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HomeMy WebLinkAboutCC RES 78-078l 2 3 4 5 6 7 8 9 10 11 12 13 l4 15 16 17 19� 24 21 22 23 24 25 26 27 i w 28 29 30 31 32 d i i F t RESOLUTION NO. 78--78 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF TUSTIN, CALIFO%%TIA, ADOPTING THE HANDBOOK OF GUIDELINES FOR PLANNING, ZONING AND DF,VELOPMENT . WHEREAS 1. Development standards for property within the City of Tustin are contained within various sections of the Municipal Code, Resolutions, and Ordi- nances of the City of Tustin; and Ah"Whki i 2. The California State Legislature, in Section 65921 of the Governmt Code, finds and declares that there is a statewide need to ensure clear under- standing of the specific requirements which must be riet in connection with the approval of development projects and expedite decisions on such projects; and 3. The compilation and publication of ordinances, resolutions and policies of the City of Tustin is not a project within the scope and applica bility of the California Environmental Quality Act, The City Council of the City of Tustin, California,. does hereby resolv, as follows: 1. Resolutions No. 73-35 and 75--23 are hereby rescinded, and t 2. In compliance with Chapter 1200 of the 1977 Statutes, the Handbook of Guidelines for Planning, Zoning and Development of the City of Tustin, dated July, 1978, three (3) copies of which are on file in the Office of the City Clerk, is hereby approved and adopted. PASSED AND ADOPTED at a regular meeting of the City Council of the C1 of Tustin, California, held on the -421 -St day of August , 1978. t AYOR f ATTER T : CITY CLERK STATE OF CALIFORNIA � } ss COUNTY OF ORANGE } RUTH C. POE, City Clerk and ex -official Clerk of the City Council of ti. City of Tustin, California, does hereby certify that the whole number of the. members of the City Council of the City of Tustin is five; that the above ar... foregoing Resolution 78--78 was duly and regularly introduced, read, passed, ax"x adopted at a regular meeting of the City Council held on the 21stday of .7 - , 1978, by the following vote: AYES: COUNCILNLEN : WEL_I CZT _1ARP r SALTARELLI , ►�E'��NFDY NOES: COUNCILMEN: rs 01%•T E ABSENT: COUNCILMEN: SCHU T E R l CITY CLERit ! JGR:se: D:7/ 31/78 E T/OR/GUIDELINES D:6 C i _ 1 2 3 4 5 G 7. 8 9' 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 RESOLUTION NO. 71-42 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF TUSTIN., CALIFORNIA, ADOPTING COUNCIL POLICY NO: 30-3 �ZELATIVE TO LANDSCAPING AND PARKING AREA GUIDELINES FOR MULTIPLE -FAMILY RESIDENTIAL, PR, COMMERCIAL, AND INDUSTRIAL DEVELOPMENTS. The City Council of the City of Tustin, California, does hereby- resolve as follows: That Council Policy No. 30--3, relative to Landscaping and Parking Area Guidelines for Multiple -Family Residential, • w Pr, Commercial, and Industrial Developments, a copy of which is attach6d *Preto marked ' Exhibit A *and incorporated herein by this reference, is hereby approved and adopted and incorporated in the Counca.l Policy Manu . PASSED AND ADOPTED at a regular meeting of the City Council of the City of Tustin, Cal10 fornia, held on the 2nd day of August 19719 • ATTEST: MAYOR CITY CLERK MAYOR COUNTY OF ORANGE ) SS CITY OF TUSTIN RUTH Co POE, City Clerk and ex -officio Clerk of the City Council of the City 'of Tustin, California, does hereby certify that the wholgi number of the members of the City Council of the City of Tus ti`n is five; that the above and foregoing Resolution No . 71-42 was, duly and regularly introduced, read, passed and adopted at a regular meeting of the City Council -held on the 2nd day of August , 19 71 , by the following vote: r AYES: COUNCILMEN COCO , C. MILLER, MARSTERS , L. MILLER, OSIER ' NOES: COUNCILMEN NONE ABSENT, COUNCILMEN NONE City Clerk, ' ty of Tustin, Californla _ ••...1 J -^--�- --- - - -r......._... ...rr�...........�.v...J ivi All %A.i %..A.N.ic^ A.a119-L L A. c�i%AcI1L.A.Q1, professional, commercial, 'and industrial, sites within the City of Tustin; and, 2. To a id , the property owner and/or developer by establishing policies and procedures for on-site landscaping and parking area requirements for such developments. PROCEDURE Subject to the provisions of ' .City of Tustin Ordinance No. 4 39 , the Development Preview Commission has the authority -to review and approve site plans; including landscaping and irrigation, for developments in any of the general districts delineated above. The necessary plans and their ' submittal procedures are described in detail . in "Instructions for Development Preview Applications". POLICY Landscaping,. in accordance with ;.. good planning,;,principles, is required by City regulations to conceal, screen, buffer, absorb, separate, and to beautify; and, in the landscaping process, develop an attractive outdoor environment.- In the way of illu- stration, landscaping may prove very instrumental in accomplishing: 1. The Blending of the building • and grounds together in such a way as to enlarge the usefulness and pleasure of property, improve the appearance, complement the architecture of near- by .buildings, and increase the lasting value of the property as well as the property of the neighborhood;. 2. The reduction of the apparent size of bulk areas, such as a parking lot. The expanse of an area may be diversified with such visual varieties as plantings, walls, fences, and fountains; or, it may be broken into sections ' by changing levels; ' 3. An effective separator and noise buffer strip between pro- fe sional, commercial, industrial and residential uses; 4. Concealment in a pleasing manner, rather than to set every- thi'ng , out in full view; 5. Subtle screening in order ;1 to conceal commercial. and industrial .operational and service areas; 6. Skillful highlights and/or -to change the mood and character of main centers of inter -est on ,a building site, establishing specific numerical standards, general guidelines del in - eating areas of prime .concern on any given s ' to should be established instead. This approach would provide a deve `oper with initial indications of the Commission's ultimate desires, and provide the Development Preview Commission in turn the. flexibility needed for the varied sites and situations which they`.'. will be analyzing. The _ Development Preview Commission feels, that although the developer should be alerted to these general guidelines, the element of flexiR-. bility is absolutely essential- in order to properly visualize the individual site total design, and as important, to fit that site into the surrounding environment. Areas which the Development Preview Commission feel are of common, primary concern to any development are: 1. That all on-site parking areas -and driveways be surfaced with concrete or asphaltic material; 2. That all parking stalls,- driveways, and turning radiuses be to those minimum standards established by the City; 3. Thtt required parking stalls be striped; and, that bumper guards, concrete curbing, or' -similar devices be installed where the public safety is involved, or where necessary for the protection of required landscaped areas or structures; 4. That required structural ffont setback areas, except for . driveways, be fully landscaped with plant materials with the exception of: -� a) Where such areas are utilized for parking; and/or, " b) Where the landscape design incorporates certain architectural features such as walks, , sculpturing, ponds, decorative walls, etc. Where parking is proposed in the required front setback area, a landscaping belt be provided adjacent to the sidewalk, with either decorative walls or plant screen landscaping of some form provided to the rear of this landscaping belt, in order to effectively visually buffer the automobiles from public view; 5. That landscaping be provided adjacent to structures where exposed to public view so as to soften the effect of the building and surrounding asphalt or concrete areas, landscaped areas may be a requirement in order to provide ® screening for the subject property -or for adjacent properties; i• 7. That evenly dis pper4ed interior planting.areas be provided in, spaces .' exposed to public view, with such areas, in -may cases, .Ann% requiring tree planting, �. That street trees shall be planted in accordar,;ipe with the Master Street Tree Plan of the City of Tustin, with any modifi- cations or variations requiring the approval of the Development Preview Commission, where they *deem such action appropriate; 9. q landscaping That all required landsca in areas be provided with some form of permanent irrigation system,: including sprinklers, bubblers, hose . bibs , etc., and be so designed as to provide for easy maintenance. w ' i i . 1 i i • L Ir /� F /� f i'Al�� ? � � i tt.G t • • ��i �__� =its / �i7+ 47 giu� •� � �i.Jit2.� �i4Y �x k. 17 { i HANDBOOK OOK FOR PLANNING, ZONING DEVELOPMENT Corrnunity Development Denartment City Hall Centennial at Main Tustin, California 92680 Phone: 7141544-8890 TABLE OF CONTENTS Preface References List of Exhibits and Forms List of Appendixes " Sitb Dev.eLopmbn* t Standards I. General Regulations A. Purpose B. Policy C. Scheduled Meetings D. California Environmental Quality Act Requirements E. Time Limits for Project Approvals F. General Procedures G. Appeals II. Use Permit Procedures A. Filing and Hearing B. Required Forms and Exhibits III. Zone Change Procedures A. Filing and Hearing B. Required Forms and Exhibits IV. Pre7-Zone Procedures A. Filing and Hearings B. Effective Date V. Variance Procedures A. Filing and Hearing B. Required Forms and Exhibits C, Required Justification and Determinations D. Sign Code Variances VI. General Plan Amendments A. Policy B. Procedures C. Justification Requirements D. Public Hearings E. Environmental Documents F. Zoning Consistency PAGE # 1 G ,� 10 11 12 VII. Sign Permits 14 A. Use Permits, Variances and Exceptions B. Ministerial Sign Permits VIII. General Subdivision Procedures 16 A. Required Maps B. condominium Project C. Parcel Map D, Processing of Maps IX, Design Review of Development Plans lg A. Purpose B. Policy and Principles C. Responsibilities D. Scope of Jurisdiction E. Conditions.bf Approval F. Procedures and Time Limits G. Appeals X. Site Plan Review Process 22 A. Pre -application Conference B. Time -Frame C. Required Plans D. Staff Review and Report to Applicant XI. Development Standards (Landscaping & Parking) 24 A. Purpose B, Policy C. Site Development Standards D. Off -Street Parking Criteria E. Parking Lot Design F. Landscaping Requirements Exhibits 51, 52, and 53 XII. Service Station Development Guidelines 33 A. Policy B. Definitions C, Operational Conditions D. Development Criteria E. Design Standards F. Process and Procedures for Development Permit Exhibit 11 PAGE XIII. Building Division Procedures and Requirements 38 A. Design Approval Be Required Permits C. Applicable Codes D. Building Plan Check Process. E. Underground Utilities Requirement XIV. Engineering Department Requirements 50 A. policy for Public Improvements Be Definitions C. Procedure D. Traffic Circulation E. Irrigation Lines F. Street Trees G. Street Improvement Plans H. Underground Wiring XV. Parks and Department Guidelines Recreation 57 A. General Be Purpose C. Planning Considerations D. Planning Concepts E. Dedication Requirements XVI, Police Department Guidelines 67 A. Purpose Be Scope C. Limitations and Exceptions D. Physical Security Requirements E. Procedurse XVIII. Department Re uirements Fire Depart q 69 PREFACE The procedures outlined in the Handbook for Planning, Zoning p and Development are for the convenience -and benefit of applicants for zone changes, use permits, variances, building permits, and environmental documents to enable an understanding and convenient reference to the applicable codes and policies of the City of Tustin. The time limits and guidelines as established herein implement the provisions of Chapter 4.5 of Division 1 of Title 7 of the Government Code as added by Assembly Sill No. 884, Chapter 1200 of the Statutes of 1977. The Community Development Department located in City Hall, Centennial at Main, is available to provide public assistance in the completion and processing of applications for consideration by the Commissions and Council. We trust you share our concern in maintaining and perpetuating a viable and pleasing community in accordance with the policies of the City Council. It is the- stated intention of the City Council and the Staff 'to work with all applicants to help them solve or prevent problems, enforce all City and State statutes, and insure the applicant's experience with the City is handled fairly and in an expeditious manner. If you have any questions or problems, please contact the Community Development Department at 544-8890. REFERENCES State of California EIR Guidelines, California Administrative Code, Title 14. Natural Resources Div. 6. Resources Agency Subdivision Map Act State Planning and Zoning Act, Sec, 6500 et. seq., Government Code City of Tustin Ordinances: 455 - Underground Utilities 157 - Zoning ordinance 560 - Building Excise Fees 587 - Design Review 656 - Design Review 684 - Sign Code 685 - Park. Land Dedications 733 - Parking Requirements 760 - Sign Permits 762 - Security ordinance 770 - Uniform Building Codes 772 - Building Excise Fees 773 - Subdivision ordinance Resolutions: 920 - Public Improvements 77-122 - Environmental Impact Guidelines 78-48 - Environmental Impact Guidelines Publications 1976 Uniform Building Code and 1978 Supplement 1976 Uniform Mechanical Code and 1978 Supplement 1976 Uniform Plumbing Code 1976 Uniform Solar Energy Code 1978 National Electric Code 1976 Dwelling Construction under UBC 1975 One and Two Family Dwelling Code and 1978 Supplement UBC 1976 Uniform Sign Code 1976 Uniform Code for Abatement of Dangerous Buildings and 1978 Supplement 1976 Uniform Swimming Pool Code 1976 Uniform Building Code Standards 1976 Uniform Fire Code and 1978 Supplement ii LIST OF EXHIBITS ( See Appendix E) 1. Area Map 2. Property Owner's List 3. Plot Plan 4. Film Positive (Transparency) 5. Parking Lot Design 6. Elevations 7. Film Positive (Transparency) 8. Landscape Plan 9. Sign Plan 14. Sketch (Renderings or Photographs) 11. Service Station Design 12. Trash Bin Design LIST OF FORMS B-1 Application for Use Permit, Variance and Zone Change B-2 Owner's Affidavit B-3 Contractor's Certificate B-4 Owner -Builder's Certificate EIR-A-1 Notice of Exemption EIR-A-2 Initial Environmental Study EIR-A-3 Negative Declaration EIR-A-4 Notice of Determination EIR-A-5 Notice of Completion EIR-A-7 Notice of Preparation iii APPENDIXES A. Fee Schedule B. Security Guidelines C. Public Improvement Design Standards D. Environmental Impact Report Procedures E. Forms and Exhibits F. Street Tree Policy and Plan G. Solid Waste Collection Requirements H. Plan Review Checklist I. Vapor Recovery Systems and Air Pollution Control Regulations iv SITE DEVELOPMENT STANDARDS FOR RESIDENTIAL, PROFESSIONAL, COMMERCIAL AND INDUSTRIAL DEVELOPMENTS I. GENERAL REGULATION A. Purpose 1. To establish guidelines and policies to enable the staff, Redevelopment Agency, ' Planning Agency, and City Council to review development application for multi -family residential, professional, commercial, and industrial sites within the City to assure quality of development, equality of design standards, and public safety, health and welfare. 2. To aid the property owner and/or developer by establishing policies and procedures for on-site landscaping, parking, site -development require- ments, and off-site public improvements required as a condition of development. 3. To comply with the requirements of Chapter 4.5 of Division 1 of Title 7 of the Government Code of the State of California by establishing time limits, standards, procedures and processes for obtaining necessary permits for development projects. B. Policy It is the policy of the City Council, as adopted herein, that new develop- ments and renovation of existing developments shall be compatible with the architectural and environmental character of surrounding properties and the community. Within limits of feasibility, landscaping, architectural styles, colors, walls and fences, signing, public improvements, parking lots, and site developments shall conform to the guidelines and criteria as established by these regulations. The Community Development Director shall be responsible for the implementa- tion of these guidelines in the review and approval of private development -1- z 2 3 4 5 6! 7 8' 9 to 11 1.2 13 1.4 1.5 16 1.7 1.8 1.9 20 21 22 23 24 25 26 27 28 29 30 32 RESOLUTION NO, 81-50 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF TUSTIZ711 CALIFORNIA, AIN ENDING THE HANDBOOK OF GUIDELINES FOR PLANNING, ZONING AND DEVELOPMENT ADOPTED BY RESOLUTION NO. 78-78. The City Council of the City of Tustin, California, resolves as follows: 1. Article I, Section A, Subsection 1 of the Handbook of Guidelines for Planning, Zoning and Development of the City of Tustin, dated July, 1978, and adopted by Resolution No. 78-78 is amended as follows: "1. To establish guidelines and policies to enable the staff, Redevelopment Agency, Planning Agency, and City Council to review development application for single-family residential, multi -family residential, profes- sional, commercial, and industrial sites within the City to assure quality of develop- mont, equality of design standards, and public safety, health and welfare." 2. Three (3) copies of this Resolution shall be main- tained in the Office of the City Clerk together with the Hand- book of Guidelines for Planning, Zoning and Development of the City of Tustin. PASSED AND ADOPTED at a regular meeting of the Citv Council of the City of Tustin, California, held on the 20th day of April, 1981. Ire MAYOR ATTEST: �- CITt CLERK RLL: lw: D : 4/15/81 STATE OF CALIFORNIA ) COUNTY OF ORANGE ) SS CITY OF TUS TIN ) MARY E, WYNN, City Clerk and ex -of f icio Clerk of the City Council of the City of Tustin, California, does hereby certify that the whole number of the " members of the City Council of the City of Tustin is five; that the above and foregoing Resolution. No. 81-50 was duly and regularly introduced, passed and adopted at a regular meeting of the City Council held on the 20th day of April, 1981 by the following vote: AYES : COUNCILPERSONS: Edgar, Hoesterey, Sharp, Kennedy NOES : COUNCILPERSONS: None ABSENT: COUNCILPERSONS: Saltarelli MARY E. WYNN, City Clerk City of Tustin, Ca ifornia 1 2 3 4 5 6 7 8 9 10 11 12 13. 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 RESOLUTION NO. 81- 50 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF TUSTIN, CALIFOP.NIA1 AMENDING THE HANDBOOK OF GUIDELINES FOR PLANNING, ZONING AND DEVELOPMENT ADOPTED BY RESOLUTION NO. 78-78. The City Council of the City of Tustin, California, resolves as follows: 1. Article I, Section A, Subsection 1 of the Handbook of Guidelines for Planning, Zoning and Development of the City of Tustin, dated July, 1978, and adopted by Resolution No. 78-78 is amended as follows: "l. To establish guidelines and policies to enable the staff, Redevelopment Agencyf Planning Agency, and City Council to review development application for single-family residential, multi -family residential, profes- sional ,.com.m.ercial, and industrial sites within the City to assure quality of develop- ment, equality of design standards, and, public safety, health and welfare." 2. Three (3) copies of this Resolution shall be main- tained in the Office of the City Clerk together with the Hand- book of Guidelines for Planning, Zoning and Development of the City of Tustin. PASSED AND ADOPTED at a regular meeting of the City Council of the City of Tustin, California, held on the 20th day of April, 1981. MAYOR ATTEST: CIT t CLERK RLL: lW: D: 4/15/ 81 STATE OF CALIFORNIA COUNTY OF ORANGE SS CITY OF TUSTIN MARY E. WYNNr City Clerk and ex -of f icio Clerk of the City Council of the City of Tustin, California, does hereby certify that the whole number of the members of the City Council of the City of Tustin is five; that the above and foregoing Resolution No. 81-50 was duly and regularly introduced, passed and adopted at a regular meeting of the City Council held on the 20th day of April, 1981 by the following vote: AYES : COUNCILPERSONS: Edgar, Hoesterey, Sharp, Kennedy NOES : COUNCILPERSONS: None ABSENT: COUNCILPERSONS: Saltarelli MARY E. WYNN, CityjClerk City of Tustin, California 11 projects subject to his jurisdiction and for the review and recommendations of projects subject to the approval of the Planning Agency and/or City Council. C. Scheduled Public Meetings 1. The Planning Agency meets on the lst and 3rd Monday's of each month at 3:00 PM, with public hearings on matters of Community -wide concerns scheduled for 7:30 PM. 2. The City Council meets on the 1st and 3rd Monday's of each month, immediately following the conclusion of Planning Agency matters during the afternoon session, and at 7:30 PM for public hearings and matters of Community -wide interest. 3. Meetings of the Planning Agency and City Council are in the Civic Center Council Chambers located at Main and Centennial. The meetings are open to the public and applicants are encouraged to be in attendance at the scheduled time to present their project proposals. D. California Environmental Qualtiy Act (CEQA) Requirements Prior to the consideration of any project by the Planning Agency of City Council, it is mandatory that the requirements of the California Environ- mental Quality Act (CEQA) be satisfied by the preparation of an Environ- mental Impact Report, Initial Study, Negative Declaration, Categorical Exemption, or Determination of Non -applicability of CEQA. Environmental Impact procedures are contained in Resolution Nos. 77-122 and 78-48. E. Time Limits for Project Approvals 1. Project Review. Upon receipt of a project plan, the City Staff shall review the project and advise the applicant as to whether the application for development ' is complete not later than 30 days after receipt of the application. Such a determination shall be transmitted in writing immediately to the applicant at the address indicated on the application. -2- If the application is determined to be incomplete, the responsible department shall specify in its determination which parts of the application are incomplete and how they may be made complete. This requirement may be satisfied by the transmittal of the pertinent sections of these guidelines and/or check list. Upon re -submittal of the application, a new 30 -day period shall begin in which the responsible department must determine completeness of the application. After determination that the application is complete, the applicant shall not be requested to furnish any new or additional information which was not required as part of the application originally determined to be complete. This does not preclude requesting the applicant to clarify, amplify, correct or otherwise supplement the information required for the original application. 2. Project Determination. Upon acceptance of a complete project application, the City of Tustin shall approve or disapprove such project within one year from the date on which an application requesting approval of .such project has been received and accepted as complete. 3. Environmental Impact Status. a. Within 45 days after accepting a complete application, the Conmunity Development Director shall determine whether the project will require an EIR or a Negative Declaration. b. A Negative Declaration shall be adopted in not more than 105 days from the date of accepting the complete application. c. When a draft EIR is accepted, the EIR shall be completed and certi- fied in not more than one year from the date of accepting a complete application. ^-3- 4. Tentative Subdivision Maps. A Tentative Subdivision shall be approved or disapproved within 50 days from acceptance of a complete application. An application shall be deemed to be incomplete unless accompanied by a Draft Environmental impact Report or other appropriate environmental documents. 5. Extensions of Time. Time limits for project approval or disapproval may be extended for one period not to exceed 90 days upon mutual consent of the applicant and the City of Tustin. 6. Automatic Approval. In the event the City of Tustin fails to act to approve or disapprove a project within the time limits required herein, such failure shall be deemed approval of the development project. A project receiving automatic approval pursuant to this section shall be required to comply with all applicable development standards of the City of Tustin, consistent with conditions and criteria attached to other projects of a similar type and in a similar location. F. General Procedures The following general steps and procedures are appropriate for the processing of planning, zoning, and development projects: 1. A pre -application conference with the Community Development Department to acquire application forms and general information pertaining to Code requirements, Council Policies, and Environmental Impact Report requirements. 2. Submission of applications and plans to Community Development Depart- ment. (A conference with City Staff will be arranged for major projects.) Applications are to be filed not less than 19 days nor more than 50 days prior to Planning Agency hearing. Negative Environ- mental Impact Reports require 10 -day notice before hearing. when an EIR is required, a 30 day notice prior to the hearing is mandatory. M 3. Preliminary review by Community Development Department. 4. Public hearing by Planning Agency.* 5. Public hearing by City Council.** 6. Final Plan Review by Community Development Department. ?. Application for Plan Check and Euildling Permit. 8. Street Improvement Plan Review by City Engineer. G. Appeals The findings, conditions, and decisions of the Staff or Planning Agency on development projects may be appealed to the City Council by the payment of the required fee and an advertised hearing, pursuant to Section 9294 of the Tustin City Code. * Required for zone change, prezone, use permit, variance. ** Not required for use permit or variance unless appealed. -5- II. USE PERMIT PROCEDURES A. Filing and Hearing 1. A complete application, accompanied by required exhibits and filing fee, is submitted to the Conmunity Development Department not less than 19 days nor more than 50 days prior to a scheduled meeting of the Planning Agency. 2. A complete application requiring an Environmental Impact Report will be scheduled for public hearing within 45 days from date of acceptance. 3. Hearing notices are published in the local press and mailed to the property owners within a 300' radius of the property under consideration. 4. The Community Development Department conducts a preliminary review of development plans following the submission of the application and prior to Planning Agency hearing. Applicants are encouraged to review staff reports and recommendations prior to the public hearing. 5. The Planning Agency holds a public hearing and publishes its findings by Resolution, a copy being furnished the applicant. 6. The determination of the Agency is final unless an appeal is made in writing to the City Council filed with the City Clerk together with a filing fee, within five (5) days after the final action of the Agency. 7. In the event of an appeal to the City Council, the matter is re - advertised for a public hearing before the Council and the determina- tion of the City Council is final. 8. Final development plans are submitted to the Community Development Department prior to the issuance of a building permit. 9. Unless otherwise specified by the Planning Agency, a Use Permit is null and void if not used within one (1) year of the date of approval. -6- B. Required Forms and Exhibits (See Appendix E for examples of forms and exhibits) . 