 7 54378 R' hl CLVILtACIARA sl hrShoader Good Round 3005217 Good D3 0.0 0.007 3005218 Cold D3 0.0 Us 3210 33.500715 -11].64379TR hl CLVILIACLARA Sin bShoulder Goold Round 3005219 Gaud D3 0.0 0.0w 3005220 GoW D3 0.0 0.0 S 3211 33.50754 -11].6425]3 Right VIASONORA Similar shoulder Good Square 3005221 Good 81=1 30.0 30.0 N 33.507839 -117.542408 Right VIASONORA SI b SholJder Good Round 3005222 Good-- D3 _ 0.0 0.0 W 3212 _ __ _ _ ____ __ _ 3005223 Godo[ 03 0.0 0.0 5 3005224 Good R-NS-SJC-NW 24.0 30.0 S 3213 31508105 -14.64IIT R" M VW SONORA - Sin IeshoWtler Good Round 3005225 Good D3 0.0 0.0 W 3005226 Good 03 0.0 0.0 5 3214 3150984 .117 643246 Rlight CL BELMONTE Single Shoulder Goad Round 3005227 Good D3 _ 0.0 0.0 E 300522Good D] 0.0 0.0 S 3215 33509]4] 1].Btl285R hl DL ENTRADERO Sin Ie Shoulder Goold 5 ua 30052399 Good W-NS-SJC-5BMP15 0.0 04S 4 3216 33.510317 -11]543311 Right CL ENTRADERO Single Shoulder Goold nl3005230 Good W-NS-SJCwGBMP15 0.0 0,0 S 3217 33.510793 -11]543355 R hl CL ENTRADERO SingleShoulder Good Sao...ue.. 3005231 Good W-NS-SJC-5942115 04 00 SE 3218 33,511055 -14.643518 Right CLENTRADERO Single Shoddier Gmtl Sau.n. 3005233 Goold RM30.0 30.0 SE 3219 335 434508 4 ORTEGA 11313 -11].6ORTEGA HIM Sinle Shoulder Gmtl RR..nd 30052M Good R2-145 N.0 ]OD sun 3320 31511]2] -11Lfi43058R M ORTEGAHWY Single shoulder Good 3005234 Gaal Rot 0.0 0.0 sun 3005235 Good R 4- R 12.0 18.0 SW 3221 ]1511485 -14.6428058 ht ORTEGAHWY SI MShouldar Good 3005236 Good 079-2R _ 36.0 38.0 SW ]00523]Good R26 CA 124 190 SW 382 33.511656 -117.642480 Ford ORTEGA.m Sin le Shoulder Good 3005239 Good 828 CA 12.0 30.0 5W ]223 3],511825 -11].641818 R" ht ORTEGAHWY Single Gmtl 3005239 Goad R3+]R 30.0 300 SW 384 93512153 -11].841221 R' ht ORTEGAHVO' Single Shoulder Gmtl Pole 3005240 Good ft3dR 204 30.0 SW 3225 33512051 -11].540900 R ht ORTEGAHWY _Single Shoulder Fair 3005241 Goold W 0.0 0.0 NW 3005242 GdM D] 0.0 0.0 SW 3225 33.54120 -112.840711 Right VIA CORDOVA Shield Shoulder Good 3005243 Goold R.NS OJ CVR 180 24.0 NW 322] 33511703 -11].WOSNR hI VIA CORDOVA Sh le ShoWder Goold300524 Gaal W-NS CSBMP15 0.0 00 NW 3228 333111]2 -11].640319 Al VIA CORDOVA _Single Shoulder Goold 3005245 Good 03 _ --- --- _ __ 0.0 0.0E 3005245 Goo] W 0.0 0.0 N Appendix E7 Maintenance Zone 4 Sign Inventory Post ID Location Data Post Data Sign Inventory Ped ID Umidep-117.6640721 da unmade Street Me,T a 6oMiWn Material 5 nID &mei4on MUTCD CWa Vial Remain Fine Duadoon 3229 33.511019 ]21ftnt VIA MADERA Sidle Shoulder DWtl Round 3005247 Good DJ 0.0 0.0 NE 3005248 Good D3 0.0 0.0 SE MID 33,508883408 R ht VIASONORA SInle Shoulder Good Round 3005249 Good DJ 0.0 0.0 E 3005250 Gootl 03 0.0 0,0 N 3231335102]1290 R' M VIA SONORA SloIe Shoulder Good Round 3005251 Good D3 0.0 0.0 W3005252 Good D3 OA 0.0 S 3232 ]J511044387 R' hl VIA SONORA Si bSWutler Good Round 3005253 Good O3 00 0.OW 300525e Gadd D� 0 0 0.0 S 3233 33.5115651260 R' ht VIA SONORA Sidle Shoulder Good Round 3005255 Gaod 03 OA 0.0 NW3005256 C»N D3 0.0 o5 8878034 33,51097: 0200 R hl VIAINAERA Sin le Shoulder Good S uere 300525]Gootl Ri-T 30.0 373.9 BW3235 33.51002002.93"hl VIACORDOVA Simla Shoutler Goad Round 3005250 Good O3 0.0 0.0 E 3005250 Good D3 0.0 0.0 N 3236 33509791 -117.640255 Right VN CORDOVA Sin Ie Shoulder Good sq-rd sq-rd3n05260 Fair W-NS-sic-SBMP15 0.0 0.0 N 3237 ]3.506320 -117,650201 Sent WINDSONG OR Simla Shoulder Gmtl Square 3005261Caocd R30R CA 0.0 0.0 N 3238 33.505930 -11].650084R' ht VJINDSONG OR Binloo e Boatmen Good Square 3005262 Gd R2-125)_ _ _ 2/.0 90.IIN od 3005263 GoR30B CA 0.0 0.0 N 3239 33.50N04 -11]..8104 R" M IMNDSONGOR S le Shoulder Fee Square 3005261(SON R308(CAI 0.0 DA NE 3240 33.5.928 AJ7649098 Right WINDSONGDR Single Shoulder Goad ULM1annel 3005265 Good R1-1 __ 30.0 30.0 NE_ 3005266 Iw.tE R30B CF' 0.0 0.0 NE 33.5.904 -117.64]3662' M BUNOANCEDR SimlaSMtdder Good U-Channel 3005267 Gone 24.0 30.0 BE 3241 3005268 Good R308(CA) __ _ 0.0 0.0 BE _ 3005269 God R-NS.SJC-NW 21.0 300 BE 3242 33.505335 -11],62 2M 440SUNDANCE DR SIn le Braude, Good in Pale 30052]0 Gmd R306CA) 0.0 0,05 3243 33.505827 -11].82664 Rod SUNDANCE DR Simla Good Licht Pim 3005271 Good ft30B CA 0.0 0.0 5 32. 33.50693] -11]..]831 Slight SUNDANCE OR Simla Um -Shoulder GM pole e ]0052]2 GR30S CAI 0.0 dos 3245 33.507200 -11]..801]R hl BUNDANCE DR Simla Shei I 11-old Pole 3005273 Good RJOBICA 0.0 ons ]216 !3.507]08 -117S48056Rh1 SUNDANCE DR Sidle Shoulder Lill Pole 30052]4 Good R300CA1 0.0 0.05 3247 31508203 -11]..02662 hl ORTEGA HWY Si MBoomer Lend Pole 300595 Goad R308c,q) DO 0➢BE 3248 3J.SO020> -11].648322 Rod BUNOANCE DR Sin le Shouder Good Square 3005276 Gootl Ri-1 30.0 30d BE 3249 33.50.44 -11]..822 R M ORTEGA HWY SI le Shoulder Sahara 3005277 Good 226 5 CA 0.0 0.0 SW 3250 33.508874 -11].647865 Red ORTEGA HWY Si Ie Shoulder U.Chaval 3005279 C,NUI VJ-NS-SJC-NATS On 0.0 SW 3251 33.509.1 -117..]233 Reold OR IE nhAnf Sin le Shoulder Round 3005270 Good! D3 _ _ _ 0.0 0.0 SW 3005280 Good D3 00 0.0 NW 3254 3150192 -18.640256 Said VIA CORDOVA Sinall,Shoulder Li ht Pole 3005201 Gootl W-NSSJOSBMPIS 0.0 0.0 N 3253 33.5..5 A17+.02.R' M VIACORDOVA Sin la Shoulder Round 3005282 DON W 0.0 DO E 3005283 Good D] 0.0 01 N 3254 33.500517 A1].640231 R' M VIA CORDOVA 30052.GON RL-f 30.0 30.0 N 3255 33.508795 -11]...01 Right VIA CORDOVA SI Shoulder Goodht Pale 3005205 Good W-N5SJCSBMP15 0.0 0.0 S 3005286 Qtl R-NSSJC-NW 24.0 30.05 3256 33.510100 -11].640111[R' M VIA CORDOVA Smile Shoulder Rauntl 300528]Good 03 0.0 0.0 W 3005288 GOW 03 0.0 Ida 3257 3951091 -01].638316 R ht CL RAOUEL Sin le Shoulder Good Routs 3005289 Good D3 _ 0.0 0.0 E 3005280 Good 03 1 0.0 0.0s 3258 33.510319 -11].610122 R ht VIA CORDOVA S dShouder Gone B ue 3005291(awd SSJCSBMPIS 00 DDS re 3259 33511001 -11].64.20 Rehl. VIA COROOVA _Sinyle Shoultlet_Good Round _ 3005292 Good _ D3 _ 0.0 0.0 SW_ - --- 3005293 Goad 03 0.0 0.0 BE 3260 33551 -117.6o0622 R' M1I VNCORDOVA Since SM,W,, Fair Square 30052.Good RIA 30.0 30.05E 3201 33.5123]3 -11].640.3 Right JORTEGhk HIM Sidle Shoulder Good Lill Pole 3005295 Good R4-1 - 0.0 0051, 3282 33.5124 .11].6,1033]R ht ORTEGA HM Bi Ie Shoulder Gmtl U-Channel 3005296 Gadd R30B CA 0.0 O.O SW 3263 ]1513803 -1P.6]%IB R ht ORTEW IINA' Smile Shoulder Good Li M1I Pole 3005297 Good R371R Appendix Et Maintenance Zone 4 Sign Inventory Post ID Location Data Post Data Sign Inventory Post lD LaOWde Longitude Position street Mod!T condition Material Soon ID C.Mithoni MUTCD Code inb01 H orrid Fare Diredvn 32" 32512851 -11]638396 Right ORTEGA HM Single Shoulder Good Round 3005290 Good_D3 _ 0.0 .0 NW 3005299 Good D3 0.0 .0 sW 3265 33.512684 -11]638305 R' M1t VIA CRISTAL Single Shoulder Good U-CMnnhl 3005300 Good oN JC VR 10A .0 N 3266 33.511310 -113638350 Right VIA RU51 Single Shoulder Good ROVnd 3005301 Good 03 0.0 .0 N 3005302 God',, 03 0.0 .0 E 3267 SJ.50%12 -117.639300 Sold VW SOUNA Sinam SM1aultler Gmtl - M1I Me 3005303(9v] R-Ns-SJC-N'.N N.0 .0 E 3269 31500820 -01],6391B3Rent VIA SOUNA $ingb5hauder Good ]005304CM R71' ]0.0Y NW 3005305 Good Rt 10.0 .0 NW ]M9 31509248 -11],6391M Short VIA SOLANA SingeraMuber (iwtl U-0Mnnel 3005306 C-ooa R-NSSJLNVd 24.0 .0 5 3270 33.508403 -11).6391278 hl VIAS l-ANA 51 b5lnuber Good Round 3005307 Go. 03 _ _ 0.0 .0w _3005308 Good U3 0.0 .0 S32]1 3150%]0 -11).639086 R' ht VIA CRISTAL Sin bSuder Goad ..M 3005309 Good R1-1 30.0Y E32]2 33.511841 -11).638081 R' ht VIA PERU Si bShouder Good U-0Mnnal 3005310 Good W NS-SJG-NATS 0.ao W32]3 33511056 -117637274 R' M PASVALENCIA Sin ie SM1oultler Good Liht Pole 3005311 Gootl D3 0.0 .0 S3005312 Goatl 03 0Y .0 W32]4 335119]3 -117.8]0102 Rnt VIA PERU SI la Shoulder Good 5 wm 3005313 Goad Rt-1 30.0 .0 E32]5 _33512024 -11].630148 R' M VIA PERU _ S[n la Shoultler Goad Rountl 3005314 Gaud D3 0.0 .0 53005315 Good 03 0.0 .0 E32]6 33.512921 -117.6381]8 N ht VMCRISTAL SIn Ia Shouder Goad s uare 3005316(iaM Rt-1 30.0Y S]2]) 3354%9 -11],630085 R" M ORTEGA HWY Sin la Shoultler Gootl L' M Pale 300531)Cyxd 826 S CA1 0.0 .0 SW32]8 33 51 N5] -117,636912 R' M1I ORTEGA HWY Sin ge Shoulder Gootl - ht Pare 3005318 Gootl R26 S CA 0.0o bW32]9 33.513980 -11].635]BBFht ORTEGA HM Singe Shoulder Good Uthannel 3005319 Goatl R265CAI FitO SW3280 33.51400 -11].635216 R" M ORTEGA HWY Smle Shoulder Good ht Pab 3005320 Goad R265CA1 0.0Y SUV3201 33513]34 -11],6363]1 R" hl ORTEGAHVVY Sin le Shoulder Goad U-Chanel 3005321 Good R26 S CA 0.00 SW3282 33.51315) -11).6333]68 ht AVO SIEGA Single shoulder Good Round 3005322 Gootl R5-1 36.00 E_]00532]Good RIBA CA - 0.00E 3283 33.5143]] -11).6]4622 Right ORTEGAHWi SIn le Shoulder Good Round 3005329 Good_ D3 __ _ 0.0 0.0 NW 3005325 Gootl 03 0.0 0.0 SW 3284 33.5141)3 -14.634469 Right VIA ERRECARTE Sln le Shoulder Good Round el 3005326 Good R-NSSJCSVR t6Y 24.0 N 3285 33.513815 -14.834491 Right VIA ERRECARTE Sin la Shodtler Good Round 3005327 Gaod D3 0.0 0.0 N 3005328 Gaod 03 0.0 0.0 E 886 335140% -14,636429 Right VIA ESTENAW Sin le Shoulder Good 3005320 Good 111 30.0 30.0 N 3005330 Good! 81:4_ 10Y 9.0 N- 3287 33.514420 -11].6]6282 Right VIA ESTENAGA _ S4,1.$noWtler Good Rowd 3005331 Goad 03 0.0 0.0 5 _ 3005333 Good 03 0.0 0.0 W 3299 3].54925 -11].691363 Right VIA ERRECARTE Si b Shoulder Good Round _3005333 Good 03 0.0 0.0 SE 3005335 Good 03 0.0 0.0 NE 3289 33.611W6 -117.634886 Right VIA OROAZ filo le Shoulder Goof govntl 3005335 Good 03 0.0 0.0 SE 3005336 Good D3 "OA 0,0 NE 3290 33.511046 -11)6382)6 Right VIA ESTENAGA Shield Shoulder Good LightPole 3005337 Good R-NSSJC-NW 24Y ]0.05 3261 33.5130W -11).636263 Right VIA ESTENAGA Single Shoulder Good Round 3005330 Good 03 0.0 0.05 3005339 Geo OS 0.0 0.0 W 3292 33.514301 -117.634374 8 M VIA ERRECARTE Sin ha Shoulder Good S2udure 3005340 Coad RI-I - 30.0 30.9 SE 3293 33514554 A 17 633998 R' hl ORTEGA HAY Sen Ie Shoulder Good U-Channel 3005Mt(amd IMUSCA, 0.0 0.0 SW 3299 33514698 -11]633519 Rohl ORTEGA HM Single Shoulder Fav U&hannel 30052142 Gaed R2SfSVCffi,- - 0.0 aA SW 3295 335146]1 -11]633329 Right AVD SIEGA Singe Snmeder Good U-Channel 30053435 vd ANSSJGNAm 0.01 OYN 3296 3514218 -117.633342 R- M1I AV051EGA Single Shoulder Good Round 3005304(aeod 030.0 Orgill 3005M Good DJ 91.0 0+01E 3297 33.512654 -117.633356 Right AVD SIEGA Sin Ie Sldudar Fahr Round 3005346 Good D30.0 0.0 E 3005347 Good 53 0.0 0.0 N 3298 33.512112 -117 533369 Right AVG SIEGA SInle edede) Goad Round 3005NB Good D] 0.0 0.0E 3005349 Greet D3 0+01 OY N Appendix El Maintenance Zone 4 Sign Inventory Post ID Location Data Post Data Sign Inventory Loraftede I Poeffien I uu�� ..i hu Forroonordededider, 3299 33.5118LB, -117.63336,6110ohl, Street Asset Type Condiftelon D.. U U N 3300 INWDSIEGd, �Beer,Should,, Good Mod!P.dt ms,,S. 33.514765 -1 17.633134IRoht lAVD SlEGA Se,er.Sinuld., Food-UZh-...l 30053511 Dead IRI-1 S -IORTEGA HM 3302 33S14514 -117B33111 P hl, Single Shoulder Good Round 14 G7� 0 .. Go. h. B.SW "30.. 3303 33.514960 A17.6328114ftherld ORTEGik HM Sn,le Should.r Good U-Ch.,n.I 1 RIC n. 0.0 ow 3308 33 515MI .117.6316701firdlit ORTEGA HM Single Shoulder Critical U-Channo 300536211011 R'.3 CA BIN 5 3310 33.5149L5 -117,133272 Sold ORTEGAHM S'nQle Shoulder Good S jam 300SM41GIoud R-NS-0011 .22�= 5365 3311 33,507U5 A 17S50570 Field ORTEGAHM Good Si rel 0013' 6W21 CA n n 3312 33 503855 -117Z5447B Right U� wd do_ 0 GANADO RD U-Churneel _d FU,7JR I n 3.d loge, UANAUU RD Sih,1,Shouted, Good one =1 DS DDS 3326 33 503F -717-6�92 =113053111 1 3331 3'51502 -7717-=3312 Right ORTEGA HM Single Shomeder Uw�d uam 300539 00 PF - 30D539 D3 33.514300 Right ORMGk HBVf Single Shouldid, Good Round 300539 C 0.0 E 3332 300539 D3 .0 0. S 30053 D2-1 Do 1 33 7.7-TOYON DR m i Shield Shookor GoW �hdennel 30953 --u. 33N 33.514"i -1117.636302 Right ORTEGA HM bin IM Shoulder Good 0.0 NE RL Round 30053 3'5 87' 3 5 46 3 S 4.' g"S 1..6' 3 1 1 -' 3 1 14-75 0 P33S Good S ... 