1. Application Form 2. Owner's Affidavit 3. Deed Restrictions 4. Area Map (.Exhibit 1) 5. Property Owners List (Exhibit 2) When structural changes or construction are part of the Use Permit, the following additional exhibits are required: 6. Plot Plan (Exhibit 3 ) 7. Film Positive - Plot Plan (Exhibit 4 ) 8. Elevations (Exhibit 6 ) 9. Film Positive 10. Sign Plans (Exhibit 9 ) 11. Landscape Plans (Exhibit 8) 12. Parking Lot Layout (Exhibit 5 ) 13. Environmental Impact Initial Study (Form EIR A-2) (Appendix C) -7- IIT . ZONE CHANGE PROCEDURES A. Filing and Hearings 1. A complete application, accompanied by required exhibits and filing fee is submitted to the Community Development Department not less than 19 days nor more than 50 days prior to a scheduled meeting. 2. A complete application requiring an Environmental Impact Report will be scheduled for public hearing within 45 days from date of acceptance. 3. Hearing notices are published in the local press and mailed to the property owners within a 300' radius of the property under consideration. 4. When development plans accompany a zone change application, the Community Development Department will conduct a preliminary review following the submission of the application. 5. The Planning Agency conducts the public hearing and by Resolution, makes findings and recommendations to the City Council. 6. The applicant will be furnished a copy of the Resolution of the Planning Agency. 7. A second public hearing is scheduled by the City Council and notice of hearing date is mailed to the applicant and surrounding property owners. 8. Following the Council hearing, a determination is made either approving, modifying, or disapproving the findings of the Planning Agency. The v decision of the City Council is final. When applications are approved, the City Attorney prepares an Ordinance amending the Zoning Ordinance, which is effective 30 days after adoption by the City Council. 9. Final development plans are submitted to the Community Development Department prior to the issuance of a building permit. B. Required Forms and Exhibits (See Appendix E for examples of Forms and Exhibits) 1. Application Form (Form B-1) 2. Owner's Affidavit (Form B-2) -8- 3. Deed Restrictions 4 . Area Map ( Exhibit 1) 5. Property Owner's List (Exhibit 2 ) 6. Plot Plan (Exhibit 3) 7. Film Positive - Plot Plan (Exhibit 4) When Precise Plans are a part of the zone change, i.e., Professional Zone, the following additional Exhibits are required. 8. Elevations (Exhibit 6) 9. Film Positive - Elevations (Exhibit 7) 10. Sign Plans (Exhibit 9 ) 11. Landscape Plans (Exhibit 8) 12. Parking Lot Layout (May be a part of Exhibit 3 or 8) (Exhibit 5) 13. Environmental Impact Initial Study (Form EIR A-2) (Appendix } IV. PRE -ZONE PROCEDURES A. Filing and Hearings 1. Applicants will submit a completed application form, accompanied by a legal description of the property.. 2. Upon request of the property owner, when deemed appropriate by the Planning Agency , a motion is adopted to waive the f it ing f ees and the request is scheduled for public hearing. 3. Hearing notices are published in the local press and mailed to the property owners within a 300' radius of the property under consideration at least l0 days prior to the scheduled hearing. 4. Other procedures are the same as for a zone change. B. Effective Date of Pre -zoning A pre -zoning becomes effective upon the approval of subject property for annexation to the City of Tustin, at which time construction plans can be submitted for building permits. -10- V. VARIANCE PROCEDURES A. Filing and Hearing (Same as Use Permit) B. Required Forms and Exhibits ( Same as Use Permit) C. Required Justification and Determinations Variances from the terms of the Zoning Ordinance shall be granted only when, because of special circumstances applicable to the property, including size, shape, topography, location or surroundings, the strict application of the Zoning Ordinance deprives such property of privileges . enjoyed by other property in the vicinity and under identical zoning classification. Any variance granted shall be subject to such conditions as will assure that the adjustment thereby authorized shall not constitute a grant of special privileges inconsistent with the limitations upon other properties in the vicinity and zone in which such property is situtated. A variance shall not be granted for a parcel of property which authorizes a use or activity which is not expressly authorized by the zone regulations governing the parcel of property. The burden of proof in justification of a variance rests with the applicant. D. Sign Code Variances Variances from the Sign Code (Ord. 684) shall be processed in the same manner as other variances from the terms and conditions of the Zoning Ordinance. -11- A VI. GENERAL PLAN AMENDMENTS A. Policy Pursuant to Section 65361 of the State Planning and Zoning Act, mandatory elements of the General Plan may be amended not more than three times during any calendar year. The City Council has determined that General Plan Amendments may be scheduled for public hearing annually during the months of March, July, and October. B. Procedure General Plan Amendments may be initiated by motions of the Planning Agency, City Council, Staff, or members of the public. Applications for amendments submitted by members of the public shall require the payment of a filing fee in the amount of $250.00 and the required Environmental Documents. C. Justification Requirements Amendments to the General Plan shall require a showing of a change in conditions justifying an amendment to the General Plan in the interest of the total community. . D. Public Hearings General Plan Amendments will be scheduled for an advertised public hearing before the Planning Agency and before the City Council. E. Environmental Documents General Plan Amendments are subject to the requirements of the California Environmental Quality Act. An Environmental Impact Report may be certified as a separate document of incorporated as an identified section of the General Plan Amendment. F. Zoning Consistency. In the event the Zoning Ordinance becomes 'inconsistent with the general plan by reason of a general plan amendment, the Zoning Ordinance shall be -12- amended within a reasonable time so that it is consistent with the general plan. No hearing for amendment to the Zoning Ordinance may be held within two weeks of the date that the general plan amendment is recommended or adopted . -13- VII. SIGN PERMITS A. Use Permits, Variances and Exceptions 1. Sign Permits requiring a Use Permit, Variance or other approving action of the Planning Agency or City Council which require a public hearing shall be processed in accordance with applicable procedures of the Zoning ordinance. 2 Applications for sign permits which. qualify for an exception to the standards and criteria of the Sign Code shall be made to the Community Development Director in 5 copies. Applications shall include the following information: a. Justification for exception . b. Sign Plan to include: 1. Proposed colors by number or sample 2. Size of letters 3. Lo cat ion 4. Intensity of lighting 5. Elevations of free standing or wall area C. Plot plan showing all existing and proposed signing on the parcel. d. Identification of other signing within 300 linear feet of the proposed sign location. The Community Development Director shall review the application and shall submit it together with an analysis and recommendation to the City Council for its review and approval or disapproval at the next regular meeting. Sign permits will be issued by the Community Development Director following approval by the City Council. (ord. No. 760) --14- B. Ministerial Sign Permits 1. Permit Requirements A Sign Permit shall be required for the installation, relocation, or modification of permanent and/or temporary signs in accordance with the Tustin Sign Code (Ord. No. 684). 2. 'Permit Application. Applications for sign permits in compliance with the Sign Code (Ord. No. 684) shall be submitted to the Community Development Department in three (3) copies, to include the required information indicated by Exhibit 9. 3. Time Frame The Community Development Department will review and comment upon the proposed signing within a three (3) day period. Every effort will be made to keep the three (3) day review period as a maximum. Where pos- sible, sign review will be completed by staff and the applicant contacted within a 48 hour period with notice of the approval of the sign plans or request for revision. 4. Payment of Fees Payment of fees in the amount of $10.00 for a permanent sign permit, and 650 of the value of the sign when a structural permit is required, plus electrical permit fees, shall be made prior to the issuance of a. permit. Fees for temporary signs shall be as established by Council Resolution or Ordinance. 5. Permit Issuance Upon approval of the Community Development Department, a Sign Permit will be issued, and a Building and Electrical Permit issued when required, pursuant to the 1976 Uniform Sign Code. It is the intent to issue a sign permit within three (3) days following submittal of the application. -15- VIII. GENERAL SUBDIVISION PROCEDURES The necessity for. tentative, final, and parcel maps shall be governed by the provisions of the Subdivision ordinance of the City of Tustin. (Ord. Nos. 651, 773) A. Required Maps 1. A tentative and final map shall be required for all subdivisions creating five or more parcels, five or more condominiums as defined in Section 783 of the Civil Code, or a conununity apartment project containing f ive or more parcels, except where: a. The land before division contains less. than five acres, each parcel created by the division abuts upon a maintained public street or high- way and no dedications or improvements are required by the City Council, b.. Each parcel created by the division has a gross area of 20 acres or morE and has an approved access to a maintained public street or highway, or C, The land consists of a parcel or parcels of land having approved access to a public street or highway which comprises part of.a tract of land zoned for industrial or commercial development, and which has the approval of the City Council as to street alignments and widths, or d. Each parcel created by the division has a gross area of 40 acres or mor( 2. A parcel map shall be required for those subdivisions described in subparagraphs (1) (a) , (b) , (c) , and (d) above. B. Condominium Project and Community Apartment 1. A tentative and final map shall be required for a condominium project and community apartment project, and fees shall be imposed on the basis of parcels or lots of the surface of the land shown thereon as included in the project, including those parcels or lots shown in common ownership. 2. Tentative and final maps for initial construction or conversion of existing structures for residential occupancy shall conform to the criteria of the Zoning Ordinance (Ordinance No. 157, as amended) for the Residential Planned Development (RPD) District. C. Parcel Maps 1. AP arce 1 map shall be f i l,ed and recorded for any subdivision for which a tentative and final map is not required by the Subidivision Map Act, unless waived by the Planning Agency. 2. Such maps shall meet all the requirements of the Subdivision Map Act and ordinances of the City of Tustin and shall show all dedications or offers of dedication thereon. The Planning Agency may require that such dedications or offers of dedication be made by deed in lieu of or in addition to appearing on the map. D. Processing Of Maps 1. Preliminary, tentative, and parcel maps shall be submitted to the City Engineer for processing in accordance with the guidelines and procedures established by Section "9300 et. seq. of the Tustin - Municipal Code. 2. A copy of the Subdivision Ordinance of the City of Tustin may be obtained from the Community Development Department. The applicant or developer will find complete and detailed information required for the submission of a subdivision or parcel map within the Subdivision Ordinance* -17 IX. DESIGN REVIEW OF DEVELOPMENT PUNS A. Purpose The City Council finds that poor quality in the exterior design, development and maintenance of structures, landscaping and general appearance affects the desirability of the neighboring area and the community as a whole, and impairs the benefits of both potential and existing occupancy of other properties to the detriment of the public health, safety, content and general welfare. Quality evaluations are necessary to fully accomplish the purpose of regulations designed to control such matters, since such regulations cannot both allow reasonable la �itude for diversity and originality of design and still be specific enough to control all the aspects of the different uses that can adversely affect the community. B. Policy and Principles Implementation of the development preview processes relative to externa. design shall .be guided by the following principles: 1. Individual initiative shall be encouraged. Control shall be reduced to the minimum extent possible, while insuring that the goals stated in this Section are achieved to the fullest possible extent. 2. Good architectural character is based upon the suitability of a structure for its purposes, upon the appropriate *use of sound materials and upon the principles of harmony and proportion in the elements of the structure. 3. Good architectural character is not, in itself, more costly than poor t architectural character and- is not dependent upon the particular style of architecture selected. 4. When considering signs, particular attention shall be given to incorporating the design, including colors, of the sign into the overall design of the entire development, so as to achieve homogeneous development. 5. Buildings to be relocated must be previewed as to their compatibility with neighboring structures and with existing or proposed structures on the same site. C. Responsibilities The community Development Department's task is to accomplish the objectives i as set forth by the City Council. The Community Development Department has the following responsibilities: 1. ToP rovide for the review of building design, site planning and site development, in coordination with the other concerned City departments, in order to protect the increasing value, standards and importance of land and development in the City due to the urbanization of Orange County. 2. To retain and strengthen the unity and order of the visual community. 3. To insure that new uses and structures enhance their sites and are harmouniou s with the highest standards of improvements in the surrounding area and total community. D. Scope of Jurisdiction Prior to the issuance of any building permit, including new structures or major exterior alteration or enlargement of existing structures, building to be relocated, and signs to be constructed or modified, the Community Development Director shall approve the Site Plan, Elevations and Landscaping for such development. E. Conditions of Approval The Community Develoment Director shall approve the submitted plans if he finds that the location, size, architectural features and general appearance of the proposed development will not impair the orderly and harmonious development of the area, the present or future development therein, the occupancy thereof, or the community as a whole. In making such findings, the Director shall consider the following items: -19- 1. Height, bulk and area of buildings 2. Setbacks and site planning 3. Exterior materials and colors 4. Type and pitch of roofs 5. Size and spacing of windows, doors and other openings. 6. Towers chimneys, roof structures, flagpoles, radio and television antannae. 7. Landscaping, g . ndsca in parking area design and traffic circulation. 8. Location, height and standards of exterior illumination. 9. Location and standards of utility installations. 10. Location and appearance of equipment located outside of an enclosed structure. 11. Location and method of refuse storage. • 12. Physical relationship of proposed structures to existing structures in the neighborhood. 13. Appearance and design relationship of proposed structures to existing structures and possible future structures in the nieghborhood and public s thoroughfares* 14. Proposed signing. 15. Development Guidelines and criteria as adopted by the City Council. F. Procedures and Time Limits 1. The Community Development Department shall review all applications. for usep ermit, variance and other proceedings subject to public hearing before the Planning Agency, ency, and shall render to the Planning Agency a report of its review, observations and recommendation prior to the date of such public hearing. 2. Pertinent information shall be furnished to the Community Development Department to enable review and evaluation of proposed developments. -20- 3 . The decision of the Cou mun ity Development Director in matters of original jurisdiction- and those referred to him by the Planning Agency or City Council shall be final, unless appealed in writing as herein provided. 4. Development shall commence within a period of eighteen months, otherwise, a new evaluation and review shall be required prior to any development. (Ord. No. 587, Sec.2) G. Appeals Appeal of any decision of the Community Development Director may be made by any person to the Planning Agency pursuant to the following procedures: 1. Within seven (7) days of any decision an appeal may be filed in writing with the Community Development Department stating the reason for said appeal, accompanied by a fee of $50.00, provided, however, that any appeal filed pursuant to this Section by the City Council or any member thereof shall not be subject to the requirement of payment of any fee. 2. The Planning Agency shall schedule a hearing of said appeal at a meeting to be held within thirty (30) days of the filing of such appeal or at such other times as may be determined by the Planning Agency from time to time. 3. The decision of the Planning Agency shall be final unless an appeal is filed with the City Council within fifteen (15) calendar days of the date of the action taken by the Planning Agency. Appeals to the City Council shall be filed under the same procedures as other appeals on the Zoning Ordinance. (Ord. No. 656, Sec. 2) 21_ X. SITE PLAN REVIEW PROCESS The following process for site development plan review and approval is for the purpose of insuring compliance with all City and State laws and to provide applicants with assurance that they are able to proceed in a timely manner. A. Pre -application Conference Applicants are encouraged to schedule an appointment with the Community Development Department prior to the preparation of site plans. Engineering, land use, building and safety requirements can be discussed and copies of development standards can be furnished. Any special permits, public hearing or other legal requirements and procedures can be discussed at this time. This process will help save the applicant time and expense in the preparation of plans and avoid the necessity of costly revisions. B. Time -Frame Normally, depending upon the workload of involved departments, preliminary site plans will be reviewed within a ten (10) day timeframe. C. Required Plans Six (6) sets of site plans shall be submitted to the Community Development Department containing the following information: 1. North Arrow 2. Title Block: a. Scale of map b. Name and address of applicant AO C. Date of preparation 3. All boundary lines on the subject property fully dimensioned and tied in with the centerline of adjacent or nearby public streets. 4. The name, location and width of any adjacent public or private streets. Widths should include any required street widening. vo -22- 5. The name, location and width of any water courses, structures, irrigation ditches, and any other permanent physical features of the land. 6. The width and location of all existing or proposed public or private easements. S 7. All proposed improvements and their distance from the boundaries of the proper dimensions. 8. All parking spaces and aisles drawn and dimensions with the flow of traffic noted by arrows, and calculation of required number of parking spaces. 90 The location and width of all vehicular and pedestrian access openings into and out of the property. lo. All proposed walls and fences, including height and material, and all proposed exterior lighting structures. 11. All proposed landscaping in as much detail as possible. 12. The Zoning and existing land use of the subject property and properties contiguous to its boundaries. 13. Location of nearest wall and structures on adjacent properties, the use therein, and adjoining driveways. 14. A brief description of the intended use of the property, hours of operation, number of employees, and other general characteristics that would apply to the proposed development. 15. Show all existing fire hydrants and main sizes. 16. Show building size, type construction, and building elevation. 17. Show all existing street lights, utility poles, trees and signs within the public right -of --way adjacent to the site. D. Staf f ' Review Subject plans will be circulated for staff review and a written report will be furnished the applicant, indicating required corrections and staff comments. -23- XI. DEVELOPMENT STANDARDS - (Landscaping and Parking Accommodations) A. Pu rpo s e 1. To establish guidelines by which the Community Development Department may g 'ud e development applications for multiple -family residential, pro- fessional, commercial, and industrial sites within the City of Tustin; and 2. To aid the property owner and/or developer by establishing policies and procedures for on-site landscaping and parking area requirements for such developments. B. Pol icy Landscaping, in accordance with good planning principles, is required by City g re ulations to conceal, screen, buffer, absorb, separate, and to beautify; and, in the landscaping process, develop an attractive outdoor environment. ,r In the way of illustration, landscaping may prove instrumental in accomplishing: 1. The blending of the building and ground together in such a way as to enlarge the usefulness and pleasure of property, improve the appearance, complement the architecture of nearby buildings, and increase the lasting value of the property as well as the property of the neighborhood; 2. The reduction of the apparent size of bulk areas, such as a parking lot The expanse of an area may be diversified with such visual varieties as plantings, walls, fences and fountains; or, it may be broken into sections by changing levels; 3. An effective separator and noise buffer strip between professional, commercial, industrial, and residential uses; 4. Concealment in a pleasing manner, rather than to set everything out in full view; 5. Subtle screening in order to conceal commercial and industrial operational and service areas; -24- 6. Skillful highlights and/or to change the mood and character of main centers of interest on a building site. C. Site Development Standards 1. Setback areas. All front and side setback areas shall be fully land- scaped with plant materials with the exception of driveways and where the landscape design incorporates certain architectural features such as walks, sculpturing, ponds, decorative walls, etc. A perimeter land- scaped area shall be provided to screen all parking areas from street view in accordance with an approved street-scape plan. In addition to the specified street trees of not less than 15 gallon size, a minimum 24" box size tree shall be planted in the setback area for each 1,000 square feet of open area. 2. Perimeter landscaping. Except where landscaping is included in the side or rear yard parking areas, landscaping shall be provided on interior perimeter property lines to consist of not less than 15 -gallon size trees at a ratio of one tree for each 30 linear feet. 3., Interior landscaping. Interior planting areas shall be provided to include not less than a 5' landscape area adjacent to structures and with plantings of not less than one 15 -gallon tree for each 20 linear feet of building, exclusive of fron and side yard setback areas. 4. Irrigation. All landscape areas, including street trees, shall be provided with a permanent irrigation system, as approved by the Community Development Department. D. Off -Street Parking Standards 1. Parking areas shall consist of off-street parking spaces, each space being a rectangular area 9 feet by 20 feet, together with drives, aisles, -25- turning and maneuvering areas having unrestricted access to a public street or alley. A 2Y front overhang area over low level landscaping shall be permitted. 2. where off-street parking facilities are provided but not required, such facilities shall comply with the development standards of this Section. 3. Compact Car Accommodations a. Parking accommodations for compact cars may be provided in addition to and not in lieu of the parking requirements as specified in the Municipal Code, with such designated spaces being not less than 71-2-1 x 19' . b. When due to an unusual configuration of the lot or structure, accom- modation for compact cars may be made upon approval of the Community Development Director, subject to the following criteria: 1. Not more than 20% of the required parking spaces of the site shall be designated for compact cars. 2. One and one-half W-2) compact car spaces shall be provided for each required regular parking space. 3. Parking spaces must be signed for compact car use only and the applicant shall furnish evidence of means of enforcement by assignment of spaces or applicability of the Uniform Traffic Ordinance. .4. Handicapped Spaces a. Parking spaces for the physically handicapped shall be provided at a ratio of not less than one space per building frontage or 100 parking spaces, whichever is lessor. b. Handicapped spaces shall be a minimum of twelve (12) feet in width and twenty (20) feet in depth. -26- c. Handicapped spaces shall be clearly marked with appropriate signs and emblems and shall be located sous to provide convenient access to the main walkway, where feasible. E. Parking Lot Design 1. whenever access to a parking area is from any public street, parking spaces, driveways and maneuvering areas shall be designed so that vehicles shall enter the street in a forward direction. 2. All required off-street parking spaces shall be designed, located, con- structed, and maintained so as to be fully and independently usable and accessible at all times. 3. Grading, drainage and paving of parking areas, driveways and private streets shall be designed by a soils engineer or civil engineer based upon the types of soil present at -h e site and the type of wheel loading that it may support. Said engineered design shall be a minimum of 3" of asphatic concrete over 6" of aggregate base. 4. Wheel stops shall be of continuous curbing. 5. Parking lot lighting shall be arranged so that direct rays do not shine on adjacent property. Lighting fixtures and intensity of lighting shall be subject to the review and approval of the Community Development Director. 6. Trash enclosures shall be located so as to provide trash vehicle access and maneuvering area. 7. off-street parking areas shall be arranged so that a vehicle within the parking area will not have to enter a street to move from one location to any other location within that parking area. 8. Perimeter masonry walls, 6'8" in height shall be constructed when a parking lot adjoins a residential use. _27_ d 9. open parking spaces shall be screened with a solid wall of not less than 3 feet nor more than 31� feet in height, or with a landscaped mound of equal height whenever such parking is adjacent to a street right-of-way. .gt 10. Parking lot plans shall incorporate the following: a. Dimensions for internal spacing, circulation, and landscaped areas. b. Curbing, stall markings, signing, and other vehicular control measures. C. Location of lighting fixtures. d. Location of trash enclosures. e. Location of fire hydrants. f. Location of landscaped areas. g. Materials and design or peremeter walls. 11. Parking areas shall be designed in accordance with the standards illustrated by Exhibit 51 , 52 , and 53. ,. Landscaping Requirements 1. Each off-street parking area shall provide an area or areas landscaped equivalent to 20 square feet for each parking space. Such landscaping shall be provided along the periphery of the parking area and shall consist of trees and plant material; provided, however, that such land- scaped area shall include at least one minimum 15 -gallon tree for each 3 parking spaces. In addition, one minimum 15 -gallon tree shall be provided in the interior portions of the parking area for each 1500 square feet of parking area. Required landscaped yard or setback areas shall not be con- strued as satisfying any portion of the landscaped area required by this section. 2. Any unused space resulting from the design of the parking area shall be used for landscape purposes. 3. All required landscaped areas shall be provided with a permanent and adequate means of irrigation and shall be adequately maintained. -28- 4. Landscaping adjacent to drive entrance or aisle ends shall not exceed 30" in height, to preclude restricting visibility. 5. Landscape and irrigationplans , including -the type and location of plant materials to be used, shall be subject to the approval of the Community Development Director. 6. Raised center islands may be designed with alternatives of paved concrete, tree wells, and landscaped areas. 7. Peremeter parking lot trees shall be planted in planters of a sufficient width to provide 2� feet minimum clearance for vehicle overhang. -29- EXHIBIT 1 "=2o' �p°- S�N6LC D��l� AISLE —30— Design Notes 1. Stall dimensions: 9' x 17Y plus 2�' front overhang area. 2. Drive aisles: 27' 3. End Stall width: 12' 4. Inside curbs: 62' 5. Back-up area: 3' 6. Turning Area: 12' and striped 7. Curb and Wheel stop: 6" i 10. Driveway apron: 30' to 35' 11. First parking stall setback from front property line: 10' 12. Walkway: 2' 13. Ramp: 3' (may include walkway width when adjacent to handicapped space) 14. Handicapped space: 12' x 17�' with identification I 15. Peremeter Wall: 6'8" when adjacent to residential property 16. Landscaped area: 5' minimum 17. Trash Enclosure: 18. Fire Hydrants: as required 19. Lighting Standards: as required .EXHIBIT 2 SAMPLE FA��46--Kpoi "'-3o 5 qo°- C7oVS1-� p�IvE kISL,5.. -31- Design Notes 1. Stall size: 9' x 171�' plus `. 21i' front overhang area. ' 2. Drive aisle: 27' 3. Walk openings (optional): 3' 4. Inside curbs: 62' 5. Interior circulation: 25' 6. Row length (until separated by r landscaped island or walkway) : 180' i 7. Island width: 6' 8. Curb and Wheel Stop: 6" i 9. Curb radius: 3' 10. Drivewa anion: 30' t0 35' 11, Front setback (1st parking space from property line abutting street or alley): 10' 12. Walkway (adjacent to end stalls: 2' 13. Ram (i�ay be included adjoining handicapped space) : 3' i 14. Handicappe d Space (with identifi.- cation) : 12' x 17�' t # 15. Peremeter Wall (when adjacent to ` residential property): 6'8" 16. Trash Enclosure F 17. Landscaped area: 5' 18. Fire Hydrants: as required 19. Light Standards: as required 3 EXHIBIT 3 5AM ff-,E rARK'1KjG;P jai -32- Design Notes 1. Stall size: 9' x 20' plus 2�' front overhang area. 2. Drive aisle width: one way - 20' Two way - 27' `t 3. Walk openings (optional) : 3' k 4. Inside curb dimension: one way - 60' ; Two way - 67' 5. Interior Circulation: one way - 14' l Two way - 25' 6. Island or row length: 180' 7. Island width: 6' 8. Curb and Wheel stop: 6" high, 5' from peremeter. 9. Curb radius: 3' 10. Driveway apron: One way - 30' Two way - 35' r 11. Front setback (1st parking space from property line abutting street or alley): 10' 12. Walkways: 2' 13. Rarp (May be included adjoining handicapped space): 3' i 14. Handicapped Space (with identi- � fication): 12' x 20' k 4 15. Peremeter wall (when adjacent to residential property) 16. Trash Enclosure: - i r 17. Landscaped area: 5' 18. Fire 11ydrants: as required 19. Lighting Standards: as required r i *Inside curb dimensions reduced 21 for 450 parking and 3' for 300 parking. E XII. SERVICE STATION DEVELOPMENT GUIDELINES .A. Policy The City Council of the City of Tustin recognizes the vehicle service station as an essential service to the public. The location and design of service stations shall be such as to provide an aesthetic amenity, free from hazards and urban blight, in addition to being a service to the public.. A Use Permit shall therefore be required for any Service Station, Self -Serve Station, Drive-thru Convenience outlet, or related facilities and operations, to assure compatability with the surrounding area. B. Definition 1. Service Station shall mean an attended occupancy which primarily provides for the sale of motor fuels, but also supplies the servicing and operations i ncidential to motor vehicles rated ate one and one --half (1�) tons or less. These incidental services include the retail sale of petroleum products and automotive accessories; automobile washing (by hand) ; waxing and polishing of automobiles; the sale and repair of tires (excluding recapping) ; battery service; cleaning and flushing of radiators (excluding steam cleaning and repair) ; and the installation of accessory components. Also, the following operations are permitted if conducted within a building: lubrication of motor vehicles (1� tons or less) ; brake service limited to servicing and replacement of brake cylinders and brake shoes; wheel balancing; and the testing, adjustment, and replacement of carburetors, coils, condensers, dis- tributor caps, fan belts, filters, geneerators, points, rotors, spark plugs, voltage -regulators, water hoses and wiring. The performance of minor emergency repairs is allows for vehicles of one and one --half (1-1�) tons or less. 2. Self -Serve Station shall mean an occupancy which primarily provides for XSsz the self -dispensing of motor fuels, and may also include automatic _33_ car washing, but excludes the servicing and repair or maintenance of vehicles. 3. Drive--thru Convenience Outlet shall mean an occupancy which primarily provides for the sale of food items with the incidental sale of motor fuels. C. Operational Conditions 1. The operation and display of merchandise shall be within an approved structure, except those directly required for the dispensing of gasoline, oil, and water and air. 2. The storage of permanently disabled, junk':or wrecked automobiles shall not be permitted. Further, no used or discarded automotive parts or equipment may be located outside of the building except within the. designated trash storage area. 3. Storage or parking of buses and trucks or similar vehicles is pro- hibited, except tow trucks, pick-up trucks, and small vans incidental to the service station use. The storage of rental trailers is permitted, provided said trailers are adequately screened from view, and said storage or rental trailers is specifically covered in the Use Permit. 4. Parking and advertising of vehicles for sale or lease is prohibited. D. Development Criteria 1. New developments and substantially modified existing sites shall be designed so as to provide interior traffic circulation and non-interference with through traffic on a public street, a suggested design is illustrated by Exhibit XII -A. 2. Parking accomodations shall be provided as follows: a. Service Station -- 6 sDac es b. Self -Serve Station - (gasoline and oil only) 3 spaces C. Self -Service Station - (automatic car wash) 6 spaces plus 2 spaces for each wash bay in addition to one. 34.- d. Drive-thru Convenience Outlet - spaces plus 1 space for each 200 sq. ft. of building area on the site. 3. Accessory buildings for the storage of accessory goods to be sold at retail on the site, such as tires, tubes, waxes, lubricants, etc., shall be architecturally harmonious with the design of the main structure and shall require specific Use Permit approval. 4. Trash storage areas shall be an enclosed masonry structure, minimum six (6) foot by eight (8) foot. 5. Lights for illuminating the site or advertise the facility shall be located in such a manner so as to contain all direct rays upon the subject property. Fixtures and intensity shall require the approval of the Community Development Director. 6. Signing shall be in accordance with the City of Tustin Sign Code (Ord. No. 684) . 7. Maximum Allowable Height - thirty-five (35) feet. 8. Minimum Building Site - ten thousand (10,000) square feet. 9. Maximum Lot Coverage - (Buildings and Structures) Fifty (50) percent. 10. Minimum Lot Width at Property Line: Corner Lot: One hundred (100) feet Interior Lot: One hundred (100) feet R 11. Yards and Setbacks: Front Side Rear Frontage on Major Highway (120' ROW) 75' 75' 75' (Measured from centerline) Frontage on Primary Highway (100' ROW) 65' 65' 65' (Measured from centerline) Frontage on Secondary Highway (80' ROW) 55' 55' 55' (Measured from centerline) All other sites and yards not abutting a Primary or Secondary Highway: Front Yard: Fifteen (15) feet, unless otherwise indicated on Zoning Map Side Yard: Unless otherwise indicated on Zoning Map: 12' Rear Yard: 12' E. Design Standards 1. Buildings and plot plans shall be designed and of such materials as to assure compatibility with existing or anticipated development in the neighborhood and the total community. 2. whenever feasible, service stations shall be designed so as to preclude open bays facing a public street. 3. Whenever feasible, service stations and self -serve stations shall be designed for the location of service pumps on the rear portion of the site with drive Entrances and exists located at the extremities of the lot lines. (See Exhibit XII -A) 4. In all instances, traffic flow and stacking room shall be provide. to preclude interference with internal parking and on and off-site traffic circulation. 5. Perimeter masonry walls, 6'8" in height, shall be provided on all interior lot lines abutting residential land uses. 6. Perimeter an interior landscaping shall be provided in accordance with the standards contained in Section XI of these Guidelines. '. Process and Procedures for Development Permit The process and procedures for the development, modification, or operation of a service station, self -serve station, or drive-thru convenience outlet shall be as required for a Use Permit, as contained in Section III of these Guidelines. -36- DRIVE APRON I S E T B AfAll C K LINE FXHIBiT 11"110, 11' STRE.ET TREES PER CITY MASTER PLAN ARTERIAL HIGHWAY II7. BUILDING DIVISION PROCEDURES AND REQUIRE=,TS A. Review and Approval by Planning 1. Prior to structural plan check and the issuance of building permits, the Planning Division shall review and approve preliminary plot plans, zoning conformance, elevations, landscaping, circulation, and sign plans for commercial, industrial, multi -family, and single-family subdivision developments. 2. Construction drawings submitted for plan check shall incorporate the design criteria and standards as approved by the Planning Division. B. Required Permits Permits from the Building Division are required for improvements involving any of the following type projects: 1. Grading (preliminary and compaction soil reports are required.) . 2. The construction, addition, modification and/or alteration of any building or structure. 3. Demolition of buildings and structures. 4. Building sewer. (Connection fee may be required by Sanitation District #7). 5. Plumbing 6. Electrical 7. Temporary power pole and wiring. 8. Mechanical (heating, ventilation, air -Conditioning, refrigeration) . 9. Yard sprinkler systems. 10. Fire sprinkler systems. 11. Signs 12. Masonry walls and fences. 13. Patio structures. 14. Swimming pools and saunas. 15. Required on-site construction when not concurrent with other permitted construction projects. C. Applicable Codes The following codes as adopted and/or amended by Council Ordinance, are applicable to developments within the City of Tustin: 1. 1976 Uniform Building Code and 1978 Supplement, ICBG (Ord. Nos. 755, 761, 762, 770) 2. 1976 Uniform Mechanical Code and 1978 Supplement, ICBO (Ord. Nos. 755, 770) 3. 1976 Uniform Plumbing Code, IAPGMO (Ord. Nos. 755, 761) 4. 1976 Uniform Solar Energy Code, IAP & MO (Ord. Nos. 755, 761) 5. 1978 National Electric Code, NFPA (Ord. Nos. 755, 761) 6. 1976 Dwelling Construction under the Uniform Building Code, ICBO (Ord. No. 755) 7. 1975 One and Two Family Dwelling Code and 1976 Supplement, ICBO (Ord. Nos. 755, 770) 8. 1976 Uniform Housing Code and 1978 Supplement, ICBO (Ord. Nos. 755, 770) 9. 1976 Uniform Code for the Abatement of Dangerous Buildings and 1978 Supplement, ICBO (Ord. Ivos. 755, 7 7 0) ' 10. 1976 Uniform Sign Code, ICBG (Ord. No. 770) 11. 1976 Uniform Swimming Pool Code, IAP & MO (Ord. No . 7 7 0 ) 12. 1976 Uniform Building Code Standards, ICBG (Ord. No. 770) 13. 1976 Uniform Fire Code and 1978 Supplement, Western Fire Chief's Assoc. (Ord. No. 770) 14. Security Ordinance (Ord. No. 762) 15. Energy Conservation, Standards for Non-residential Buildings (Title 24, Part 6, Division T-20,Ch2, Sub Ch 4 of the California Administrative Code) . -39- D. Building Plan Check Process 1. Pre -Check Consultation The Building official welcomes the opportunity to consult with architects, engineers, and developers in the early stages of a project and to assist them in preparing plans that require minimum correction and plan check time. 2. Preliminary Review Prior to completing construction drawings, three sets of preliminary site plans, floor plans, and elevation plans are to be submitted for staff review and comment. Compliance with staff comments, which may require additional submittals and review and approval by staff and other agencies, will expedite construction drawing plan check approval. 3. Time -frame Construction plans will be reviewed on a first -in, first -out basis. Depending upon the workload, plan check for projects can be completed within two (2) to six (6) weeks. The speed of plan checking will be dependent upon the completeness and correctness of the plans submitted. Complex plans and plans requiring extensive revisions and/or corrections will require a longer time period for approval. Plan checks for interior tenant improvements and minor home additions are scheduled with all projects as received. Minor work that can be plan checked at the counter, without detailed review, can be approved at the time of submission. 4. Required Plans Projects served by the Irvine Ranch Water District shall require an additional set of plans. This set will be stamped "approved" by the City of Tustin and shall be furnished the developer for his delivery and filing with the Irvine Ranch Water District. -40- a. Three (3) complete sets of the approved site plan. b. Three (3) complete sets of the development plans. c. Three (3) complete sets of sign plans. d. Three (3) complete sets of automatic sprinkler plans (when required) . e. one (1) copy of approved site plan. f . One (1) copy of approved floor plan (Fire Dept. records)* g. The designer or contractor shall submit two (2) copies of plans, z specifications, calculations, reports and other -documentation to show that the proposed building complies with energy conservation standards for non-residential buildings. Compliance documentation must be prepared and signed by an architect, professional engineer or contractor, licensed or registered in California under the California Business and Professions Code. 5. Staff Review and Processing a. Plans submitted to the Community Development Department will require payment of Plan Check Fees. b. Plans will be reviewed by various City staff from Engineering, Building, Planning, Fire and Police to assure compliance with all City and State laws. C. After each department reviews, comments or makes corrections, a letter will be given to the applicant so that revisions can be made. The revised plans must then be resubmitted for each department to check and record, so that all revisions can be found to be made. d. After all revisions have been made and rechecked by each department, they will "sign off" the plans indicating to the Community Develop- ment Director that each department's concerns have been satisfied. -41- e. The Building Division cannot issue any permits until all City depart- ments and approving agencies have acknowledged that their require- ments have been met. 6. Certificate of Insurance Compliance Prior to the issuance of a building permit, the applicant shall execute a "Contractor's Certificate of Compliance" (Form B-3). 7. Fees See Appendix A - for permit fee schedule. 8. State Contractor's License Law Requirements a. The following are excerpts from the State Contractor's License Law which spell out the responsibility of an owner -building when hiring or contracting for labor and materials. ARTICLE 3 EXEMPTIONS "7026. The term contractor for the purpose of this chapter is synonymous with the term "Builder" and, within the meaning of this chapter, a contractor is any person who undertakes to or offers to undertake to, or purports to have the capacity to undertake to, or submits a bid to, or does himse.1f, , or by or through others, construct, alter, repair, add to, subtract from, improve, move, wreck or demolish any building, highway, road, parking facility, railroad, excavation or other structure, project, det.Telopment or improvement, or to do any part thereof, including the erection of scaffolding or other structures or works in connection therewith. The term contractor includes subcontractor and specialty contractor." "7031.5. Each county or city which requires the issuance of a permit as a condition precedent to the construction, alteration, improvement, demolition or repair of any building or structure shall also require -42- that each applicant for such a permit file as a condition to the issuance of a permit a statement which he has prepared and signed stating that the applicant is licensed under the provisions of this chapter, giving the number of the license and stating that it is in full force and effect, or if the applicant is exempt from the pro- visions of this chapter, the basis for the alleged exemption. " ` 7044. This chapter does not apply to an owner of property, building or improving structures thereon, or appurtenances thereto, who does such work himself or through his ovm employees with wages as their sole compensation; provided that such structure, or structures, with or without the appurtenances thereto is not intended or offered for sale. "7114. Aiding or abetting an unlicensed person to evade the pro- visions of this chapter or knowingly combing or conspiring with an unlicensed person, or acting as agent or partner or associate, or otherwise, of an unlicensed person with the intent to evade the pro -- visions of this chapter constitutes a cause for disciplinary action. 7118. Knowingly entering into a contract with a contractor while such contractor is not licensed as provided in this chapter con- stitutes a cuase for disciplinary action." b. Federal, State and City laws require you must adhere to the following when you build a house (or other structure) yourself, and in the course of such construction employ persons outside of your immediately family. 1. You must register with the Federal and State Governments as an employer when required to do so by the respective laws of those jurisdictions. 2. You must withhold income taxes on every employee working on the project when required by law. 3. You must withhold and report to the proper authorities social security and unemployment benefits on every employee when required by law. 4. You must carry Workmen's Compensation Insurance on every employee when required by the California Labor Code. 5. A separate and additional City permit must be obtained for electrical, plumbing, and heating, and masonry work as required by City Ordinance. In the interest of the safety and general welfare of Citizens of the City, a permit for electrical work will not be issued until the Building Official is reasonably satisfied the applicant or his employees or subcontractors have the requisite skill and knowledge to properly perform the electrical work. 6. You must furnish list of all subcontractors to Building Depart- ment before issuance of building permit. 7. You cannot legally subcontract any portion of the work to any person who is not licensed by the State of California and/or the City of Tustin. 8. You cannot legally construct buildings or other structures which are intended for sale, unless you have a contractor's.license. 9. Be sure to check with the Building Division and State Contractor's License Board to avoid difficulties during construction. 10. You must be fully informed of all applicable Federal and State Laws and all applicable county and municipal ordinances and regulations which, in any manner, affect those engaged or employed in the work, or the materials used in the work, or which -44- in any way affect the conduct of the work, and of all such orders and decrees of bodies or tribunals having any jurisdiction or authority over the same. You shall at all times observe and comply with all existing laws, ordinances, regulations, orders and decrees of bodies or tribunals having any jurisdiction or authority over your construction. c. Caution - Certain provisions of the law relating to employer employee relations may result in additional expenses and liability to owner -builders. 1. An owner -builder who employes persons to work on his property may be held liable for injuries to such employees during the course of the work. 2. An owner -builder may be held liable for injuries to other persons caused by his employees during the -course of the work. 3. An owner -builder, who employs anyone to work on his property, whether he receives wages, salary, fees, gratuities, or no compensation, may be held liable for injuries to such persons during the course of the work. d. Owner -Builders shall be*required to sign a statement of acknowledge- ment and compliance (Form B-4) as a condition of receiving a building permit. 9. Building Inspections and Certificate of Occupancy Throughout the construction phase of any development, periodic inspections by the Engineering, Building and Fire Departments will be required. No work shall be covered or enclosed until it is inspected by a Building Inspector. A final inspection will be required by the City of Tustin prior to the issuance of a Certificate of Occupancy. Failure to obtain a Certificate of Occupancy is a violation of the law and does endanger Aq the applicant's insurance status. Utility meter service may be provided by a utility company concurrent with the Building official's signature on the Certificate of occupancy. E. Underground Utilities (Ord. NO. 455) 1. whenever any property in any zone is devleoped with new or relocated buildings or structures, or whenever enclosed floor area in excess of 200 square feet is added to an existing building site in any zone except zones permitted for single family residential use, or whenever a new electrical service is installed in an existing building, in any zone except zones permitted for single family residential use, or whenever a residential building or use is converted to any purpose of use other than that which existed at the time of conversion, all electrical, telephone, community antenna television and similar service wires or cables, which provide direct service to the property being developed, shall, within the exterior boundary lines of such property, be installed underground. 2. For the purpose of this section, appurtenances and associated equipment such as, but not limited to, surface mounted transformers, pedestal mounted terminal boxes and meter cabinets, may be placed above ground. 3. The developer or owner is responsible for complying with the requirements of this section, and shall provide all necessary facilities on their premises so as to receive such services from the supplying utility or utilities subject to the applicable rules, regulations and tariffs of the respective utility or utilities on file with the California Public Utilities Commission. 4. where practical difficulties or unnecessary hardships inconsistent with the purposes of this Chapter result from its literal inter- pretation or enforcement, the Planning Agency may waive, modify, or -46- delay the application of any undergrounding requirement upon written request by a building site owner. Such request shall be filed with the Planning Agency and shall contain any and all facts- which are offered in support. 5. If the Planning Agency's action is to delay the installation of required- underground equiredunderground utilities, it may require the building site owner to file with the City, a cash deposit, and/or record a covenant sufficient to provide for the future installation of the underground features which are to be delayed. The amount of the cash deposit shall be determined by the Building Official. -47- CONTRACTORS CERTIFICATE OF COMPLIANCE 1.. "I hereby certify that I am duly licensed as a Contractor under the State of California Business and Professions Code to perform the work for which this application is made and that such license (s) are in full force and effect, or I am exempt from the provisions of said code for this work." 2. "I agree to comply with all ordinances and resolutions of the City of Tustin, the Uniform Building Code and all other codes of the City of Tustin, and all specifica- tions, rules, regulations and requirements of the City of Tustin and hereby agree to assume, defend and hold the City of Tustin harmless from any and all claims, suits, expense, loss, damage and attorneys' fees arising from or out of any failure of mine and/or my agents, employees and/or servants to fully comply with all of the foregoing, and/or any willful misconduct of mine and/or any of my agents, employees and/or servants, and/or any failure of mine, my agents, employees and/or servants. I shall assure each subcontractor prior to commencing on-site work complies with paragraph 3." 3. "I further certify that a valid Workmen's Compensation Insurance Certificate is on file with the City of Tustin, except as othen•lise exempted, in a form approved of by the Insurance Commissioner of the State of California consisting of one of the following; a. A Certificate of Consent to self -insure issued by the Director of Industrial Relations; or b. A Certificate of Workmen's Compensation Insurance issued by an insurer authorized to do business in the State of California; or C,, An exact copy or duplicate, of one of the foregoing Certificates, certified by the Director of Industrial Relations or the insurer; and that the policy of insurance will not be cancelled until after thirty days written notice to the City of Tustin." 4. "I will insure that each subcontractor complies with Paragraph 3 prior to commencing. any work on the project." "I have read this application and the facts stated herein are true and correct." F I declare under penalty of perjury that the foregoing is true and correct." "Executed at Tustin, California, this day of , 19. ." Building Permit iso. City Center Centennial at Main FOW4 B-3 (Signature of Permittee) Tustin, California 92660 (714) 544-8890 _� 8_ OWNER'S STATEMENT I , THE UNDERSIGNED, HAVE READ ALL OF THE FOREGOING AND DO HEREBY- REPRESENT, AFFIRM AND AGREE THAT IF PERMIT IS GRANTED I WILL FULFILL AND ABIDE BY ALL OF THE ABOVE REQUIREMENTS AND WILL VIOLATE NO PROVISIONS OF LAW. DATED: PERMIT NO. ADDRESS: (SIGNATURE) "I certify that in the performance of the work ,for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workmen's Compensation Laws of California. I further certify that I will not have any sub -contractors on this job without first having a Certificate of Insurance of Workmen's Compensation for each sub -contractor on file with the City of Tustin. This certificate shall shod a current expiration date and I will provide that the insurer will give the City at least ten (10) days advance notice prior to cancellation of the policy." Building Permit Signature of Owner -Builder Date (FORM B-4) -49- XIV. ENGINEERING DEPARTMENT REQUIREMENTS A. Policy for Public Improvements (Reference: Resolution No. 920) It is the policy of the City Council of the City of Tustin that since alleyways, sidewalks, and certain streets and storm drains, or portions thereof, serve primarily the abutting property, allel-s and sidewalks will be improved as a benefit of and a cost to the abutting property and without obligation to the general public of the City, including land acquisition, severance damages, paving, drainage, retaining walls, and other necessary appurtenances. Costs of other improvements will be allocated on a basis of benefit ratio between the City and abutting private property owners. This policy does not alleviate the responsibilities de=fined in any ordinance of the City of Tustin. B. Def initions 1. Abutting Property - The property, excluding public right-of-way, which is adjacent and contiguous to a stre-et, drain, sidewalk, parkway, or alleyway. 