7-1 Good I red MV S G:d h 5 - U-C annel ,3 e3-S2 Good on- �d,15.24 ood Rerun Good od� ___. Good Relied 3005 D3 .0 U.. d 33,51372 -117.62,5836 Real QR`rEGA� S.n.W Sh...., Good P.. 30053 18.0 NE 33M 33.51330 -117.63nO3 Role BE ORTEGdk� Single Snot.w., �..d Mood Poet 30053 R26 3337 33.51323 �117.617W?4 Rod oll� 00 - Single Shoulder Good Mod P-1 300MOD Rn S CAI 3338 33.51298 -iii.djaeou,mmm ORTEGA AW Shred Shd,k,r Good U-Cinannal 1 300 01 Good R26 S Do E -T1 7-6 RTED7 Hm Seree Shoulder GM U�Chuunnel 300540 R26 S CA 33 Sim 39mi Ridid 3- NE 3U0 37361-275 A!7m639571 Ron ORTEGAk~ ,unde....,or Round 30054 3MI 33,51274 -117,639692 Rohl ORTEGA FlAff Single SNeulder Good Mod Pt 390mo R�S-001 -3U2 -7352-269 =1170639815 Right ORTEGkHM Single Shouldeir Good U-Ch.nrel 300540 OM2-IV E 3U3 33 51270 w!17F6398110 Right ORTEGA Single Shoulder Good U-Cinenhiel 30054 OM2 Io 3344 33651251 A17B40413 Right BRTEG),�� Single Sooukler Uwd Mod Pool 300540 RSQA 3 .0 3US 3351256 -117.640620 Right ORTEGA�_ Single Shoulder Fw�d Round 300540 D3 DO 01S --36654 Dn ..d E 3346 33 51242 .117.64100i ii'n=ORTEGA HM 7.7.S�..I�dl 7.0-d Light Pole 300541 30.0 E 3W 33651197 -117.642204 Right ORTEGAHM Single Shoulder Good Light Pole 3005411 D7-1 -- 0.0 NE 300541 26 3348 33�511403 -117.6433371RIldrd ORTEGAHM Skind.Shoulder Good U.d Pole 300541 112�i 4- 30 NE 33 51140' 33,19 33 51_1283 Single h...r Good R.oid 305,11 03 go BE - T- 30064 3350 33.511101 -117.643919 Right ORTEGA�� Sinell,SWWr Good Wht Pole 30051 3351 33.510192 m117+64562a login ORTE�� Shield Shoulder Good 1.1ght Pole 3005417 Good -- 3352 33.508258 -117.5,18930 Right ORTEGilk B - E Single Sherrill Good U-Channel 3005418 Good 3353 33.508198 Sih,l.Should., Fm-d Round 3005419 Good 11 0.0 NE 0.0 BE Inie"d rIndid D3 3 So .....771 m 3M 33-505"a -7-."MB Wd�ht TELFORD-DR Ur�U-Cleurrel 3005421 Good 0 Good, .0 33.50840 �117d"9431 Right SW BELFORD DR Single Should., Good Round 3005 3 Godd 03 !3355 300 4 Good - u.0 BE 301, 25- 24D 3ue BE 3356 33m509141464 777 N-82M Wgh-t RUSEO�DR Sin,leSloodder, Good Round 300 26 Good - 0.0 Due BE ,he rdniod 0.0 Do M 3357 13,5091 -11117,TS-767 Higle ROSEDaE OR Si'leshoulkle, Good Round 300 8 Gomel DO ..BE .. Do NE ... Good 33,51047601-11117.6,19714Hfixt I�GRJUJDE OR ReceliShouldid, Godel U�Chumnnd J 3 0.01 Appendix Ell Maintenance Zone 4 Sign Inventory Post ID Location Data Post Data Sign Inventory Post ID LaIide Lon Ruda Fashion Gtreett JE�lnlWd tT a Cot ifwn Has" StanID CuWDIoo MUTCD Code West R.E Fern Duschon 3359 33.50844] -1P.6509]]Right BELFOPD DR houltler GDW Round 30p5431 Gootl DJ 0.0SW3005433 fnatl 333 0.0E3360 ]3500102 -117949]0]R M aELFORD DR Shoultler GaW Sue ]05933 Gootl R1-1n, 30.0NW3361 3150]944 .11].64942]R ht ORTEGA HM Shaultler Good U-Chi 3D05434 GDW 8265 CA 0.0NE3362 33.0]350 -11].6503818 M1t ORTEGA HWY SMUWer GOW U-CM1n941 3005435 GDW R265 CA - D.0 NE3363 33.506798 -11].6510]6 Rihl ORTEGA HWY ShauMer GOW V.Ead Poet 3005136 Good Wd-3 300 NE3364 3350661] -11].6512]1 RIht ORTEGAHWY SM.Her Gmd Wwtl Poet 3005438 Good R26S)(CA 0.0 NE3005937 Gootl M2-2 0.0 NE]]65 33.506550 -t9.651323 RIM OPTEGA HWY SM1oultlar Gwd WDW Past 3005439 Good D}I p.0 NE3366 33505892 -19.651]93 RI ht ORTEGA HWY SMUItler Good Si nnl Meet 3005440 Good R10-0 9.0 NE336] 33.5058]5 -117.651861 R ht ORTEGA HWi Shoultler Gootl Mod Post 300W1 Gaatl WT71854 SE300W2 GOod OM1-1 18.05E3358 33.505]65 -11].6518]5 R M ORTEGA HWY Shoultler GDW Round 3005443 Good 03 0.0 SE _ _ . 3005949 Gaatl 0.0 0.0 HE ]150051 -11 7.6519428 ht ORTEGAHWY Gonad Signal Mae 3005445 Good RC R7}3 CA H 0.0 0.0 HE 330 3005446 Feir R0.0 0,05E 30544]Goad R26 26E 5(CA) 0.0 0.0 WE 3370 33.05529 -19.653030 P ht ORTEGA HM S' Ie Shoultler Good Ythood Pmt 3005448 Goal R11140) 24.0 30.0 HE 3]]1 33.04212 mll?J553Dal ht ORTEGA HVJY SingleShoulder Good Mod Post 3005449 Gaatl 949-2 0.0 0.0 HE 3372 3].504312 -ii].65J60P hl ORTEGA HNA' S" MShauMar Good Woad PDel 3605450 Gaatl R6O_t(CA) 240 10.0 HE 300M5o - M64 0.0 0.0 HE 3373 33.5041589 -1 .85]]18 W,-htORTEW-HM SI IeSWuMer Good 1M1batl Post 3054522 GoGaad R3-7R 300 30.0 HE 3005953 Good 026 5 CA O.OF 0.0 NE 31509539 -11].654595 Right ORTEGA HM GaW Si ntl Mxt 3005454 Good 03-1111um _ 00 0.O SW 3374 3005156 Gmtl M3-2- _ 00 0.0 594 3005456 Good MI-5 0.0 0.O SW 3375 33503365 -117.654885 Rihl ORTEGA HM 5G� Roundl al Mast 3001 Good 0-Nldm 6.0 6.0 NW 3376 33.509560 -11].652565 RI ht ORTEGA HYVY Simla Shoulder Fee, dare 3005/56 Good R26F_ 38.0 36.ON re 3377 33.5095]641].652570 Right ORTEGA MWY Single Sgoultler itl SVudure 3005159 Gold R26F 0.0 OA SW 3005!0 Co. R2-1 5 21.0 300 SW HE 3]]9 33.504842 -11].602]5 R M NANDSONG DR Siftle Round 3005Mt Go. R-NSd]5 0.0 0.0 HE 3379 31504825 -19.60230 Right WNOSONG OR Sinle Shoulder Goodnd 3005662 Good R99(CA) _ _ 0.0 O.O HE 3005153 GaW R26F - BOB 0.0 HE 3380 31504148 -11]648619 RQht IA NOVA AV Si le Shoulder nd 3005161 Good R99 CA 00 0.0 NE 3005465 Good R26F 00 00 NE 3381 33.01641 -19853008 ht RANCHO VIEJO RD S' le Shoulder n 3005466 Good R-NSSJC-CVR 10.0 24.O SW 3382 33.0209 -117.65369]8 ht RANCHO VIEJO RD 5 kShauMm nd 3005467 Feir R-NSSJC-CVR 18.0 24545943005468 Feir R26F CA 0.0 0.0 SW 3383 33.502148 -11].6538058 ht RANCHO VIEJO RD S" Shoultler reneed 300509 Good _ R-N5-001 36.0 36.6 SW 3005470 Gaad R30A 0.0 0.0 SW 3354 33.502599 -19.659156= PANOHO VIEJO RD Single Shoulder Good! Round 3005471 Good R-NSSJC-CVR _ 18.0 24.0 SW _ 3005172 Good R26F CA ova 0.0 SW 3385 33.503008 -117654700Rild I RANCHO VIEJO RD Si Ie smuNer GaW U-Chemtl 305473 Goo! R26F` 0.0 0.0E 3386 33.503002 -11].654]19 Rini RANCHO VIEJO RD Retain SMulder GwE 5 uere 305474 Good 53654 CA 00 00 E 3387 33.499103 -11760270 R' M1I CL ARROYD Sin le Shoulder Gwtl L M P01e 3005475 Gaal SR22-t CA 12.0 18.0 E 3388 3350i -117.553al2 Riaht CLARROYO Sinle Shoulder Good Round 3005478 Good! S:t6A(CAl 0.0 0.0 NW 3389 3].501988 -19.6518)58 M CLARROYO SinkShoulder Goad Round 309547]Gootl S36AICA1 0.0 0.0 NW 3390 3]5048]6 -11].648658 R' M WINOSONG DR Sinle Shoulder Good U-Clumnd 30054]8 Good R2-15 NO 30.0 NW 3391 3]506362 -tt].54]ROR ht SUNDANCE DR S NShoulder Good MPole ]0054]9 Good RS.t 25 NO 0.05 3392 33.5118_66 -117.640605E ht VIACORDOVA SeWleShoulder GOdI V-0Mnnal 3005460 GOW R2A(25) 24.0 30.0 NW 3005481 FDV R-NS-SJC-NW 24.0 30O NW Appendix Et Maintenance Zone 4 Sign Inventory Post ID Location Data Post Data Sign inventory P.ID IaE4He Lon iWtle PmNon soeel AamtT COWwo MebXal 5 n10 Cakition MU]CD Catle — Hooke Faro Dvetllon 3391 3J.511]0] -11].fi]92]5 R' M VIA RUBI S SnouWer Goof wro ]005182 Gpod D] 0.0 0.0 E 39p64BJ CAeE D3 0.0 31507490 -117.857720 Sin Ie 511o", Good Its'... I 3005593 Good N 18.0 24.0 6 ]a32 30056114 0 IN. 18.0 1BA 5 3006596 Good RB-1R J8.0 120W Leu, Suppom 10 Be Replamd Signa Ip be Row d CITY OF SAN JUAN CAPISTRANO CITYWIDE SIGN REPLACEMENT PROGRAM Appendix FI —Maintenance Zone 5 Sign Inventory Appendix Ft Maintenance Zone 5 Sign Inventory Post ID Location Data Post Data Sign Inventory Past lD Lobbied Lon iWtle I Posllion I lreel Asset) Cnndinnn I Materiel Send ID ICoMNon MUTCO Code WSEN He ht Face Oirestien x _33 4BB074 -11].665201 RyM CAPISTMNO Single Shoulder Good UChdnnel 300003,71= R9-3e 0.0 0,0 NE 30000] SB CA 18.0 2/.0 N 35 3348Kfi3 -11].66)9511 R ht CgPISTRgNO Si eSlwWer GOCtl 5 uam 30000391Good 826 GA 12.0 18.0 NE 36 SSABH9B -11].668119 R' M CgPISTRANO Si kSMWer Good 3000040 Cwtl R26CA 124 16.0 NE 37 3348428/ -117.668291 Right CAPhSIR a SI shoulder Good Round 3000M Gootl RSl __ 360 36.0 S 3000042 GOW 725-fa 36.0 24.05 38 33484184 -11T.6663]B Right CAPISTRANO SIn edSMuder GOM Round 3000043 Gootl_725-t _ _ 3fiA 36.0 E 3000044 GaoO R5-10 ]B.0 24.0 N 194 33.16532) -11].670050 R hl PERFECTO Slide,Shoulder Good " ht Pde 3000301 Gootl R2-1 25 24.0 30.0 HE Good 195 33484746 -11].6715]1 R' M1t PERFEGTO Sin le SMuWer Gootl - Light Pole 3000302 Good _W1-R __ _ 30.11 30.0 HE 30003D3 Fair Wt}1(15 18.0 18.0 HE 33.0375/ -11].6725758 hl PERFECTO Sin kSMulder Good MPDI. 3000304 Good R2-1(25) 24.0 3O0 NE 96 3000305 Goad RPL(CA) _ _ 16.0 38.0 NE B0OD3G6- M6-0 300 30.D NE 197 33ABIN1 -117.6]3851 " M1I PERFECTO SingleSMukW Go 0a1e 3000M Gttd RA-1 198 3]./81647 -[1].6]3941 R- M AEROPUERTO 51 SMWx Good ' ht Pole ]000]08 Fatr 112-1001) 240 30 NE 199 33.61645 -11].6]5436 R' ht gEROPUERTO SI SMUMer GooO Round _ 3000309 Good D] 00 _005 ]000]10 Good 03 0;0 0.0 E 200 3].61683 -11].6]5641 R M gVIA00R Sin le$Mulder fab 3000311 Goad Rt-1 ]0.0 30 N 201 33.481675 -117.6]6253 R' M AEROPUERTO no SMuWer Good Who Pole 3000312 Good R26(CA): 12.0 1B.OW 202 JJA816Bt -11].6]$606 R" hl AEROPUERTO Sin le SMuWer Good ULhannel 3000313 Gootl R26 CA 12.0 10.0 N 203 33481680 -117.675318 R' ht gEROPUERTO Si,,I,SM1ouWer Good U-Channel 3000311 Good 826 GA - 12.0 18.0 N 200 33.61684 -11].8]9838 R' M1i gERPUERTO Sin le Shoulder Good UtNmu 3000315 GaulR26 CA 120 18.0 N 205 3348169D -117.67M95 R" hl AEROPUERTO Sin le shoulder Gootl Light Pde 3000316 Good R2-1(3o)_ 2- 30.0 W 3000317 CnBul R26 CA 13.0 1B.O N 206 F#3.4=14 -01],]4051 R' M AEROPUERT0 51 Shoulder Gould OCNmM 3000316 Gwi R2 CA 130 .N 207 -117.6]3]51 R' ht AEROPUERTO 51 k ShoWtler Goad U-Chenrml 3000319 Goad R2fi CA II.O 16.01N 200 33 40 -11].6]3528 R" M AEROPUERTO Sin Ie SMulder Good uim 3000320 Feir Wt0.1 3D.o 300 W 3000321 Fair W4B CA 300 30.0 W 478 -117.670054RM CAPISTRANO Sinle Shoulder Gootl L1ht Pole 3000735 GoM 073.3 300 30.0 NE 479 -it].6]D2]3 R M CAPISTRANO Sin k ShoWtler Good Rountl 3000]36 Gone D3 00 0.0 NE 300073]Gootl 03 0.0 D.o SE 480 -117.6]0010 R' ht CAPISTRgNO Sin le Shoulder Gootl Rountl 3000]38 Good O3 0.0 0.0 NE30DD739 Good D3 00 0.0 SE 481 11).6]0908 Fight q ROPUERTO Light Pde 3000]90 Good W-NSSJ_O+UTS 0.0 0.0 5E 9000741 (wW RIO<h 0.0 o.D 5E 482 33ABH08 41].6]1180 R ht AEROPUERTO lJnh,Pde 3000742 GaN R2-130 24.0 300 E 463 30.01435 -117.671615 e' M AEROPUERTO 51 Shoulder Good Light Pde3000]43 Good 0710-1 300 3D.0 E 3000740 Geld 0746 11 A 30.0 30.0 E 464 33481611 -117.6]25]3 R' W AEROPUERTO 51 ho Ie Shoulder Good S uem 3000745 Gootl R8-8 10.0 30.0 E 485 33.481811 717.672625 Right AEROPUERTO Sin le ShOuWer Gootl Si nal Pole 3000746 Gaod _R15-1 48.0 48.0 SE 300074]Geod W48(CA) 30.0 30.05E 466 33481840 -11].673593 R ht AEROPUERTO SIn eSMulder God Round 3900740 Gaol D3 0.0 - 3OOD749 Good D3 OD 33.182078 1176]362 R4 ht ERFECTO 487 PSi SMuldar Good ULMnnd OOODT50 Goad _722-S25 N.0 30.0 5 3000751 W-NSSJC-HATS 0.0 480 31482]51 -117.673116 R hl PERFECTO b k$Mulder Gadd U-CM1elmel 3000)52(imd R261GA)_ 120 18A SW 3000753 Good .11 0.0 0.0 507 Appendix F1 Maintenance Zone 5 Sign Inventory Post ID Location Data Post Data Sign Inventory Past 10 LeEWde Lon aide Position Sued 11W Condition Ma l S' nID Condition MUTCD Code `Mtllh Hei ht Fere Direction 4B9 33.483010 -11].6]2820 Right PERFECTO Single Shoulder Good LL hennel 3000754 Good R26(CA) _ _ _ 12.0 10.0 SW 3000)55 Good M4b D.0 0.0 SW 490 33.483135 -117.673843 Rod, PERFECTO Single Shoulder Gaatl ht Palo 3000756 Good R2-1(251 24.0 30A SW 33.484180 -11].8]2051 Right PERFECTO Single Shoal Good Light Poo, 3000]5]Fair W"R 30.0 30.0 SW 491 3670]50 Few _W13-115 _ _ 18.0 1a.0 SW 3000]59 Fair R26 CA II.D 18.0 SW 492 33.48460] -117.671583 Rohl PERFECTO Single Sodulder Gwtl ULMmlel 3D0076D Cmad RHE CAI H.0 10.0 5W 493 33.4111611 -11].6]2816 Right AEROPUERTO Si Ie Sl ouMer Good " M1t Pole 3000761 Cdtrei R26 CAl 12.0 18.0 NE 494 33.481653 -11).6]285]Center AEROPUERTO Single Shoulder Good Sucre 3000762 Good RBA MID 30.0 NW 485 33.481583 -11),5]23]5 Right AEROPUERTO Sin Ie Shoulder Good Savers 3000763 GoW RB-B 18A 30.0 NW 496 33.481562 -1 176720688ht AEROPUERTO Sln0la Shoulder Good Signal Pole 3000764 Good! R15-1 _ 48.0 48.O NW ]006765 GaW W48 CAI 30.0 30.0 NW 497 33.48130_1 -11].6)2918 R' ht AEROPUERTO seats SMWder Gaatl Routs 3000765 Caaad D3 0.0 0.0 NW 3000]6]C 1 03 TO 0.0 NE 498 33.401173 -11].6]2158 Said CERVE 1Sh.nldeG..d Shoulder Good ]067]68 who W10.2 0.0 as SW 499 33.101250 A 1]46]2118 Right AEROPUERTO Ie Shudder Gaatl Sused 300D769 Good! R1=1 30.0 30.0 SW 500 33AB11D4 -11].67100]R3M1t _ CAPISTMNO Good 5 neI Most 3000]]0 Good_D3-1a _ _ 0.0 0.0 NE ]0067]1 Gold R10-0b 0.0 DA NE 501 33.481002 -117.871071 Right CAPISTRANO IeSMuper Good S uen 3000]72 Good 0950 CA 15.0 24g NE 502 33.40D224 -117.671743 Right CAPISTR U10 Ia Shoulder Good hit Pale 3000]]3 Gold R2-1(45) 24.0 30,11 NE 503 33.4]9449 -11).67244 Right CAPISTMNO Ie Slwulder Good M Pole 30007]4 GOW R7-10F 12.0 10.0 NE 3000])5 GON M4-11 -0.0-0.0 NE 504 3].411916 -01].6]288]Right CAPISTRANO SiShoulder Gadd M pd. ]0007/6 Gold R]-108 12.0 180 NE 505 334]8524 -111.673213Rohl CAPISTRANO ShoWbr Good - ht Pole 30ODM Goad R7-108 120 100 NE 506 ]].4]8103 -11].8)3561 Right CAPISTRANO le SlnWder Gaol ht Pole JooOne Good R7-108 II.0 1110NE S07 33 snort -11],6]3]84 Right CAPISTRANO leShoulder Few UZhanhM ]0007]9 GDod R7-108 _ 12.0 too SE 3000780 Good MAA 0.0 D.0 NE 500 ]14]5945 -117.6]02]Right CAPISTRANO le Shoulder pond M Pde 3000781 Good R3-8 __ _ __ 0.0 0.0 N 3000782 Good R2:4-(CA) 0.0 0.0 N $09 33.05720 -117.61467]Stood CAPISTRANO Ie Shoulder Good 3006783 Good RJ-)A 30.0 30.0 N 510 J3A]5561 -11].8]4NB Right CAPISTRANO Sile Slculder Good t Pd, 3000784 Go W R26 8 CA as so N 511 334TM65 -11].67500]Right CAPISTRANO tle Shoulder Good YNW Past 3000785 Good M2-2 _ 0.0 0.0 N 3000786 Good R26 CA 0.0 0.0 N 512 33.45H0 A 17.6)5135 Right CAPISTRANO Is SM1ouMer Goad ' M1i Pole 3000787 Good R3-7R. 300 30.9N 513 33.4]4887 -117675225 Right CAPISTMNO Ie Shudder Good Square 3006780 Good R26 8 CA 0.0 a.0 N 514 334]4784 -11].6]5266 R' ht CAPISTRANO ble Shoulder Good Mod Past 3000789 Good Mb2 0.0 0.0 N 515 33.4]4662 -117.615298 RM CAPISTRANO Ie Shoulder Gootl Li M1i Pole 3000]90 Good R3-)R 300 30.0N 516 334]3830 -11]6]5500 R hl CAPISTRANO le Shoulder Gootl S uare 3000791 Fair R26 5!CA 0.0 0.0 N 51] 334]3]77 -117.675530 R' hI CAPISTRANO le ShauWer Good S uare 3000]92 Good R3-ZR 1BA 18.0518 334]372] -11]875529 R' M1I CAPISTRANO tle Shodtler Good Other 30067.3 Good R9-3a 80 a.0 E 519 33473753 -117 676002 Sent STONEHILL sande Shoutler Good! Shoals 3000794 Good G950 CAI Mal 24.0 E 520 ]]473e02 -11].676]10 R_ M ISTONEFULL 51 Ie Shoulder Good sell m 3000795 Gaod Rffg50) - 24.0 3000796 Cmtl R26 S CA 0.0 so E 52133473991 -117.6]70138 hl STONEHILL Single Shoulder Gaatl li hl Pale 3000797 Good R265 CA. 0.0 0.0E 523 33.47p32 A1]678256thM1I STONEHILL Shoals Shoulder Gaatl 8 ua3000]90 Good R28S CA 0.0 0.0E re SJ0 314]4220 -11].6]89]6 Right __ STONEHILL Single Shoulder Good _ Rau_ntl 300US22 Good M4-11(CA) 0.0 0.067 3000022 Good M4-11 0.0 0.0 W 5]9 ]]4]4084 -117.6]03888 M STONEHILL Single Shoulder Good hint and 3000.2 . R2-150. 24A 30.4 W 540 334741100 -11).678D98R' ht STONEHILL 5ink5houlder Gootl Rasn0 3DOOB25Good 8265110.4 00 OD NW 511 330]]023 -11].6]]345 R' M1I STONEHILL Si Ie Shoulder Gmtl U{M1annel ]000826 Good 8265 CA 00 O,OW Appendix Ft Maintenance Zone 5 Sign Inventory Post ID Location Data Post Data Sign Inventory Pos110 tatlWEe Lan ieth, I PoeOion Slmel AssetT Coodeon I Material Si nID CantlNan MGTCO Code Wttllh IaiIlU F.