2. Alleys - A dedicated right-of-way which affords a means of vehicular access to the side or rear of property abutting on a street, with a desirable minimum width of 24 fee7't. 3. Parkway - The total area between the abutting property line and the curb line. 4. Sidewalk -- The improved portion o= a parkway area between the property line and curb line adjacent to a street, constructed of concrete with a minimum width of 4 feet. 5. Driveways - A curb opening which provides vehicular access to abutting properties, and constructed of concrete. 6. Curb and Gutter - The vertical and horizontal concrete divider between the parkway and edge of street paving, designed to separate both, and to carry street surface water. 7. Traffic Control Devices - Traffic safety devices which include signals, lighting, traffic warning and regulatory signs, and striping. 8. Drainage Facilities - Drainage facilities include concrete cross -gutters, catch basins, underground drains and related appurtenances. 9.. Lighting - Artificial illumination along public right-of-ways for the general protection of persons, property, and for the safety of vehicles using the street surface . 10. Local Street - A street designed to serve principally the abutting properties and which provides for local traffic movement with direct property access. Two types of local streets are: a. Local Through Street - A street open at each end, with a minimum right-of-way width of 60 f eet , 40 feet of paving including gutter , and a minimum of 4 foot sidewalk each side. b. Cul-de-sac Street - A street closed at one end with turn around provisions. Minimum street right-of-way of 56 feet, 36 feet of paving including gutter, and a minimum of 4 foot sidewalk each side, will be provided. The closed end of the street shall have turn around provisions for a minimum of 38 foot curb line radius, 48 foot property line radius, and a minimum 4 foot sidewalk. 11. Arterial Highway System - An arterial in.tercommunity street system, correlated with the Orange County 1.1aster Plan of Arterial Highways, designed to carry large volumes of through vehicle traffic. These streets are included in the City of Tustin Arterial Highway Map. The following street types are designated: a. Major Arterial Highway - A major traffic arterial with 120 feet of right-of-way. The design shall be 102 feet curb to curb with 9 foot parkways. -51- b. Primary Arterial Highway - A primary traffic arterial with 100 feet of right-of-way. The design shall be 84 feet curb to curb with 8 foot parkways. C. Secondary Arterial Highway - A secondary traffic arterial with 80 feet of right-of-way. The design shall be 64 feet curb to curb with 8 foot parkways. d. Bike Paths - An 8 foot paved section within a 14 foot graded area. 12. Street Dimension Standards - All street dimensions are calculated on the basis of the following: Travel lanes - 12 foot Parking lanes - 8 foot minimum Top of curb width - 6 inch minimum Parkways (Major) - 9 foot minimum Parkways (Primary) - 8 foot minimum Parkways (Local) - 10 foot Sidewalks (Arterials) - 8 foot Sidewalks (Local) - 4 foot minimum C. Procedure Responsibility for general street improvements within the City of Tustin will be provided as outlined below: 1. New Construction a. Alleys - will be improved at no cost to the City and may be improved by joint cooperation of the abutting property owners, after obtaining a permit from the City, or by normal assessment district procedure, initiated by a majority petition of property owners in the area. However, the City may require an alley improve- ment to be made, without a petition, as authorized in the Streets -52- and Highways Code, Section 5101, when the City Council determines that such improvement is necessary for the public interest of con- venience. b. Sidewalks and Driveways - At no cost to the City, sidewalks and driveways may be improved by the abutting property owner, after obtaining a permit from the City, or may be accomplished under an assessment district. The City Council may initiate sidewalk and driveway improvements, as cited above for alleys, or may require the improvement of sidewalks and driveways under Section 5870-5895, Streets and Highways Code, where 50% of the frontage of the block or greater has been previously improved. C. Local Streets - All necessary right-of-way, lighting, sidewalks, driveways, curbs and gutters, pavement, and traffic control devices will be the expense of the abutting properties. 2. Reconstruction a. Alleys - Reconstruction of public alleys previously improved to City standards will be accomplished at City expense as necessary for a period not to exceed 25 years from the date of last improve- ment by private property owners. However, if damage is the direct result of the abutting property owner, then reconstruction will be the abutting property owner responsibility. After 25 years, the alley improvement again becomes a responsibility of the abutting property regardless of the cause of deterioration or damage. b. Sidewalks and Driveways - It is the responsibility of abutting properties to keep sidewalks and driveways in repair. After obtaining a City permit, property owners may repair or cause to be repaired, all sidewalks and driveways. If, upon notification by the City, the owner fails to repair damaged sidewalk, the City will repair such -53- pedestrian right-of-way at property owner's expense as provided under Section 5610-5630, Streets and Highways Code. Where sidewalks have been damaged by City street trees, sidewalk improvements will be made at City expense. C. Streets - The City will provide perpetual responsibility for all streets which were initially improved to City standards as may be necessary, except alleys and sidewalks. 3. Maintenance The City will provide maintenance of all alleys and general street improvements until reconstruction becomes necessary. Repairing, sweeping, and cleaning of sidewalks and driveways is the responsibility of the abutting property owners. 4. Landscaping The installation of center divider landscaping on local streets is the responsibility of the developer. On Arterial Highways, the City will install center divider landscaping. Except as otherwise provided, it shall be the duty and responsibility of every person to water and otherwise maintain in proper and slightly manner, any and all trees and shrubbery located in the dedicated right- of-way, street, highway, alley or sidewalks located in front of or side of property owned by said persons. 5. Drainage The City has prepared a perliminary Storm Drain Master Plan showing major drainage facilities for a portion of the Tustin area. The facilities shown on said Master Plan will be constructed by the City and/or other public agencies within those areas where the adjacent properties are developed. The City may participate in the construction -54- of the facilities shown on said Master Plan in areas of new development. All other required drainage facilities will be :constructed by developers. D. Traffic Circulation The City Engineer shall review circulation plans for private developments to assure against conflicting and hazardous. traffic patterns. E. Irrigation Lines Private developers shall assure the removal of abandoned irrigation lines. F. Street Trees Whenever any person shall apply for a building permit for the construction, reconstruction, remodeling or addition of any structure, with a cost of construction, reconstruction, remodeling or addition exceeding fifty percent (50%) of the then assessed value of the then existing improvements upon the property, said plans of improvement shall shown and provide for planting of trees in accordance with the City's Master Tree Plan to be planted in accordance with standard specifications established by the City. 1. Trees of the types set forth in the City's list of Approved trees shall be provided for by the developer in accordance with the Master Tree Plan and City planting requirements. 2. At the time of issuance of a construction permit for public works improvements, the developer shall pay to the City the cost of purchasing and planting said trees, together with the cost of maintenance of said trees for a period of one year. A fee s chedule shall be determined by the City and adopted by resolution of the City Council for the customary size and species of trees planted, although a greater price may be negotiated for the planting of larger or more expensive species. 3. City shall be responsible for the installation and maintenance of parkway trees in the manner and type specified, with the planting to be accomplished when nursery stock and manpower are available. -55- See Appendix "F" for Street Tree Policy and List of Authorized Trees. G. Street Improvement Plans Plans for improvement of public right-of-way shall be submitted to the City Engineer in compliance with the standards as contained in Appendix "C". H. Underground Wiring Whenever practical, reasonable, compatible, or of benefit to the community at the discretion of the City Council, it is the policy of the City Council that all utility lines, and related appurtenances where possible, will be placed underground in each new subdivision. -56- XV . PARKS AND RECREATION DEPARTMENT GUIDELINES AND REQUIREMENTS A. General Statement The City of Tustin has an opportunity and a challenge to preserve and enhance the beauty, unique characteristic, and environment of a choice area; provide a balance of open space, parks (natural and developed), and recreational facilities; and meet various special interest and community needs. With proper planning, community involvement and awareness, plus responsible leadership, much can be accomplished within the financial limitation of the City. B. Purpose of Guidelines (Standards) The establishment of basic guidelines or standards for planning and development of parks and recreation facilities will greatly aid in evaluating and deter- mining the direction needed by the City to provide the desired level of "leisure services" to its public. The development of a meaningful, long-range plan for parks and recreation needs is dependent on such standards. C. Planning Considerations A number of well --developed school grounds and private recreation facilities fulfill a percentage of the citizens' need for recreational pursuits. Acquisition of large, open spaces and development of trails are needed to satisfy the citizens' need for additional outdoor recreational activities such as hiking, birdwatching, nature study, etc. Availability of reasonably located county parks and beaches help meet the citizens' demands for water -oriented recreation opportunities and other outdoor activities. -57- D. Planning Concepts 1. Parks a. Regional Parks. This type of park facility is designed to accommodate large numbers of people within a particular region. These facilities are provided by Orange County. b. City-wide Parks. This type of park should be a minimum of 30 acres and should provide all or most of the facilities found in neighborhood or community parks. The design should emphasize open spaces, natural settings, and water areas (i.e., lagoons, lakes, creeks, etc.), plus major special use facilities (i.e., sports playfields, tennis center, riding arena, amphitheater, large nature study area, and garden center). Standard: The recommended standard for a city-wide park is 30 to 50 acres. This should be easily accessible to all residents from a major artery or thoroughfare. C. Community Parks. A community park serves several neighbothoods and should usually be considered for development prior to a neighborhood park. These parks can fulfill a larger need and can include more special recreational facilities. When possible, these parks should adjoin the public intermediate or senior high schools. Thus, the sports playf fields and larger game court areas need not be duplicated. A community park should provide facilities such as a recreation center building (high priority) , tennis courts (minimum of four) , a swim center, family and grup picnic areas, and parking. Standard: The recommended standard for a community park is a minimum of ten acres, if adjacent to an intermediate or high school site, or 20 acres, if separate. It should be easily accessible to residents within a maximum of a one and one half mile radius and should serve a Po2ulation from 10,000 to 20,000. d. Neighborhood Parks. Depending upon the level of development and accessibility to the public, a neighborhood park may be one of the following: 1. A minimum of four acres, located independently of a school site, and developed to meet the recreational needs of a particular neighborhood. 2. A school -owned site which can be jointly designed and developed by the City and School district to the extent that the school' s basic playground improvements can be utilized to supplement city recreational facilities during non -school hours. 3. A city -owned park site (two acre minimum recommended) adjacent to a school playfield which can be readily designed to provide for the basic recreational needs of that neighborhood. In general, a neighborhood park should be primarily developed with turfed playfields, ga_Tr�e courts, landscaped passive area, play apparatus, and tables for passive games and eating. Standard: A nei hborhood park is most ideally located within a three quarter Mile radius of thepopulation it is to serve and is a minimum of four acres. It is to serve a neighborhood population of approximately 2,000 to 5,000. e. Mini -Parks or Small Play Areas. This type of facility is more suitable in high density areas of a city where special needs can be served. When justified, they should be developed to serve certain age groups with. limited recreational opportunities. Reports indicate that small parks cost considerably more to operate and maintain then do the larger parks which serve more people. Therefore, mini -park development should be given low priority in planning unless suitable -59- land is not available for the development of large parks and the recreational needs of that area are considered critical. Summary There should be a total of seven acres of usable and developable park land and school playfields per 1,000 population. Playfields: School Playfields (credit) Parks: Neighborhood Parks community and City-wide Parks Total Park Acreage Total Park and Playfield Acreage 2. Special use Areas and Facilities 3 acres/1,000 population 2 acres/1,000 population 2 acres/1,000 population 4 acres/1,000 population 7 acres/1,000 population Specialized facilities may be developed separately or as part of a larger park development, depending on the particular facility. Space requirements for these specialized areas and facilities are described below. These facilities are important to every cormunity. a. Turf Playfields (multi -sports) . Turf playfields should be located within the neighborhood, community, and city-wide park facilities. The primary consideration should be to encourage the development of turfed playfields on school sites with an adjacent city -owned park site. It is recommended that a minimum of 2.5 acres/1, 000 population be provided. b. Special Sports Fields. In addition to the multi -sports turf play - fields, it is desirable to provide turfed fields with spectator areas t for football, baseball, softball, and soccer. While it is recognized that the school district will normally provide these types of facilities, it is recommended that city -school responsibilities for the develop- ment of such (major) facilities be as follows: -GOT" Football: Baseball Diamonds (lighted): Softball Diamonds (lighted) : Softball Diamonds (unlighted) : Soccer: One per 20,000 population (School District responsibility) One per 20,000 population (three quarters School District responsibility) one per 10,000 population (City responsibility) One per 10,000 population (City responsibility) One per 20,000 population (City and School District responsibility) c. Tennis Courts. There should be a minimum of one tennis court for each 1,000 persons. Number of courts per park facility should be as follows: eight to twelve courts located at a major city-wide park, a minimum of four courts at community parks, and a minimum of two at neighborhood parks when justified. Tennis courts located throughout the various city schools should also be utilized to meet the recreational need for this type of facility. d. Game Courts (outdoor, basketball, volleyball, etc.). In addition to tennis courts, every neighborhood park, community park, and major city-wide park facility should have a surfaced game court area which would accommodate a minimum of two basketball courts and two volley- ball courts. In order to avoid duplication of such facilities, it should be recognized that school grounds, particularly elementary school grounds, will normally provide the game courts areas to handle various circle games, foursqure, tether ball, hop scotch, etc. e. Swim Centers. One major swim center (50 meter, three pool complex) should be located in the major city-wide park. Community swim centers should be located at various high school sites or community parks. -61- Community swim centers should consist of two pool units with shallow water for the younger children and a 25 --yard or meter pool with diving for older children, teenagers, and adults. Shallow pools at neighborhood parks are optional.. However, when installed, they should be a minimum of 30' x 60' with depths of two to four feet . f . Recreation Centers (active play -gym, game room, etc.) . In addition to the high school gymnasium and large multi -use rooms, there should be a large recreation center facility for the City, which will include a regulation -size basketball court (50' x 84' minimum) ; weight training/exercise room; two handball courts; gymnastic wrestling room; a large table game room including ping-pong, pool, checkers, chess, etc.; showers and dressing facilities; and miscellaneous activity and meeting rooms. g School Recreation Center. There should be one large gymnasium or multi -use sports facility at each intermediate school, plus a second high school gymnasium with adjacent smaller activity rooms available to the public for recreation use during non -school hours. h. Community Center. A Community Center, The Clifford Miller Building, has been established at the Civic Center for the community social functions and community events. Special consideration is given to senior citizens' needs. i. Cultural Arts Center. A cultural arts center is needed for the City. It should include a theater with a minimum of 500 seats, instructional art stuidos, and an art gallery exhibit area. Consideration should. be . given to a joint facility with the school district or a local college. j . Golf Courses ( including private) . There should be a minimum of one 18 -hole course for each 50,000 people. Half credit should be given additional nine -hole and par three courses. -62- k. Historical Museum. A historical museum has been established by the Tustin Historical Society. Temporary facilities have been authorized at Columbus -Tustin Park. A permanent facility in the town center area is proposed. 1. Children' s Play A aratus Area. There should be a minimum of one - -- half acre per 1,000 population for the development of a play apparatus t s area for preschool children and the same allocation of space for the older elementary school -aged children. The play apparatus areas for these two age groups should be designed with a buffer between them and the special apparatus and play equipment so oriented. Play apparatus is provided to meet the needs and -interests of small children and not teenagers or adults. The design of the apparatus play area should enhance children's creative play and physical development. m Picnic Areas. The primary consideration for the location of picnic areas should be at the major parr facilities,, installed at neighborhood and community parks . Single family picnic units should be provided at all facilities with group picnic areas located at the community and major city-wide parks. n. Mature Science Interpretive Center. One major center which will accommodate a junior museum with display rooms and nature science activity classrooms is reco=ended for the City. In addition, the center can be augmented by an animal farm, nature t�ai.ls, native plant garden, and neighborhood rmseum centers . o. other Miscellaneous Facilities. These should be considered when space, • funds, and interests are available: creative play center camps, day camps, handball courts, bowling greens, botanical gardens, casting pools, horseshoe courts, miniature golf and model airplane areas, mini -bike center, archery range, etc. -63- 3. Beautification a. Landscaped Islands and Areas. The Scenic Highways Element of the General Plan designates streets and specific locations for land- scaped islands, frontage, and other special landscape treatment. In general, all major entrances to the City and selected sections of major and primary arterials are planned for landscaped center islands* Major Arterial Primary Arterial Irvine Blvd. (Newport Fwy. . to Tustin Avenue Newport Ave. to Browning to Myford) First Street Red Hill (Warner to First St.) Main Street Jamboree Blvd. McFadden Avenue Moulton Parkway Walnut (McFadden to Red Hill, R.R. tracks to Myford) Seventeenth Street Newport Avenue Myford Irvine ( Newport Ave. to Browning) Red Hill (First Street to Irvine) The design, landscape material, and level of maintenance should reflect the desired image wanted for the City of Tustin.. Priority should be placed on entrances to the City and "major" street inter- sections. Emphasis should be placed on quality rather than quantity. Where practical, dichondra and olive trees should be emphasized. b. Trees. A street tree master plan and program has been adopted for the installation and maintenance of trees in the public right -of- way. (Appendix B) . A heritage tree preservation program should be developed which will identify, inspect, protect, and set forth criteria and procedures for any major pruning or removal. Emphasis should be placed on the protection of native trees, historical related trees, and outstanding -64- specimens. Likewise, such trees . found to be a hazard to life or property should receive the necessary corrective action after adequate study of the condition is made. c. Maintenance and Appearance. Every reasonable effort should be taken to insure the proper level of maintenance of all properties and facilities of the City. Cost of operations and maintenance should be fully estimated prior to construction to insure City's capability to financially support the desired level of appearance. It is further recommended that the responsibility for maintenance of facilities be under the Department of Public Works. E. Dedication and Fee Requirements for Parkland Dedication requirements for park land in new subdivisions and park fees for previously subdivided land are established by ordinance No. 685 and published in the City of Austin Subdivision ordinance. -65-- PARKS & RECREATION FACILITIES SUMMARY PROPOSED CURRENT (27,000 pop) (30,500 pop) FACILITY STANDARDS INVENTORY CURRENT 1980 NEEDS NEEDS PARK LAND: 4 ac/1,000 34.2 ac. 108 ac. 122 ac. School - Play 3 ac/1,000 70 ac. approx. 81 ac. 91.5 ac. Fields Swim Pools 450 sq. ft./1,000 4,200 sq. ft. 12,150 sq. ft. 13,725 sq. ft. "UILDINGS: a. Gymnasium 1(8,000 sq. ft.) / 150,000 0 2 2 b. Rec. & Comm. 1(8,000 sq. ft.) / Center 150,000 1 2 2 c. Cultural Arts 1(5,000 sq. ft.) / Studios City 0 1 1 d. Cultural 1(500 seats)/City 0 1 1 Theater e. Junior Museum 1(5,000 sq. ft.)/ 0 1 1 City f. Historical 10,000 sq. ft.)/ 0 1 1 Museum City ?ORT FIELDS: - a. School - Rec. multi -use ball fields (youth baseball and softball, adult softball, flag football, soccer, etc.) ' Unlighted 1/3,000 Lighted .1/10,000 0 b. Fottball* 1/20,000 1 1 1 c. 'Baseball* 1/10,000- - 3 3 d. Soccer* 1/20,000 0 1 1 e. Softball* 1/10,000 1 3 3 Aghted TENNIS COURLS 1 ct/1,000 18 27 31 UMBALL COURTS a. 3 -wall 1 ct/2, 000 5 14 15 b. 4 -wall 1 ct/101000 0 3 5 SND VOLI,1:YBALL 1 ct/5, 000 1 5 6 .: W'NIBONLING 1/20,000 0 2 2 ICNIC AREAS 1 table unit/500 22 54 61 HORSESHOE PITS 1/5,000 3 5 6 .ZCHERY FIELD 1/City 0 1 1 traDEL AIRPLANE FIELD 1/City 0 1 1 )UTH BIKE PARY. 1/City 0 1 1 .,JLF COURSE 18 -hole course/50,000 0 9 holes 9 holes r",AY CAI -UP * 1/City 0 1 1 CENTER ISLANDS N/A ZEES . a. Street Trees N/A b. Heritage Trees N/A `�INTFNANCE N/A .evel. & Responsi- .>ility) XVI. POLICE DEPARTMENT BUILDING SECURITY GUIDELINES AND REQUIREMENTS A. Purpose Minimum security standards for residential, commercial and industrial buildings are adopted by Ordinance No. 762, adding Chapter 41 to the Uniform Building Code, as required in Section 14051 of the California Penal Code. The purpose of these standards and requirements are to safe- guard property and public welfare by regulating and controlling the design, construction, quality of materials, use and occupancy, and maintenance of all buildings and structures within the City and certain equipment as specifically regulated. (For detailed content of the security requirements, see Ordinance No. 762, Appendix B). B. Scope The provisions of the Security Ordinance (Ord. No. 762) shall apply to new construction, and construction to buildings or structures to which additions, alterations or repairs are made except as specifically provided in this chapter. when additions, alterations, or, repairs within any 12 month period exceed 2 5 percent of the value of the existing building or structure, such building or structure shall be made to conform to the requirements of this chapter. when additions, alterations, or repairs made within any 12 month period do not exceed 25 percent of the value of the existing building or structure only the new construction shall be required to conform with the requirements of Chapter 41 of the Uniform Building Code. C. Limitations and Exceptions Any building as defined by the Security Ordinance and Title 19, California Administrative Code, requiring special type releasing, latching, or locking devices, other than described therein, shall be exempt from the provisions hereof relating to locking devices of interior and/or exterior doors. _67_ D. Physical Security Requirements Physical security devices, design and construction requirements of Ordinance No. 762 relating to the following: 1. Keying 2. Frames/Jambs/Strikes/Hinges 3. Windows and Sliding Glass Doors 4. Garage Type Doors 5. Entrance Doors 6. Street numbers 7. Directories 8. Lighting for passageways, entrances, parking lots, and carports. 