-Duarl.- 334)3]82 -11].6])185 R' M STONEHILL Sinple SMNtler Good Suare 311001127 Good Mt-1 00 0.0W SQ _ 3000828 Good R61-26(CA) __ : 160 24.0 W 3000029 Good R10-7 12.0 24.0 W 543 33.473506 -11].6]6283 Rht STONEHIIL Sin le Sh0ulder Good Square 300063_0 Good_Mi-1 _ _0_.0_ 0.O W_ - 3000831 Good RS )(CA _ _-60 24.0 W _ 3000832 Good # )(CA)- 0.0 . W- 5,54 JJ.O34]] -11].8]6163R h( STONEHILL OoubleSMUMer Good Mad Post ]00083a Good M2-2 0.0 0.0 W ]00D834 Good D1-1 0.0 0.0 W 545 J3A]3g0] -ti].6]56B]q' hl STONEHILL Sin Ie Shoulder Good Square 3000835 Good R2B6 CA 0.0 DOW Sgfi 33.4]3425 -11].8]5818 ft' ht STONEHILL Sin Ia Shoulder Gootl S' nal Pole 3000836 Gootl RtM 18.0 380 W 51] 33A)3385 -11].6]555]fight CAPISTMNO Single Shoulder Goad Si nal Mast 3000837 Gaol 03-1. 0.0 0.0 W 3GOO838 Good R265 LA 0.0 O.O W 548 33.473305 -11],6]5430 Rohl CgPISTRANO Single Shoulder Good Suare 3000839 Gwo R1-2. J6.0 38.0 NW 549 334]208] -11].6)5498 R' M CAPISTRANO Sin Ie Shoulder Gootl 5 uare 3000840 Goad 1126 5 CA 0.0 OA N 550 334]2610 -11].5]5508 Ri ld CAPISTRANO Double Slwulder Fair square 3000811 Good R2-1(40) 244 30.0 N 551 33472229 -11).6]5555 Feet CAPISTRui single Shoulder Good 5 ua is 3000842 Good R265 CFl 0.0 0.0N 552 33471965 -117.8]5610 R' ht ICAPISTRMO Sin Ie ShouNer Good Li hl Pole 3000843 Good R34R 300 30.0N 553 33471514 -11].6]5645 Rialit ICAPISTttAiNO Sirtipl,SWulder Good J M1I Pole 3000844 GwM R34 30.0 30,0 N 33.4]112] -11].6]SN6-imar CAPISTRANO battles SMuider Gaad O-0Mnnel 300D845 G¢d R4-)._ led 24.0N SA 3000846 Dood R3> __ 30.0 30.0 N 3000847 head OM1-1 18.0 18,0 N 555 33.4]092] -11).8]5565 Cankr CAPISTRANO Daunts SMUMer Good S uere 3D00MS Go J 01-1 0.0 0.0 N 556 33.1]0853 -11].6]5)35Rabbit ICAPISTIMtJO 51n le ShaWOer Good Whit Pale 3000849 Gaatl Rfl10 24,0 30.0N 550 33A70558 -11],8)5158 egM DOHNEY PARK Does.ShauMer Gootl Mod Post 3000851 Good M2-2 0.0 OAS 3000852 GOeb Ge-5 CH 0,0 0.0 S 559 334470901 -11].6]55]]Canter DOHNEY PARK Si Ie SMuber Good LLCbervwl 3000053 Gootl Wrest- 30.0 3005 560 33.470880 -117.67U3fi Right CAPISTMNO Sinal,SMUNar Goad Maid P0st 3000054 Good R6115 CA ;2CO 184 S 561 33.4]1090 -117.8)5426 R' M1I CAPISTRANO Single SMulder Good Mod Past 3000855 Good R2d 40. 30.0 5 562 3394714H -11].6]538]R M1I CAPISTRANO Si b SM1auker Gaatl 3000856 Go. W93eL-.t 304 S 563 351]1]35 -1 V.475X6 R" M1I CAPLSTMNO 31 b SMWtler Good 300085]Go. R61-15 CA' 18.0 S 0000858 Coopt R26 5 GA 0,0 5 S. 354)2010 A17A]50G9 R" hl CAPISTMNO Staxe Shoulder Good M Polar 3000859 Fee R&]R, 30.013 3000060 Good -S M 1, DO 5 33.473301 -11]6]510]R' ht CAPISTMNO S k 51wJtler ootl Med Poet 3000861 Gootl 01 OA5 565 300086 CriSW MIA O.OS 3000Bfi3 CriSol M3-t 0.05 314)3109 -11).6]5183 R M1I CAPI$TRANO 51 SMWder Gootl S" nal Meq 3000864 Csotl 18.0 5 566 30ODBBS Gootl 30.05 3000886 Good )D N 300086)Gootl OA N X7 33AUND05 -11].6]5159 R" hi CAPISTgANO Gootl ' nal Mesl 300D868 Good! CA- " " 12.0 late 3000869 Fair O}ta OA OD S 33.4)X55 -11].6]8377 R' M STONEHILL 5 le5haultler Gaad Nbod Pmt 3000870 Good Dl __ 0.0 0.0 SW 568 3000871 Good Mf-1 _ 0.0 0.05 3000872 Good 103-1 - _ 0.0 O.D S 3000873 Good WHOR 0.0 0.0 5 569 33.47X89 -11].e]5112Pistil STONEHILL Double Shoulder Gaol ober Pml 30008]4 Good M2-2 0.0 0.05 570 33.47X50 -11].6]5133 R' ht STONEHILL Double Shoulder Good Other 390DS76G Good! R9-3a 0.0 0.05 571 33.47X)) -117,6)5118 R ht CAPI57MND Doueb SMulder Good Other 30008]6 Goon R9-3a .0 0A mF2 3J.IN111 -tf7.8]5098 RqM CAPISTMNO Sln le Shoulder Gootl Nbod Pael 300087)God ; ) 204.0 30.D 30008]8 GoodsR2R26(CACA 0.0 0.9 9 5 Appendix Ft Maintenance Zone 5 Sign Inventory Post ID Location Data Post Data Sign Inventory Potl to ISNUUe Longitude Position Sooner jg2LIII. Condition Malerul Sign 10 COMMn MUTCO Code VrNN Ne M1I Fece DirtcSon 573 3]4]6892 -117.673972Right CAPISTRANO SingleShoulder Good Sue 30000]9 Goold RN CA - 00 0.0S 574 33.477774 -11].6]3460 Rot CAPISTRANO Single Shoulder Gaal 3000660 Go. MICA) 0.0 0.0 Sw 575 33.479399 -117.672101E hr CAPISTRANO Single Shoulder Good 3000881 Go. 036 CA 0.0 00 SRV 578 33AB0061 -11].6]1533 Rod CAPISTRANO Single SMultler Good 3000882 Good %Aol et _'.3'z_x 30.0 Soo SW 578 3]40091] -11].6]WB0EM11 CAPISTRANO Single ShouMer Good 3000884 Good G950CA 18.0 No SW $79 J_3AB0949 -11].6]0]50 Right CAPISTRANO Single Shoulder Good Round 3000885 GOW 03 0.0 0.O SW 3000886(i N 03 0.0 0.0 NW 580 33461013 -11].6]0]23 Right CAPISTRANO Goold Strong]Meal 3000007 Good 33-1a 0.0 0.0 SW 581 3J 461301 -11].6]3399EM CAPISTRANO Single Shoulder Fair I.Chunil 3000885 Fair 026 CA 0.0 BD SW 582 33461922 -11].669926R ht CAPISTR NO Sinle Shoulder Good U-Channel 3090001,Gold ft2-145 34.0 30.0 SW 583 33483256 -11].668795 R_ghl CAPISTRANO Single Shoulder Good Mod Post 3000880 Good_ W11_-KENO)__ 30.0 30.0533 3000091 Good R26 CA 0.0 0.0 SW 585 33A04563 -117.66]6]3 Plant CAPISTRANO Sin Ie Shoulder Fair I hononel 3000894 Good W4-2L 36.0 36.0 SW 586 _33.484]99 -11]66]488R ht CAPISTRANO Single Shoulder Goold Mod Post 3000095_ Gaol R09 0.0 0.0 SW _ 3000086 GGoodo. .26-1 0.0 0.0 SW 587 3]4850]4 -1126.6]_266 Right CAPISTRANO Single SM1auMer Good S.... 3000897 Good 3311-1 _30.0 24.05W 3000028 Good R NS1 - - 18.0 24.0 5W 589 33485316 -117.68]207 Right CAPISTRANO Single Shoulder Good Square 3005500 Good WIr-I 9E 12.0 18.0 SW 589 33.4862_90 -117666227 Pool CAPISTRANO Single Shoulder Good SuaR 3000900 Goad W1G1 10A 24.0 SW 3000801 Good '3411-1 30.0 304 SW 1994 33405135 -117.667571 E hl CM CAPISTRANO Sin le SM1aultler Good Round 3003282 Good R26F 0.0 0.0 NE 1995 334BST22 -11].68]511 R ht CM CAPISTRANO Single SM1oulder Good Round 3003293 Good 5304 CA 0.0 0.0 NE 1896 33_484836 -11]66]8.11 Right Cho CAPISTRANO _ _ Ooubla Shoulder Gaatl Waatl POM 3003294 Good G-NS-024 0.0 O.O NE 3003295 Good GOP-57(GA) 0.0 0.0 NE 1997 33.493401 -117,669056 Rgnt _ CM CAPISTRANO Single Straddler Good Round 3003296 Good 03 0.0 0.0 NE ]00329]Good O3 OA 0.0 SE 1998 33AS2025 -117.6691928 M CM CAPISTRANO Si Ie Shoulder Good Round 3003296 Good R-NS-001Y 384 36.0 NW 1098 33.482025 -11)6]02440 M CMCAROPU R SI Ie SMuber Gaatl S ua 300]209 Good R4N7 360 36.0 NW S.-re 2000 33.48188 -1_1_].6)2510 Center AVO AEROPUERTO _ SiykSMUWer Gootl Round3003300 Good OMI 10.0 24.05E 3003301 Gootl OM1-J 10.0 10.O SE 2001 33.481533 -11].672625 Center AVOAEROPUERTO SignedSMW4r Gaatl uere 3003302 Good R6-6 1BA 30.0 SE 3002 33481]32 -11].8]2908 Center AVOAEROPUERTO SingleSroi3ler Goad ]003]09 Gxtl 0.4-7_ _ _ _ 18.0 2/.0W 3003304 Good! OIAtd 190 10.OW 2003 33.485362 -11].669700 Rohl OLPERFECTO Stood,Shoulder Good! hl Role 3003305 Good SR2 -I CA 12.0 10.0 SW 2004 ]3.481]93 -11].8]]051 R- M AVD AEROPUERTO Si k5loulder Good IFChennN ]003]06 GOM 50.22-1 CA1 12.0 1BA E 2005 33481688 -11].6]6823 Right AVO AEROPUERTO Single,5roulder Good PR�nd le 3003307 Good R26(CA) 12.0 18.0 NW 20W 33A81561 -117.672891 Ridge AVO AEROPUERTO Si SMWer Good 3003306 Gaatl RiSB 0A0.0 NW2000 334]0170 81].8]5599 Cmkr CM CAPISTMNO 6i aSMWtlef Good t ]003]10 Good 094 ]0.0 30.034 2009 334]0197 -11).6]5631,Center CM CAPISTRANO Si .5hoWtlef Good 3003311 Gootl Rod 18.0 24.0 N 360]312 Good OM1-3 18.0 18.0 N 2010 334]3446 -11].675143 Rood STONEHILL DR Good ok 300]313 Good R61-26(CA) 19.0 24.0 W 3003314 Good o3-ia 0.0 O.ow 2011 33.4]34]5 -11]6]510] Rht CM CAPISTMNO SinleSM1aWtler Good M 3003315 Good R&10a" 10.0 24.OW2012 33.494556 -11]86]692 Ahl CM CAPISTRANO Sin Ie SrouMer Gootl wI 3003316 Good OM2-1V 0.0 0.0533 2013 33AB4B00 -tf].66]4 ]Rhf OM CAPIMNO Sin le Sioulder Gootl 300339 Good OIA2-1V o.0 0.0 SW 2484 334111289 -12883182 R" ht VALLE DCuble SMUWer Gootl al 3004100 Gaol MD2 0.0 O.O NE 2485 . VALLE Slnle Sroulder Gaad ool 300tl01 Good R-NSU01 36.0 35.0E 3004102 Good R6,1L 120 36.0 NE 2486 3118]953 -117.863528 R hr VALLE Si k SroWtler Gaal M ]204103 Good R2-1(35) .__ 24.0 30.0 NE 3001104 Geo] -MIA CA 0.0 O.O NE Appendix F1 Maintenance Zone 5 Sign Inventory Post ID Location Data Post Data Sign Inventory P.o ID LOW. Lon Rude PoeHbn Street MeetT CoMi(n Meknal Si nl0 Contli4on MUTCO Code IN4EIh Hei MgNE gn 2400 33ABR33 -11].6643]2 Rohl VALLE Sin le SMWtler Good So,, 3004106 GOW N2 RAI - 12.0 18.0 2490 33.486353 -11].665200 R' M VALLE Sin le Shoulder Good 5 uare 3005524 GOM R=NS-DD6 120 38.0 2492 334054911 -14].865970 R' M VALLE She le Shoulder Good S uem 3005518 Good R-NS'OG6 120 160 249/ 33A84643 417.666803 R hl VALLE Sink SMWIer Goo! Scurum 3005525 GoN R-NS-DO6 12.0 160 NE 2496 33.483736 -11].66]569 R' ht VALLE Si le SMWer Gwtl 3005526 Cnctl R-NSL1= 12.0 10.0 NE 2498 33.482835 -117.888900 Right VALLE Single Shoulder GCatl S ora 3005527 Gaol _R-NS-006 12.0 18.0 NE 3004116(ioM VV31A CFF 0.0 0.0 HE 2500 33.482405 -11].6683]0 R- ht VALLE SualeSloutlm Gootl 6 w 3004119 GOW Ri-1 300 30.0 NW 2501 31482808 -117665123 R' ht VALLE San'.Shoulder Good C hl Pole 3005520 Good R2-1p5)- __ _ 24.0 30.0 S 3005523 GnJ R-NSA06 12.0 18.0 SW 2503 33.48N57 -117,667802Rh1 VALLE Sink Shoulder Goof Lord Pole 3005521 Gwtl R-NS-006 120 10.0554 2503 33.483645 -11].66]3]]Rohl VALLE Si le SM Mer Good S Gore 3004122 GOW R24(CA) 18.0 36.0 SW 2504 33484600 -117.666530Rhl VALLE Sinle SM1aultler Goad Light Pale 3004123 Gootl R2-1JS 24D 300SW 2505 33485051 -117.666104 R- ht VALLE Sin le Shoulder Gootl 6 ua 3C04124 For q26 CA 12.0 1B➢SW 2506 33.48534 -117.865895-mI,' VALLE SoMe Shoulder LuGhl Pale 3004125 CnM 13261Cn) 12.0 18.0 SW 2500 33.485968 -117.666339 Rohr VALLE S,,a,Shoulder T.;W-Light PDk 300112]Gold R26CA) 12.0 18.0 SW 2509 33.486627 -117.664745 R- hl VALLE She Ie Shoulder GaddLord Pole 3004128 Good IR2GICA1 12.0 10.0 SW 2510 33.487251 -117.864134 R' M VALLE &,,k Shoulder Good Allht Pole 3054129 Good RNICA) 12.0 10.0 SW 2511 33.48]565 -11]663652 Rohl VALLE Sink SIwWYr GMd I-- ht Pok 3004130 Good R2fi CA 12.0 18.0 SW 3512 33.407806 -117.663285 Root VALLE Sin le Shoulder Gaad S ua3004131 Good R2.(CAI 12.0 18.0 SW 2513 33AB7930 -I17663176R ht VALLE Double Shoulder Gootl Wald Pact 3GG4132 Good M32 00 OR SW 33+4877900 -11].5631]2 Right VALLE 510 le ShouWer Good Nbod Post 3004133 Good 71-1 30.0 30.0 SIN 2514 3004134 Gaod RI-4_ _ _ 18.0 9.0 SW 3004135 Gootl wit-2 304 30,0 SW 33./6802] -117.867570 Right IAS RMIalAS 5i k ShoWtler Good 3004136 G ]0.0 30.0 iW 2515 9064137 Go. 5411-2 od _R2fi-2a __ . _ 9.0 18D SW 30130 Fair R2fi CA - 0.0 0.0 SW 2516 33.468307 -11].666534 R M LAS MMBlA3 Sin Ie SMuker Gootl S w 30.139 Few R34R 30,0 30.0 W 2517 33.46836] -11].6659_84 RqM _ LAS RA a _. Single Shedder Good_ siGRI Pale 30.1413 Good R34 _ 30.0 30.0 N 30.141 Gootl 03 la 0.0 0.0 N 2510 33A67306 -11].666082 Cenkr CALIFORNIA Sin_ple Shoulder Good S uam 3004142 Gmd R!-] _ 18.0 24.0 N _ 3004143 Gadd OM1-3 180 18.0 N $19 33A6T331 -11].686151 Rom CALIFORNW Single ShoWder Gaatl 30.144 Gaut R2fi CA 120 18.0 N 2520 33.467311 -11].888182 R- M CALIFORNIA Siml,ShouMer Good U-Chennd 30.145 CMiwl OM2-2V 60 12.0 NE 2521 33.467266 -11].666188 Rohl CALIFORNIA Single SMUWer FYIr r 30.146 Gootl ft26 LA 12.0 18.0 NE 2522 33.46]2. -11].66623]R ld VIhG IFORNIA S' Ie Shoulder Good Round 30.147 Gootl _ 03 _ 0.0 0.0 W 3004140 GoM 03 0.0 0.0 NE 2523 33.466960 -11].116643]R' hu VIA CALIFORNIA Sln le Shoulder Gootl U-Channel 3004140 Felr _ RI-1 ____ _ 30.0 300 NE SHOW Gaetl R3-2 30.0 30.0 NE 2524 33.46]940 -11].655002 R hl PAS PEREGRINO 6i Shoulder Goad Round, 30.151 Good D3 _ p.0 00 SE 3004152 Good D3 0.0 0,0 NE 358 33.46]222 -11 7.666132 Cenkr VIA CAMFORNIq Sin le ShoWtler Good Suare 3004153 Gootl R4-'] _ 10.0 24.0 SW 30.154 Gootl OM1-3 18.0 100 SW 246 33.46]4]6 -11].665822 R' M1( VIA CAUFORNIq Sln kSMWder Good U-0M1annW 30.155 Good RB-]e 24.0 2/.05 2527 33.467630 -111.665859 Rohl VIACAUFORNIA Sln Ie REer Good 5 uam 3004156 Good! WS-3 30.0 30.0 S 2520 3146]941 -11].6846]Rohl VIA CAMFORNIA 5 kSh0ulder Felr ULM1annel 30.15]Fair RS-3a 24.0 24.0 S 2529 31483386 -11].655)32 R' ld CMLASRAMIS As Sin Ie Shouter Good S' nel Pale 30x58 Gootl R&3a 00 0.0 W 3004168 Feir RIGi 90 120 W 2530 33.468405 -11].665]J6R It CMlAS RAMS S Single Shoulder Good Rou0tl i 3004180 Good D3 0.0 0.0W 30.181 CxcE D] OA 0.0 6 Appendix F1 Maintenance Zone 5 Sign Inventory Post ID Location Data Post Data Sign Inventory Post lD InBhbO Lan ibm Poolbn streel Asset Type PG� MabMI Sinno COMNon MUTCO Cada W9Rh Ne ht Pare Daemon 33.460432 -11].665]01Fight CM IAS RAMBLAS S loSlnulder 5 nal Nom 3OWI62 Gam] D3-1a 0.0 0.0w 2531 3OU163 Clod R -' CA 24.0 ROW3004164 GOod R9-3a 0.0 0.0 W2532 33.468459 -1126655]4 R hl OM LAS RAMBIAS Sin le SMuber a uera 300065 Good VdNSSJCNATS __ 0.0 0.0 W J004108 Goad RB-3o 24.0 24.0 W 2533 33.684]2 -11]665511 R' ht CM LAS RAMBIAS Sin leSMulder Sue 300416]Gootl R2-1 45 24.0 30.0 W 25]4 33.460599 -11].664]00 RM1t CM IAS RAMBLAS Sin la Shoulder Som JOW IBB Gaa] RB-Je 24A 24.014 2535 -11].653818 R ht VIA D AGUA Sin a SMuber Rountl 3004169 Gootl D3 0.0 0.0 W ]0041]0 Good Da 0.0 OXw 25M 33.68.9 -11].663668 R' ht VIA DAGUA Si laSlquMer Sue, 3O041]I Gadd R8-Je 24.0 24.0W 33.60409 -117662MSFiht CM LAS RAMBIAS Si Ie SMUMer UChannel 3004172 Gadd RVI 40) 24.0 30.0W 2537 _ 3004173 Gadd W3e 24.0 24.0 W 3004174 Gaal M4E D.0 0.0 W 2538 33.468476 -11].661033 R' M CM LAS RAMBIAS Sin le SM1aultler Goad S'.. 