9. Hardware and locking devices 10. Roof openings, skylights, hatchways 11. Air vents 12. Roof ladders E Procedures Structural plans submitted to the Community Development Department for building permits shall be referred to the Police Department for compliance of the plans with the Security Ordinance. The Building Official shall be the enforcing authority for implementation of the Security Ordinance and for determining the.validity of the required testing. XVII. FIRE DEPARTMENT GUIDELINES AND RE UIREMEN` S A. Purpose Theseg uidelines are for the purpose of providing applicants for projects related to subdivision and development projects with the requirements that are used because of special local conditions. B. Procedures Plans for applications for building and development permits that are submitted to the Community Development Department for approval shall be • furnished the Fire Captain serving the City of Tustin for his review and determination of compliance with the Uniform Fire Code and these Guidelines. The comments and findings of the Fire Captain will be incorporated into the written response of the Community Development Director to the applicant as to the completeness and approval of disapproval of the application. Conferences may be scheduled at City Hall with the Fire: Captain by the applicant to review plans and requirements* C. Minimum Required Access and Circulation (Private Streets) 1. Minimum widths for Travelways a. one-way traffic ( clear area without parking) -- 20 feet. b. Two-way traffic (clear area without parking) -- 27 feet. C. Two --way traffic (parking on one side only) - 32 feet. d. Two-way traffic (parking on two sides) - 36 feet. 2. Maximum Lengths and Turn -Around Dimensions for Dead -End Streets a. Maximum dead-end length for commercial, industrial, or a resi- dential use with a net density of greater than four dwelling units per acre is 700 feet. b. Maximum dead-end length for residential uses less than four dwelling units per acre is 1000 feet. M c. Turn-arounds for dead -ends greater than 150 feet in length must have a minimum radius of 35 feet (measured to outside edge of travelway pavement) . 3. Restricted Residential Access a: Not more than 150 dwelling units shall be served by a single access having a travelway width of 30 feet or greater. b. Not more than 75 dwelling units shall be served by a single access having a travelway width of from 28 feet to 35 feet. 4. Minimum Vertical Clearance - Vertical obstructions less than 13 feet,. 6 inches in height across access roads shall not be permitted unless there is an alternate access route. Minimum horizontal clearance distance for vertical obstructions over access. roads is 20 feet. 5. Minimum Corner Cut -Offs -- 26 feet where a 20 foot wide accessway is provided. 6. Maximum Grades - Grades along access roads shall not exceed 15%. 7. Structures shall be so located that the unobstructed horizontal distance to advance a fire hose, from the emergency vehicle to all portions of the exterior walls of the first story of the structure does not exceed 150 feet, unless such structures are equipped with an automatic fire extinguishing system. D. Water Supply for Fire Protection 1. Main Size CurrentP rocedure s are to furnish the applicant with a fire flow determination and his engineer or the water agency will determine main sizes based on fire flow plus consumption demands. An exception to this procedure would be private on-site systems where the water agency is concerned only with sizing the meter. In this case, it will be necessary for the Fire Agency to size on-site facilities by checking velocities and friction losses to ensure delivery of the prescribed quantity. The following info_ra ation is intended to assist in fire flow and main size determination for projects where a precise plan is not available: Number of Hydrants Land Use Fire Flow Furnishing Fire Flow a. Single family detached, one- story dwellings with or without comb. roofs. 1, OQ0 1 b. Single or multi --family attached or detached 1 or 2 stories not to exceed 4 DU's/bldg. Isolated comm., ind., or instil. Bldgs. 5-10,000 ft2 1,500 2 C. Multiple -family, 2 -story, 4-6DU' s/ bldg. Lt. Comm. & ind., elementary schools 2,a0o 2 d. Convenience S.C., med. ind., smaller intermediate schools, 2 - story apts. w. comb. roofs (less than 11 units per bldg. not including area separations) 21500 2 e. Neighborhood Shopping Centers, med. industrial, 2 -story pro- fessional, 2 --story, multiple family w. more than 10 units, high school & college facilities sprinklered 3,000 3 -70- Number of Hydrants Land Use Fire Flow Furnishing Fire Flow f. Three-story multiple -family heavy industrial., high school & upper level insti- tutions (non-sprinklered) 3,500 3 g. Three-story multiple family w. comb. roofs, extra hazardous sprinklered industrial occupancies 4,000 4 h. Malls, extensive outside storage of extremely flammable or com— bust ible materials 5,000 5 *Fire flows are computed to a 20 psi residual pressure. Where precise plans are available, fire flow is based on ISO's "Recommended Method for Determining Required Fire Flow - of Generally, no pipe size serving more than one (1) fire hydrant and dead -ended shall be less than 8 -inches in diameter. The minimum size main for fire hydrant service is 6 -inches. 2. valve Spacing a. Generally, valving of distribution system piping shall be such - that not more than two (2) fire hydrants are removed from service in the event of an accident or repair. b. valving on arterial and supply piping should not remove more than four (4) hydrants from service. C, All branch connections to fire hydrants shah have•a valve. 3. Fire Hydrant and Distribution a. Type: Fire hydrant types shall be in accordance with the water agency's standard plan. In the absence of a standard plan or where the installation is private, the fire hydrant shall be U.L. or A . N . -; . A . approved with a 6 -inch barrel, 6 --inch branch line, 6 -inch valve on the branch line with a 4 -inch pumper outlet and one (1) or two (2) 2 1/2 inch outlet(s); wet barrel. b. Distribution 1. Fire hydrants serving areas with fire flows of 1,500 gpm or less are to be spaced not greater than 500 feet apart. 2. Fire hydrants serving areas requiring fire flow greater than 1,500 gpm should be spaced not greater than 300 feet apart. -71- 3. Hydrants should preferably be spaced at back curb radius (BCR) of street intersections and additional hydrants spaced accordingly. 4. Fire hydrants serving short cul-de-sacs less than 250 feet in length shall preferably be located at the street intersection g rather than in the cul-de-sac. 5. Try to av6 id locating a hydrant in the turn -around area of the cul-de-sac unless there are numerous flag lots taking access from the turn -around. 6. A fire hydrant may be used as a blow off in the case of Item 4. 7. Where a sidewalk, 5 feet or less, is located adjacent to the curb face, the hydrant may be installed behind sidewalk. Fire hydrants must be installed 18 -inches from curb face where sidewalks greater than 5 feet in width are installed adjacent to curb face. (See Exhibit 13) . 8. Hydrants installed in landscaped areas should be set in the center of a 3' x 3' concrete pad. 9. When locating fire hydrants, avoid conflicts with light standards, underground transformer vaults and storm drains with open grates. 10. Hydrants Located in areas subject to traffic damage shall be surrounded by a 6 -inch vertical curb face or protective posts. 11. Fire hydrants should be located on lot lines to avoid conflict with driveway cuts. 12. Locate hydrants on the same side of the street as water main installation to keep branch line lengths to a minimum and avoid conflicts with sewer. 13. Hydrant head assembly should be installed with the 4 -inch pumper outlet perpendicular to curb face. 14. An 18 -inch vertical and horizontal clearance around operating units and nuts on protective outlet caps should be maintained. 15. The hydrant flange should be mounted 2 -inches above groundline to minimize damage due to impact., 16. Arterial highways with access from both sides and with raised medians may require fire hydrants on • both sides of the street. . 17. When locating fire hydrants in complexes that have private drives with parking or carports off one or both sides of the private drive try to select conspicuous locations that are not blocked by cars or carports (i.e., locations with good line of sight) . -72- 18. On-site hydrants require considerable judgment. The basic requirement is pursuant to Section 13.301(C) of the 1976 UFC. The nature of the occupancy, depth, exterior wall openings, andP ublic and private access arrangements are all features to consider in determining the need for on-site fire hydrants. E. Significant Amendments to Uniform Fire Code 1. Section 13.316 -- Requires automatic sprinkler system for buildings with a single floor area of 12,000 square feet or greater; or a total floor area of 24,000 square feet or greater. 2. Section 13.317 - Requires special fire protection features for buildings 55 feet or greater in height rather than 75 feet. Does not allow compartmentation. 3. Section 13.318 Building Numbers - Requires addresses to be posted on a contrasting background and visible from the access road. 4. Section 13.319 Non-residential buildings greater than 5,000 square feet f loor area require an approved automatic fire detection and alarm system, if not protected with automatic fire extinguisher system. 5. Section 15.610 -- Flammable and combustible liquid above ground storage is prohibited by the City of Tustin Zoning Ordinance (Ordinance #157) . 6. Section 20.113 -- Location of L.P.G. bulk storage is also restricted by ordinance '157. F. Automatic Fire Extinguishing System Design and Plan Check Requirements 1. System design shall be as follows: a. NFPA #13 pipe schedule or hydraulically calculated - b. High racked storage - NFPA 231C C, High piled storage - UFC, Art. 35 d. Rubber tire and plastic storage - F.M. Engineering Data 2. Wet standpipes are required for nigh racked or piled storage* 3. Water system data for hydraulically calculated systems shall be obtained from the fire department. 4. Final plans to be submitted to fire department. Plans will be forwarded to Tustin Building Department when plan check review is complete. Permit required by Tustin Building Department. 5. Requests for inspections should be made to the fire department 24 hours in advance of -inspection time requested. G. General Requirements 1. Prior to combustible construction evidence shall be submitted to the Fire Chief that water supply and emergency access are operational. 2. Stairway numbering system for buildings whose hieght equals or exceeds 3 stories. a. The numbering system is composed of square signs at least 1211 x 1211 located on the wall surface adjacent to the door on the stairway side. Signs shall be required in all buildings three or more stories in height. b. Placement: A sign shall be located at each floor level landing in the stairway. The bottom of the sign shall be located not less than five (5) feet above the floor of the stairwell landing. If possible, the sign should be placed adjacent to the door and be visible with the door opened or closed. C. Color: The block lettered sign may be of any color that will contrast with the color scheme of the stairwell. d. Lettering size 1. The height of the large number (s) and/or letter (s) in the middle of the sign denoting the floor shall be a minimum of five (5) inches. 2. The number (s) and/or letter (s) at the top of the sign denoting the upper and lower terminus of the stairway shall be a minimum of one (1) inch. The floor designations as utilized in the building shall be used. 3. Stairways that extend to the top floor of the building shall have one (1) inch minimum letters stating "ROOF EXIT" or "NO ROOF EXIT" on the sign between the terminus floor designation and the floor designation. 4. Stairwells in the building will be consecutively numbered. The lettering will be one (1) inch minimum, and located at the bottom left of the sign. (See Exhibit #14) . 0 _7a_ VAPOR RECOVERY AND LIQUID TRANSFER REOUIREMENTS Phase I and Phase II Vapor Recovery System Guidelines for the City of Tustin and air Po-lution Control Regulations are contained in Appendix "I" -75- 2"Min. .--Curb Face I R/W %A I%.# wo— " %J a" CASE I ,6)ioewom Foce RAW CASE 2 M: 6 n. LI 4' min 5' --*- See note I gig ,--Sidewalk i - - Curb Foca ;Ze t C' ASE -N 0 LE -3 .instance from the curb face to a fire hydrant outlet shall in no instance be c -ter than six (6) feet or less than two (2) feet. riny vertical obstruction the minimum clearance from the curb face will be .0 ieet. minimum width of clear sidewalk will be four (4) feet from any vertical J1 r uct ion,, or utility vault. /3 'D DEPARTMENT STD. PLAN Appro d Road Canwwssiower Dole *,,% ".r% -, ^ Wr rm% a 10% oir I r% K I LOC1ITIO�1i 0siG��! ire S-rr-�.is��r�:�!_� P3 T14PU 30 R D 0 F E^**? 11- 2W 5 2 THRO 13 STA I R. 4 cc N c 0 V 53"C', T H R. U 30 NO ROOF' EXITI STAIR I r 6 Exam-ole 1 4. 2 5th f 1oor of a Sni to 1 r w a Y t h a ends frim t P3 (-oarkir.0 level 3 to thrl-A 3 OIC -h f loon o-.;'_: a 3 0 story building. The stairi,.-ray terminates on thi-:), roof. This is the number 2 stairway in the building. Example 2 12th floor or a stoic wall that e,.,.r.4C_ends from the 15 t�� loot . ThiS. b,.,.ild*.ng 'icor to tares c-, c c n,, more +--h--nn 1-5 stories in height therefore, no root exit in.-,'L"_*orYMttion is required. This is the nu-mb--_---*r 4 stai*r%-..--_-iv in the buildii-).g. Example 3 0 0 27-th floor of a stairway that e:k-ftends from the concourse level (first basement level in the buildini to the 30th floor of a 30 story building. The stairway does not exit to the roof. This is the rumbe.1,*7 1 stairilli,a.y in the building. 12 cc N c 0 V 53"C', T H R. U 30 NO ROOF' EXITI STAIR I r 6 Exam-ole 1 4. 2 5th f 1oor of a Sni to 1 r w a Y t h a ends frim t P3 (-oarkir.0 level 3 to thrl-A 3 OIC -h f loon o-.;'_: a 3 0 story building. The stairi,.-ray terminates on thi-:), roof. This is the number 2 stairway in the building. Example 2 12th floor or a stoic wall that e,.,.r.4C_ends from the 15 t�� loot . ThiS. b,.,.ild*.ng 'icor to tares c-, c c n,, more +--h--nn 1-5 stories in height therefore, no root exit in.-,'L"_*orYMttion is required. This is the nu-mb--_---*r 4 stai*r%-..--_-iv in the buildii-).g. Example 3 0 0 27-th floor of a stairway that e:k-ftends from the concourse level (first basement level in the buildini to the 30th floor of a 30 story building. The stairway does not exit to the roof. This is the rumbe.1,*7 1 stairilli,a.y in the building. II. FEE I. accordance with fee schedules adopted by the City Council, and as may In hereafter be amended, the following schedule of nonrefundable fees applyto development and construction projects within the City of Tustin and shall paid aid prior to the acceptance of an application or issuance of a permit: A. Construction Excise Fee 1. Single-family dwellings, attached or detached $350, per unit 2. Duplexes 350, per unit 3. Multifamily dwellings, townhouses or condominiums 350, per unit (3 or more units or condominium conversions plus $100 per bedroom over one in each unit. 4. Mobile Home Park Pads 100 per pad 5. Commercial, Professional or Industrial: (Gross floor area including parking area upon or within a building.) .10 per sq. ft . 6. Hotel or motel rental units without a kitchen 100 per unit (Ord. Nos. 560, 772) B. Planning Fees 1. Use Permit 250 2. Variance 250 3. Rezone Application 250 4. Prezone Application None 5. Appeal to City Council 50 6. General Plan Amendment 250 (Res. No. 78-31) 7. Environmental Documents Categorical Exemptions i None Ministerial Projects None Exempt Proj ects None t Initial Study Review and Negative Declaration 100 641 EIR Review $250 Preparation of Draft EIR by City Direct costs with deposit required in amount of $40 per ho u: for estimated preparal t i7ne . (Res, No. 78-48) 8. Sign Permits $ 10 Temporary Banners, portable or temporary signs $ 25 .Combination sign, fin sign, projecting sign or roof sign up to 30' sq. ft. $ 10 Pole sign up to 50 sq. ft. $ 10 Wall sign up to 200 sq. ft. $ 10 All signs, each additional 100 sq. ft. or fraction thereof over the above respective 30, 50 or 200 sq. ft. $ 25 Sign Code Exception Hearing 50 (Res. No. 78-48) Real Estate and Property Sale Signs in public right- of-way: Permanent Permits $ 5 each 30 day Permits $ 2 each 7 day Permits $ 1 each (Res. No. 76-99) Assurance Bond (when required to guarantee construc- tion in accordance with approved plans.) 50% of sign value (Ord. No. 722) 9. Publications Zoning Ordinance $ 5 Zoning Map or Small Street Map $ 2 General Plan $ 5 - 6 - Sign ordinance Large Street Map Development Guidelines Land Use Map Enzrironmental Impact Reports Reproductions - City reports (Resolution No. 78-31) $ 2.00 9.50 1.50 1.50 .10 per sheet .10 per sheet C. Park Land Fees (Unsubdivided and Previously Subdivided Lands) As a condition of a building permit, subsequent to an amendment to the General Plan or Zoning Ordinance, a park fee shall be paid in accordance with the following schedule. 1. Duplexes $225.00 per dwelling unit 2. Multiple family dwellings 100.00 per dwelling unit For more than one bedroom. 50 00 per bedroom 3. Mobilehome Park Pads 100.00 per pad (Ordinance No. 685 ) - 7 D. Building Regulation and Permit Fees 1. Investigation Fee A special investigation ation fee shall be charged by the Building official • building, structure, work reports, certification, for any investigation of a g k re quested by an owner or his authorized agent. or any other related wor q Said fees shall be assessed in an amount sufficient to reimburse the City , for costs incurred but in no case shall be less than twenty--five dollars ($25.00). Special Investigative Fees Patio $ 25.00 Buildings - All Groups , Up to 1,200 S.F. 50.00 1,2, 01 to 2,500 S.F. 75.00 2,501 t, o 5,000 S.F. 100.00 5,001 to 7,500 S.F. 125.04 71501 to 10,000 S.F. 150.00 Each additional 10,000 S.F. or fraction thereof 54.04 2. Refunds The Building din Official shall make no refunds on fees collected amounting to five dollars ($5.00) or less or on any Ulan checking fee; refunds r may be made to the permittee in an amount equal to 85% of the permit fee paid unless the fee paid for the issuance of the permit has been made for an area outside of this jurisdiction or that duplication of permits has been made and two fees have been collected for the same job, in which case one h • hundred percent (1000) of erroneously collected permit fees or duplicatedplan lan checking and permit fees may be refunded; provided that no refund of an fee or portion thereof shall be made in either of the following cases: a. After oneY ear has elapsed from the date of the issuance of the permit. b. If the work designated in the permit has been commenced. 3. Miscellaneous Fees a. Work Started Without Permit Wherework for which a permit is required is started or proceeded with prior to obtaining said permit, the fees specified shall be doubled, but the payment of such double fee shall not relieve any persons ons from full complying with the requirements of the Code in the execution of the work nor from any other penalties prescribed therein. b. Reinspection Fee When the work is not ready for a called inspection or, when the inspector must reinspect more than twice, because of deficiencies, a reinspection fee must be paid for each subsequent reinspection in the amount of $10.00 each. 4. Building Fees a. Pian Check Fees Application processing ation rocessin and plan checking fee shall be paid to the Building official at the time of submitting plans and specifications for checking. Said fee shall be equal to one .half of the Building Permit Fee for Group "R-311, I'm-l", i M -1I1 11 , and M-311 occupancies, and 65% of the Building Permit Fees for all other occupancies. In addition, buildings and structures requiring compliance with the State of California Energy Conservation, Noise Isolation and Insulation and other State -required acts shall pay a plan check fee equal. to 500 of the Building Permit Fee. 1 EXCEPTION: When repetitious models for Group "R-3" occupancies in a residential housing tract are submitted at one time, such fee - a shall be paid only for each different model, and one-half of such fee for each repetition of the model plan. b. Building Permit. Fees Total Valuation Fee $1.00 to $500.00 $501.00 to $2,000.00 $2,0001.00 to $25,000.00 $25,001.00 to $50,000.00 $50,001.00 to $100,000.00 $100,001-00 to $ 500.,,000.00 $500,001.00 and up $6.00 $6.00 for the first $500.00 plus 1.00 for each addition $100.00 or fraction thereof to an including $2,000.00 $21.00 for the first $2,000 plus $4.00 for each additio. thousand or fraction thereo to and including $25,000.00 $113.00 for the first $25,0 plus $3.50 for each additio thousand or fraction thereo to and including $500000.00 $200.50 for the first $50,0 plus $2.50 for each additio: thousand or fraction thereo to and including $100,000.0 $200.50 for the first $50,0 plus $2.00 for each additio thousand or fraction thereo to and including $500,000.0 $1,300.50 for the first $500,000.00 plus $1.50 for each additional $1,000.00 o fraction thereof. c. Valuation Valuation shall be made by the Building Official. He shall be guided by the current building valuation data published periodically by the International Building Officials to take effect the first day of the month following receipt by the Building Official. d. Grading Plan Checking Fees 50 cubic yards or less $ 5.00 51 to 100 cubic yards 10.00 101 to 1,000 cubic yards 15.00 --10- 1,001 to 10,000 cubic yards $ 20.00 10,001 to 100,000 cubic yards 20.00 for the first 10,00( 101 to 1,000 cubic yards 20.00 cu. yards plus 10.00 for each additional 10.00 10,000 cu. yards or fraction thereof . 100,001 to 200,000 cubic yards 110.00 for the first 100,0( 1,001 to 10,000 cubic yards 110.00 c u . yards plus 6.00 for each additional 8.00 10,000 cu. yards or fraction thereof 200,001 cubic yards or more 170.00 for the first 200,0( 10,001 to 100,000 cubic yards 182.00 cu. yards plus 3.00 for each additional 30.00 10,000 cu. yards or fraction thereof . e. Permit Issuance.- Grading Permit Fees 50 cubic yards or less 5.00 51 to 100 cubic yards 10.00 101 to 1,000 cubic yards 20.00 for the first 100 cubic yards plus 10.00 for each additional 100 cu. yards or fraction thereof . 1,001 to 10,000 cubic yards 110.00 for the first 1,000 cu. yards plus 8.00 for each additional 1, 000 cu. yards or fraction thereof . 10,001 to 100,000 cubic yards 182.00 for the first 10,00+ cu. yards plus 30.00 for each additional. 10,000 cu. yards or fraction thereof . 100, 001 cubic yards or more 452.00 for the first 100,0 cubic yards plus 20.00 for each additional 10,000 cu. yards or fraction thereof. 5. Plumbing Permit Fees Permit Issuance $ 5.00 Annual Maintenance Fee 5.00 In adt ion: For each plumbing fixture or trap or set of fixtures on one trap (including water, drainage piping and backflor protection therefor) $ 2.00 For each building sewer connection 6.00 For each dishwasher 2.00 For each grease or sand interceptor 2.00 For each water softener 3.00 For each cesspool, septic tank or seep pit 10.00 For each private sewage disposal system 25.00 For each on-site building sewer for first eM 100 feet 6.00 For each additional 100 feet 3.00 For each on-site sewer for first 100 feet 6.00 For each additional 100 feet 3.00 For each water heater and/or vent 3.00 For each gas piping system of one (1) to five (5) outlets 3.00 For each gas piping system of six (6) or more outlets, per outlet .30 Rainwater systems, per drain 3.00 For each industrial waste pre-treatment inter- ceptor, including its trap and vent, excepting kitchen type grease interceptors functioning as fixture traps 5.00 For installation, alteration, or repair of water piping and/or water treating equipment (including water softeners) 3.00 For repair or alteration or drainage or vent piping 3.00 For each residential lawn sprinkler system on any one meter including backflow protection devices therefor 3.00 For each commercial (non-residential) lawn, gardening, or landscaping sprinkling system including backflow protection devices therefor, each 4 vacuum breakers or portion thereof 10.00 For vacuum breakers or backflow protective devices on tanks, vats, etc., or for installation on unprotected plumbing fixtures including necessary water piping: One (1) to five (5) $ 3.00 Over five (5) , each additional .50 6. Solar Energy . Systems For issuing each permit 5.00 In addition: For collectors ( including related piping and regulating devices) Up to 1,000 S.F. (93m2) 5.00 Between 1, 001 (93. lm2) and 2,000 S.F. (186m2) 8.00 More than 2,000 S.F. (186m2) 8.00 plus 2.00 per 1,000 S . F . (93m' or fraction thereof over 2,000 S.F. (186m2) . For storage tanks (including related piping and regulating devices): Up to 750 gallons Cam 3 3.00) Between 751 3m3) and 2,000 gallons (8m3) 5.00 More than 2,000 (8m3) gallons 5.00 plus 2.00 per 1,000 (4m3) or fraction thereof S V 2,000 gallons (8m For rock storage: Up to 1,500 cu. ft. (42m3 3.00} Between 1,501 {42 . lm3) and 3,000 cu. ft. (84m3) 5.00 More than 3,000 cu. ft. (84m3) 5.00 plus 2.00 per 1,000 cu. ft. (2 8m3 ) or fraction thereof ver 3,000 ft. (84m ) For each appliance or piece of equipment regulated by this Code for which no f ee is listed 3.00 13 - Plan check fee. Where specific plans are required, a plan check fee shall be charged equal to one- half () the total permit fee, excluding the permit issuance fee. NOTE: These fees do not include permit fees for any parts of the solar system which are subject to the requirements of other applicable codes. 7. Swimming Pool Plumbing For swimming pool plumbing including heater, sub -drain, filter system, back wash line, drain line, fill line, vacuum breakers and "P" trap $10.00 Plan check fee. Were specific plans are required, a plan check fee shall be charged equal to one-half the total permit fee excluding the permit issuance fee. 8. Mechanical Permit Fees Permit Issuance 5.00 Up to and including 100 BTU for the installation or relocation of each forced -air or gravity type furnace or burner, including ducts and vents attached to such appliances 5.00 More than 100,000 BTU to and including 500,000 BTU 7.50 More than 1,000,000 BTU to and including 2,000,000 BTU 10.40 More than 2,000,000 BTU 25.00 For the installation or relocation of each floor furnace including vent 5.00 For the installation or relocation of each suspended heater, recessed wall heater or floor mounted unit heater including vents 5.00 For the installation, relocation, or replacement of each appliance vent installed and not included in an appliance permit 3.00 For the repair of, alteration of, addition to each heating appliance, refrigeration unit, comfort 4 cooling unit, absorption unit, of each comfort heating, cooling absorption, or evaporative cooling system, including installation of controls and registers regulated by this Code 5.04 For the installation or relocation of each boiler or compressor to and including five horsepower, or each absorption system to and including 100,000 BTUs (including vent) 5.00 -- 14 - For the installation of relocation of each boiler or compressor over five horsepower to and including 15 horsepower, or each absorption system over 100,000 BTUs to and including 500,000 BTUs (including vent) $ 7.50 For the installation or relocation of each boiler or compressor over 15 horsepower to and including 30 horsepower or each absorption system over 500,000 BTUs to and including 1,000,000 BTUs (including vent) 10.00 For the installation or relocation of each boiler or refrigeration compressor over 50 horsepower, or each absorption system over 2,000,000 BTUs (including vent) 25.00 For each air handling unit to and including 2,000 cubic feet per minute including ducts attached thereto 3.00 For.each heating or cooling coil 3.00 For each cooling tower 3.00 For each air handling unit over 2,000 cubic feet per minute and including 10,000 cubic feet per minute, including ducts attached thereto 5.00 For each air handling unit over 10,000 cubic feet per minute 10.00 For each evaporative cooler other than portable type 3.00 For each ventilating fan connected to a single duct 2.00 For each ventilating system which is not a portion of any heating or air conditioning system authorized by a permit 4.00 For the installation of each hood which is served by mechanical exhaust including the fans. and ducts attached thereto 5.00 . For the installation or relocation of each domestic type incinerator 5.00 For the installation or relocation of each com- mercial or industrial type incinerator 20.00 For each appliance or piece of equipment regulated by this Code but not classed in other appliance categories or for which no other fee is listed in this Code 4.00 Incidental gas piping 3.00 -15- Plan Check Fee. where specific plans are required, a plan check fee shall be charged equal to one-half the total permit fee excluding the permit issuance fee 9. Electrical Permit Fees Permit Issuance $ 5.00 ulti- New Residential Construction (Single and Multi- Family) Family) Two cents (2 �) per square foot of living area plus $5.00 for each service meter plus permit fee. one cent (1) per square foot of detached or attached garages or carports on same service. Additional charge of $2.00 for each room where electrical radiant heating is installed. Additional Charge of $5.00 for each underground service. Hotels, Motels and Similar Occupanices Use regular fee schedule except for garages or carports which shall be computed as for resi- dential garages Alterations, Repairs or Improvements Use regular fee schedule. Swimming Pool Wiring Submerged pool light 3.00 Each pump motor 3.00 Commercial, Industrial and Assembly Occupanices Use regular fee schedule. a. Regular Fee Schedule Minimum permit fee 5.00 Each new or replacement service and meter up to and including 400 amps 5.00 Each new or replacement service and meter over 400 amps 10.00 -16- Each temporary construction power pole, service and meter including equipment on pole $-5.00 Each additional sub --pole 2.00 Each temporary underground service including meter and equipment 10.00 Each temporary service for Christmas tree lot, fireworks stand or similar use 5.00 Each system of construction, Christmas tree lot or other temporary lighting 500 lamps or less 2.00 Over 500 lamps 5.00 Each factory wired, self-contained approved unit 2.00 b. Signs One sign and one transformer 2.50 Each additional sign and transformer at same location 1.75 Each flasher or time clock 1.75 Each additional transformer 1.75 Altering or changing letters 1.75 Changing decorative tubing 1.75 Lamp holding devices on signs or marquees: First 20, each 0.06 Next 100., each 0.03 Over 120, each 0.01 Generators, Motors, Transformers, Rectifiers, Synchronous Converters, Capaciters, Industrial Heating cooking equipment, Baking Equipment and Similar equipment rated in H.P., K.W. or K.V.A. Up to and including 1 1.50 Over 1 and not over 5 2.00 Over 5 and not over 15 3.00 Over 15 and not over 50 6.00 over 50 and not over 100 10.00 Over 100 and not over 500 15.00 Over 500 20.00 c. Switchboard, Motor Control Center or Similar Equipment First Section $15.00 Each Additional Section 7.50 d. Busway, Special Raceways, Duct, Trolley, or Plug --In Busway Each 100 feet or fraction thereof 5.00 e. Underground Conversions 10.00 f. Time Clock 1.00 g. Out let s - F fixture s First 20, each 0.25 Over 20, each 0.12 h. Receptacles and Switches First 20, each. 0.25 over 20, each 0.12 Each 5 ft. or fraction thereof of multiple outlet assembly 0.12 Each multiple appliance outlet assembly 1.25 i. Additional circuit for new fixed Appliance 1.25 10. ANNUAL PERMIT 10.00 Inspections for which no fee is herein described, miscellaneous wiring, etc. 5.00 Plan Check Fee as required, 65% of permit fee except 50% of permit fee for single and multi- family residence. 11. SIGNS Plan Check Fee, as required, 65% of permit fee 12. Re -roofing Existing Roof or Wall Permit Issuance 5.00 Built-up with or without gravel, per square or fraction thereof 0.45 'Open patio $5.00 per sq. ft. Screen patio $10.00 per sq. ft. Plan check and permit fees per "Building Fees", page 5 of this Resolution. 17. Tent Valuation Up to 1,000 sq. ft. 15.00 Each additional 1,000 sq. ft. or fraction thereof 5.00 Permit fees per "Building Fees", page 5 of this Resolution. 18. Inspection of Improvements that Planning Division and/or Planning Agency require of a builder and/or owner now required by the Building Regulations. Permit Issuance 5.00 Permit Fees 10.00 1C) Composition shingles per square or fraction thereof $ 0.45 Wood shingles or shakes per square or fractionthereof 0.65 Clay tile per square or fraction thereof 0.90 13. Re -plastering, additional plastering or sand blasting existing building 20 sq. yds. or less No fee Permit Issuance and first 200 sq. yds. 5.00 Each yard, 201 to 1,000 sq. yds. 0.02 Each yard, 1,001 to 3,000 sq. yds. 0.01 Each yard, 3,001 sq. yds. and over 0.015 14. Swimming Pool Valuation $3,000 plus $6.00 per sq. ft. of water surface plus $550 for heater. Plan Check and permit fee per "Building Fees." 15. Spa Valuation $1,400 plus $5 per sq. ft. of water surface plus $ 550 for heater. 16.. Patio Valuation 'Open patio $5.00 per sq. ft. Screen patio $10.00 per sq. ft. Plan check and permit fees per "Building Fees", page 5 of this Resolution. 17. Tent Valuation Up to 1,000 sq. ft. 15.00 Each additional 1,000 sq. ft. or fraction thereof 5.00 Permit fees per "Building Fees", page 5 of this Resolution. 18. Inspection of Improvements that Planning Division and/or Planning Agency require of a builder and/or owner now required by the Building Regulations. Permit Issuance 5.00 Permit Fees 10.00 1C) 19. Certificate of Occupancy Permanent No Charge Temporary $25.00 (Res. No. 78-31) 20. Earthquake Safety Fee (Strong -Motion Instrumentation Program) A fee shall be collected in conjunction with the issuance of a permit for a building equal to the estimated cost of construction x $1.00007 or $.50, or whichever amount is higher. (Public Resources Code, Sec. 2705a.) -20- E. Public Works Department Fees 200.00 1. Plan Check, Inspection, and Permits 50 S.F. to 100 S.F. (Min. $200.00) 2.50 a. Curb and Gutter per Exhibit "B", Table "A" $ 0.07 to 0.36 per per S.F. Over 2,500 S.F. (Min. $5,000.00) lineal foot b. Cross Gutter 25.00 0.23 C. Sidewalk per Exhibit "B", Table "B" 0.015 to 0.08 per 0.15 per lineal foot j. square foot d. Drive approach --residential 13.00 each e. Drive approach -commercial 18.00 each f. AC pavement per Exhibit "B", Table "C" 0.01 to 0.07 per 13.00 each n. square foot g. Pavement Replacement deposit -21- Less than 50 S.F. 200.00 50 S.F. to 100 S.F. (Min. $200.00) 2.50 per S.F. 101 S.F. to 2,500 S.F. (Min. $250.00) 2.00 per S.F. Over 2,500 S.F. (Min. $5,000.00) 1.50 per S.F. h. Sanitary Sewer 0.23 per lineal foot i. -Pipeline trench, compaction only 0.15 per lineal foot j. Sanitary Sewer, house lateral 13.00 each k. Sanitary Sewer, manhole 20.00 each 1. Sanitary Sewer, saddle 13.00 each m. Sanitary Sewer, terminal cleanout 13.00 each n. Storm Drain --up to 36" diameter 0.45 per lineal foot --over 36" diameter 0.85 per lineal foot --structure 25. 00 each --catch basin 25.00 each o. Street name or warning sign 4.00 each P Miscellaneous items 6.00 each q. street lights or parkway trees .00 r. Miscellaneous inspections 3% of improvements inspected s. Maximum inspect ion fee 5% of improvements inspected t. Permit issuance fee 10.00 each permit -21- u. Penalty (when applicable) $ 50.00 (Res. No. 78-31) 2. Street Tree Fees For each required tree in the public right-of-way: a. Parkway planting area 40.00 b. Treewell in paved area 50.00 (Res. 73-47A) 3. Subdivisions a. Tentative tract or parcel map 250.00 plus $1.00 for each parcel or lot b. Final tract map filing 50.00 c. Final parcel map filing 50.00 d. Plan check fee for final maps 3.00 per lot or parcel e. Reversion to acreage 250.00 (Ord. No . 6 51) f. Certificate of Compliance 100.00 (Ord. No. ) 4. Sanitation District Fees a. Regular Connection Charge - a charge for con- nection to a sewer opened by the Sanitation District or a sewer discharging into a District facility. 1) Single Family Dwellings (R-1) $250.00 per unit 2) Multiple Dwellings 250.00 per unit 3) Commercial, Professional or Industrial 625.00 per acre with $250.00 minimum b. Trunk Connection Charge - a charge for a direct connection to a sewer owned or maintained by the District, plus regular connection charge above. -22- 1) Single Family Dwellings (R-1) 2) Multiple Dwellings 3) Commercial, Professional or Industrial Sanitation District Ord. No. 715 ) -23- $ 6.00 per front foc with $400.00 minimum 6.00 per front foc with $400.00 minimum 10.00 per front foi plus $625.00 per acre. PUBLIC IMPROVEMENTS PLAN CHECK AND INSPECTION FEES FOR CURB AND GOTTER, SI.DNALK _. .� _�.._ AND PAVG���FcaT 'A" CURB AND GUTTER Fee Per Square Foot Lineal Feet of Curb & Gutter Fee Per Lineal Foot 0-99 -------------------------------------------------- 0.36 100-199 -------------------------------------------------- 0.31 200-299 ------------------------------------------------- 0.26 300-399 - - w - - - - w - - - - - - - - - - - - - - - - - - - - - w w - - - - - - w - - - - - - - - - - - 0.21 400_499.----------------------------f-_--w--w----w------- 0.17 500-999 -------- _----------------- ----------- --------- 0.13 1000-1499 ----..-----.n._..r.....__.—.r----w----- -------------------- 0.115 1500--1999---------------------------�--------------------- 0.105 2000-2499 - - - - - - w - - - - - - - - - - - w - - - - - - - w - - - - - - - - _ - - - - - .- - - - - - - - 0.10 2500--2999 ------------------------------------------------- 0.095 -- -. ---- 3000-3499 ------------------ ----------- ------ ------ 0.09 3500-3999---wr....+.M-----r-----w_-----.. --..----r...►..._... -----_.---_._ - 0.055 4000--4499 ------------------------------------------------- 0.08 4500-4999 ------------------------------------------------- 0.075 5000 or more ---------------------------------------------- 0.Q7 T._�"B+� JSIDLVIALK)- .'SuareFeet of Sidewalk Fee Per Square Foot 0-199 ------------------------------------------------- r 0.08 200--399 ------------------------------------------------- 0.07 400--599 -------------------------------------------------- 0.06 600-799 -------------------------------------------------- 0.05 800-999 -------------------------------------------------- 0.Q45 1000-1999 -------------------------------------------------- 0.04 2000-2999 ------------------------------------------------- 0.035 3000-4999 ----._---.-----....r.._w_....---._...-...--------_._r-...w_ w.. - ---- 0.03 5000-9999 -- ------ _--_..-_..-._._..----r_.w_.......------------_.-_..w....._--- 0.025 10,000-199999 ----------------------------------------------- 0.02 20,000 or more ---------------------------------------------- 0.015 TA fir_. ��C« (PAVEMENT)� Suar-e Feet of Paveir;Ant Fee Per Square Foot 0.199 ...-ww.�____________________ .-- --------------------- - $ 0.07 200 -399 -w -w-.- - -._.-----------------_ -------..------------- 0.06 400-599__--___----_-_--___------w---.--_w-----w---------__ 0.05 600-799 ------------------------------------------------- 0.045 800-999 1 -------------------------------------------------- 0.04 1000-1999 ------------------------------------------------- 0.035 2000-2999 ------------------------------------------------- 0.03 3000-49.99 ------------------------------------------------- - 0.025 5000-999.9 ------------------------------------------------- 0.02 10,000-19,999 ------------------------------------------------ 0.015 20,000 or ►;,ore ---------------------------------------------- 0.01 6 7 IJI I 10 11� i 121 13 A 15 16 17 a q too 44.. AN UiZDIdJi14'CE OF THE" CITY O 77U:iTI14, C,ALIF'OPIMA, AI'• E14DINC, ARTICLE 8, I3UILD11"< R1:1C-j-C1L1►T1014 S, OF THE TUSTIN CITY CODE A111) Ar E4`jD1!V`G 01RI rIXICF: INO. 755 The City Council of the City of Tustin, California, does ordain that Ordinance No. 755 and Article S, Building R"egulit ions, Tustin City Code, 11 is hereby amended as follows: 1. Building Code -1, Chapter 1 is, hereby amended to read as follows: AIkTICLL 8141 M�II�1• . 4��4-wrM�rr "l.. 01' THE1976 UI11 01;0.1 COD ......�0al . eft' The 137E edition of the Uniform Building Code, is hereby amended by adding the follvwinq new chapter to read as follows - .10 41: SECURITY Sections 41.01. Purpose 41.02 Scope 41.03 Limitations 41.04 Definitions 41.05 Keyirg Bequiro-n tints 41.06 Fri-gimes!,7�-j�nr�sfSLri.3:c'slilnres 41.07 Windows and Sliding Glass Doors 4103 Garage Type Door s --Roll. i.ng Overhead, Solid Ovflrhr-id , Swinging, Sliding or Accordi.an Style 4103 Special Residential Buildinq Provisions 411.0 Special Cor«mercial Buildinct Provisiun�, Ot:2c:r_ th;,:n Type PZ -1, R-3, and 11.1-1 41.11. 'rests 0 Q 41.01 Purpose. The purpose of this chapter is to 1) ovide inimum standards, as► required in Section 14051 of tic.: California Ice: -A Code-, to safeguard property and Public welfare by regulating and controll.i.nq the design, construction, duality of materials, use and v :cupancy anc:t m inten-ince of all buildings and structures within this city and certain equipment 23 specifically regulated he. ein 2 4102 Scope. The provisions of this chapter shall apply to new CC'JI1;;ti"Llc tion, "-nd construction to buil,.dlinr4:: or stru^.4,.:tires to which r3:.dj.t1oI1 25 ' alterations or rcDairs are made except as provided in this chapter, =hen additions, alterations, or rep,_:iirs within any 12 month period 26 exceed 25 percent of: the value of the exi sti.nq buil.di nq or structure, such building or structure shall be made to conforim to the requirement-, of this chapter. When additions, a1.tcrations, or replAirs within any 12 month 7 period do not exceed 25 percent of thel value_ of the existing building or structure, only the new construction shill be required to conform with the 28 requ i ru�tients of this chapter. 29 30 �L. 32 4103 Limitations. Any building as defined in this code and Title lg w California Administra,Ave requi.r ng special type releasi.nq, latching, or locking devices, other thzin described therein, stall be exempt fro.m the provisions hereof rcic-iting to locking devices of interior and/or j exterior doors. 3 4 5 6 7 9 10 11 12 13 14 15 161 17 19 20 i .22 f 23 i 2� 25 26 27 28 . Z 29 c 30 ,41104 Def lnitions. toAP ,'ROW.'OD" means approved as meetijjq the requirements of this chapter by the enforcing alItllo.rzty or its authorized , a ents or agents, by other officials designated by law to give approval on a particular matter dealt with by the provisions of tIIi:-� c11t�1�ter with xcclard to a given material, mode of construction, Piece of e Uzi m . q � ellt or device. "AUXILIARY LOCKING DEV" CT"I is a secondary lockin system added to the primary loc%.in system to Provide security. y g � p do additional security. "BOLT" is a Metal. bar %,hich, when actuated, is pro 'ected (or "thrown") either horizontal) vertical � Y or 1.y into a retaining member, such as a strike plate, to prevent a door from moving oro opening, 9. "BOLT PROJEC T IO14 (OR BOLT Ti iIZ��;�r') " i, s the distance from tile edge of the door, at the bolt center line to the f • f farthest point on the bolt in the projected position, when subjected to endp ressure. "BURGIARY RESISTANT GLAZING" riearls those materials as de- f fined in Underwriters Laboratories Bulletin 972. "COMMS- RCIAL BUILDING" is a building, or structure thereof ,, used for a purpose other than for R` 1 t R -3 ,p f•i-- I use-)ge , i "CokiPOt1ENT" , �� s d i s txri u i. �� . ± g ed frcr� a part, is a subassembly which combines with other: co-rponents to :sake tip a total doer or window asse.r,bly. For example the rimar� p comporien -s- of a door as: embly include door, lack, hinges,ja..mb/wall., jamb/�:trike and %,.all i ii "CYLINDER" is the suba,sc bly of a loci: containi nq the cylinder core, tumbler rqecJIan4 - sm � �. _ r and t,r�� . }.e���,i} . A double cylinder lock is one which has a key -.actuated cylinder on both the exterior and interior of the door. CYLINDER CORE OR CYLINDE. R PLUG"is the central part of a cylinder containing the keyway, which is rotated by the key tooperate the lock mechanism, � "CYLIt4IllLR GUARD" is a hardened metal ring or plate sur- rounding e sur rounding the otherwise exposed portion of a cylinder lock to resist Cutting, drilling, prying t pulli.zlg, or 'Wrenching with common tools "DEADEOLT" is a lock bolt which does not have a spring action as opr>osed to a latch bolt, which does. The bolt must be actuated by a key and/or a knob or thumb turn and when projected becomes locked against return by end pressure, "DEAD LATCH" is a spring actuated latch bolt havinga beveled end and incorporating a plunger w;lich wh rzaticall locks the projected l en depressed, au to -- Y pro�c.Gted latch bol against return by end pressure. "DOUR ASSEMBLY" means a unit composed of a grow of arts or components which make u a closure for a a p P p p �• �, �-�• �ye��ay through, a wall. For the purposes of this chapter, a door assembly consists of the following parts.0 doors; hinges; lockinq device er_ devices o er t' • p a i. o.l contacts (such . as handles, knobs, push pl -ites) j 1:11;cellaneous hardware and closures; the frame, including the head, threshold, and jambs � plus the anchorage devices to the surrounding will. (Md a rtion of the � -� � sur grounding wall extei��di..ng 36 inches from e,-�ch side of tale jambs and 16 C; N 3 5 6 7 8 9 10 11. 1 1.3 14 15 �.s 17 18 to 20 22 23 25 261 27 28 29 30 31 321 "DOUR S?r011S" are the projections along the top.. and sides of a Moor jamb which check the door's swinging ac: tion. "DOUBLE CYLINDER DEADBOLT" is a deadbolt which can be activated only by a, key on both the interior and exterior, "FLUSHBOLT" is a manual., key or turn operated metal boltit normally used on inactive door (s) , that is attached to the top and bottom of the door and engages in the Bead and threshold of the frame.. 1 "FULLY TLOMPERED GLA��I21G" morins th?o >e materials meeting or exceeding ANSI Standard Z 97.1 - Safety Glazing;, "JIV01' is the vertical meizibers of a door frame to which the door is secured. "JAMB/STRIKE" means that carhponerit of a door assembly which receives and holds secure the extended lock the strike and jamb used together are considered a unit. "MAW WALL" is that component of a door assembly to which a door is attached andsecured- the vale. and jamb used together are considered a unit . "KEY--IN--KNIOWN is a lock -set havi.nq the 'key cylinder and other lock i mechanisms contained in the knob. i "LATCH OR LATCH BOLT" is a beveled, spring --actuated bolt, which s may or may not have a dezcilovkzng device. "LOCK OR LOCKSr-T" is a keyed device (con.-pl.ete with cylinder, ! latch or deadbol.t mechanism, and tris a such its knobs, levers, thumb turil;s, escutcheons, etc .) for securing a door in a closed position against forced } entry. "LOCK114G DEVICE" is a part of a vendow or s 11ding door assembly which is intended to prevent movement of the movable sash or door. • "PANIC HARllVIARE. " is a bar which e::tends across at least one half the width of a door leaf , which will omen the door is subjected to j pressure. This pressure shall not exceed 15 pounds if appl _ed to the releasing device in the direction of exit travel, These bars shall be placed at heights sutiabl.e for the service req_ uired, . not less than 30, A. - not more than 44 inchea above the floor I "PART", as disti.nguish"d tFrom cor,tponent, is a unit Cor subaasemblyj wi3ich comk,i.nes with other units to shakeup a component. I " PMS WZY D1`0'VICE, " is the s.inqle lac -king system on a door or window unit whose function is to prevent unauthorized intrusion. "PAIL" is the }horizontal marcher of a sash frame. A meeting rail is one which mates with a rail 1 of another sash or frzLm. ing member cf th.c window frame wh _n thic sash is in the ca.....ci position. 9#SAS11" is an assembly of stiles, rails, and, sometimes, mullions assembled into a single friame which su,)ports the glazing material. A fixed sash is one which is not intended to bo apened . A movable Nash i. -s- intended to be o e E � ned "SILL" is the lowest horizontal member of a window f rarr.c. 9i 10 i 12 13 14 15 JC-) 3.7 i8 19 20 21 ,22 23 24 25 26 27 28 29 30 31 32 "SINGLE CYLINDER DEADBOLT iS a cleadt�ol.t lock which is activiated frohl the exterior by a key and from the interior by a knob, b�-turn, lover of similar Mechanism. thum '+SOLID CORE DOOR" means a door composed of solid wood or compressed wood equal in strength to solid wood construction. "STILE". is a vertical frarning member of a window or door. A meeting stile is one which mates with a stile of another sash, or a vertical framing member of a door or window frame when the sash is in the closed position. "STRIKE" is a metal plate attached to or mortised into a door jamb to receive and to hold a projected latch bolt and/or deadbol t I n order to secure thie door to the jamb. "S'WINCING DOOR" means a door hinged at the stile or at the head and threshold* "U.L. LISTED" Means tested and listed by Underwriters Laboratories, Inc. "VM1'4L)0W ASSE"MBLY" is a unit com.4,posed of a group of parts or components Vaich make up a closure for an opening in a wall or roof (in- cluding the anchorage) to control light, air, and other elements. ".WINDOW F RAME'l is th ;t part of a window which surrounds and supports the sashes and is attached to the surrounding wall. The m& embers include side jambs (vertical), head jamb (upper, horizontal), sill. and Iain 1 ions 4105 Keying lZeauircments. Upon occupancy by the owner or proprietor, each single unit in a tract or commercial deve1op::;cnt, constructed under tile m e sae general plan, sha31 have locks using combing-- tions Nahi.ch are interchange free from locks used in all other separate dwellings, proprietorships_ oz similar distinct occupancies. This specifi- cation is intended to prohibit master keying. 4106 Frames/jam bs/Stri kesjHinges , Installation and construction of frames, jan.ws, strikes and hditcfiE,s shall. be aso ows- (A) Door jambs shall. be installed wit�i solid backing in such a manner that no voids exist between the strike side of the jamb and the frame opening for a vertical distance of six (6) inches each side of the strike. i (3) In wood framing, horizontal blocking shall be placed between studs at door lock height for three (3) stud spiaces each side of the door openinq:. Trimmers small be frill length from the header to the floor with solid backing against sole plates. (c) Door stops on wooden jambs for in --swing doors shall be j of one piece construction with the jan-b. Jainj.)s for all. doors shall be constructed or protected so as to prevent violation of the strike. (D) The strike plate for deadbol.ts on all wood: framed doors shall be constructed of minimlun sixteen gauge steel, bronze, or brass and secured to the jt-uab by a minimum of two screws, which moat penetrate at least two (1) .iliches into solid backin�l beyond tale surfaec to which Lile strike is attached. _4_ .L j 2 3 5 6 7 13 �.I4 16 17 18 19 20 21 22 23 24 25 2C 2i 2€ 2c 3( 3: (��•) �ii.ng e� out:��r��►�� �..t1.� c.o��r .� .,ial.�.., -r—rl 11C111— far �. r rncchanical interlc�c): to preclude removal of the eem0vable hinge pills or a .i oo r f roil tete exterior by re-mov inc3 the h irly e j3ins . 4107 windows and Sliding Gla_» �� moors. The following rec�uire- �. slants must be met for windows and slid.11 19 glass Qoarss (A) Except as otherwise spe-if ied in Section 4109 (Special • - Provisions) and 5ectie.i 111.10 (Special Commercial Building 1Zc,ident�.a1 �su�.�.d�ny Iso �- ) �. c lass doors shall all openable exterior windows slidi.n ai�c� j q Provisions), l with the tests as set forth in Section X111].. comply • not be used widen any portion of the (�) Louvered windows shall horizontally •• ass than twelve (12) feet vertically or. six (6) feet. window ndow �. s less from an acc.essllule surface or any adjoirlitlq roc�i , balcony, landing, stair tread, platform or similar structure. ead , Solid Over. ilead , Swing i-nq , 4108 Gar aq e Type lloor s --;to l i nq �?verh..�.. •..�_ _._.�.-.-..._,_..,...�........�.,.._..,.....�.._�-- -. �.. _ ....__,.....,. • dial style. The above cicscriL.�w•d doorsshall conform to the Slxd�.ng or hccor Y fol.lowi_rig standards doors seal l have par•cls a minimum of five -sixteenths (A) Wood inch in thickness with the 1.ockinq har-6ware being attached to the support framing* (5/10) ! rlinuzn doors shall L)e a minimum, thickness of .0215 inches (B) l� l to and riveted together on eighteen (18) inch cell tens alone? the outside seams. . ,1 ftill width horizontal beam. attached to the slain door structure x �iere shall b.. a •pilot,or. pedes, ri.an access, door framing within, three (3 ) t�:iich svIall m et the - the strike arca of 4-110 pilot or pedestrian access door. inches of i lass doors s1�a11 have panels a mini_r�tun density of .six (C) Fiber yc (6) ounces per,. square foot from the bottom of the door to a height o :even 1 Panels above seven (7) f eet and riancl s in residential. structures density of not less than f .i.ve (5) ounces per scxuare f aot . i shall have a Y 4 (U} Overhead doors shall be e?u i ped with bolts -,which ,hall. ;,e i' �' padlocks with a mi .Jmun nine thi y-ty-sec.on�s (0,/32) inch capable of util i..0in I shackle. utilizing a cylinder lock shall have a minimtz.�n five C5) (�} Doors bar extendin into the receiving P in tur:Ybler operation with the bolt or lock, i ng c3 t guide a minimum of one (1) inch. �.� Doors t1lat e:lceed sixteer2 (16) feet in width . shall have two i ( } pints or, , ii t y door do es not exceed ninet-ec�n (10) feet, (23 lock receiving p ' . • ,�, �c: cei�►ter v�: ti:e door with the locking ' a single bolt may be used if plac.c.0 �a� t1 point located either in the floor or door f rar;ie header* i r . , }fall have a frame a m.inicnum of .1.20 (G} Slide bolt asser.�blies s r thickness, a bolt diarieter a mInii:1{l: i of pile --half (1/2) inch and �.ItGhes 11'1 t�"11C}�tZ f � least t o3:e c�T2� one-half (lis) inclic�s iiitQ t1:e �: eceiving clu icie . r'1 i protrude at lea eic ht�zs (3/3) incl may be tired in a residential building, bolt diameter of three-� 32 rc�e S bolt a sse-inbl ie s shall. be attdched to the door with bolts Slide � which are r.oTIx'eitlovt.tbl. e from the exterior. 1�ivets s1iall not be used to attach such assemblies. . t� �adlack ► used with exterior moll slide bolts ;hall have a �• rtC};le a rzinimu:� of nine tilirt f--:�econfis ((9/32) inch in diu:net�:r hardened stccl i a ' ke 1 too locki.Tic and a ralniF�t .:� five; pinn tu►�:��lc..operatioi.i. Z�ie y w�.tr. heel �-tt�d t .3 shall be non -removable when in an position* 3 511 6 7 9 10 11 Via.. 2 �:L 3 i 14 11 5 .16 17 19 0 22 23 24 25 26 27 28 29 30 4109 Sp _ _ _ - ._ . i The fol lo;�irq ecial I�c�A�identi�-�1 �«ilc?ir:q I'r��vis:�.i.ons, .�� 11 in s (It -1 R-3 and :1111Ay to C111 rei,� zltialdwE sseqial pzovi:ions5h�t I f. (A) Except for vehicular access doors, all exterior swinqi.nq doors of any residential buildi nd anAd attached enclosed c;arages, i.nclvdinc� the door leadinc3 fznr;T the coracle area into the dwelli.nq unit, shall. be equipped as follows: 1. All woaA doors shall be of solid core construction with a minimum thickness of one and three--four_ the (1--3/4) inches, or with panels not less than nine --sixteenths (9/16) J.nch thick.. 2. A single or douI)je door shall be equi.pped with a double or single cylinder dear}7z�lt having- a mini.;rjjn, projection of one (1) inch and an embedment of at least three --fourths (3/4) inch into the strike receiving the bolt. The bolt shall be constructed so as to resist cutting tool attacks. The cylinder shall have a cylinder g114-Ard, a minimum of five (5) pin tumblers. and shall be connected to the inner_ portion of the lock by connecti.nq screws of at least one fourth (1/4) incli diameter. (The provisions- of the preceding narft�rac;h (Io not uppl-1 where panic hardware is required or aneq equivalent device is ar-)nroved by the enforcirq authority, Further, a dual locki.nq mechanism, constructed so that both the deadholt ani latch can be retracted by a si.nc le action of the inside door knob or lever, may 7r; sti �stitut ed �x`ovi.cic'cl it nteets �l other speci_1.ficatiol}s fc�r. ].oc�%. d- ..C��J. ) 3 3, The inactive leaf on metal. frame double doors slit -ill be equipped with flush bolts having a minimum Pro:iecti.c : of (5/8) inch at the to > incl bottom of the' leaf . on worm fr_ ame double door_ s the projcction �" shell be a minimum of one (1) inch. 4, t l_azinq in exterior doors or within forty (40) inc-hes of a doer locking mechanism shall be of fu? l_t., temnerc:d q l a ss or rated bilralary resistant giazinq, except where double cylinder deadbolt s are installed. 