3004175 GoW 4 3R0 30.0 SW 2539 33.46MOO -117.661605 Right cm AS RUMBLAS Sin Ie SMUIder Good Round 3004176 Goad D3 0.0 0.0 SW 30041P Sidi DJ 0.0 0.0 W 2Wo 33.460544 -11].861154 Right DMus RAMBLAS Sings,snoodds, Good Round 3014176 Good D3 0.0 0.0 SW 3004178 Good W 0.0 0.0 NW 2541 33 4634,47 -11].682145 R M1I OM IAS RAMBIAS Sh,%Snoods, Good R...d 3004180 Good D3 - _ 0.0 0.0 SW 3004181 GOM D3 0.0 0.0 NW 2512 33.460569 -117,6609798 ht CM LAS RAMBtAS Si Ie SMuber Good OMN. 3001182 5=3114J11 12.0 36.0 SW 2513 33.460965 -11].059605 R' ht CM LAS RAMBIAS Single Shoulder Good Round 3004183 Good 03 0.0 0.0 SW 30041M C W 03 0.0 do NW 33.469832 -11].65]944 R' ht CM IAS RAMBIAS $.,w Should., Good 5ua, 3004185 Good D3 _ 0.0 0.0 SW 7. 3004186 Good 03 _- - 0.0 0.0 NVI 3004187 Good 131ACM 0.0 0.0 SW 2545 33.169796 -11].65]294 Right cm 1AS RAMBIAS Single Shoulder Goo0 Round 3014180 Gootl 03 _ _ 0.0 0.01W _ 3004189 Gaal Ind 0.0 0.0 N 2546 339469W -112 6 5 6 211 Right OM LAS RAMBIAS Sin le SMuber Goad Who pole 3004190 Good R2^1 45 24.0 30.8 W 2147 33.69846 -117,651168 RiPht CM LAS RAMSIAS Sin Ie Sluoubar Good Sue, 3004181 Good RIA, 30.0 30.0 SW 2548 33470291 -11].649]4]8 ht OM LAS RAMBIAS Sin Ie Shoulder Goad sq... 3004192 Good R-NS-001 38.0 360 NW 2149 334]0500 -11],648060Pinto CM LAS RAMBIAS Sin In SMWer Good u-Channel 3004193 Good Ill, 30.0 30.O SE 2550 33.472155 -11].64623]R ht CM IAS RAMBIAS Sin le Shoulder Good J- humnN 3004194 Gaon WJ IAC. 0.0 OS SW 2551 334]3611 -117.fi45377 R ht cm LAS RAM6IAS Si b SMM]er Good Mor 3004195 GOM CIAO 10.0 18.0 S 2552 33.473611 -112645400 Right CM AS RAMBIAS Si SMulder Good Omit 3001196 Good 1431 CAI 0.0 do S 2553 33.4]3511 -11].645424 R' ht CM LAS RAMRUS Sin bGMulder Good ONer 3004114 Good OM4-3 18.0 18.05 2514 334]3530 -11I,845562liht OM LAS RAMBIAS Sin le SMuber Good ONer 3004190 Good OM4_3 18.0 USS _ 3004199 GOW OM4-] 18.0 10.0 N 2555 33.4]3630 -111.645fi94 Right CM LAS RAMBIAS Sin Ie Shoulder Good U-ChannN 3004200 Good RBJa 24.0 24.0 S 2556 33.4]294] -117.646060 R' ht CM LAS RAMBIAS Sin Ie SMM]er Good flauntl 3004201 Good 03 0.0 0.0 NE 2557 33.4]198] -11].818285 Ron CM LAS RAMBLAS Si le SMuber Good U-Ch dddd 3014202 Good 30.0 30.0 SE 2558 33.]2009 -11],616265 Right CM EAS RAMBIAS Si SMuber Good Wbotl Post 3014203 Good O3 0.0 0.0 SE 3004214 Good o3 0.0 0.0 SAY 2559 33.469986 -117.052242 R M CM LAS R BIAS Si to Snub., Good Li M Pole 3004205 Goad 24.0 30.0 E 2560 33.410202 -11].65568]Right CM LAS RAMBIAS Sin is Shoulder Good 5 ua, 3004206 Good on 0.0 N 2561 33.70952 -112857695 Riolit AVD PESCADOR Sin Is Shoulder Good u-Channel 3004207 Good 36.0 36d SE 2582 33.71507 -11L857706 R' ht AVD PESCADOR Sin ISSMulder Good O4nd Post 3004208 Good =D30.0 30.0 SW 2563 33.72000 -119.65]536 R' ht AVD PESCADOR Sin Is SMuber Good Weotl Past 300420B Crifial 30.05 2561 33.7%02 -111.656I3]Rent AVO PESCADOR Si Issmuber Gootl flauntl ]014210 Good OA NW 300 1 Good O.D Nw2565 33.7)593 -11].655883 R' M CL MIMMAR Si b SMutler Good 3004212 Good 3008 2566 33.7]60] -11].555]90 R ht CL OELGADO Si bSMuldm Gootl U-Channel 3014213 Gootl 0.0 W Appendix F1 Maintenance Zone 5 Sign Inventory Post ID Location Data Post Data Sign Inventory Post ID Lati1We Lon iede emitted I Strait M.Tirol Condition Mateuld Stan ID Condition MUTCO Coen V6UN I Hall I From Diretlun 256) 33,1111 -11).656]848 M CL DELGADO Sin Ie Shoulder Good U-0M1anned 3004214 GDatl RIA 30.0 30.0E 2568 33,1]]]89 -11].655882 Right CL DELGADO Single Shoulder Good ULhannel 3004215 Good MINCA) 00 0.0S 2588 33477305 -11].65]025 Right VIA DAGUA Single Shoulder Good Round 3004216 Good 03 0.0 0.0 W 3004217 Fell 03 - 0.0 o,0 N 25)0 33,176601 -117.661232 Rant VIA N MIRADA Single Shoulder Good 5 uee 3004218 Good VANS-SJC4JATS 00 0.05 2571 33.47MBO A1].6590]0 Right VIA IA MIRADA grind,Shoulder Good U-Channel 3004219 Fair 011,14-3 18.0 18.0 SW 2572 33,4]114]3 -11).8591408 M1I VIA U MIRADA $]ogle Shoulder Good U-Chennel 001220 T=W31CA)_ _ _ 0.0 OA SW 3004221 GoodOMl 18.0 18A SW 2573 33.4711470 417+659176 Right VIA LI all Sinle Shoulder Fair ULM1annel 3004222 Feil R25' CA 0.0 O.O BW 25]4 33.4]BMS -11].659238 Right VIA IA MIRADA SInle Shoulder Chral 60Lannel. 3004223 Fair OM43 18.0 18.05 2575 33474862 -117662113 Sort VIA LA MIRADA Single Shoulder Good U-Chanel 3004224 Good RIM. 30.0 30.0 N 2576 13947487D -117,66216i Right VIA LA MIRADA Sinle Shoulder Good Suae 3004225 Goo] WeNSSJC-NATS. 0.0 0.0 NE 25P ]39]4]05 -11].680690 Rider VIA DAGUA Slnle Shoulder Fair 3004226 Fair 31-1 ]00 30.0 NW 2578 ]]9]3098 -11].661528 ant VIADAGUA Sin le Shoultler Good Suae 30N 2]GaoE W-NS-SJCSBMPt5 09 D.O NE 2579 339]0661 -11].663635R' hI VIADAGUA Si Ie Shoulder Good Ybod Post 3004220 Good R1-1 30.0 30,0W 2580 33468806 -11].653]90 aM VIA DAGUA Si Ie Shoulder Good U<hannN 30"229 Gaad R1-1 300 30.0N 2581 33468809 -11],663630 R' M VW DAGUA Si Ie Shoulder Good U-Chennal 30"230(ao% W-NS-SJC-NATS o.0 0.05 2582 33469]96 -11].663]"aM VIA DAGUA Strait,Shuler Good ' MPde 300431.1 R2-125 24.0 3005 2583 3]9]0995 A17016Ni Right VW DAGUA 51 Ie Shoulder Gaotl Wood Pmt 30N232Gw] Rt-f 300 300 NW 25M 339)05]_3 -11).6533]3 Right VIADAGUA SM,!2 Shoulder Good Round 3004233 Good D3 D.0 0.004 30"214 Good D3 00 0.0 S 2585 334]069] -11].663362aN VIA DAGUA Sin Ie Shoulder Good Sound, 3004235 Good VVNS-SJC-SBAIPIS 0.0 0.0 SW 2586 339]1354 A1],663111B Right VIA CASCARA Single Shoulder Good Waotl Poat 30"236 Girard Rb1 30.0 30.O NW 2587 33971310 -11].663180 Right VIACASU DA Strait,Shoulder Good 3001 Gaml VANS-NIS0.0 0.0 NE 2588 33,1]1213 -11).6632211F M VIADAGUA Stood,Shoul Good U-0hennel 390423BGaod R2-129 14.0 30.0 NE 2589 33. 95 41],6Wa29] ht VIADAGUA Single5houker od Good Round 3004239 GD3 O.o 0.004 OID 3004240 round 03 00 o0 NE 2590 33.4711169 -11].6531]3 RI hl VIA DAGUA Small Shari Good Li ht polo 3004241 Fav `AONSSJCSSMPIS 0,0 0.0504 33.471259 -11].663061 Right VIA DAGUA Single Shoulder GoodRound 3004242 Good 0] 00 O.OW 2581 3004243 Good D] _ _ _ _ 0.0 US 3004244 GoodR1-1 0.0 30.0 SW -1 2592 33.473811 1].66218 M R" CL CANTO Single 5nouleer Good Round 3004245 Good 113 0.0 0.0 SW 3004246 Good DJ 0,0 00 SE 2593 33,4]3]43 -117.661)"R' ht VIA DAGUA Sin le Shoulder Good South, M 30N248 Good RMT 14.0 300 NW 2594 33.4)3]38 -11].66111 Right VIA O AGUA Single Shoulder Good South, 30"248 GUM 04.145-SJCSBMPt5 0.0 0.0 N ]].4]149 -11).66304]8 M1I VIA DAGUA _ _ Slrple Shoulder Good eauntl 300410 Coats O3 _ 00 0.0 SEE 2585 - 3004250 Goad 0] _ 0.0 0.0 NE 3004251 Gootl R1A 30.0 30.0 NE 2596 33,172218 -11],6824]6 Right VIA CASCARA SIn le Shoulder Fair So. hF 3004253 Good %FNSSJCSBMPI5 0.0 o.o SW 2597 33.43382 -11].661699 R' ht VN DAGUA Sul Shoulder Good ' MPole 3004253 FairGoo VFNSSJCSBMPIS 0.0 0.05 2598 339)36)9 -117.881525 Right VIADAGUA _Single Shoulder Good Round 3044254 Gold DJ _ 0.0 O.D SE 3ON256 Good 0] 0.0 0.0 SW 2599 339]3089 -11].681]1 Right VIA DAGUA _ Single Shoulder Good Round 3ON257 Gal 03 _ 11.0 110 SW 300425]Gaotl D] 0.0 00 W 3],4]1562 -11),680581 R" hl VIA DAGUA Single Shoulder Good Raul 3004259 Fav _ 0] _ 0.0 0.05 26011 3004259 Good D] 0.0 0.0 SW 3111260 Good R1-1 30.0 90.0 SW 2602 33.468016 41].683139 " ht VALLA RD Doublehohdl Shoulder Good Nbad Patl 301281 Goad Ot-3 O.o 0.0 NW 264 3398]803 -11].88]775 R- M CM LAS RAMBlAS Single Shoulder Gal MVO°Pmt 3004262 Got R5-t 36.0 24.0W 30NM3 Good RS-ta 38.0 240 W 2603 3396]822 -117.687)]5 Right CM VS RAMBUS Single Shoulder Good Stand Pob 30121 Good flFtL 120 N.O W Appendix Ft Maintenance Zone 5 Sign Inventory Post ID Location Data Post Data Sign Inventory F.10 1 LaOWtle I Winner. P Sheol aELT Condor. Makrul Sion ID CoMBion MUTCDCW. 045101 Ne ht F.-Diarri 3346808] -117.667B13 LM IAS RMIBIAS Sin IB Shoultler Gootl YWBtl Pod 3004265 GOW 18.0 24.0 BW2604 30M200(i00tl 30.0 30.0 SW - 300026]CnW OerI 18.0 18.0 SW3346]8]5 -117.667725CM IAS MMBIAS 51 le Shoulder Gootl S" nal Meet ]DO Me GOW D3 0,0 0.0 N 3004269 GDW R9.3a 00 0.0 SW2605 30012]0 Gootl R43a0.0 0.0 NE 30042]1 Gootl RBJe 0.0 0.0 N 2606 ]14]4832 -11].660]69VIADAGW Sln bShoulder GODS ' MPole 30042]2 CrNral R-NS-SJC-MN 24.0 ]O.D SE 260] 31488014 dp.663120VALLE RO Deuhk SMWtler Goo6 LWDE PosI 30012)3 GODC GB-1 CA 0.0 0,0 W 3808 33.414856 -1P.681000VIALANIRApA SingkSM1auWer GDW ROunO 30042]4 GOW 03 0.0 0.0 W30042]5 Gootl D3 0.0 0.0 E 2609 ]34]6319 -117661301VNtAMIMDA _ Slrple Shoulder_ Good_ Round 3001210 - D] 0.0 0.0 W - - - - _ - 30D4zn GOUE _ 00 - -0.0- 0.0 Sw 2610 31477142N-117.656869 5]46R' M VIADAGUA SI Ia SMuber Good S ... 30N27B Good! R1-1 30.0 30.0 W 2611 33.41757256069 R' M VIA O AGUA SIn Ie Shoulder GDW Rountl 3004279 GoW D3 0o0W3001260 Gootl D3 0.0 0.0 S 2612 33.4]]62650102 R hl CL DELGA00 Sin Ie Shoulder Good S uek 3004201 CnOr'a1 R30B CA[.. 0.0 0OW 2613 33.0]63] 56500 P' M CL DELGAOO SIn .Shoulder Good 5 ue 3004262 Gw:1 JUR CA.'_ 0.o ODW33.076416560998 ht CL DELGADO SI Ie Sh..1der Gootl Round 3004283 GoW D3 0.0 MAW2614 3004204 GOOd W 0.0 0.O W 3004285 pi5a1 R30QjQr 0.0 0,0 NW2615 334]5308658]82 R" M1I GL MIRAIMR SI Shoulder Gaod Round 3001286 God 03 0.0 a0 W 3004287 GOW D3 0.0 0.0 N 2616 33.0362] 6%THRM OLMIMMAR Sin le Slwuker Gootl hl Pde 30U288 FairR-NSSJC-NW 14.0 30.0 BW261] 33.05150658594 R' M1t VIADAGUA Si Ie Shoulder GOW `Mod Post 3004209 GDW RTi1" 30.D 3D.O SE 18 33.4]]204856395 R' ht VIA O AGUA SIn Ie Shoulder Gootl Li inPole 3004290 Fair R-NS-SJC-NW 24.0 30.05 2519 334]500B66029C R' ht VIADAGUA Sin .Shoulder Good " MPde ' 3004291 Fee R-NS-SJC-NW 24.0 30.0 W 334]40226604068 hl VLI O AGUA SIn,,eShoulder GOW Round 3004282 Gaal 03 _ 0.0 0.0 NE 2620 30_04_293 Good! D3 0,0 0.0 SE 3004294 Fu, RI-1 - 30.0 ]0.0 NE 2621 31475433 -11].650024 Field! VIA D AGUA Sirle Shoulder GDW Round 3004295 Good D] 0.0 0.0 W 3004296 Gcod D3 0.0 0.0 BW 2622 334]375] -11].6568778 M1t CL 10114 R Sin le Smolder Good Round 3004291 G.. RIA = 30.0 30.0 NW 2623 3303315 -11].651529 Right AVD PESCADOR SI Ie Shoulder Good Round 3001293 Gold R3-1 30.0 30.0 NE 2624 33.472885 -117.65]689 Right AVD PESGAOOR Single Shoulder Good Light Pale 3004288 Good 03 _ _ 0.0 0.0 N 3004300 Good! M 0.0 0.0 E 2625 ]3A]N20 -117651031 Rare AVO PESCADOR Sin Ie Shoulder GDW Round 3001301 GaW 1411 ]6.0 360N 262. 334]1804 -1170557729 R hl AVO PESCAOOR Sin IO Shoultler Good Wmd Post ]004302 GDW Rt-1. 30.0 30.O NE 2627 33.00048 -117657303 RM CM IAS MMBLAS Sinale Shoulder Fair U.CM1ennzl 3004303 Good R1.1. 300 30.0 N 2623 33459911 -12657958 R In CM AS MMBIAS Sintee SMulder Good So-, 3001304 Good! W.NS-SJCS9MP i5 0.0 0.0 S 2629 33470435 -111650303 Ri;ihl CL DORADO Single Sh..1der_Good Round 3004305 Good 03 0.0 D.0 SE 30043M Gond D3 O.O W 2630 3]4]0)29 -11].fi5]912RM AVD PESCADOR 31 kSM1oulder GOW USMnntl 300190)LrWal Rt-1 30.0 30.0 SW 2631 33470750 -11].65]025 Right AVO PESCADOR SI k5haultler_Good Rountl 3004300 GDW W OA 0.0w 3004309 Goai 03 0.0 0.0 SW M32 33.00615 -117.658319 R h! LL pORA00 Si Shoultler Gootl U}CMnnel 3001310 GDM RI-1 30.0 300 NE 263] 33470952 -117.658735 R' ht AVO MITA SI kSM1oulder Goad square 3001311 Good JV. S-SJGSdMP15 0.0 0.0 SE 26M 36A71615 -11].658281 R' ht AVD CAOTA Sao.. 3004312 Gootl W-NS-SJC-SBMP15 0.0 0.0 SE 2635 3147M81 -117.659623R M AVD CALRA 9i SM1oulder GoofSquare 3001313 Grand W-NS-6JGSBMPt5 0.0 0.05 2636 33473203 -117.659643 R M AVO CAOTA Sin le 6houltler Gootl Soriano 3004314 Good W NSSJC-SSMP35 00 0.0 6 33.1]4103 -117.659057R to CL DON CARLO _61n_gle Shoultler Gelr Round 3OU315 Good! D3 0.0 0.0S 2631 3004316 Goo DJ 00 0.0 604 Appendix F1 Maintenance Zone 5 Sign Inventory Post ID Location Data Post Data Sign Inventory Post lD Laborde Lon Ilutle Pociion 51ned Moor CaMiNn MCMruI 5 nto Candn MGTCD Code Vad0d N< ht Fate Dhedien 2638 3_3,4]4162 -11]850021 R' hl CL DON CARLO SingleShoulder Good ULh.nnel 3004317 Good W-NSSJC-NATS0.0 0.0 SW 3004316 Feir W:NB-SIDLAP 24.0 9.0 B 2639 33.4]42]0 -11].650091 Right AVD CALRA SinShoulder Good hl Pole 3004319 Good W-NS-SJCSBMPIS 0.0 0.0 SE 2640 33A74045 -117.850402 Right AVD CAOTA SinShoulder Good square 3004320 Good 71 30.0 30.0 SE 2641 33.4]3558 -117.859709 Right AVD MITA Shoulder Good 3004321 Good W-NS-SJC-SBMP15 0.0 0.0 N 2262 33.4]2682 -117.659"0 Front AVD CALRA SM1auMer Geed MINI 2 Cool W-NSSJC-SBMP15 0.0 00 N 2643 33,4]1830 -11].859500 Rhr AVG CALITA Shoulder Good O ht Pole 3004323 Gootl W-NSSJF Smi,1S 0.0 0.0 N 2644 33.4]1284 -1171M9177 R' ht AVO CALITA Shoulder Good Lihl Pale 3004324 Good W-NSSJCSSMPIS 0.0 0.0 NW 2645 3].4703]8 -19,658400 Rhl AVG CALRA Should., Gootl hl Pole 3064325 Mai W+NSSJCSBMPI5 O.p 0.0 NW 2646 334]0362 -19850399 Rihl AVD CALITA Shoulder Good Round 3004326 G.W D3 0A 0.0 NW 300432]Gotl D3 0.0 0.0 NE 2647 33.469950 -11].659096 Fght VIA BANOERAS Shoulder Good Round _ 30043_28 CdW W0.0 0.05 _ _ 3004320 Good D] 0.0 0.0 NE 2649 33.4]3102 -11].661169 Plate CL CON SIn le Shoulder Good 8 and 3004330 Good I 5t- ]0.0 30.0 SE 2649 33.472141 -11].660]60 Right CL CONEJO Single Shoulder Good Round 3004331 Good _- 0.0 0.0 N 3004333 Good! 0.0 0.0 E 2850 334]11]0 -117.6616D]R h! CL BORREGD Si IeShod0er Good Round 3004333 Good _ _ 0.0 0.0 SE]004334 Gout 0.p 0S BW 2651 33.469889 -11].858002 Ri M AVOCALRAORREG SI k Shoulder Good Roun Pmt 3004335 GoN -1. 