5. All front exterior d(Yjrs shall he equipped with a wide alp le (1200) door viewer, except where clear vision panels are installed. t 9 i (13) Street numbers and other identifying data shall be displayed 1 as follows--, 1, Every dwelling LTni t shall cAisplay a street number in a pro anent location on the street side Of tr,c, residence in such a position that i i the ri:rmi:-er is e��sily visil;l.e to apprc���c}long e'Tic'r Tf',,cy vetla.C1E-s. The nu-Aerals shall. �;e no less than three (3) inches in heic:ht ��nd shall he of a cor�t�'astir.q color to the background to w}sir:;} they azc attached and illuminated durinq hours ! of dar}:ness. } ' 1. be Eyosit�olied at each entrance of cacti R--1 2., There s is l occupancy complex an illuminated dinar;=:gat i c repr. es-ent at. ion of thQ comnl ex wwhich.r, shows the location of ethe vi►A er iit:ci the unit designr-Tti.ons within the 1 complex. In addition, Pach individual unit within *the complex shall display 1 a prominent identification number which is cIL ,ily visible to approachin-; -velzi.cular and/or pedestrian traf f ic. (C) Liclhtinq in I? -1 type oc:cupancle , shall be as follows: 1. Aisles, passaueways, and recesses related to and within L t' l;�cateC1 with an intensity of at ICast .25 the buildinq complex shall be i Y footcandles at the ctr_ound level durinq the hours of darkness. Liqhtinq devices ��.� I I 1..� .�,��+-�„,��,A f,'t, ..►a,1--S,f).r nnri vnnriali r.m rP_c;irtt covers. l 51 10 11 .12 15 16 37 i8 .. �.. 9 20 21 22 23 24 Opcsl parking lots and carports shall be provided with a maintained milli.mum of one (1) footcandle of light on the parking surface during hours of darkness. Lighting devices s call J)e protected by vandal resistant covers. These lig}iting devices shall be automatically energized during hours of darktic.ss . 3 ; Mach residential unit of ��-- _ type occupancies shall have an enclosed parking spactu. with a garage door equipped as in Section 4108 of this chapter. Other th��ri Type 4110 Special Commercial F3<�i-�di :��; PY--visions, sY-w.+_Y�i�►...�+tea �.� r \.r.•r �-1 � M'�.. ti- A_ _�r�IMr r� s wIr ♦rf✓�. ��. ��ry����' • -• 1 M,Y. - � �, �+1�r' i - Y' �.� wv+-rte . --3, and M--1. '. he following special Prov.islons ,��all amply to commercial � Kl , IZ buildings All exterior swinging doors shall be equipped with a double or single cylinder deadbolt. The bolt sl 0,1 have a ictilliRlum pro s ccti.oli of one (1) incl and will have an embedi:tent of at least three--quarte.rs (3/4) inch into the strike: receiving tl-ie bolt. The bolt shall be constructed so as to resist cutting tool attacl:s . The cylinder- shall have a cylinder guard.. a minimum five p of fiin tumblers and shall be connected to the inner portion . OF the lock by connecting screws of at least one --quarter (1/4) inch diameter. (Tire provisions of the preceding paragraph do not apply where panic hardware is required or an equivalent device is approved by the enforcing authority.) ($) wood doors shall be of solid core construction and have a minimum thickness of not less than one and three --fourths (1-3/4) inches. (C) 1Iol.low metal doors shall b�_, constructed of a minimum sixteen (16) u.S, gauge steel. and have sufficient reinforcement to Maintain the de-- signed thickness of the door when any lodevice is installed; such re- inforcement _ e- • f r -eme:nt being able to restrict coll.apsir-g Of the door around the locking � �, n o device. i «- �' - �' equ 1.. ppCd (U) The inactive leaf on m,e mal frame double door. shall. i_�.. ��it:� flush bolts havirig a minim-tmi projecti.or of five-eighths (5/8) incl at tyle t, -Op nd bottom of the leaf . On �4�oc�cl f rar-le doers the projection shall. be a i► � a I' minimum of one (1) i nCh . 25 25 27 • i 28 29 30 31 f' ^ s i� (E) Double doers shall have an astragal constructed of steel a minimwa .1.25 inch thick which Will Cover the oi,c-:ni.ng between the doors. The astragal �-tra al shall be a minimum of two (2) inches wide and extend a minimum of one (1) inch beyond the edge of 'the door to which it is attached. The astragal shall be attached to the outside: of the active door by welding or non--zemotrable bolts spaced apart on not more than ten ( 00) inch centers. (F} Any glazing utilized wit'riin forte (40) inches of any locking n chanisra on a door, other than a double cylinder deadbolt, shall be secured I � as f of Lows ; 1.. Fully tempered glass or rated burglary resistant glazing; or {2, Iron or steel bars of at least one-half (1/2) inch round or one inch by one-fourth inch (1" x 1/4") fiat metal, spaced not more than five (5") . inches apart and secured on the inside of the building; or 3. Iror, or steel drills of at least ane -eighth (1/8) inch metal with a maximum two (2) inch mesh, secured on the inside of the building. W-7 - 2 3 4 5 6 .7 8 9 10 11 �.2 13 14 15 16 17 18 19 -20 23 24 25 26 27 28 29 30 .32 Items two (2) and three (3) above shall not interfere with the- operation of opening windows if such windows are required to be openable by this code. (G) Aluminum frame swinging doors shall conform to the following 1.. The jamb shall be so constructed or protected to withstand 1600 pounds of pressure in both a ver tical distance of three (3) inches and a horizontal distance of one (1) inch each side of the strike, so as to prevent violation of the strike. 2. The bolt pro jec tion shall be a mi.niMu,-n of one and one- half (110 inches; or, a hook shaped or similar bolt may be used as long as it engages the strike sufficiently to resist jamb spreading. (ii) In multiple occupancy of £ ce buildings all entrance doors to individual office suites shall meet the requirements for exterior doors. (I) Where panic hardware is required by this codes or Title 19, !� California Administrative Code, it sr:all be equipped and installed as 's follows: 1. There shall be a miinimum of tcso (2) locking points on each door- or 2. on single door: , panic hardware may have one (1) locking point which is not to be located at either tyle top or bottorl rails of the door frame. The door shall have an astragal constructed of steel .125 inches thick which shall be welder or attached with non-rexnovable bolts to the outside of the door.. The astragal, stall extend a minimum of six (6) inches vertically above and below tiles. latch of the panic hardware. The astragal, i shall be a minimum of two (2) inches wide and extend a minimum, of one U) f inch beyond the edge of the door; or 3. Double doors contai.ninq panic hardtrlare shall have an astragal attached to the doors at their meeting point which will close the opening between them but not interfere with the operation of either door. (J) Exterior transoms or windo .3 shall be deenked accessible if less than twelve (1.2) f ect above ground oA. adjacent to any pedestrian %-.?alk- w4�y, Accessible windows and transoms rot v�.sibl e from a public or private thoroughfare and hiving a pane or opening exceeding ninety --sir (96) square inches shall be constructed or protected as follows: 1. pully tempered or rated burglary resistant glazing shall be used; or 2. Interior or exterior steel or iro:i bars of at least one- half (112) inch round or one by one-q�jarter (1 x 1/4) inch flat steel or iron may be used if spaced not more than five -n, (5) inches, apart and secured by bolts j which are non --removable from the exterior; or 3. Interior or exterior iron or steel grills of at least one-eighth (1./8) inch metal having a mesh of not more than two (2) inches may be used if secured with bolts which are non-y..eiiiovabl.e from the exterior, 4. protective bars or grills shall not interfere with the opening of the, windows if required to Lc openable by this code. or other code: requirement. AC r 2� 3' 5 6 7 8 9 10 11 12� 13 14 15 16 17 18 19 20 21 22 23 24 25 26 2'7 28 29 30 (K) Roof openi liq s or skyl iglits shall be secured as follows: l.. Glazi.nq silan be rated burglary resistant or fully tempered glass; or 2. Interior steel or iron bars Of at least one ---half (1/2) inch round or one by one-quarter (1 x 1/4) inch flat steel or iron ifl y be used if spaced not more than five. (5) inches apart and secured by bolts which are non --removable from the exter for f or 3. Interior iron or steel grills of at least one --eighth (1/8) inch metal having a mesh of not riare than one (1.) inch may be used if secured with bolts which. are non --removable from the exterior. (L) All hatchway openings on the roof of any building used for business purposes shall be secured as follows: 1. If the hicitc:hway is of wooden material it shall be covered on the inside with a minimum sixteen (16) gauge sheet metal or its equivalent, attached with screws. 2. The hatchway shall be secured from the inside with a slide bar or slide bolt. The slide bar or slide bolt shall automatically release when accuated by smoke or heat f rori. a Fire. 3. outside hinges on all hatchway openings shall be pro- vided with non --removable pins and shall use non--reinovabl.e screws for mounting. (Ai) All exterior "air duct or -air vent opcjli.ngs exceeding ninety- six (96) square inches shall be secured by one of the following means: I 1.. Iron or steel bars of at least one --half (1/2) inch round or one by one --fourth (1 x 1/1) inch flat rectal, spaced no r:tore than five (5) inches apart and secured by bolts which are non--reinovablc fro. -it 'the ` exterior; or 2. Iron or steel grills having a minimul-n thickness of j one-eighth (1/8) inch, a mesh of not store than one (1.) inch, and secured by c• bolts which are non -removable from. the exterior. 3. The above i:iust not interfere with any venting require -- 11 mments (14) Permanently affixed ladders leading to roofs shall be covered with sheet metal to a height o1- ten (10) feet. I f the ladder pra- t.rudes more than six (6) inches from the building the sides must also be covered with sheet metal. The covering shell be locked against the ladder by means of a case hardened hasp, secured with non-r(..movable bolts or screws. If hinges are of the pi.ntype they shall be equipped wit'z non -removable pins. Padlocks shall have hardened steel shackles, heel and toe locking, a minimum five (5) pin tumbler operation and a non--runovable key when in an unlocked position. (o) All exterior corte.niercial doors shall be illuminated with a r:�i.nimum of one (1) footcandle of light. Such liclhts shall be maintained during hours of darkness and be protected by vandal resistant covers. (P) Open parking lots provic inq more -han ten (10) parking places and for use by the general pubii.c: ;l�al.I. be provicfc;d with a maintained minimum of one (1) footcandle of light on the parking surface f roril dusk until. A_ :.. — A- -- L. I ... ..� A. » I r . W% r- r• A t V. r, Y t s r V ! Z -I • / l 2 41, 5 7 9 10 h 12 .13 �z 15 16 J, 7 18 9 20 22 FJ V 25 26 27 28 29 �0 31 ( � '.very commercial bfiildinci shall display an address number in a prominent position so that it small h(--beasilyvisible from the :street. The numerals in these nun.bers shell he no less than six (b) inches in height, of a color contrasting to the background and located so that they may be clearly seen and read. Any bulsiness which affords vehicular acccsc; to the rear of the building through any driveway, alleyway or parking lot small also display the same numbers on the rear of the bui ldinq. 41.11. Tests. (A) It shall be the res,t�onsibility of the owner, or his designated acjent, of a buildinci or structure f'al ling within the provisions of this chapter to provide the enforcing authority with a written -specification performance test report indicating that the materials utilized meet the mini- mum requirements. (B) Whenever there is insufficient evidence of compliance with the provisions of this chapter or evidence. that any material or any ronls':ruction does not conform to the rerTuirer^,ents of this chapter, or in order to sut. stanti. ate claims for alternate materials or nethods of construction, the. enforcing C,utheri.ty may require tests as proof of compliance to he made at the expense. of the owner or his agent by any agency which is approved by the enforcing authority. (C) c p€;ci.mens shall. ht -_Y r. ev3resentative, and the construction a�iall_ he verified by assembly drawings and bill of materials. T:lo coninlet-e .sets of manufacturer or fabricator ins -l -- al lation instructions and full size or accurate scale templates for all items and hnrclware shall be incliidr cd. (D) Tests for sliding glass doors shall be conducted -is 1' follow I, The construction and siAze of the test door assemblies, jambs and headers, and all hardware componer- is shell be represetitati.ve of that for which acceptance is desired. Thi door assembly and mounting in the Support fixture shall simulate the rigidity ncrrnally provided to a door asseirnbly in. Ca building by the ceiling, floor and walls., 2. Sample doors submitted for testing shall be glazed Panels shall be closed and locked with the primary locking device only. 3. Tests shall he performed on the samples in the ' following order: TEST A. With the pr,)nels in the: test position, a con- centrated load of 800 pc:}undo- shall be anp? i.ed to t?.e vertical pull. stile in-- conporating a locking device, at a point on tine stile within six (6} inches I of the locking device, Jin the direct4Aon paralle.1 to the plane of the qla -s that would tend to open the door. With t1,e load removed, determine. if the primary Locking device can be unlocl.ed by m,=inipulation as described in Test If TEST B. (1) With panels in the test position, a concentrated load of fifty (50) pounds shall he applied to the vertical pull stile incorpor- ating a locking device, at a point on the stile lvii tin si.x (0) inches of the locking device, in the. direction parallel to tale pl arle of the glass that would tend to oxen the door while, sitmilta.nie%ou ly, sn lid(ii.t.i.onal concentrated load of 200 pounds is appli.ed to the szurne area of the ,.r rie stile in a direction per- pendicular' to the plane of ctl-ass toward the interior side of the building. With the load applied,, determine if the primary locking device can be unlocked by rmanipulati.on as directed in Test H. 3 3 4 5 6 7 .8 9 10 11 12 13 -14 15 16 17 �.8 20 ,22 23 :.2 25 26 27 28 29 30 31 32 TEST Ce (lj with the panchl.s in the test poli ition, a concentra- ted load of fifty (50) pounds shall he aPPl i.ed to thever. tical pull stile incor_ poratina a loc}:inq device, at a point ntl the stile within six (6) incthns of the locking device, in the direction pZi allel to the plane of the ql ass that would tend to open the door while simultaneously, an additionz-11concentrated toad of 200 pounds is applied to the same stile in the direction perpendicular to the plane of the q l a s s to,rrard the ex ter i or side of the door. With the load applied, determine if the primary loc��inq clew ice can be unlocked by manipulation as described in Test 110 (2) Repeat Test C (1). stibsti_tuting 8030 pounds for the indicated fifty (50) pounds. Perform the manipulation tests with the load i removed„ TEST D. With the movable panel lifted upward to its full limit within the confines of the door frame, a concentrated load of 800 mounds shall be anpl ied separately to each vertical pull stile incorporating a locking device, at a point on the stile within six (6) inches of the locking device, in the direction parallel to the pliane of the glass that would tend to open the door„ With the load removed, determine if the primary locking device can be unlocked by manipulation as described in Test 11. TEST E (1) With the movahl.e panel lifted upward to its full limit within the coniines of the door frzimc!, a concentrated load of fifty (50) pounds shall he applied to the vertical. T-ihl_l Mile incorporatinq a locking device, at a point on the stile wi.thin six (6) inches of the Lock i. ng device, in the direction parallel to the. plane of the glass that would tend to open the door while, simultaneously, an concentrated load of 2(3Q rc�iin:3G is applied to the st-me area of the same stile in thn direction perpezhdiculp r to the plane of the glass toward the interior ride of the door.. With load applied, det;ennine if the primary loc};il,q device can be unlocked by manipulation as described in Test 11. (2) Repeat Test. E (1). substitutinq 800 pounds for the indicated fifty (50) pounds, Perform the. manipulation tests with the load removed. I TEST F. (1) :moval'Oe panel lifted upward to its full Limit within the confines of the doer nai:el , a concentrated load of fifty (50) pounds shall be apnl i ed to the 1.Te r t i ca l s �. i l e i r corporat i. nq a lo,,'.,r. i. n^r eev i ce at: a point an th^ t.i.le ter ithi. n Si of the locking device, in the direction parallel. to the plane of. class t':ut would tend to open the do, -)A---- while. simultaneously, an additional concentrato;l , oad of 200 rounds is apPlied to the same area of the same stile in tiie direction perpendicular to the pl--Ane of the glass toward the exterior side of the door. With the load arplied, deter -- mine if the primary locking device can be unlocked 1 -Dy manipulation as described in Test ii. (2) Repeat Test F (1) , subrtittitirsq 800 pounds for the indicated fifty (50) pounds. Perform the manipulation tests with the load removed. . TEST r. For inside sliding doors, repeat `.Gest D, while simultaneously appl.yinq a conc_e:ntrated l oz- d of fifty (50) Pounds at the encs of the rty)vable bottom rail neer the npet inq ,t i l r. s inward. For outside sliding doers, repeat `fest D? while, simultaneons.1y, applyincl a concc nt:r at.ed load of fifty (50) pounds at the end of the It e lx)ttom rail near the meet inq stile 1 2 3 41 51 G 7 8 9 10 11 12 13 t 15 16 17 18 19 20 22 23 Aon 26 27 28 29 30 31 32 Tt:ST ti Lifts, pu s}l , pull or otherwise manipulate by ?sand the door relative to the clearances within the frame while attempting to open the door. This test shall be conducte(l continuously for five (5) minutes. Examinet 13 C' assembly e, �- n.d determina method IrInd position for inserting a tool through the assembly from, the outside so as to contact the primary locking device or the latch. Two different tools shall he used: a knife or spatula with a thin blade approximately 1./32 inch thick, not more than one (1) inch wide and no longer than ix (6) inches; and r -t piece of stiff steel wire with a diameter of approximately 1/16 inch. Determine whether it is possible to insert the wire or manipulate with either of these tools so as to unlock the door within a f i.ve (5) minute time period, TEST I., With the following tools t .1) A knife or spatula with a thin blizde approximately 1./32 inch thicko not more than one (1) inch wide, and no longer than six (6) inches; and 2) A s tea i_g:I - or Ph i. Z 1 ips screwdriver with a maximum six (6) inch shaft, Remove from the door assembly all screws, gla~:*nq beads, or other mechi-inical fastners which can be removed readily frog, the. exterior within a time. limit of five (5) minutes, Determine if the primary tockinq device can be unlocked or entry gained by manipulation as described in Test H. 4. Fixed Panels. Fixed panels shall be fastened in accordance with the manufacturer's instructions,. Tests shall be perfor -Med in the following order: TEST i1, With the panels in the normal position, a concentrated load of 300 pounds shrall be applied at midspan of the fixed jamb/ stile in the direction parallel to the plane of the glass that would tend to remove the fixed panel from the f risme ]arab pocket:. With the load appy- i^d, determine if entry can be gained by maniptiilation as described in Subr:(----,ct:ion (1)), Paragraph (3) , Test 11, above. TEST 8. With the panels in the normal position, a concentrated load of 300 pounds shall he t ppli c -d at micl .pan of the fixed jam-hsti.le in the direction parallel to the rel pane of the glass that wc.)uld tend to remove the fixed panel. from the frame jamb rocket, while, rimt2ltane;)uCly, }� an additional concentrrated load. of 1.50 pounds i_ s applied at midspan of the i fixed • tale in the direction nernendicu lar to the l anti of !faxed panel interlock' s P the glass which would tend to disenciane the mreti nct stiles. with thin load applied, determine if entry can he cTai.ne:' h,"? f► anipul�Ztion as described in Subsection (D), Paragraph (3) , Test H, above. TEST C. 1?�-ipea t Test i %. with the fixed panel lifted upward to its full limit within tie conf i.neS of the door f rade. The lifting force need not exceed 1.50 rounds at; the of the exterior face of the r�eetinq stile. With this load applied, c�.eternine. if entry can be gained by manipulation as described in Subsection (D) , Vara(iraph (3) , Test lit above. 5„ A sliding door in!=serr:bly shall fail these tests if at any time during or af.t;.cr th:! ter;t, the s-13JOin-i door t-A�;scmbl.y does not remain enr!acied, intact, anti in the closed ::nd lort:-,ositicn or by inanipttlat.inct an exposed component; car if one can enter tf�rc�u{Th tli-spl.aced or damaged portions. 6. The report shall incl tide the following i Identification of tete Samples tested; type, size, locatio:i, and number of lockini devi.cest type, location, and number of anchors; tyre. and thickness: of glazing material and an indication of whether or not the Subject: passed the test. The report. 2 3 4 J $i 10 11 12 13 _14 15 16 7 f w �3:CI�.Iltlii:�{-:, ir+r2ittC�GSnr'3 are' o.i_i33sl�.ed as follows: TYPE' A,, window assemblies incorporate one or more sashes that open by sl.idi.nq xn the plane of the wall in which the window is installed. TYPE D. window assemblies incorporate one or more framed sashes which are hinged at or near two corners of the individual sash and open toward the exterior of the wall. TYPE C. ;1i ndow a ssertibl i e s incorporate one or more sashes which open toward the interior and are hinged at or near two corners of the sash. TYPE D. window assemblies incorporate one or more sashes which are hinged or pivot near the center so that part of the sash opens into '± the interior wall and part opens toward the exterior. 1, Window assemblies shall be mounted following the manufacturer's installation inst_ruc:tions,. Install the window assembly in a } test fixture which simulates the wall construction required by Chapter 25 of thy: uniform Buildinq Code. The unit shall be fully glazed. The sash shall be closed and locked with the primary locking device only. s a. Tests for Tyq_)e A wi.ndaw assemblies shall be ! performed in the following order: TEST Aa with the sliding sash in the norms-il position, a concentrated load of 2U0 pounds shall. be applied separately to each mer, her I incorporating a locking device, at a point on the stash membvar within six (G) inches of the lockinq device, in the direction parallel to the plane of the glass that would tend to open the window. With the load removed, apply the M(Rilipulation test described in Subsection (D) , Paragraph (3) , Test ii, above. �g 20 21 22 23', 24 25 25 27 28 29 30 31 32 TEST P, with the sl.idinq sash in the normal position, i a concentrated load of 200 pounds shall he applied separately to each sash member incorporating a locking device, at a point on the sash member within aIx (6) inches of the l.ockinq device i.n the direct -,ion parallel to thf� pl��ne of the glass that world tend to open the window while, simultaneously, an 75 Pounds, is Applin -A in the sate r3rea of the z�dc�xtionai concentrated l.o��d of same rash ti. n. 'ber in the direction perpendicular to the plane of the cttass toward the interior side of the window, With the load re=moved, apply the ` - -- Paragraph t3) , Test Ft above. manic�Lil�At�.on test described in Subse�..t1.n:� �Uj , _ � + TEST C„ with the sliding sash In the normal position, a I concentrated load of 20.0 pokinds F;hall be appl it -A separately t.o each sash if merrilbez i.ncornor.atinct a locki.nc; device, at a point on the sash me-mber wit=hin f f63 inches of the 1ccl�:ir�a device in the direction parallel to the plane of the glass that would tend to open t:le window %tithil.e, sir"•.ultaneousl y, an additional concentrated load of 75 pounds is applied to the same area of the same sash memberin the direction perpendicular to the plane of the Blas toward the exterior side of the window. with the load reuioved, apply the manipulation test described in Subsection (D) , Paragraph (3) , Test If, above. TEST D, With the sli.d.inq sash lifted upward to the full limit within the confines of the window frame, a concentrated load of 200 pounds shall be applied separately to Cads sash meraber incorporating a locking device, at a paint on the sash within six (6) inChe s of the l0�ckinq device., in the direction parallel to the plane of c;la s that would tend to onen thL window. S•.i.th tete toad x:emovecl, apply the manipulation test described ,in Sub.-ection (D), Paragraph (3), Test Ti, abnve. M* 13 w 4 5 6 7 9 10 11 . 2 13 4 .15 18 19 23 25 26 27 28 29 30 31 32 TEST E. With the sl i.di.na sas=h lifted upward to the ftzl l limit wi thin the confiner. n f th(- %.ri ndow a concentrated load of 200 pounds shall be app 1 i ed separately t r) c'iirh !;tl sh riemhe r incorporating a l ock i nci device, at a point on the sash within six (0) inches of the. iockinq device, in the direction parallel to the plane. of the- (TZa�s th.zt would tend to onc�n the window, while, simultaneously, an addi.tioniil roncentri-ited load of 75 pounds is applied to the same area of the same sash nei;cher in the direction perpendicular to the plane of the (Aass towards the interior side of the window. With tine load removed, aT7ply the manipulation test dc!.scribed in Subsection (D) , Paragraph (3) , Test. It, above. TEST F. With the sliding sash lifted upward to the full limit within the confiries of the window fr,-i-Me. a concentrated load of .200 pounds shall be applies"I separately to each gash member incorporating a locking device, at a point on the sash member within six (6) inches of the lockinct device, in the direction parallel to the plaT:e of the glass that would tend to open the window while, sirtultaneously, can additional concentrated load of 75 pounds is applied to the same area of t}�e name stash member in the direction perpendicular to tho pic-ine of the cola s s tow(tr_d the exterior side of the window. With the load removed, apply the manipulation test described in Subsection (D) . Paragraph (3) , Test 11, above, TEST C. For inside sliding windows, repeat Test F, while, simultaneously, applying a concentrated load of 25 pounds inward at the end of the movable hottom rail near_ the rieetina stiff e nrnosite the lock stile. For outside sliding windows, repeat Test fwhile, simultaneously, p.p lylnq a concentrated load of 25 pounds in the same direction ars the pernendicul ar load inward at the end of the movable fx)ttom rail near the meetinq stile opposite the lock stile outward. TEST H. Perform t1 --,.e :?i ri3sseMb?y and r: c-inipul.ation test as described in Subsett:i o' n (D) , Par. at; raph (3) f Test I, above. b. The tests for Type B and C window asseinblies shall be performed in the following order: TEST A. With the swine i_nq sash in the normal position, apply a concentrated load of 100 pound's within three (3) inches of each end of the rail or stile which is onyix-►site the hi qed aisle, in the direct*ion per- pendicular to the plane of the glass that woi_ild tend to open the window. _ FEST B. Repeat Test A anci s.ini uz taneo -Isly apply a con- centrated load of 100 rounds on. the outside within one (l.) inch of the end of the stile or rail, which is opposite the hinged side, i.n a direction parallel i to the plane of the: glazing which would tend to disencaage the lock. T I:ST C. With the swi nq i_nc: sash in the normal positiont 'j apply a concentr��ted load of 200 pounds on tlie rail or stile eontaini.nq the I Locking device within six (6) inches of the lock. TAEST D. Pepeat Test B while simultaneously applying Test C. The rianipulat.ion test described in Subsection: (D), Parzigr.aph (3) . Test it, above, shall be applied in Tests A, B, and D to the sash with the load removed. i TEST E. Perform the disasr�ermbly and manipulation test as described in .subsection (D) , Pa.raq r. aph (3) , Test I , above. C . Tests for Type D vdndow assemblies F:iiall be perfot-med in the followinq order i TEST A. With the sr-i.;ji in film normal position, simul.taneousl� apply a concentrated load of 100 poujid.s within in three; (3) inches of the ends of each rail or stile which is perpendicular to the pivot skit -s in the direction a-1, - a_ .. __ .. 