30.0 ]0.0 N 2652 .93489]05 -11],85985]R' M1l CLBOflflEGD SLgk Shoulde=Gootl Round ]004336 Gootl 0.0 0.0 SE J0N33]Good 0.0 00 GW M53 33.489180 -117.862941 M1l VIA BAIIDA Sinle Shoulder Gootl Uolone, 3004339 Good -1 30.0 30.0 NW 2654 33,4]1373 -117.882941 R' N VIA-ARA SIn Ie Shoulder Good S zero 3004]31 Gootl -1 30.0 30.0 SE 26% 33.468]90 -11].881201 R' M CM COR ARSE SIn le Shoulder Gootl Gourare N 3004340 Gootl -1 300 30.0 N2656 ]3470995 -it7.661695 R' M CLACORDARSE Se Ie Shoulder Good 3004341 Fed -1 UMaOS Well SE 269 31460]26 -117.662051Rhl GLACORDARIE Sinl.Shoulder Good U-ChennW 3004342 Gootl N ]0.0 30.ON 2650 03.46SM3 AIZ662a01ft N PAS OE ALEGRIA SIn Ie Shoulder Gootl U-Ch.nnel 3004343 Good NS-SJc-NAfS 0.0 005 2659 3].468883 -117.664219 R ht PAG GE ALEGRIA SN k Shoulder Good A ..d ml 300 MS Gold 1 30.0 30.11 N 2660 33N'8801 -11].864219 RpMCM 1A5MMa1AGSIn@Ie Shoulder GOM_ Round_ 3097345 Goof 1-2 _ _ 30.0 30.0E3001346 Good -- 0.0 10.0 E 2681 33.468803 -11].6W23/R' hl CM IIS RAMBIAS Slnle Shoulder Gootl Rountl 3004]O Gootl -0 2p0 30.0E 2663 33.468801 -11].664532 R' M CM IAS RAMBIAS Sin k Shoulder Gmd 3004]40 Gwsl 1 401 0.0 30.0 E 2883 33.466]90 -11].664830 R' ht OMIA1CADOR SDouble ld,l. 3Muler Gootl NWtl Po.t 3004341 Gored 0.0 0.0E 2664 33471]64 -11]65]563R h1 AVO PESCAODR Sln la Shoulder Good M1I Pok 3004]51 Good 0.0 0.0 NW9004351 Goad 0.0 0.0 SW 2665 33.168880 -11].865P6 n M CM US MMBUS BI ShoMOer Gootl NbOtl PM 3004352 Gootl (CA) 0.0 00 S3004]5]Felr -1t o,0 0.0 B 33.4688]0 -111.655813 R M CM IAS RAMBLAS Gootl w MW 3004354 Good + __ 300 WAS2666 W0430 Good te 0.0 0,0S30043%Gootl b 0.0 0,0S 266] 33.80085 -111.865015 R ld CM US RAMBLAS SI Shoul Goad VvMdPmt ]001]9 Gootl NS38.0 Mao S 33.469009 -111.685894 Right V W CALIFORNIA 51 Shoulder Good Light Pde 3004358 Gootl R26tCA) - 120 180 5 2668 3004359 Good R2.1(15) 24.0 30.0 B 3004360 Good R'NS-SJC-NW 24.0 30.0 S 3649 33.460897 -117.660641R M AVDCALIFORWA Saxe Shouter Good! LightPde 3001381 flood 8260_ - MID 18.0E 3004362 Gootl - R2-1(15) 24.0 30.0 E 2670 33.469802 -117.889348 Right AVD CALIFORNIA Sle le Shoulder Good Round 3004363 GOod _ D3 _ 0.0 0.03 ood 3004364 GD3 0.0 0.0 E 26]1 33.469811 -WA0646Front AVO CALIFORNIA Single Shoulder Good Silulue 3004365 Good R- 113401 '. 36.0 38.00 2672 33,469738 -19.669]2]R,,ht AVG CALIFORNIA Sid,1,Shoulder Good Mud Foil 3004366 Good R-NSD04_ 36.0 36.0 E 2673 33.4698P -11]669996 Front AVE)CALIFORNIA Shrink Shoulder L3wd II hI Pde 3004367 Good R26 CA US 100 E 2674 33.469510496]1ll6n M1l AVO CALIFORNIA Sinle Shoulder Good Lr.Nrule 300066 Good RM(CA) 12.0 18.0E Appendix F1 Maintenance Zone 5 Sign Inventory Post ID Location Data Post Data Sign Inventory Post ID attitude Lon Road Peahen Atuad Type Canadian Madenal Slan ID Cooddran MUTCD Code I Fare Doodler 2675 33469940 -117,672097 Right AVD CALIFORNIA Single S ..Ida,. Good Light Pole 3004359 Good R2%JCA) 12.0 1LD SE 301 Good 1 15 24d 30 0 SE 2676 33470729 -117.672729 Right AVG CALIFORNIA Sin,l,Shi Good Light Pole 3004371 Good R26 CA 12.0 18.0 SE 2677 33471144 -117,672565 truhril, -Vin 1-1 FORNIA girdle Should., Good Ford P.I. 3004372 Go. R26 CA 12.0 18.0 SW 2678 33.472M -117.61 Right AVG C�IFORNIA Single Shoulder Good sq., 3004373 Good R26F CA 0.0 Og SE 2679 33.47186LS J-117. 72001 ro,irl Vn 1,U HirtrioU, Slni Shatilder, Good Square 3004374 Clear Rl-1 30.0 30.0 1 2680 33471796 117 672002 Right AVG CALIFORNIA Sidi�uldef Good Round 3004375 Godef D, 0.0 0.0 1 30D4376 Good D3 -0.0 0.0 NE 2681 33.471ILS -117.672943 Ratht AVG CALIFORNIA sid.l.sho.w., Good Laht Palo 3004377 Dead PUMA, 12.0 18.0 N 2682 33470239 117 672589 Right AVD CALIFORNIA single Shoulder Good Light Pole 3004378 Dead i -12.D 18.0 NW 300,4379 Fair 1 15 24A 30.0 N 2683 33A69535 -1 J7.6i Right Vin IAI Hirt... Shol,shoulder Good Win Poor 30N380 Good R26 CA) 12.0 11 JNW 33,M9652 -117,669507 Right AW CAUFORNA Single Shoulder Good Light Poor 3ON331 Good R2!�(CA) 12.0 18.0 w 2604 3ON382 Good R2-1(15) 24.0 30.0 IN 30N383 Good WI-7 18.0 w a Vw 30043M Good omi�3 --18-0-,a a w 2585 33 469815 117668631 Right AVD�Fi Single graduate, Door square 301 G� W-lb 0.0 0.0 star 3004386 Good VVT:3 0.0 &0 sw ....Z686 33 469900 m!17 668235 Right AVOCALIFORNA Sli sroumer Good Ught Polor 30.3117 Rural R26fCA) 12�O 18.0,SW 2687 31 47.a30 -11 7A6701311 Right AVIO CALIFORNIA single Shouder Good Lethtfolit 3004mr,Good fl�CAJ__ 12.0 111.01W 3004309 Good! 1 2400 30.0 W 261 3346943. -1 17�666185 Right VACALIFORNIA Southe ShiRlde, Good Lord PPI, 3ON390 Good! 1 1200 11100 N 2689 33A68i �l 17+66601%Right VACALIFORNA Sinale Shoulder Good gan., 3004391 Good R3�71tt Will 30.0 N 2690 33+468�91 ml!7+6UW2 Right VMCALIFORNIA Sinalle Shoulder Good Wht Pole 3004392 Good JRRRCAI 12.0 18.0 N 2691 33.M86LO ml17m655992 Right Cm LAuS RAJIBIL'us Single Shoulder Good S...l Palo 3004393 Good! Rui OX 0.0 E 33.468582 .117+666UO Right CIA LAS FAMBI-As Good signal Most 3004394 Good F(7�3(CA) 24.0 9.0 E 2692 3004395 Goodl D3-1. 0.0 Ll)E 30043 Good! RIC�b 0.0 Gi E 2693 33A6i -117Zi Right CIA LAS IMIABILAS Snarl,Shoulder Good Vehed Pent 3004397 Good �3 30.0 30+0 E 2694 33 4654LO ml17 667104 Road Cm LAS FAMBI-AS DoublaShoulder Good gilded!Real 300439B Good] Di 0.0 La a 2867 3 3 488 1 L �!17 662895 Right LA NOVA RD Wrage Shoulder Good go,, 3004686 Gored li __L4..O !ad W 2977 33 472275 -117663057 Right VIA CASCADA Single Shoukler Good Round 3004.67 Good D3_ " Og NKV 3004860 Good D3 0i 040 Sw 2970 33.4722L7 Right VIA CASCADA Sinale Shoulder Good U-Charrel 3DO4869 Fair �l 36+0 36.0 NIL 2979 33.468OL9 lbaht CM LAS RAMBILAS Single Shoulder Good Wood Point 3004870 Go. R3-7R R)i 3000 E 2980 33AS2934 .117+666478 1 VACALIFORNIA Sinale Shoulder Good Orion Pole 3004871 Good R2r(CA) l2a Me SE 2981 33.470IL2 ml!7a667714 i AVG CALIFORNIA String.Shoulder Good Light Pole 301 Gained R2.(CA) 1ZO V&D E 2.e� 33.47n52 -117+672313 rrihht Avn�A!IFORNIA Sinale Shoulder Good Other 3004873 Good R26(CA1 12.0 18.0 S 302. 33AO1767 .117+668621 1 VALLE RD Siddle Shoulder Good square 30W928 Fair 11-1 31100 3040 5 3021 33.4ala22 -117.66156351kidid IVALLE RD Surater Shi Good Orld Polo a.0i Good i 12.0 18.0 S 3022 33.47aS85 -117,65 Suoll.Should., Good Other 3004930 Ed I Oril4al .i6894 Right VA D AGUA 3023 33A7Hg1 "I17a656934 Rohr VIA D AGUA Share S.,W,, Good Other 3004931 Goad OM4 3 18m0 SE 302a 33,4701 ml!70656975 Friend VIA D AGUA surol,Slai 0. Other 3004932 Good bM4-1 18.0 11lig SE �!i7mi RNht VIA D AGUA Single Shoulder Good Sao,, 3004933 Good VAINF�c4ai Lo LOS 3408 1 33A81620 �1 17.668820 S,h,1,Shouka, Good Square 311055111 C.1 RIA E30 0 3LO S 3411 1 33.4azi 0 .117.668670 Sini Shoueeker Good So-, 30055M Older R-N&4)(16 120 111mil RE lea 0 -117.672740 Single Shoulder Good sq., 30GS603 Godoof W1041 0 12.0 W 3AS1740 -117.672740 single Slarrallater Good So.. 3005L P2 - 18.0 10.0 E square 3005 6 10 L W.4111lad. -I I AtiCurall. Smi Good 14 18.0 10.0 E 3005615 Good W10-9 18.0 12o E 36.0 36.11 E 33ASIMD -117.67tili Good Light Pole 3005" Good 11,10.9 Appendix F1 Maintenance Zone 5 Sign Inventory Post ID Location Data Post Data Sign Inventory postlD teEWtle Lon iwae PoeiEon Boa,, xt,ol Tyge I Conditn I Maim Beat to CoMr000 MIITCGCctle 1 KStlM I He' m Face Dine o ]452 33AB151g -11].6]26]0 Sln Ie SOpuMer Good 3005600 Gaotl 30066Y1 Goof ]453 ]3A81640 -111.6]2030 Bln Ie Sliouttee Gootl 3005598 Gpotl __ _ 18.0 12.0 W ]005599 Gaotl 1 _ 18.6 10.01W 345< 33.481716 -117.673070 Aem ueM SI SlgWes Goof 300559)GOW Bonnet, �" i mat 35.0 W Leo-n Supp ob to Be Replaced -. Sy Signs to be Repelced Appendix 31 Maintenance Zone 6 Sign Inventory Post ID Location Data Post Data Sign Inventory Post D Le6N4 Lon 'Gude Position Street Asset True Condition Material si n1D Condition MUTCD Code Ntdlh Hiatt Fare Direction 362 33.491355 -11].661695 Field SAN JUAN CREEK Smile Shoulder Good Signal Pole 3000600 Feir R9.3a 0.0 0.0 N 33491474 -11].661435 Right VALLE Double SMUWer Good tl-Clannal 3000601 Gm! W.2 0.0 0.0 5 383 3000602 Gond M2-2 0.0 0.0 S $000603 Gond Di-1 0.0 0.0 S 300 33.491461 -11].661396 Paid SAN JUAN CREEK Shut,Shoulder Good Square 3000604 Good GB-16(CA) 0.0 0.0 S 385 33491490 -1176615958 ht. SAN JUAN CREEK Sle kShouker Good Signal Mast 3000605 Good 03-1e 0.0 0.0E 3000606 Good Rada 0.0 OS W 2014 _33.491239 -117.661456 M ht SAN JUAN CREEK RD Goad Light Fola 3003310 Good_ ABR. 0.0 OA W 3003319 Geral D3-1a 0.0 0.0 W Puts 33.466366 -11].663130 Right VALLE Shale Shoulder Good- Son. 30WO96 Good 30.0 30.0 NE 3004099 Gadd iB.O 9.0 NE 2695 33.501133 -11].64]399 Right SAN JUAN CREEK RD Good Steel Must 3004399 Goal 0.0 0.0 NW 2596 315011}fi -04,60444 Right SAN JI/AN CREEK RD 51 le Shoulder Goad Stu 3001400 Good 24.0 30.0 SW 3001 Ga 1 12.G 10,0 SW 2697 33,5013]8 -11},647085 Right SAN JUAN CREEK RD SI kSMOMer Good YWad Past 3004402 Fair 0.0 0.0547 2690 33.501885 A 1].646146 Right CM SANTO DOMINGO Sin kSMWtler Goad Round 3004403 Good D3 0.0 0.0W 3004404 Gond D3 0.0 0.0 N W 2699 33.50480 -11].645044 Field CM SANTO DOMINGO Sin leShoWder Gaatl J ht Pole 3 00440 5 Feir 0.0 0.0 W 2700 33.500661 -11].642930 Fluid CMSANTODOMINGO Sin Ie attainder Good hl Pole 3004406 Good! RNSSJC-NW 24.0 30.0 W 2]01 33.501521 -11].645395 Right CM SANTO DOMINGO Sin Ie Shoulder Good Round 3004407 Good D3 0.0 'ALN 3004400 GON 03 ad ODE 27D2 33.472192 -11].644]20 Right VIA MADONNA Sin Ie SMulder Good Round 3004408 Gootl D3 0.0 0.01W 3004410 GoM 03 0.0 0.0 SW 2703 33.501]0] -11].644033 RVIA CL SAN REMO SinkSlwukkr Good Liht Pole 3004411 Good MNS-SJ_C_SBMP15. 0.0 0.0 NW 3004412 Fair R2-1(25) 24.0 30.0 NW 27w 33.501585 -117,643409Meld CL SAN REMO Single Slasuder Gaatl Li "Pole 3004413 Good W-NS-SJC-SBMP15 0.0 0.0 W 30N414 Good R-NS-SJC-NW 24A 30.0rNE 2705 33501316 -117.642VB R M CL SAN REMO Sin Ie Shoulder Good Soutar 3004415 Good W-N&WISSSB.NP15.. 0.0 9.0 2706 33501184 -1].64160]Right CL SAN REMO Sin Ie Shoulder Good Starts, 30474111 Good W-NS-SJCS6MP15 0.0 OA 2}0] 33.500519 -11].630803 Fight CL SAN REMO Single ShauMer Good Round 3ON41}Good 03 __ 0.0 0.0 3004418 Good D3 as OA 2108 33.500290 41].638335 Right VIA RUEOA Sin le Etoultler Good Square 3009419 GaM 473-t ]6.0 36.0 2709 33.600331 -11].6]8952 RMIA CL SAN REMO SIn Ie SMUMer Good Square 3004420 Gold Rt-1 30.0 30.0 33.489062 -11].6993]9 Right CL SAN REMO Single Shoulder Good Round 3004421 GOM 03 0.0 0.02]10 3004422 Gootl D3 0.0 0.03004423 Good Rt-1 30.0 30.03004424 Gold Rtil: 18.0 9.02711 33.500286 -11].630]39 R ht CLSAN REMO SIn le SMulder Gootl Round 3004425 Gond D3 _ 0.0 GA3004426 Good D3 0.0 0.0 33:4SM3] -11].638691 R hl VIAMONTURA SIG Slasukkr Gootl Round 3004427 Good D3 __ 0.0 Dos 2712 30G4420 Good 03 __ _ 0.0 0.0 WE 3004429 Gootl Ri'.1 30.0 30.0 WE 2}13 33498431 -11].63BT}5flhtCMILARONDA CM IA RONDA SinkSMuder Good Lend Pale 3004430 Good R2-1301 260 30.OSE 2]14 3].498063 -11].639315 CL SAN REMO Sin le Slwudar Good Suere 3047431 Good R1d. __ _ 30.0 30.11 SE 300"32 Gmit Rl-0 18.0 9.0 SE 2715 33.49933] -11}.638552 CM LA RONDA Sln le ShoMtler Goad Sousa, 3004433 Good R2-tpG_)_ 24A 30.0 SE 300"34 Good W1-2L 30.0 30.05E 2}t6 33.490912 -11}.64DTal 51 Ie Shouder Felin wine° 300"35 Feir _ W11-T __ 30.0 30.0E3004436 Fair W11-]AHEAD 0.0 0.0E-11].641981 CM LA RONDA 51 Ie ShoMtler Gootl Square 3004437 GOM W11-} 30.0 30.0 E 3001438 Good VJ-NS-SJC-%ING 0.0 0.0 E Appendix G1 Maintenance Zone 6 Sign Inventory Post ID Location Data Post Data Sign Inventory Four 10 IafiWtlee. Lon iNda Por.r.n Street Asu1T Condition MelemlIF ID Coldidon MUTCD Code WqN He hf Face Doo n 2718 33.50050] -11].64401D R' M CM IA RONDA Sinle SMinhr Good 04439 Fair "9-11 -- 36.0 36.0 SE 2719 33.500626 -117.6449"R h1 CM LA RONDA Sin;�Dulder Good Round "440 Good_ R51 -?2-0 30.D E 04441 Good RIA 18.0 9.0 E 33.500"3 -11].64633]R' h� 1 CM LA RONDA Single SMuMar Good Round 04"2 Good D3 _ 0.0 O.o 5 27M 04M]Good_ D3 0.0 0.0 NW 0 4 Gootl Rt-1 30.0 30.0 NW 2721 31500296 -1P.WMI Kurt CM IA RONDA S' b Shoulder Good writ Pde04465 Good Rt-1 30.0 30.0 E 33.500095 -117.646911 Right CM LA RONDA Single Shoulder Good Routs 04446 Good D3 0.0 0.0 SW 27n 0411]Good D3 0.0 0.0 NW 04118 Fab SSJC.YAiS 0.0 0.0 W 33_.500227 -11].64612]Right PAS LABRANSA Single Stood., Goad Round "449 Good D3 0.0 0.0 5 2723 _ __ _ __ _ ____ __ _ 04450 Gootl D9 _ 0_.0 0.0s 04451 Goo l Rt-1 - 30.0 30.0 S 33500268 -14.648090 R' M CM IA RONDA Si Ie Shoulder Good ' hl Pole04452 Cri0cal RT-1130}' _ 24.0 ]0.000 2724 "453 Fair M-1 _ 36.0 36.0 W 04454 Good R-NSSJC-NW 24.0 300 W 2]25 33.50"50 -11].645199 R hl CM IA RONDA Si b 5butler Good 04455 Good Rt-1 30.0 ]00 W 04456 Cn4cel R14 16.0 90 W 2]26 33.5"162 -11]"100]R M CL SAN REMO Si kSMWOr Good Round 0445]Good D] eo OOS0"58 Gadd 03 0.0 0.0 E 2#] ]3.501212 -117.6412438 hl CLSANREMO Si leSMUWe1 Gootl Suare 04459 Good W-NSSJCSBMPISI 0.0 O.oE 2]28 33.501345 -11].641000 R' hl CL SAN REMO Si Ie Shoulder Good Round 0446D Gaud D3 0.0 0.0E 0"61 GOW D3 0.0 00S 2]29 33.501118 -11].64190]R' ht CL SAN REMD Sin le smuper Fab 5 uare 04462 Fair W-NSSJCSBMPIS 0.0 00 E2]30 33.501563 -14.643@5 R hl CL SAN REMO Si Ie Slwuldar Good Sdere 0"63 GOM W SSJCSBMPIS OD 0.0 E 2]31 33.5"682 -19.6433]1RM CLSAN REMD Si dShoukar Good Round 0"464 Good_ 03 0.0 0.05E 0114465 Good D] 0 0 0.0 E 2]]2 33.501714 -117.6436548 hl CL SAN REMO Si bSroWer Fair q.. 00"68 GOM 9(�5) 24.0 SJGSBMPI5 0.02]33 3]501657 A17+645553 R' hl VIA MADONNA Si laSMWder Good 14Chennal00446]Fair 30.0 3DO NE 2]34 3].3.01"4 -1ll.665669 Left GM SANTD OGMINGD Sin leShouMar Gootl 004466 Gootl -SJC-NW 24.0 IO.O NW 2735 33.5%940 -1P.646004 R hl CM SANTO DOMINGO Sinal,Shoulder Gaatl NbOtl Post 3004069 Gaatl ]0.0 ]0.0 SE _33502.0.5] -117+645962R hl SAN JUAN CREEK RD Slnie Shoulder Good Light Pole 3004470 Good SSD25) _ 0.0 0.0 SW 2736 3004471 Good (CAL _. _ _ 0.0 O.o SW 30044]2 Good 300 30.0 SW 2737 33.502410 -11]."5351R hl SAN JUAN CREEKRD Si heShoulder Gootl MPeb 300"]3 Good 36.0 360 SW 2]38 33.502600 -14.665000 R' M SAN JUAN CREEK RD Si Ie Soulder Gond IFCNmwI 30"474 Good 300 30.0 SW 2]39 33.503035 -11].Wl45 R" hl SAN JUAN CREEK RD Si eShoulder Good DChanml 300"]5 Good ]0.0 30.0 SW 300"76 Fair No 30.0 SW V40 33.50]9151 -14.642599 R M SAN JUAN CREEK RD Si le SMulder Good a uare 300"7]Gootl 360 ]6.0 NE 2]41 33.5038& -117.642"0 R' M SAN JUAN CREEK RD Si bShodder Good yuan 300"]8 Good 30.0 30.0 SE 3].503759 -11].6431008 hl SAN JUAN CREEK RD Si Ie Shoddier Gootl 5 den 39044]9 Gootl 0.0 24.0 SE2]42 3004480 Gootl 25) 24.0 30.0 SE 3004481 Fair 54-2 0.0 0.0 SE ZI43 ]].50]891 -14.6433NR NI SAN JUAN LREEK RD Si b5M1Lbr Gaatl 3ga3 ER34 - 30.0 ]O.OE 27" 33.503454 -117.643"5 hand SAN JUAN CREEK RD SI WSW Gaatl wro ] ]O.o 300 E 2745 33.5033]2 -11].643929 Rent SAN JUAN CREEK RO Si b Shodtler Gootl LqM Pole 9d 30.0 300 NE ] d 0.0 00 NE 27" 3].503]08 -117.643901 Gaoler SAN JUAN CREEK RD Sink SMdldee Goal 9d 30.0 MIA NE 2747 ]].502185 -11].6461]98 ht SAN JUAN GREEK RO Sinle Shoulder Good dare 9tl _ 0.0 0.0 NE Appendix G1 Maintenance Zone 6 Sign Inventory Post ID Location Data Post Data Sign Inventory Pod 1D LidtuEe Lan iWds Poeibon Street AasetToo. EG� Material S nID Condition MUTCO Code WdN He M1t Fern Olrectlon 33.501886 -11].646634 Right SAN JUAN CREEK RD Double SM1ouMer Yero 3004409 Good Rae D.o 0.0 NE 2749 _ 3004490 Go. _ R1 30.0 30A NE 3004491 GaoE R28 0.0 0.0 NE 2749 33.501121 417.647748 M SAN JUAN CREEK RD Single SM1ouWer 6 nal Moet 3004492 Good R9-3a 0.0 0➢S3004493 Gwtl R9-3b 52]50 33.4971" -11].653058 R M1I SAN JUAN CREEK RO SinIe Snoulder UClnannei 3004494 Good 24.0 30.0 NE 2151 33.495408 A1].654950R M1I SAN JUAN CREEK RD Sm Ie Sboulder 3004495 G000f R _ 30.0 30.0 NE 2]52 33.495155 -1P.655385Rht SANJIANCREEKRD SinIe SMulder Round 3004494 Good IFN 36.0 36.06E 2]53 31503042 -111.6441198 M SAN JUAN CREEK RD Single SMMCer Round 3004497 Good 03 0.0 0O SW3004490 Cont, 03 OA 0.0 6E 2]44 33.502899 -11].643]2]R" M1t CLCARTAGENA Single SMuldar Rountl 3OW99 Gadd 03 0.0 0.0 SE3004500 Good D3 0.0 0.0 6E 2155 ]3.50091 -19.843853 fl M1I CLC TiAGENA Sln Ie SMudar "hard 3097501 Good RJA 30.0 30.0 BE 2756 31503154 -117.643810Right 6AN JUAN CREEK RD Single Sboulder Good Ubl Pole 3004502 Fair St-1 30.030.0 SW 30045D3 Fair S4.]%INGI 0.0 0.0 SW 315050 -11].643142 Right SAN JUAN CREEK RD SI Ie SMulder Good Uld Pole 3004594 Good W-NS-SJC-NATS 0.0 0.0 SW 2]5] 300450 Fair R3-0 30.0 MO SW 300450 Good W14-2 30.0 30.0 SW 2758 33.51136o4 -117.643D26 RNID SAN JUAN CREEK RD Sidi Slutuddler Good GCMnnel 300450]Fair Ra3a _ 240 24.0 SW 3004508 Fair R61A Ci. 0.0 0.0 SW 2759 3350865 -117.642506RM SAN JUAN CREEK RD Strode Should,, Good Gairt Pole 3004509 Gtttl R3 30.11 30.0 SW 2780 33.511106 -19.642066 R' ld SAN JUAN CREEK RD Suds,SWdWar Fair UuCMnnel 30N510 Goad AQ-1 36.0 36.0 SW 2761 33.504193 -11].641928 Right BAN JUAN CREEK RD Sidi Slioulder Good LightPole 3004511 Good R34 30.0 300 SW 2762 33.50451] -117.641399 Right SAN JUAN CREEK RD Sai SMUMer Good ULlvnnel 3o0512 Gm1 R1-1 3D.0 30.0 SW 2763 33.50589 milT641140 Right to MANCHA S1 Ie SM1ouWer Good Round 3004513Good! R-NS-Oot 36.0 36D NW 33.5046]6 -11].641119 Raid SAN JUM4 CREEK RD SInbSMulder Goad Light Pala 3004514 Good R2-0401 24A 30.0 SW 2761 3004515 Gond R34 - _ 30A 30.0 SW 3004516 Good! 1,14E 0.0 0.0 SW 2765 33.504]45 -11].641024 Right _SAN JUAN CREEK RD Singla SMulder Good S9wro 3004517 Fair Wtt-] 30.0 30.0 SW 3004519 Fan W16-2e 0.0 10.11 SW 2766 33.504796 -11Z640564Right SAN JUAN CREEK RD SinoteShissudiflu Good sq... l 3004519 Good wW11-711-7 30A 30.0 SW 2181 33.504991 -11].840568RM SAN JUAN CREEK flD 61 bSMUWer Good 6Yaro 3004520 Good W11j _ _ 30.0 30.0 SW 30045Good M6-2L 0.0 0.0 697 33.51005 -111.833511 Center SAN JUAN CREEK RD SIn bSM1auWer Good listed Fiat 3004522n Good R1-f 30.0 30.0 SW 2760 3004523 G000lGood) R6? _ _ MOizo 36.0 BE 3001 Gootl R4-] 100 24.0 NE 3004525 Good OM1-3 10.0 19A NE 33.50950 -11].6321]1 R' M1I SAN JUM4 CREEK RD $I SlnuMar Gootl ROwtl 3004520 GuaJ D3 0.0 0.0 SW 2769 300452]Gwtl O3 _ 0.0 0.06E 3001529 GoodR21 - 20.0 30.0 SW 2170 33.509055 -11].6322]3 R' CMUCOUAGUE SI M Sutler Good 3ONS3Good R2.1 240 3ONW 0 P11 33.50920] -11].631918 Right M1I CM UCOIMGUE Sinal.6lwWdar Good Round 300453110 Gaol D3 0.0 0.06E 3004531 Good D3 00 .0 NN/ 2172 33.50913 -11].8318]3 Right CM UCOUAGUE SIn Ie SMMdr GRound-- 3004532 GdnE 36.0 386.0 NE 33.508044 -117.B30201 RightCM UCOVAGUE filo le Shoulder Good aquaria 3004533 Good 12.0 18.0 NW 21]] _ _ __ _ _ __ _3.0.0.4_531 fA_ad _R 40?'`� +.4 OA D.0 N_W ]004535 Gootl RS4 - 0.0 O.o NW 3350703 -19.829780 Right CM UCOUAGUE Single SMupar Good S aero 3004536 Good RogglJO10=1 24.11 10.0 NW 3004537 GootlNW 2]]4 3004538('Aad 0.0 0.0 NW_ 30M539 CiWtl 1 IIA 10.0NW _ ]004540!AaE m 1 0.0 0.0 NW Appendix G1 Maintenance Zone 6 Sign Inventory Post ID Location Data Post Data Sign Inventory Post to Laded. Lan iWtle Pouted Sheet Meet Type CoMited Melerd S nto ContlNon MUTCD Code NWP He M1t FamUse.- 2))5 33.507631 -111.629578 R M CM IACOUAGUE Sed.SMUMer Good l M Pde 3004541 Gaal R3 .CA 24ft 18.0 NW 2716 13 W]524 -11).629492 Rohl CM IACOUAGUE SingleShoulder Good U-CM1annN 3004542 Good R36SCA`- 0.0 O.O NW 2777 33.50]534 -11).625058 ICM GM IACOUAGUE S' Ie SMUMer Good ULM1annd 3004543 Good OM43 18.0 18.0 NW Me 33.50]549 -11).829421 Right CM IACOUAGUE 5 NShoutler Goo! U-CMnnel 3004544 Good OM43 18.0 18.0 NW 2]79 33.507569 -11].6393]]R' M CM IACOUAGUE End,Shoulder Fees U 11annal 3004545 Good 7326 G CA 0.0 0.0 NW 2780 33.5])]0 A!!629492 R' M1I CM LACOUAGUE ShowSMWtler GPad ULMnnel 3004516 Good! R30FCA 24.0 1RO SE J].50I918 -11].839854 ft_ M1I GM IAGOUAGUE Si Shoulder Geatl 30WSq GoN R]0(Gl 0.0 O.g SE ]004248 Good R25C CA - 12.0 18.0 SE 2781 3004549 Good RIH CA) 0.0 0A SE 3004550 Good_RMF CA' 24.0 18.0 SE_ 3004551 Good MM6 0.0 0.0 SE 33.W8120 -11].63078 R_ hl CM IA_COUAGUE S�MShoultler Good RRO.od _3004552 Good _R!425) _ 24.0 30.0 SE 2782 3004553 Good R3D�L 0.0 a0 SE 3004554 Gootl R25C(CA) 12.0 19,0 SE_ 30045M Good MCL 0.0 0.0 3E 2763 33.50866] -11].630]247354 CM IACOUAGUE 5 Ie Should,, Good Round3004556 Goad R-NS-001 35.0 360SW 2784 33 B118674 -117.60083373 hl CM IACOUAGUE S bShoulder Fe9 30"557 Good 03 0_0 _ oO SW 3004550 Gootl D3 0.0 00 SE 2]85 31510033 -11].632220 RIM SAN JUAN CREEK RD SI bShoulder Fe4 ]004559 Gootl RIA 30.0 300 SE 2)86 33.511364 A 1].630132 Riht SAN JUAN CREEK RD SinleShoulder Good 3004560 Gootl WHACA ' D.0 0.0 SW 2787 31512038 -117.628094 Center CM CHICO Sinle Shoulder Good 3004561 Gootl RG1R_ 12.0 36.0 SE 3004562 Gootl Rd P. 18.0 24.0 N 2768 33.511964 -11].628951 RIM CMCHICO SII.Shoulder Good 3004563 Gootl 03 0.0 0.0 SW 30045M Gootl D3 0.0 0.0 SW 2789 3].511951 -11].6268M R M CM CHICO Sin Ie ShoWtler Good 3004MS Good O-NS-SJC-DOGS _ 16.0 24.11 N 3004566 Good RMS-001 36.0 36.0 N 2790 33.512066 -117.628]06 R M CM CHICO Sin le Shoulder Good Wood Past 3004587 Good Rt-1- 30.0 30.0 SE 2791 3]512102mil 1.828]19Plaid SAN JUAN CREEK RD Sinle Shoulder Good Suee 3004569 Good Rtt-2. 0.0 0.0 SW 2192 3334317 -117.628743R{3M SAN JUAN_CREEK_ftO_ _ 5_ gl. Shoulder_G_wtl_ Square_ _ __3004570 Good N01LAI _ 0➢ 0.0 S_W 9004510 Good 7330E Gi OD 0.0 SW 2193 ]].54131 -117.6291178 Right $IW JUAN GREEK RD Si IO Shoulder GOed Li hI POM 3004571 Gootl 5011-] 30.0 30.1)HE 3034573 Good 'M1-1501717 0.0 0.0 HE 2794 33.511504 -11).637910 M1t SAN JUAN CREEK RD SimpleShoulder Geed Li IoPole 3050573 Goad 7321(90) 24A 3111)HE 2795 33510583 -14.631851 Right SAN JUAN CREEK RD S' Shoulder GOM Suarc 3504524 Good Wtl 36.0 36.0 HE 2796 31510636 -117.631920 Right SAN JUAN CREEK RD Single Shoulder Good Li hl Pd. 3004.45 Good 243-1 36.0 36.0 HE 3]9) 33.51017 -14.6,12W LeftRg SAN JUAN GREEK RD Single Shoulder G¢E Round 300476 Gi Rt-1. 30.0 30.0 NE nA99860 -11]."2N>0.' ht VIAFlERRO Si Ie Shoultler Good Round 3W457]Good D3 _ _ 0.0 0,05 _ 2798 _ 30545)6 Good 1)3 __ 0.0 0.0 S 30W5)O .0 ]0.05 2700 60.490543 -117."2637 Right VIA FIERRO Si Ie SM1oulder Good Round 3011458add 0 GD3 0 0.0 0.0 SE 075 _ 381 FaD3 OA W 0.0 N 2000 33.49980] -11].654731 R.ht VIA ESTANCIA G le Shoulder Good Routs 3004582 Poe D3 0.0 DA E Per 30"583 D3 0.0 OA SE 33 60"26 19 654 "26 - . 950 RMShoulder61 Feir' VIA PUNTERO Susie Shoulder Gootl Round 30"5 1)3 0.0 0.05 2801 _...___.___-_-. 300,1585 Good! 1)3 0.0 0.0S 3004586 Good R1-1 30.0 _ 0- 0 S ]00157 Good R1d 9.0 S 267 ]15004]0 41].644348 Print CM lA RONDA Sin M Shoulder Gootl S uarc 3011,1588588 Good RN3 30'F _ 34.210 0 30.0 N W 2803 33.499854 -11).642203 RIM CM LA RONDA Single Shoulder Good S uerc 30"589 Gootl 732-130 24.0 30.0 W 3004590 Cddcal Wt-273 30.0 30 .0 W Appendix G1 Maintenance Zone 6 Sign Inventory Post ID Location Data Post Data Sign Inventory Peet In latiWtle L PeaHke Stneal 6vee1T a COMMbn Paleoid Side ED Cantlition MOTCD Code I Width He ht FaceDwcWn 2804 33.498784 .117511900 Riiiint CM LA RONDA SmqWShoultler Goal Sq. 3004591 Good_ _ W31-7 _ 30.0 30.0 W ]004592 Gaotl - WIll(MEAD) 0.0 0.0 W 2805 33.499764 .117."10468 h1 CM LA RONDA Single SlicuMer Good Suaro 3D"503 Good Wit-] 30.0 300 IN 3004594 Good WNSSJC-XING 0.0 0.0 W 2006 33A99766 A17AI411350 Find CM LA RONDA S' b5haulder Gxd U-OheviN 3004595 Good D-NSSJC-Wll-] 0.0 0.0 NW 2807 33AB9598 -117,60169 fogto I -.RONOA Sim.Snoulder Dead Square 3004596 G d WTI 36.0 36.0 NW 2808 33.499005 -t.].6J9813nh1 CMLARONDA boaqw,Seri Dead 5guero 3001597 Gaad R1-I 3D.0 30.0 NW _ 39"598 Good R. 185 9.0 NW 2009 ]].498486 -11].639143 R' hl CMLARONDA Shaukar Gaotl Suare 3097599 Gaal R2d130 . 24.0 30.0 NW 2810 33498254 -11]638]]3 R' hl CMIA-nh Snake Sadder Gdod DSMrmtl 30"60n Good W14-2 30.0 ]O,O NVJ 2811 33497802117 638NO RiNt CM LA RONDA Shoulder Gdad L hl Pok 30"601 Good WGA(CA) 0.0 D.O NW 33.497460 -117.637102 RgM PAS ESTABLO __ _ Sihjk Sounder Gaotl Round _30046_03 Good R1-1_ _ 30.0_ _ 30._0 NE 2813 300,1604 Good D3 - 00 0.0 s 3004605 Gnod 03 0.0 0.0 NE 2819 ]3.49]405 -117.637954 Ria CM LA PASCOR ALE so Sadder Good Sq...nd 3004606 Good R2-1 30 -- 24.0 30.0 SE 33490001 -11].63]954 RIM PAS CORRALES SI Souder Gootl Round 3004608 Good 03_ _ _ _ 0.0 0.08 _ 2815 3097600 Good D3 __ - _0.0 D.0 NE 3004609 Good R1-1 - - 30.0 30.0 NE 2816 33488289 -11],6385358 hl CM LA RONDA Si bSaultler Good Sw 3000IC Good 97}1 36A 36.0 SE 2817 33500094 -11].83]601 Overloud VU MONTURA Si kShoultler 000tl Round ]004611 Fair D3 0.0 0.0S - 3004612 Fair D] 0.0 05 W 2818 33.50045] -117.8]888]Right VIA RUEDA S' Ie Souder Gand S uero 3974813 Gaotl RII`zb, 30.0 305 E 3819 33.501084 -11].9781488 hl CL SAN ftEMO don.Shouder Good ht Pole 3001614 Good R-NSSJC-NW 24.0 30.0 SE 3004615 Good R-NS-SJC-NW 24.0 30A W 2820 ]350]456 -112972502Right VIA DLCERRO S' Souder Good! ' MPok 30"616 Good D3 0.0 0.0S 30"617 Good 03 0.0 0.0597 2821 33.502U31-117.64310118 hl CLSANTAYNEZ S' k5houlder Gootl uLlulxel ]Ow618 Fair 5= 29,0 30.0 NW 2822 ]3.502]]2 -117.812]88 Right CL SANTA YNEZ Si kShoultler Fab Rountl 3004619 Gaa D3 0.0 0.UW 3004620 Good D3 0.0 ad S 202] 3].5022]9 -11].972128 RI hl CL SANTA YNE2 51 Ie SM1ouMer Good Li ht Feb ]004621 Dow R-NS-SJC-NW 24.0 30.0 W 2824 ]1501]05 -117.640696 R d CL SANTA YNEZ Sus.Shai der Good Round 3004622 Good 03 0.0 0.0 5 3004623 Goad D] 0.0 D.0 NW 2825 31502918 -11].81]046 Rant CLSOU TAYNEZ Sin e5aultlar Gmd 6 uaR 30"624 Good R1-21'>�`$, e-4'2.u`R 30A 36A SE 2826 33.5113069 -112613011 R hl VIA MADONNA Si leSaulder GWd LI MPtle 3004625 Good 8-NSSJC-NW 24.0 30.0 SW 252] 31502452 -11].640030_ R' ht VIA DLCERRO S' bShoulder GaOd Round 3097626 Gaotl_ 03 0.0 0.05 300162]Good D3 0.0 0,0 NW _33.505354 -117 SG874 RqM SAN JUAN CREEK RD SpiteShouder Good Round 3974620 goad_R -" 36.0 36A NW 2620 3001829 Goof _ D3 0.0 0.0 SE 3"4630 Goa O3 0.0 0.0 N 2829 3].50*180 -11].838114 Rant SAN JUAN CREEK RD Si k Shoulder F. ULannal 30"631 Dead OM lv 00 0.0 SW - 2039 33.506357 -197.63A91 Rod SAN JUAN GREEK RD S' le Saudi r Dead U-Charvlol 30"632 Gootl OM2-1V 0.0 0.0 SW 335065]8 -11].63]421 R' hl SAN JUAN GREEK RO Si kSouder Good U-0henM 3004697 Gwd RS R'=+_'^"" 2831 _.. - 30.0 30.05W 30000 Goad W46 CA - a5 0.0 SW 2832 33.5.60]3 .11].637116 Center SAN JUAN CREEK RD Sin le Should, Gaotl Sue ]0046]5 Fair W}L. 385 30D SW 8833 33.5060.'/ =1 17 RI hl SAN JUAN CREEK RD SIn eSaulder Gaotl & ua 30"6]B Felr W}1. ]6.0 ]6.0597 3350]305 -1.].63646_5 Canter SAN JUAN CREEK RD_ _ _ Seem.Slealtlm Gootl _ byuele 300463]G00tl R.-1 __ _]0.0 30.0 SW 2834 ]0016]8 Gootl R47 - - 18.0 24.0 NE 3004639 Good OIA1-I 1B.o 10.0 NE 2835 ]3.50]23] -112636403 Rghl SAN JUAN CREEK RD Si kShoultler Good wro 3001610 Good R1-1 _ 30.0 30.0 SW 30"611 Good R1A 18.0 9.0 SW 28]6 31971234 -117636390 Rgh1 SAN JUAN CREEK RD S kShoultler Good Round ]0"642 Gai D]_ _ OA 0.05E 300164]Good D3 - 0,0 O.O SW Appendix Gt , Maintenance Zone 6 Sign Inventory Post ID Location Data Post Data Sign Inventory P.RID le8mee Lon 11utle PCsBkn Street Meet Tilde I Condition Material iiiiajInID Cori MUTCD Coda I Width tested Sam Direction 28]] 33.507290 -11).6362528 M SAN JUAN CREEK RD Simla Shoulder lGood Wootl Past 3004644 Good R+NS-001 1 36.0 36.O NW 2838 33.50)175 -11).636212 R' M SAN JUAN CREEK RD Share,Shoulder IG..d 1}Channel 3004645 Good OMJR 120 30.0 SW 2039 33.507/23 -11).636151 RM SAN JUAN CREEK RD Sinle Shoulder Good Sthishe 30(j/646 Good ON 3R 12.0 36.0 SW 2040 33.W936941L833352 Center SAN JUAN CREEK RD Simple Shoulder Good 9jurne 3004E/)GO. WSt. 36.0 36.0 SW 2841 33,509309 -111.6332113 Right SAN JUAN CREEK RD 61nle 5nouleer Good Ushl Pole 3004WB Goad MA 36.0 30.0 SW 33.510282 -111.632301 Right SAN JUAN CREEK RD 5.11.binder Good Round 3004649 Gootl D3 D.0 0_0 NE ___.-_ _ _ 2842 300/650 Go0tl D3 _ 0.0 0.0 SW _ 3004651 Good RI-1. 30.0 30.0 NE 2843 33.510051 -117.632605 lbrint SAN JUAN CREEK RD Si MSh..Ider Good Met Post 3004652 Goof SPCA) 0.0 OO NE 2014 33.509/14 -112.6]34&R ht SAN JUAN CREEK RD SinaleSmuWer Good Mind Post 3004653 Goo! W4-2R 36.0 US NE 2845 3].508263 -112.63501Sold SAN JUAN CREEK RD Surals,Shoulder Good Marl Posl 30NS54 Good! R48CA 12.0 18.0 NE 2846 33.501820 -112.635735 Shot SAN JUAN CREEK RD Sin Is Shoulder Goad 3004655 GOM Wo-t 36.0 39 a NE 2842 33502339 -117.636315 Leo SAN JUAN GREEK RD S1. le swuker Good Round 3004656GoM R1-t 3D.0 3D.0 NE 2840 33.507440 -117.5364068 ht SAN JUAN CREEK RD 51n Ie 5h0ultler Good Suere 3004652 Gaol Rt-t __ 30.0 30.0 NE 9004658 Gootl R14 10.0 9.0 NE ]3.501220 -11).636521 Center SAN JU_A_NCREEK RD Si kShould., Good Wood Peat 30M659 Gaol R4-2 _ 10.0 24.0 NE 2849 300/860 Goad OM1-1 18.0 10.0 NE ]004861 G� R6-1R - 120 36.0 SE 2850 3].508818 -117.63195]4 ht SAN JUAN CREEK RD SIn Ie SMWv Grwtl ht Palo 30NO2 Good R2-140 2 o 30.0 NE 2851 33.505918 -111.6390/2 Rght GAN JUANCREEKRC Sin le SM1oldder Gootl Suare 3O04669 Gootl Wtt-0 _30.0 30.0 NE 3004664 Good Wi6-2a 9.0 told NE 2052 ]3.50551111 .112.699839 RM SAN JUAN CREEK RD Sin la ShaWeer Gaatl MPole 3004665 Good Wtt-7 30.0 300 NE 28.53 33.501D6 -11).6412238 ht SAN JUAN CREEK RD Single Shoulder Gootl tFChannN 30N666 Goo] Rt-1 30.0 30.0 NE 2854 33.50011 -111.6/1325 Solid SAN JUAN CREEK RD Stage Slnulder Gaatl 30N667 Good WI4 _ 1857 38.O SE _ 3001660GOM ObHa 18.0 18.05E 3856 3].501495 -11).641851 R' hl 35714 JUAN CREEK RO 5i Ie SlwuWar Gootl DLhannN ]004659 Goo! R2-1351 2/.0 ]O.O NE 2856 33.504319 -112.641862 R' hl SAN JUAN CREEK RD Si Ie Shoulder Good Mod Poet 300/620 Good R2n 55L25 0.0 0.0 NE 2852 33.491856 A!T660004 R' M SAN JUAN CREEK RD Si Ie Sbouker Gootl Light Pole 3004621 Good Wit-1 END 30.0 30.0 NE 2850 33.491597 412.660372 Result SAN.1 GootlUAN CREEK RD Si Ie SMubv Until Pole 3004822 Color M-3 30.0 30.2 NE 2.59 33.49145 -111.661422 R hl SAN JUAN GREEK RD Si k ShoulderFa'v Round 3001623 CarolG9-16 CA D.0 0.0 SE 33.491464 -11L66145611" ht SAN JUAN CREEK RD Double ShwAOer Gootl ULKnntl 300674 Good! 01-2 0.0 OLD SW 2660 ]00075 Goof DI-i 0.0 0.0 SW 3004826 Good 01-12 0,0 0,0 SW 33.49149_0 -111.681569Right SANJUANCREEK RD Sin kSh0ulder Gootl Signet Meat 3004627 Good 12. _ 0.0 0.0E 2861 300458 Fair 03-te _ DA 0.0 E 3004679 Good R9-3a do 0.0 SE 2062 33.491318 -117.651675 Dust SMI JWNCREEK RO Si SMUWer Gaatl Skered Pda 3004600 Few 19-3a 0.0 D.O SE 2663 33491297 -117.661659RM SAN JUAN CREEK RD Sinla Shoulder Gootl Seal Palo 3ONS81 Gaol_ R10-06 no 0.0 NE 3004682 Gootl RIO--12 0.0 0.0 SE 2864 33490708 .112.661969 Right VALLE RD St. k SMUMer Good Sue. 3004683 Good R2-1 351 1 240 30.0 NE 2865 33.489894 .112.662569 Stott VALLE RD Si Is Shoulder Good Mod Poet 3004884 GOM 043-1 1 36.0 36.0 NE ME 33.408517 -117.663056P ht VALLE RD 51 to Shoulder Good Nbad Post 3004685 Good R3',2R 30.0 30.0 NE 2068 33.488124 -111.662131 R" M IA NOVIA BD Sin la Should., Gaatl UN 3004687 Gaol VS-2R _ 36.0 36.0W 300168.Go0d - R21(40) 2/.0 30.0 W 2069 ]3488]27 -117.661210 Right 1-ANOVA Si asMulder Good U-0Nrv1el 3001609 Good W1-8L 18.0 24.0W 2820 33.488]78 -112.661154 R' el IANOVIA Si kSMWder Good Uthsearl 3004690 GOM Wt-.L. no ILOW 2871 3348Mt1 -117.661096 Right LANOVP Sin Is Shoulder Good U-0hsnnN 9004691 Full _ 04113 30.0 30.0W 3004692 Good W1-BL 18.0 24.0 W 2822 33.408989 -111.6563488 ht LA NOVA AV Sin Is Shoulder Good WGhannel 3004693 Good W1-2L 300 30.0 NW 2873 3345803 -117.652815 FUM LANOVNAV Sin In Shoulder Good 3004694 Gootl_ Wt<R _ _ 30.0 30.0 SW 30N695 Gaol R2-t 401 2/.0 30.0 SW Appendix 31 Maintenance Zone 6 Sign Inventory Post ID Location Data Post Data Sign Inventory Post 10 Leonid. Longitude Position Street Aisimi Ties Condition material Side ID Condinot IJUTCD C.. Wein = Fees D... 2874 R Plant Ji NOVIA AV Simle Stioudder Good UmCluennet 30US96 Good R�711 300 Sold SW 2875 33AIIII271 R*ht U NOVA AV S,,dk Should,, Good UmChanned 3004697 Good R2-1 25 2460 300" 2676 31493841 Right IA NOVIA AV Smile Sh.i Good Vi0oodl Post 300469B Good R1.1 3do 30.0 SE 2877 330493597 gold �NOVIA AV Simi Snoddler Good U-Ciesdunal 30.4dg9 Go. R2-1 25 24.0 30.0 NW 2878 33ASM12 117 M241 Right VIA CERRO REML Single Sinedder Fair Round ..4700 Go. D3 - 0.0 0.0 NW 3004101 M 0.2 did INS 2879 _33364932611 117 6415173 Center M CERRO REML Se,1.Sheol Sound U-Cluni 3004702 Good N4-7 10.0 24.0 E I.. told E 3004703 Go. Out, Wo 131 E 2880 31493190 millm(PIS141)Pettit VIA CERRO REBAL Single Sh,,W,l Good Round 3004704 Good R4i 36�0 36A E 2881 _33 4927" A 17 647942 Right VIA CERRO RESAL S,,,,l.Smulce, Good Round 3004705 Go. Its ovo 0.11 N 3GD47M:: D3 0�0 000 RE 2882 33.492657 -117.647917 Center VIA CERRO REBAL Single Shoulder Good U-CMenal 3004707 Seoul Rii _16.0 24.0:e_ 3004708 Gdool OM1-3 2883 33ARM04 -117ANUD5311holik IVIACEIRRO RERAL Single Solike, Goged Round 1 30N709 Goods R-Ni 2884 33491930 -117.6478"Right VIA CERRO RENAL Single Should., Few Round- 3ON710 Good D3 0.0 0.0'N--------- 30(1 Good D3 02 no, 2885 33491795 117 Units Center M CERRO REBAL SinkeSlinsoul Fere LiCluddeal 3OM712 Good R�? 18.1) 4.601E 3004713 Goods a'mi-� to 0 IS E L 2886 33.491711 -117,647812 gold VA CERRO RESAL S[n,!,Snowl Good Round 30U714 Good! R�S-001 .L5.0 3640 E 2887 33451338 41706i all V%ik CERRO RESAL Single Sitousitur Good Rusund 3ON715 Gooic! D3 0.0 0.0 N 3004716 Good! D3 0.0 Dig E 3'r4'1 199 117 647726 Cents, VIA CERRO REBAL e 18.0 24.0 E 2888 Single Shoulder Good ulge 3004717 Good R4-7 U04718 Good! ONI-3 10d 18.0 E 2889 33.4910132 A!7bdlsil�Right VK CERRO RESAL Single Stiouddar Good Round 3004 10 Godol R-NS�001 dS.0 36.0 E 28.0 33409NO -117 648091 RNM VIA CERRO REBAL Single Sho�r Good pRaund 3ONT20 Good! D3 -- 0� 0.0 N 34104721 03 00 0.0 SE 2891 33.4439147 -117,648115 Ridtht VIACERROREBAL Sinto Shield., Gisond Viood Post 30047M E� R.N -001 36.0 36.0 S R, 2892 33.487227 -117.6481165 figilt VIA CERRO REML Side.Shoulder Fur Soon. 004723 Good R2-1(15) 24.111 30.0 NE 30047241 Good M�Gfldodg 0A 000 INS 2893 334486732 �117EMISPIS Right VIA CERRO RIESAL Sin,deSnoul Goddl Round 3N4725 Good D, 0.0 3004725 Criffleal dt Q�o 0.0 SE 2394 33486870 417 6504H Counts VIA CERRO REML Sid,lus Shoulder Good squide 3004727 Good R4-7 18.0 24.0 Soo 30N728 Goddl Om1m3 -is-OF 1-8 0 Sw 2895 33.486978 .117.650523 Right VIA CERRO REBAL Biddle Shoulder Good 3-004729 Gcnid R-NS-001 36.01 36.0 Sw 2096 33 48n46 .117651698 Right VlAi CERRO REBAL S"Issm.w., Good Light Pole 30N730 Good GO 0.0 0.. SE 3004731 Good IDS 00 0.0 S 2897 33487671 -117SS1795 Center VIA CERRO SEMI, Si.,leShoi Geduld U�Chudred 30NT32 Good R4.7 18.0 24.0 BE t 301 Groodl 0`41-3 18.0 18.0 SE 28911 334B7979 �117m(351799 Right VM CERRO REBAL Slings Shodulds, Plus Fogel 30N734 Go. R-NS..l 36.0 35.0 Egg 2899 31,468161 .117652026 Right VIACERROREML Single Studifidtar Ul3ed Light Pole 3004735 Good 03 0.0 0.0 SE =4736 Goocl 03 1.0 0.0 Sw 2. 33.4si -117.61 Closer VIACERRO REML Sli Smolder Send Squouns 31)(14737 Good R4-7 18.0 24.0 SNY 36VO47-38 Gwwd , 1M3 13.0 18.0 2901 33.4ai mll7dli Ri A NOM AV Sli Snoi Good Round 1 30014739113ood R-NS.01 36.0 35.0 SW 2902 31488430 A17.65200 Right A NOM AV Strigh,STIould., Good Sunds. 3013,17,10113odol Ri-I 30.0 30.0 E 33.4885M -117E52481 Right IA NOM AV SingeShoulder Sued Round 3004741 Good D3 0.0 a 2903 Simi Geed DA =4743 Good! R26(i 0.0 D..r. 29(Y1 33.489460 �117.651952 Right �NOM AV SinoldeStsounle, Good �Channel =4744 Good WlmBL =80 24.1)S 290S 33.48957 11.0 24,0 S .L�S.1�17 651915 Right �NOVA AV Shot,Shoulkler Good U�Clhannell 3004746 Gided! WIAL 29M 33.489762 �117.BSIBBGRmht A Ni AV Seed,Should- Sued �Cmnnel 30.746 Good W14L 2907 33648.W -117.65114---1 1 A m-A AV Sinel.Sitoiddi Good tj�lennel 3004174? M�L, '11.01 24.0 5 Appendix G1 Maintenance Zone 6 Sign Inventory Post ID Location Data Post Data Sign Inventory Poet lD -.11de Len Ind. Padden I shootAsaelT a Comedian MetedN Si nID Contldldn MUCode WNN HeI ht Few Direction 2906 33.492612 -11].650315Petit llANOVIAAV Si Ia SMUWer G08tl UCNnnel 3004748 Gootl Mai CA 0.0 O.O SW 2909 33.493058 -19.649601 R' ht I-A NOVA AV Single ShOUNer Good Ntctl Post 3004749 Good S7CA 00 OO SW 2910 33.493600 -11].618058 R- ht IANOVIAAV Sinle SlrouWer Good U-Chi 3004750 Good! R3.RR JGD 30.O SW 2611 33.49319 -11].6/B6N R' ht UNOVIA" Single Shuler Goad Round _ 3004751 Gaul 03 _ Dix 0.0 NE 7004752 Gootl O3 0.0 0.0 NW ,Ii37.483851 -117.640417 R' M UNOVIAAV Single Shoulder Good U-Chann it 3004753 GCCd26C( Pi_ _ GD 0.0 SW 3004754 Gw] SPCA 0.0 0.0 SW 2913 33.494980 -11].646343 R' ht 1IGkNOVIAAV ShbSMupar Wad Square 3004755 Gootl gBidjoul 24.0 30.3 SW 2914 33495080 -1170646133 R" ht UNOVPAV Si Ie ShaWtler Fair Sua 3001756 Gaal Y!&3' - Me 30.0 SW 2915 ]349980 -11].614931 R'qM UNOVA AV Si Ie SMuWer Good Round 3004757E D3 0.0 0.0 SW 3004750(yad O] 0.0 0.0 NW 2816 33.495819 117644953 Rgh1 _ IA NOVIAAV _ - Sngle Shoulder Good Sgnel Pole _ 3D0769 Gadd R9-3e 0.0 9.9 NW _ - 3004780 Gaal 119-31, DA 0.0 NW 2917 3349503] -1 P.6448A=UNOVIAAV Surge SMUNer JR - ht Pde 3001]61 Gootl R104b 0.0 0,0 NW 2918 33.495181 -11].643]09 Center VIA ENTRADA Singh,SlwuMer U-0hennel 300762 Gaol R4? 18.0 24.0 NW 3004763 Wotl 0M1-3 10.0 10.0 NW 2919 33.495410 -11].843]83 R' M VIA ENTRAOA Borrow Shoulcer Goon! " hl Pd. ]001]61 C R29 30 24.0 30.0 NW 2920 33.493265 -11].842053Center VIA ENTRAOA Sln�er_ U-0hannN 305)]65 Fein R4] 10.0 24.0N 30047M Feir OMI-3 10.0 18.0 N 2921 33.493316 -11].612131 Right VIA ENTRADA SI h Shoulder ! ULIunnN 3004]6](-nod WNSSJC6ATE 0.0 0.0 N 2922 3]495855 -it].643950P M VIA ENTRADA Sin b Shoulder 300768 Good 5)13 30.0 30.0 BE 2923 ]].496000 -11]645045 Canter UNOVLAAV Sin le Shoulder Good Blind Mot 3004769 Good 03-te _ - _ 0.0 B.O BE 3004770 Good RIOJb D.0 0.0 NE 3820 33.496062 -11)644814 Rht IANOMAV Sinle Shoulder Sgnel Maet 3007]1 Good W-1a 0.0 0.0 SW 3004]]2 Good R104b 0.0 0.0 N 2925 33.49]07 -11].615616Rb1 LANOVIAAV Bond,SIhi 0wrt 'GYr 30"M Good RPB GA- 0.0 BIO BE 2926 23498313 -11].546054 NM VIA MAORINq Bundle Shoulder NbOd Poet 3001774 Gold S17 CA 0.0 0.05E 292] ]].49846, -11).646097 R ht VIA 2MORINA Sln la Shoulder Round 7007Ifi Good W 0.0 0.0 SE 3004]]6 Good D3 0.0 0.0 BE 2926 3].998526 -19.645980 R' M VIP MADRINA Sink,Shaultler Good U{hMN ]OO9T/Good - TS 0.6 0.0 SW 3004778 Good RNSSJC-NW 21.0 30.0 SW 2929 334985)3 -19.5)5297 R M VA MA MM Sin Shoulder d Round 3007]9 Good 0] O.D o.O S 3004780 Woo D] 0.0 0.0 N 2830 33.488616 -11>.646140 Right VIA MAORINq Sin Ie SMuBbr Good Round 3004]81 Grind RRh- 30.0 90.0 E 3004]82 Good W-NS-SJCAATS 0.0 0.0 W 2031 MANIS83 -112646243 Right VIA MADEIRA 5 d Shoultler LLO mIN 3001]83 Good R&1(401 NB 30.0 SE 3004]84 Gaoa R26 GA 0.0 0.0 SE 2932 33.499852 -1176W035R ht CMURONOA Si le Shouder tl iPoll 3004]05 Good W 3, 30.0 30.05E 2833 33.500384 -11]800861th1 CM IARONM Si Shchi U-Chnnd 3004]06 Good R26 CA 2934 33MINO -11].64]401 R" ht UNOVIAAV Sinle Shulder tl Rountl 3004797 Good _ W. _ - 0.0 00 SW 3004788 WW D3 00 0.0 BE 2935 33'503552 -H].W]419 Right UNOVIAAV S' bShoulder aG� R..hd de 3007419 God 82-140 _ 24.0 30O NW 9004]80GOM R26 C4 00 0,0 NW 2936 03.500103 -117.647260 R M CM U RONDA Si Ie Shoulder 3004701 Good DJ _ 0.0 0.0 E 300792 GOW P] 0.0 00 N 2837 33.5)0001 -19.67213 RM GMURONOq Sinle Shoulder Round 300703 Coded R1-t 30.0 30.0 SW 2838 33.499935 -1P.W]122 R' ht CMU RONDA single Shoulder Pole 3004781 Gootl R26 CA.. 0.0 0.0 NW 2839 33.45)916 -112615911ROM IANOVIAAV SingleShouder Pde 3D0705 Good R2b160 _ 24.0 30.0 NW 294D 33.497875 -117. 505067R ht IANOVMAV Sinha SM1ouder 300790 Gootl D3 0.0 0.0 NW 3334]8]C od 03 0.0 0.0 NE Appendix 131 Maintenance Zone 6 Sign Inventory Post ID Location Data Post Data Sign Inventory Peel In Le0W0e Lon tlutle Pounded Shoat Acott a Cootl..d Mandrin SK, Cori MU]CD Core VAiN Head Fa.D'vecMa 2941 3]49]]44 -11].645]23Reht IA ROOM AV ElliIe Shoulder Good Round 30M796 Goad R-NS-001 360 36.0 NE 2942 33497729 417,645679 Right IA NOVIl Single Shoulder Good U-Channel 3004)99 Good R26 CA - 0.0 0.0 NW 2.3 31497550 -11].645_43)R' ht IA NOVIAAV Ed Ie Shouker Gootl Rountl 3004800 Good 834-2R R4.1 NW _ _ _360 360 NW 3004801 Good R4 0.0 0.0 2944 ]]497443 -11].645299 " ht IA NOVIA AV Bine Shoulder Good Good!30M802 GoM-3 30.0 30.0 NW 334959.42 -11].645128 Right IA NOVIA AV Sidle Shoulder Good Sinal mi 3004803 Good R34 30.0 30.0 NE 2845 - 30041104 Deal _ 03-1e 00 0.0 WE 3004805 DOM R.I. DO 0.0 SE 3009806 Goo R9-3n 0.0 0.0 SE 2946 33.495]56 -11].645313 R' ht LANOVIAAV Mile Snooker Gootl S ,, 30NS07 Good M42. 0.0 0.0 NE 294] 33.491230 -11].861]45R hl SAN JUAN CREEK RD Single are Shedder Gootl 3004800 Good W91aL 30.0 30.0W 3848 ]]491.33.8_-112.BBflH59ht _6AN JUAN_CREEK ft0 Sn9le Shadow Good Square _3004500 Good R3-7R 30.0 30.0. 3004810 GoodRR6 CA 12.0 18.0 W 3940 33.491196 -112.880098load SAN JUAN CREEK RD Sidle Shoulder Good Wmd Pael 3004811 Fair R26 300 90.083 3950 336491752 A17659741 Right t SAN JUAN CREEK RD Single Shodder Gootl Round d 3004513 Good R26CA 140 30.0 NW 2951 3]401]52 -11]659]41RM SAN JUAN CREEK RD 5'mle SlwuWrt Good Round 3004813 Goad R2-145 N.0 30.0 SW 3953 33.488762 -112.653193 Right BAN jUMiRE CREEK ft0 Siddle ShouNer Good Who 3004919 Go. R2"1[451 34D 90.0 BW ]].4%903 -11].853819 Right AVD TARGA _ Sin91a Bbougar Gaatl Round 3004615 Go. 03 _ _ oe 0.0 NW 2853 _ 3004816 Go. 03 0.0 O,O BE 9004817 Good Ra"]a 240 34D NW 3004818 Good R.NS-001 W 36.0 30.0 NW 28N 314%818 -117652UI R hl AVO LARGA Singlewshddw ,, Gootl NAwtl Fee, 3%1819 Good R-NS-0001 _ 36.0 38.0 NE 93496646 -11].852311 Right AVD TARGA__ _Sib Sh9ultler Gootl hi Pde 3001820 Good_ R30BiC 24.0 3OD NW 3855 _ 3001821 Good R30E CA 0.0 0.0 NW 3004023 G000fDead 030E OD 0.0 NW 99496/08 117 551637 Right AVD L1RGA Bln01e Shoulder Good Rauh ]0041123 Good 03 _ 0.0 0.0 W 2856 - 3004824 Good Ra ____ 0.0 0.0 N 9001825 Good GA 0.0 00 W 2957 33498557 -11].650955 Right AVD tARGA SInle ShouNer Good ht Pak 300028 DWr 140 tW S ]34 M 9861] -11].650859 R" AVD TARGA _ Sln Ie Shoulder GGOO Routs 3004402)Goodead 03 __ OD Do BW 2959 _ _ 9004828 Good D.0 0,D N I* 3004020 Dead R 0.0 0.0 NW 3059 _93488812 -t1)85086)Right AVD TARGA _ SIn9le Shaultler Good Round 3004830 Goo 03 0.0 GE 3004731 Gots Do O3 0.0 0.0 SW 2960 31187104 .117.00271 hl AND TARGA Sid le Shoulder Good Light Page 3004833 Social BG :_. 0.0 0.0 BW 93491108 -11].0496]5 Right AVD TARGA _ _ S'm01e Shoulder Good Round 30048M Good D3 00 0.0 W 2981 3004034 Good D3 0.0 0.0 NW _ 3004035 Goo_ ) 0.0 0.0 NW 3004836 - W13.1 21.0 10.0 NW 33.498021 -117.648811 R" M AVD TARGA _ Single 51nuNer Good Round 3004837 Goo D3 D3 _ 00 0.0 SW 3963 - 3004838 Goo D] 0.0 0.0 NW 3004Cook R 0.0 0.0 NW 2063 33.497083 -11].0157518 hl AVD IARG4 SI bShoulder Good ht Pde 300484M0O Conrad] R30 Mot 7 . SW 3961 99.497]811 -11].64 5 R 901 " hl AVD IARGA SI b ShoutUgh,Good hl Pole 3083841 Conrad] R% OD 0 0.00 SE 33.4994511 -117.649524 Right AVO WiGA _BI bSMuldar God Ro1mtl 3004042 Gets D3 ±M.036.0 NW 2965 _ _ 300484_3 G_ocd O3 _ _ SE 3004844 Gots kf-i 5E 3004845 Good 0300 CA _. NE- ]3.198374 -11].8396068 M AVO URW Bidgle ShoJMr Good Round 3004846 Good 03 _ NE 2%6 ]00484)Good_- [13 Sa NW _ 3004049 Good R26(CA NE 3094949 Gooa 826 CA N Appendix G7 Maintenance Zone 6 Sign Inventory Post ID Location Data Post Data Sign Inventory Post 1O LaEYWa Lon haft Position S4eet AswlT Canadian Mabdal Sign D COMNon MUTCD Coda IWWin I Nei hl I ram Direction 33499242 -11].649520 Right AVD LARW SinbSMWtler Good Lhl Pale 3%485D GoodNW 2%] 3oi Cn5d _d 12.0 10.01N. 3004852 Feil R-NSSJC-NW 24.01 30.ONW 2963 33.49%57 -119.049126 R" ht AVO LARGA 911,5 M., Good Sm, 3004053 CrNml NW 2%9 33497881 -11]&49102 R' ht AVD tARGA SI Ie Shoulder Good Soma 3004054 Grctl 0.0 0.0 NE 2970 33A97518 A!7.649941 Riht AVD LARGA SI "houlder Good LightPde 3004055 Fair 12 Ul 1801E 2921 33.4908]1 -WX50793 Paid AVO LARGA Sinal,siondidar Good Unto Pak 3004856 Fair in I... INE 2972 33A9MB8 AW.652561 Paid SAN JUAN CREEK RD SinulaShoulder Good LightPala 30NS67 Gaatl R8-3e U 01 24AS 33.497112 -11].6526408 ht SAN JUAN CREEK RD SI Ie Shoulder Good Round 3004858 Good D] 0.0 0.0a 2973 3%41158 Gaod D] _ 0.0 0.0 8E 3004880 Gow1 81 30.p 30.0 SE 2974 33.49982_] -11]."91]_8 Riht SAN JUAN CREEK RD _ Sii Shoulder Good Nbod Past _ 30041,61 Good_ WS3 ]0.0 ]OA SW_ 3004862 Good SC3 CA a 0.0$W 2975 33.5000]1 -11764]]43 Right SAN JUAN CREEK RD hSinglaShoulderhoulder Gootl Round 3004863 Gootl W 00 61MD4864 Good C3 .0 02976 33.50081] -117."]BBS R' ht SAN JUAN CREEK RD hoWtler Good S' nal Pow 30"865 Gootl R9 3. 00W"868 Good 849 CA 2903 33.495255 -11]."6225 R' M A NOVIAAV houlder Good ULhandid 30"1,]4 Gootl R11R 29.4 33.495184 -11]."83811aM LA NOVIAAV MUNo Gaatl ueR 30040]5 Good VJ42R 36.0 36,2985 3349514_] .11]."54]3 R' ht LA NOVAAV houlder Good Round 3004876 Gootl D30.30"8]]Goad C30.2986 33495093 -11].646613 CWwr LANCVlAAV M1ouMer Gootl IFGhanMl 3p"8]1,Fair R4-730049]9 Fair OMI-32987 33.4850]3 -117.646710E M ANOVIAAV MWer Good Round 30"B00 - d R 50012988 3]495021 -117."67468 ht LANOVIAAV houlder GOW hi Pde 3004Ba1 Gwtl MA4013004882 C. R26 CA 0.0 0.2989 3].492938 -117.650207 R' ht LANOVAAV houlder Good U-Cinnnel zuioam Good R3-7R 3D.0 30.O NE 255. 33.492689 -117.6504aa R' ht LA NOVA AV SInle Shoulder Good Round 1004804 Good 03 _ 0.0 D.O NE _ 3004885 Good DJ 0.0 0.0 sE 2981 33.492600 -11].650628 Cenbr LA NOVA AV Siole Shoulder Good Wootl Post SOH ::Sl= R4-2 _ MO 24.1)SE _ xi ONIt-3 Min t..o SE 2992 33.482581 -117.650738 Right LA NOVA AV Single Shoulder Good Amid Past 30048891 Gootl RdUS-001 36.0 U. SE 2993 33.482424 -117.650805 Right LA NOVA AV Sin le Shoulder Good U-Channel 3004688 Good R26 CA 0.0 0.0 NE 2904 33.48MM -11].652681 candor LA NOVA AV Singe Shoultler lGood Woad Post 3004580 Good R4-2 _ 18.0 244 E _ 3004091 Good Ou1-3 160 10.0 E 2985 33486314 -117652]45 R' ht LANOVAAV Sinle Should,, Good Round 3004592 Good D3 _ 0.0 0.0E 3004893 Gootl D3 0.0 0.0 N 2996 33.400214 -112.052787 Right LA NOVA AV Sin Ie Shoulder Good S were 3004894 Gootl PP-114.1 24.0 30.0 NE 3997 33.486933 -11].6"032 Right LA NOVA AV Sin Ie Shoulder Good Uhl Pole 3004885Gootl R2-1(4D) _24.0 30.O NE_ 30040%Goad W11-3 30.0 30.0 NE 2998 33486]]9 -117.651689EN LA NCVA AV Snigla Shoulder Good Waad Post 3004097Good Vr53 ]0.11 30.0E 3004898 Good W44A CA ]0.0 30.0 E 2999 33488140 -117658002 Rod LA NOVA RD Single Shoulder Good S uere 3004099 Good WlAL 30.0 3005E 3000 334BM06 -11].6595]5 Right LA NOVA RD Simla SMuWer Good ULIunnal 30"800 Feir R26CA1 0.0 605E ]001 3,3148842066 20 -11]. 1508 R' hl LA NOVA RD SunniShoulder 01- ood ' Int Pa. 3004901 M A Gootl 0034 36.0 36.0 E 3W2 33ABSM741Z%1BRahn LA NOVRD Si laShouldir Geed Wbod Pod 3004902 Good R3-]R ]p.0 ]O.DE 3003 33.480362 -117.662M3 ftht IA NOVA RD Sin Ie Shoulder Good U-Chennel 30"903 Good R1-0 _ _ 160 BAE 3004904 Goon RIA 30.0 MOME 3004 33.ON27 -11].062030 R' int LA NC%A RD Snai,leShooddi Good Round 3004905 Good 03 _ _ _ 0.0 0.0E 30MOW Good D3 D& O&S 3005 33.49001] -11].65212]Rht VALLE RD Rini Shooka, Good M1l Pale 3o"90710 1 30.0 30&SW Appendix G1 Maintenance Zone 6 Sign Inventory Post ID Location Data Post Data Sign Inventory PDat10 Lettuce Lon wd- Paetian Street Asset Tvpe COndd'lon Maternal Si n1D Conation MUTCD Code I Worn He' ht Fere Direction 3].480/5] -117.662030 R' M VALLE RD Sin le SMUMer Gaatl Square ]OW908 Gaad 223-8R�✓ - 0.0 0.0 SW 3006 3004909 Goad G96(CA) 0.0 0.0 SW 3004910 Govd M. 24.0Motl 24.0 19.0 SW]OOT 3].48025] -11].661830 R' ht VALLE RD gin le$hOWtlef Goad hl Pole ]004911 Good CA b 2/.0 10.0 SW]008 3].490846 -11].661899 R' ht VALLE RD gi Ie Shoulder Good 3004912 GaW `- - 300 30.9 SW3W9 ]3.49ttb -126614918 M SMI JUAN CREEK RD Si IeShoulder Good Rauntl 300191]Gootl 0.0 O.D SE3004914 Gw] 0.0 0.0 SW3010 33.491189 -11]661441 R' ht SAN JUAN CREEK RD Double Slwulder Good Weod Peel 3001915 Gmtl 0.0 0.0 NW33.491236 -112.66142]R' ht SAN JUAN CREEK RD Sin le Shoultler_Goof S' nal Meal 30W916 Good - 0.0 O.O W3011 300 517 Cn0u1 0.0 0.0 W3004918 Ga 0.9 0.0 SE3012 33.500520 -112.645325 R hl CMLARONDA Si d Shoulder Gwtl 30O4919 Good 0 24.0 30.0 E3013 33.501600 -11].641600 R' M PAS OL NAWNO Si Ie SnWrer Good ht Pde 3004920 Good JC-NW 24.0 30.053014 33.50]24] -11].629439 Rn CM ACOUAGUE SI Ie Shoulder Good Round 3004921 Good JC-NW 24.D 30.0 SW3015 3]50]302. -11].6366]9 R' M SAN JUAN CREEK RD SIIe SMWder Good NWtl Poet 3004922 Good 0.0 O.O NE 3016 33506416 -11].838085 R' ht SAN JUAN CREEK RD SinkShoulder Good 30W923 GOW 0.0 0.2 NE 301T 334975]5 -11].64934]Rehr AVD WIGA Struild Shoulder GDW LordPde, 3013,1924 Good R30BCA .- 0.0 040 SW 3010 33456559 -t 179651756 Rqhl AVO LARGA Sinle Shoulder GDW LVht Pole 3ONS25 Fair R30 CA r'. 12.0 18.0E 3004926 Gucci Rea 0.0 0.0 E 3019 33500003 -11].648924 Right SAN JUAN CREEK RD SinkShoulder Good Round 30049276 d D3 0.0 0 SW ]OBfi 33501]00 -01T.642969RM LI NOVIA AV Single Shoulder Good Scud, 3005024 Go RWR. 30.0 30.0 NW 33.501244 -11].64]243 Right IA NOVIA AV Si0le Shvu_I_der Good S nal Pale 3005025 Good RS-7R 30_0 _ 300 NW ]OBT _ 3005026 GOA R9Ja __ 00 Oe NE M 300502]CCR9-3E 0.0 00 NE 31501409 -117.642548 Right WNOVIA AV gln eSMuker God S1,nal Pob 3005028 SOW R4%C _ _ OD Op SW 3008 _ 3005030G W R/9CA) 00 00 SW 3005030 Good R11(3 0.0 0.05W ]089 33.50153/ -117.606/2 Right NOVA AV giO le Slqutlef GWtl WbOtl POeI 3005031 Good RPt 35 N.0 ]0.0 SE 3090 33.501482 -117.61755]Right SAN JUAN CREEK RD SIn Ie ShouMerr Good U-CMnnel 3005032 Gaol R26 CA 12.0 10.0 S 3091 33.501670 -117.64]6808 M IA NOVIA AV SIOIe Shoulder Goad D-0Nnnel 3005033 Good R7-1 12S 18.0 SW 3083 33.501876 -117.647800 R' M W NOVIAAV Sin kgloulder Good U-Channel 3005035 Good SRU-I(CA)- 12.0 18.0 SW 33.501017 .117.647844 Right IA NOVUTAV Single Shoulder Good Light Pde 3005036 Go W11-7 __ 30.0 30.0 SE_ 3094 3005037 Good Mi-7 AHEAD) 0.0 0.05E 3005038 Good R-NSfSJO-Bike 36.0 40.0 SE 3309 33.499301 -117.622555 Center VIS MONTANA Si Ie SMuMOr Good 5 uere 3005363 Gaol R34 30.0 30.0 E 3313 33.499855 -112.518394 Red, VIS MONTANA gin IeSMuker Goad Round 3005367 GOW R10-4n 0.0 0.0 E 3314 33.499938 -117.618/21 Right VIS MONTANA Sin le Shoulder GDW ht Pde 3005368 Goad R26 6 CA 0.0 0.0 NE 3315 3349993_3 -117.81111146 Right VIS MOMAtU SIn Ie Shvultler_ _Goad " ht Pole 3006369 Gadd R2-1(40 24.0 30.0 E _ 3005370 Gad Res 6 CA 0.0 0.0 E 3316 33 499869 -117.819289 Right VIS mowANA Sued,Shaulder GDotl ht Pule 3005371 Good R2-1SSL25 0.0 0.0 E 3317 _33499706 -117.619761 R' hI VIS MONTANA Sin le Shoulder Good LQht Puts 3005372 Gued R34 30.0 3a0 NE 3005373 Good R26 S CA 0.0 OO NE 3310 33489100 -117.620694 Richt VIS MONTANA Single Shoulder GWtl ' MPde 3005374 GOM R3A 30.0 30.17 NE 3319 33A99302 417.621468 Right VIS MONTANA Sin le Shoulder GDW LsIN Pd. 3005375 Good R26 Sl(CAt 0.0 0.0 E 3320 33499M9 -117.622328 Right VIS MONTANA Sin le Shoulder Good Wht Pole 3005376 CCM R26 5)(CA 0.0 0.0 E 3321 33A99192 7117.622485 R hl VIS MONTANA Sin Ie Shoulder GDW Squem 30053W Deco! R26 g CA 0.0 O.O E 3322 31499159 -117.822310 R M VIS MONTANA Smale Shoulder Good Square 3005370 Good R2-140 . 24.0 30.0 W 3005]]9 CCaO lCe S CA 0.0 0.0 W 3323 33499113 -117.6213398 M VIS MONTANA Si Ie Shoulder Good sq... 3005380 CCvol R2-1(SS'15) 0.0 0.0 W 3324 33 499332 -117.620699 Center IVIS MONTANA SI Ie Shoulder Gab I& m ]005381 Goad 826 6 CA 00 0.0 W 3325 33499204 -11]620366Ruth[ IVIS MOMANA SeudeShoulder Good Suere 3W5382 GOM 83-4. 30.0 300E Appendix G7 Maintenance Zone 6 Sign Inventory Post ID Location Data Post Data Sign Inventory POM 10 U eee !nn R PasiMn Sheet I COMiign m eeed 5 nID CoMNon MOTCO CWe Wd1h He M1I Fpm Dirt n ]30T 33.499607 -11].619461 R' ht VIS MONTANA SI bSMuber GwE ]006383(iooE - IS."1-3: 0.0 O.a W Joos364 caotl - e.o e.o w 3328 3].0888]8 -11].619548 Center VIS MONTANA Sia SM1aultlar Good 5uam ]006386 G9otl R46 GA 0.0 0.0SW 3329 31499]68 -01].818124 R M1t VIS MONTANA 5 Ie 60aultler Gpptl S uete 300698]Goatl Rai' ' " 30.0 30.0 e 3005]88 Goof R26 5 CA 1 0.01 0.91W Sob Be Replecetl _ Signa W b be Repalmtl EXHIBIT A -I ' ILL LO' R Os Districl Boundary e3 Legend M.i,,tn.nee Zones zone I Zona2 Z.,3 zone 4 Zone 5 ga Z.oe 6 UP I CITY OF SAN JUAN CAPISTRANO CITYWIDE SIGN-REPLACEMENT PROGRAM Standard Plans • • 0 p NO.14 SELF TFIREADING ' A U HEX BOLT WPI'H NEOPRENE B WASHER e C U B B A. CARRIAGE BOLT 5/8"x 20—1/2"GALVANIZED C B. TOP AND CROSS SADDLE,CAST ALUMINUM C. GASKET;POLYETHYLENE OR WF,ATHERPROOF COMPOSITION , o D D. POST CAP,CAST ALUMINUM WITH 3—3/8"ALLEN HEAD SET SCREWS,TO FTI STANDARD WT. 2— 1/2" I.D.PIPE E. SIDE ARM BRACKET, 15 3/4"x 3/4"z 3/4"z 3/8" CHANNEL IRON GALVANIZED 24",30" OR 36" O PASEO CERUEZA 9. • 0Ll SEE SHEET 2 FOR NOTES 17 City of San Juan Capistrano � REVISIONS STANDARD STREET NAME SIGN PLAN NO. 600 -�/�ort� 7/20/95 APPROVED BY CITY ENGINEER W?LLIAM M.HUBER R.C.E.31785 DATE SI 10F Z NOTES: 1.STREET NAME SIGNS SHALL BE WESTERN HIGHWAYS AT9 STYLE OR EQUAL AND CONSIST OF A DOUBLE-FACED,BOX-TYPE SIGN,WITH WHITE LEGEND AND BORDER AND A BROWN BACKGROUND. 2.SIGNS SHALL BE MADE FROM TWO PIECES OF.080 THICK ALUMINUM. THE ALUMINUM SHALL BE PUNCHED,FORMED AND FOLDED,THEN WELDED ALONG THE TOP AND BOTTOM SEAMS. THE BLANK WILL THEN HAVE AN ALODINE FINISH APPLIED.OR,SIGN BLANKS SHALL BE DOUBLE FACED BOX TYPE FABRICATED FROM EXTRUDED ALUMINUM CHANNEL,WITH SELF LOCKING FLANGES,TOP AND BOTTOM,OF THE TYPE MANUFACTURED FOR THE CITY OF LONG BEACH. BASE METAL SHALL BE 6061-T6 EXTRUDED ALUMINUM ALLOY. WEB THICKNESS SHALL BE A MINR0M OF 0.080"WITH 11/16"FLANGES WHICH INCLUDES THE SELF-LOCKING FEATURE MENTIONED ABOVE. 3.SIGN FACES SHALL BE OF WHITE ENCLOSED LENS REFLECTIVE SHEETING APPLIED TO BOTH SIDES CONFORMING TO FEDERAL SPECIFICATION L-S-300A CLASSIFICATION 1.2 TYPE I(CLASS 1 OR 2) TABLE II REFECTTCIT'Y 1. THE LEGEND MAY BE PRODUCED BY THE REVERSED SCREENING METHOD. THE BACKGROUND COLOR SHALL BE SAN JUAN CAPISTRANO BROWN TRANSPARENT INK,OR SAFEWAY'S#71 BROWN DELUXE BAKED ENAMEL. THE DRY FILM THICKNESS OF THE BAKED ENAMEL COATING ON THE FRONT FACE SHALL NOT BE LESS THAN 1.75 MILS OF ENAMEL APPLIED BY SPRAY. PRIOR TO THE APPLICATION OF THE ENAMEL,EACH SIGN BLANK SHALL BE TREATED WITH A CHROMATE CONVERSION COATING FOR ALUMINUM CONFORMING TO THE REQUIREMENTS OF FEDERAL SPECIFICATION MIL C-5541. 4.THE STREET NAME MESSAGE IS TO BE COMPOSED OF 4"UPPER CASE MISSION STYLE LETTERS AND NUMERALS AND A 2-1/2"UPPER CASE MISSION STYLE PREFIX OR SUFFIX. THE BLOCK NUMBER MESSAGE IS TO BE COMPOSED OF 2"UPPER CASE SERIFS C TYPE NUMERALS. THERE SHALL BE A 1/4" BORDER AROUND THE ENTIRE SIGN. THE STREET NAME MESSAGE,OR COPY SHALL BE 3M #2270(ENGINEERING GRADE)SCOTCHLITE MISSION STYLE. 5.SIGN LOCATION SHALL BE ON THE MINOR STREET AS DIRECTED BY THE CITY ENGINEER WITH SOLE LOCATIONS TO BE IN ACCORDANCE WITH THE IMPROVEMENT PLANS. J� V ggQs City of San Juan Capistrano � REVISIONS I STANDARD S'T'REET NAME SIGN PLAN NO. -71 600 !� J 7/20/95 APPROVED BY CITY ENGINEER.WUI JAM M.HUBER 1LC.E.31785 DATE SHT 2 OF 2