1 a L. -- - -3 A- - - - - A- t-- - -- - -- con-entrated load of 100 pounds on the rail or stile containi.nq the pivot 2 within one (1) inch of the pivot in a direction parallel to the pivots. 3 TEST C. Repeat Test B, applying the load to the opposite rail or stile. TEST D, with the sash in the normal position, apply a 5 concentrated load of 200 pot:ncls on the rail. or stile containing the locking device within six (6) inches of the lack. TEST Fe Repeat Test P while, :simultaneously, appl yi_nq the 7 load specified in Test Ba llcpeat Test D, :, A3(—, si.m:iltaneotisly, appl.yi nf- the load specified in Test C above. Thp- m i n ipu l at ion test de�cribed in Stibsec:t: i_on 8 (D) , Paragraph (3) , Test 11, al -Ove, shall re ani nli.ed in Tests A. H, Co. and D above to the sash with the loa-d removed. TEST F. Perform the disassembly and manipulation test as 10 ! described in Subsection (D) , Paragraph (3) , Test I, above. i �.. d. A window assembly shall fail these tests if at an-w.r time during or after the tests, the asser.►bly does not remain engac;ed, int--i.:t, and i.n the closed and locked position, or by manipulating exposed component- and if one can enter through displaced or damaged portions. e. The report shill Contain a description of the 14 j' results of the test Perf orr-ed in accordance with the test methods above. The report shell include the fo1lowincl s Identification of the samples tested; . ' type, location, and number of anchors; type and thio-,ness or cTlazing rmat:er_ i.aI and an indication of whe Cher or not the subject ect p assed the test, The rer:or. t � 16 shall also indicate at wheat point the assembly fails. The test report shall I be certified to be a true ropy by the te-stinq laboratory and shall be fcrwarded ,17 direct from the laboratory to the enforeinq authority. 18 ; 29 Dwelling, Chapter 7, Article 8700 and Ordinance 75-9, i �.9 • �s amended oy Lne addition of a new Article 8703 to read as follows r 20! ARTICLF 8703 - SECURITY j .t 2-1 i (A) At the bottom of page 11, dwelling construction under the Uniform Building Code add a new title and paragraph 'to 22 i read as follows: SECURITY 24 ! All dwellings constructed under this code shall comply 1 with chapter 41, 1976 C1 n i form Building Code, adopted by the City '25 !Council by ordinance 755 as amendec1,by this ordinance. 25 1 (B) Acid a new Section R-217, 1975, one and two family !dwelling code to read as follows: 27 R--21.7 SECURITY 28 All dwellings constructed under this Code shall comply 29 with Chapter 41, 1976, Uniform Building Code, adopted by the City Counc e l by Card i nanc e 755, a s amended by this Ordinance. 30 3. General Penalty; Continuing Violation No person shall violate any provision, or fail to comply 32 with any of the provisions, of this Code, or of any Code adopted 2 4 5 6 7 8 9 10 U. 12 13 1 15 I r 17 18 19 20 21 X122 23 s2, -A* 25 25 27 28 29 30 31 32 herein by reference. Any person violating any of the provisions I or f ailing to comply with any of the mandatory requirements of this Code, or of any Code adopted by reference herein, unless otherwise specif ied in this Code, shall be punishable by a f ine or not more than $500. 00 or by imps isonment in the City or. County Jail for a period of not exceeding rix months, or by both such f ine and impri- soriment. Each such person violating such provision or failing to comply with such requirements shall be guilty of a separate offense and each day during any portion of which any violation of any provi si.on of this Code, or of any Code adopted by reference herein, is committed, continued, or permitted by such person, shall constitute a separate offense, and shall be punishable accordingly. Provided further that each su%ch person violating a provision which Limits ' the time an act may be permitted or continued, each such period or portion thereof of which any violation of such provision is commit- ted,, continued or permitted by such person shall constitute a separate offense and shall be punishable accordingly, t In addition to the penalties hereinabove provided, any I condition caused or permitted to exist in violation of any of the F provisions of this Code , or of any C ode adopted by ref erenc-e herein sl►all be deemed a public nuisance and may be summarily abated as such by this City, and each day such condition continues shall be regarded as a new and separate nuisance and offense. (Ord. No. 612) . 4. Constitutionality If any subsection, subdivision, inion, sentence, clause, phrase J. or portion of this chapter , or the application thereof to any perso '. is for any reason meld to be invalid or unconstitutional by the decision of any court of competent jurisdiction, such deci .ion shat j` not affect the validity of the remaining portion of thir, chcapter L or its application to other persons. The City Council her e:�f declares that it would have adopted this chapter and each ;;ubsectio subdivision, sentence, clause, phrase or portion thereof, irrespec- tive of the fact that any one or mora suvsections, subdivisions, sentences, clauses, phrases, or portions of the application thereof to any person, be declared invalid or unconstitutional. f I _ f PASSED AND ADOPTED at a regular meeting of the City l Council of the City of Tustin, held on the � r �` day of i11ATTEST: I C TY CLERK MAYOR CITY OF TUSTIN, CALIFORNIA MINIMUM DESIGN STANDARDS FOP PUBLIC WOTrZ7L*,rS 7 IMPROVE MENTS CONSTRUCTED WITHIN PUBLIC RIGHTS OF 1,-3AY OR IMPROVEr,,IENTS TO BE MAINTAINED 1-7ITH PUBLIC FLP,4DS APPENDIX "C" r} CITY OF TUSTIN MINIMUM DESIGN STANDARDS FOR PUBLIC WORKS AND STREET II`HIROVEI- ENTS . All improvement work required herein is to be performed and materials. furnished by the developer at his expense unless noted otherwise and shall be performed and furnished in the strict accordance .with the applicable portions of -the la test edition of the State of Calif.. Business -and Transoor Cation Agency,, De -apt. of Transportation "STA.NDARD SPECIFICATIONS" and with the City of Tustin "STREET IMPROVE14ENT STANDARDS" and with the following supplemental minimum design standards INDEX SUBJECT SECTION NO. PAGE Curbs & gutters, cross gutters & spandrels, sidewalks & drive aprons -----r---------1. _ .2 Street sections, design widths, cul-de-sacs -------------------- --- 2 , 2 Street name signing, traffic control signs, si.gn.alination ------------------------- 3 , 3 Street lighting -------------------------------- 4. 3 Parkway tree planting ------------------------- 5 , 4 Storm drains and design details --------------- 6. 5 Sanitary 6 . Domestic water system --___w____________________8 s g Survey rnonuments------------------------------ 9. 9 SECTION 10 CURBS AND GUTTERS CROSS GUTTERS AND SPANDRELS SIDEWALKS AND DRIVE APRONS All streets shall have -monolithic concrete curbs and gutters either type A-2 or type D constructed per Street Improvement Standard .No. 103. The- type shall be as specified by the City Engineer, All curbs and gutters shall be constructed with a minimum grade of 0.40%. -Any deviation from this minimum grade requirement will require the approval of the City Engineer, Such deviation will be permitted only when engineering back up data is submitted to prove that the minimum 0.40% grade is not possible, On-site grade and import fill costs will not be considered a valid reason for reducing - this minimum grade requirement. 1e2 Concrete cross gutters and spandrels shall be constructed. per Street Improvement Standard No. 107, where required by the City Engineer. All cross gutters shall have a minimum grade of 1,00%, Any deviation from this minimum grade requirement will require the approval of the City Engineer. Such deviation will be permitted only when engineering back up data is submitted to prove that the minimum 1.00%. grade is not possible. I 1.3 All streets shall have concrete sidewalks constructed per Street Improvement Standard No. 104, with a minimum cross slope of 1/4" per foot. 164 Driveway aprons shall be constructed per Street Improvement Standard No. 108A,, 108Bv -108C,, or 108D. The standard used 0 shall be as required depending on type of development or as specified by the City Engineer. • SECTION 2.0 STREET STRUCTURAL SECTIONS - DESIGN WIDTHS CUL-DE-SACS 2.1. All streets shall have a minimum pavement section as determined by "R" value and traffi.c index study based on a 20 year life. Such study shall be made by the City or its Agent at no cost to the leve toper . 2*2 Streets shall be constructed to the widths and as detailed per Street Improvement Standard No, 101 for arterial highways and Standard No. 102 for local streets. 2.3 Curb radii shall be 35' to curb face when at least one intersecting street is an arterial highway per the City of Tustin adopted Arterial Highway System and 25' to curb face at intersecting local streets. 2,4* Cul-de-sacs for residential areas shall be designed per Street Improvement Standard No. 105A. The maximum length of residential cul-de-sac streets shall be 500', as measured along the center -- line of the cul-de-sac street, from the nearest intersecting street centerline to the cul-de-sac radius point, ii 2*5 Cul--de--sacs for industrial and commercial areas shall be designed per Street Improvement Standard No. 1058& . The maximum length of industrial and com-nercial cul-de-sac streets shall be 1.000' , as measured along the centerline of the cul- de-sac street, from the nearest intersecting street centerline to the cul-de-sac radius pointO SECTION 30 .STREET NAME SIGNING TRAFFIC CONTROL SIGNS SIGNALIZATION. 3*1 Street name- signs shall be erected at all intersections, per Street Improvement Standard No. 117, at the location designated by the City.Engineer. 3*2 Traffic control signing shall include intersection stop signs, speed. limit signs, parking restriction signs, miscellaneous traffic control signs and traffic striping. Said signs shall be per State of California and Department of Transportation standards and shall be erected within the development where designated by the City Engineer. Traffic striping and painted 16gends shall be done as and -rhere directed by the City Engineer after completion of all sealcoating. 3,3 Traffic signals will be required to be constructed where deemed necessary by the City Engineer as determined by traffic warrants_ or predicted traffic warrants. If the configuration or traffic created by the new development is such as to require modification of an existing traffic signal, such modification shall be the responsibility of the developer. SECTION 40 STREET LIGHTING 44.1. All developments will be required to annex to the Tustin Lighting District. Proof of annexation to said District will be required before final approval or occupancy of the develop- ment will be granted. 4,2 All developments shall have a street lighting system installed on I'marbelite" poles served by underground conduit. Said street lighting system shall be installed per these minimum design standards and the standards of the Tustin Lighting * Edison Company, and as District and the Southern California A. approved by the City Engineer. 4.3 The following suggested lighting systems for the various classes of streets are to be used as minimum requirements for adequate street lighting. The City Engineer may, where deemed necessary, increase these requirements. These systems may be varied to fit local conditions to the extent that the minimum average lumens per square foot of street surf".:ace thus derived is not less than, the ammo-unt attained using the following systems for each street classification: 3 t (a) Local Single Family Residential Street: 7,000 lumen mercury vapor lamps, with 22' mounting height on 6' arms spaced at 200 feet along one side of" the street. (b) Local. Multiple Farzi.ly Residential Streets and Residential Collector Type Streets: 7,000 lumen mercury vapor lamps with 28' mounting height on fit arras spaced at 400 feet along both sides of the street. (The lights to be staggered from side. to side along the street, thus the spacing between lights is 200 feet.) (c-) Commercial. and Industrial Local Streets, Commercial and Industrial Collector Streets and Secondary Arterial Highways: 20,000 lumen mercury vapor lamps with 301 mounting height on 8' arms, spaced at 240' along both ..Sides sides of the streets. (The lights to be staggered from to side, thus spacing between • lights is 120 feet.) (d) Major and Primary Arterial Highways shall receive special design consideration to provide a minimum average of lumens per square foo . of street surface or average foot candles _ of 1.5 as defined in the latest edition of the 'American . Standard Practice for Street and Highway Lighting" as adopted by the American Standards Association and as sponsored by the Illuminating Engineering Society. (e) Street intersections shall receive special consideration to the extent that at least one light standard shall be _ placed at each street inte-rsec tion . However , at inter- sections where crosswalks are likely to be established, at least two light standards shall be required and placed in such locations as to effectively the cross- _illuminate wal.-.s. • (f) The following situations shall also receive special con- . sideration to the extent that additional lighting will be required: Railroad grade crossings, alleys, bridges, overpasses, viaducts, plazas or traffic circles,- underpasses, Y tunnels, and highway interchanges. (g) Luminaries and lamps shall be approved by the City Engineer, SECTION 5. PARKWAY TREE PLANTING 5.l The developer shall pay a parkway tree planting fee as prescribed by City ordinance. Said fee shall cover the cost of the City furnishing and planting the trees and maintaining them for one year. 1 5.2. The fee per parkway tree shall be based on a minimum tree spacing of 40 feet on .center in industrial, commercial and multiple family developments and at least' one parkway tree per lot for single family residential developments . SECTION 6. STORM DRAINS AND DESIGN DETAILS 6.1 A storm drainage system shall be constructed in each develop- rnent to the extent that all property within and adjoining the development sha.10_1 not be subject to overflow and inundation from storm waters originating within the development. The use of storm drain systems shall be required'.a. (a) When flooding or street overflow will cause serious damage. (b) Ilhen future up ---stream development will cause drainage problems. (c) When existing drainage facilities are adjacent to the proposed development. (d) When the water level in streets for the design storm is within two inches of top of curb. 6.2 Storm drains shall -also --be constructed within or adjacent to the development where and as called for in the "Master Plan of Drainage M El Modena - Irvine Area" dated November, 19690 _ 6.3 All -storm drains shall be designed per the parameters outlined in the latest edition of the orange County flood Control District "Hydrology Manual" and as required by the City Engineer. A hydrology study shall be submitted for approval when required by the City Engineer. Collection systems shall be designed for a minimum 10 year storm frequency except in sump conditions where a 25 year storm frequency shall .be used. Major drains and channels shall be designed based on a 25 year storm frequency. 6.4 Inlet structures shall be constructed per Street Improvement Standards No. 110, 111, 112 and 113 with inlet openings sized to collect all of the storm water from the contributing area. 6.5 A "Nuisance water's drainage system shall be constructed in all developments, where applicable and required by the City Engineer, and shall connect to the storm drain system. The nuisance water system shall be designed to collect low flows only -and not peak storm flows. Required pipe size for nuisance water systems shall be 12" diameter. Nuisance water inlets shall be type OS per Street Improvement Standard No. 1100 0-5-- Nuisance water systems will be required to be constructed in conjunction with storm drain systems to meet the following design criteria: Z Storm and nuisance waters will not be allowed to be channeled in street gutters for any accumulative distance in excess of 10001 on streets with a grade of 2.00% or less. A nuisance water drain system will not be required where street grades exceed 2.00%1. 6.6 There shall be constructed a standard junction manhole at all intersections of storm drain lines and nuisance water drain lines 6*7 There shall also be constructed a standard access manhole at all major changes in grade or alignment of the pipe and at intervals of not more than 300' for 36" diameter pipe and below. Larger pipes may have manholes located at intervals greater than 300' with approval of the City Engineer. 6e8 Corrugated metal pipe will not be permitted except for temporary drainage structures and in special cases if .approved by the City Engineer. 6*9 Cast -in-place concrete pipe will be permitted in sizes 30" diameter and larger upon appr-oval of the City Engineer regarding horizontal location in street right-of-way and adequate depth of cover. 6110 Reinforced concrete pipe or asbestos cement pipe shall be of the class or D load necessary to suppo-rt the load imposed on the line 6,11 The -minimum pipe size for peak flow storm drain systems including catch basin leads shall be 18" diameter. P 6e12 Water delivered to a storm drain may not be redeposited on a city street. 6*13 open channel drainage will not be perr-A tted *except in special cases as approved by the City Engineer. Such open channels will require such lining, fencing and/or other improvements as may be deemed necessary in considering the proximity of adjoining improvements or natural channel conditions and conformation to the Master Plan of Drainage facilities. SECTION 70 SANITARY SEjqERS 7,1 Sanitary sewer mains and house laterals shall be of extra heavy vitrified clay pipe with mechanical compression type joints ' such as "Wedgelock," "Speed Seal," "Mainline" or approved equal 7.2 Minimum size of sewer mains shall be 8" diameter. Minimum size of house laterals shall be 4" for single family residential. and 6" for cor.�.mercial, industrial and multi --family residential.. 7. 3 Minimum grades for sewer mains shall be as follows (a) 8" dia. ---- 0.40% (f) 21`t dia. --- 0.10% (b) '10" dia. --- 0.28% (g) 24" diam. --- 0.08% (c) 1.2" dia. ---- 0.220 (h) - 30" dia. ---- 0,06% (d) 15" dia. -- 0.16 0 (i) 36" dia. 0.05% (e) 1.8" dia. ---0.12% (j) 42" dia. 0. 0 36 v Minimum slopes for house Laterals shall be 2.00% except where permitted o �herwise by the City Engineer. 7.4 Flows for calculating sewer main design sizes shall be based upon the following: (a) Single family r.esidendial , A. lots or less per acre CFS per acre r (b) Single family residential, more than 4 Lots per acre • -____� . 0 0 4 CFS per acre (c) Multi -family residential ----.005 CFS per acre. (d) Coiranercial -- professional ---- .005 CFS per acre. (e)- elementary -school (withoutgymnasium) - -- . 004 6 -CFS per 100 pupils (f) High school'--- .009 CFS per 1.00 pupils, (g)- Hospital, ----_ 0015 CFS per bed. (h) Light industrial .016 CFS per acre. (i) Heavy industrial .021 CFS per acre. Deviations from the above minimum design flows may be permitted subject to the approval of the City Engineer if a detailed study analyzing the area being developed indicates ultimate flows other than those indicated. 7.5 Design sizes for sewer mains shall be based on an "n" factor of .013 and as follows (a) For floTNs up to 3 cubic feet per second, the pipe diameter shall be based upon 200 per cent of the calculated runoff with a mi n z : u. -n pipe diameter of 8". (b) For floves from 3 cubic feet per second to .6 cubic feet per second, the pipe diameter shall be based upon 150 per cent of the cal. cula L.ed runoff with a minimum design for 6 CFS. _7_ (c) For f lows over 6 CFS , pipe diameters shall be based upon 1.25 per cent of the calculated runoff with a minimum design for 9 CFS* For large developments or when required, design calculations shall be submitted for approval of the City Engineer. 7.6 The following head losses shall be used: (a) Match soffits @ pipe junctions, (b) Angle poin 4,-.s in sewer main 0.10'. - (c) Straight through manholes 0.00'. 7.7 Manholes shall be spaced and located as follows (a) Maximum of 350' on center for 8" & 10" diameter mains. (b) Maximum of 5001 on center far .12" to 1.8" diameter mains . (c) Maximum of 650' on center for 21" diameter & over mains.. (d) At all changes of grade . {e} At all Changes of direction. (f) At all changes of pipe size. {g} At junctions of sewers. (h) At termination of sewer mains. 7,8 The 'use of curved alignment sewers will not be permitted except in unusual circumstances where approved by the City Engineer. 7.9 House laterals will be required for each individual lot or parcel in a development. Connection of two or more lots or parcels to one lateral will not be permitted. 7.10 Sanitary sewer construction details shall conform to Street Improvement Standards No. 1.18, 119, 120, 121., 122 and 1.23. SECTION 8. DOMESTIC WATER SYSTEM 8.1 The domestic water system shall be constructed per the design standards, construction details and requirements of the Tustin Water Works or Irvine Ranch 144" ater District, depending on the location of the development. 8.2 Water mains shall be installed to provide domestic water service and fire protection_ to C,11 lots or parcels within the development. 'dater main sizes and valve locations shall be subject to the approval of the City Engineer and Tustin Fire Department. 8.3 Fire hydrants shall be installed on all water mains at approx- imately 4001 intervals or as required by the Tustin Fire Department and in sufficient number to meet the standards of the National Board of Fire Unden-;ri ters . All hydrants shall have hose connections as required by the Tustin Fire Department., 8.4 In industrial, c:ornartercial and certain high density residential areas, fire protection lines and fire hydrants will be re- quired on-site as required by the Tustin Fire Department and. of nd- of the size and number required to meet the standards of the National Board of Fire Underwriters. 8.5 All house water services shall be shown on the street improvement plans . 8.6 The minimum size of water mains shall be 6" for residential areas and 8" for commercial and industrial areas. ` SECTION 9. S U R.yE Y MONUMENTS 9.1 All street intersections, center lines, beginning of curves, end of curves, tract boundaries and all -intersection poin is , where they fall .into a street right of way, shall beb marked, with an approved type of survey marker manufactured for such purpose, after installation of the required seal coat. 9-a2 Such survey markers so installed shall be referenced to leaded and tagged drill holes placed in the curb or sidewalk. Such reference distances or ties shall be turned into the office of the City Engineer. Said ties shall be neatly drafted on 81-2 X 11 sheets. • CITY OF TUSTIN STREET IMPROVEi IENT STAI\'%TDARDS Table of Contents 101 6- ONO Typical Section Arterial Highway 102 Typical Section Local Street 103 &-M V.0 Concrete Curb and Curb and Gutter 104 Sidewalk Details 105 A Standard Residential Cul-de-sac 105 B Standard Commercial or Industrial Cul-de-sac 106 Standard Knuckle 107 Concrete Cross -Gutter 108 A Driveway Apron & Depressed Curb (residential) 108 B Driveway Apron & Depressed Curb (co-.r.-u-nercial) 108 C Driveway Apron & Depressed Curb ( residential ) 108 D Driveway Apron & Depressed Curb (commercial) 109 Standard Alley* and Alley Apron .110 •Catch Basin - Inlet Type OS ill Catch Basin - Inlet Type OL 112 Catch Basin --Details and Notes -" 113 Local Depression 114 Dead End & Widened Section Signing 115 Metal Beam Guard Railing 116 Guide & Clearance Markey. 117 Street Name Sign 118 48" Precast Concrete anhole 119 Standard Manhole Details 120 Manhole rrar.e and Cover 121 Sewer Chimney Pipe 1.2.2 Standard Cleanout 123 Standard Sevier Lateral 124 Wheelchair Ramp 124 B Vffieelchair Ramp 125 A Type "D" Curb Cuts for Roof or on-site Drains 125 B Type A-2 Curb Cuts for Roof or on-site Drains / 'r• TI O - ~ 74 RIW s 2 0' 60' 51 9` 7' 441 2 _ 2 SLOPE- t/�~/rT pill CIS 4 r` P. C.. C. ('TYPE a TYPE A--2 SIDENYALK CURB a GUTTERCU:n B & GUTTER MAJOR HIGHWAY R/t-1/ i -- 50 ` r 4 42 ► �• 7 35' VMQPII JI, (`TYPE A TY PE a--2 CURB a GUTTER CURB a GUTTER PRIt"fAARY HIGH'ViY (100'R/Vj) R/W R1W k -10v s o'te 4O 4---•-- - 320 8' 2" i / ' 2 �!� —�.-- S LO PF- 1 /4tl f= T. �.. T Y HE A-2 ,...4 P. C. C. CURB & GUTTERS1QEWAI.K NOT ES. SECONDARY HIGHVVAY t03 R / Vol) I. sECT}CNS ARE TO RE SVONIETRICAL ABOUT �. 2. Tt- ;iCKNrE.S S OF 1":PPOVEMENTS TO BE CETEc��, tr;Et3 FY T:,� CITY Et"GIAMEER. 3."G-LSAVIND'SLl;LC%--,AT SHALL PE APPL.1 0 VVITHN1 9- ;iFZS.OF Cr:'.:P LET It, Or- FINISHED FAVct� Ni' SUiIFACE AT THE APPLICATION RATE 0 0.10 GAL`t,N" -4UARE YARD. 4. T W F!N1SHE(.1 COf.:PACTEi.) SURFACE OF THE AGG, EGATE B..SE SEAL!_ 1!P—VE 14,1.iC--70 PE�.ETRATIO ! FIR AE COAT APPLIED PRIOR TO START OF ASPHALT E=A,fti:G 0PERA1-ICNS, AT THE LICATION RATE OF 0.15 GALLONS PER SQUARE YAItD. r=EVISIONS cl r y OF TUS T IN 11-Pf? 0 VF , ,E -f -1 S rA ly DAI?o TYPICAL SECTION ARTER11-7.1. H RIPI 1 �Y //2 W f PK, P Pl< �., 4 • 4 •_Aft.? .. e F T. .. dofo LEVEL LINE r/¢N /Fr. " `..,r .L�i-'��.�. \ ���� .� �.�-� y t •� :\ � •I :1•Z. .• .t�.y. :t":•j' '�..�::� .1•s•:.�• i. :�.t\• ���• Sf �b� 4 P.C.C. • • � C.C. SIDEWALK TYPE �D R C. t? G. T YPE "DC. � G. S:G �;YA L x GCRO1 1 /. THICKNESS OF IMPROVEMENTS TO BE DETER?Y11 NED BY THE CITY ENGINEER., 2. tGILSAf3'/f' D loSEALCOQ;T SHA/.L Rr- APPLIELPP) HP.S. OF C01,1PL ETION OF Flt:'/.SHED PAVEMENT SURFACE AT rHE APPLICATION RATE OF 0.10 GALLONS PER SODA RF YARD`. 3. THE FINISHED 00fi,!PA C TED SUFA CE OF THE A G 6REGA TE BASE SHALL HAVE IlaC--TO PENETRATION PRIIVE COAT APF- L iE(J PRIOR TO START Cl'-"- A.5PH.,4 L7 - PAVING OP r? AT10A3, !T Ti'E APPLIC1 TIuf.- RATE Or Or 0.15 GALLONS PER .5 QUA[?C YA h'!:. - f OF EVISIONS I. �� T CITY OF TUS TI1V /11PRO VE PVEN T STA NDA RD ST O. I s Ivo. TYPICAL SECTION LOCAL S �� P PK L EGEA1 EAG' O /3, W= WIDTH OF STREET IN FEET P= W I D TH OF PA VE4,1 EN T IN -FEE T PK = 11//D TH OF PARK VIA Y /IV FEET 60' 40 /0, 56 ` 36 /0 /. THICKNESS OF IMPROVEMENTS TO BE DETER?Y11 NED BY THE CITY ENGINEER., 2. tGILSAf3'/f' D loSEALCOQ;T SHA/.L Rr- APPLIELPP) HP.S. OF C01,1PL ETION OF Flt:'/.SHED PAVEMENT SURFACE AT rHE APPLICATION RATE OF 0.10 GALLONS PER SODA RF YARD`. 3. THE FINISHED 00fi,!PA C TED SUFA CE OF THE A G 6REGA TE BASE SHALL HAVE IlaC--TO PENETRATION PRIIVE COAT APF- L iE(J PRIOR TO START Cl'-"- A.5PH.,4 L7 - PAVING OP r? AT10A3, !T Ti'E APPLIC1 TIuf.- RATE Or Or 0.15 GALLONS PER .5 QUA[?C YA h'!:. - f OF EVISIONS I. �� T CITY OF TUS TI1V /11PRO VE PVEN T STA NDA RD ST O. I s Ivo. TYPICAL SECTION LOCAL S �� Pwv r WIDTH 6 •k Q3 14 Alp • INN //Z "R 46 SURFACING 1 7/2 C. Y. PLE-W L. F. x 0.0638 L. F. / '-Ef? C. Y. = 15.7 • TYPE A -2 .. --PWylT WIDTH 112 I 5 • 112 R Y PER L.F. z 0.0293 C.K. PER L.F. 0.01075 ..F. PER C.Y-=34.1J` ;��.;�" ' ' .' �:: =� ; ,3.0 L -F PER C.Y 9 'A -4 4::l P034 T 112*'l-0NG1,rlJ01N4L OAR 6"LONG, 4'1d.4X. SPACING TYPE. 3 TYPE 3- J 12 pv1dr i-viDTH A if v 12 t R if 6 C.F. ta" �� -'t %%.%. (lZ �2 /� �t 2 R.. CELOW 3t G CF 10 R SUR r -A. CING 2R % SURFA CIAIG 2 0 % /r 26 !2 Y. PER L. F. = 0.0430 C. Y. PER L. F= 0. 0 4S8 }SPF' A L. F. PEI? C. Y = 2.3.2 6 T YPi� 9 L. F. PER C. F. = 2 O. 114 #1 I-XPA NSION JO/,!/ TS., SHA L L BE Pl- Ar., ED .4 T 4 0 'MV7-ER V.4 L S .4 /WD A 7- EAVD 3 OF A L L CURS RZc- ruRI,,i,5,, AND AT roP OF OX" OF ALL PHIVE;YAYS. R�_VIS IONS OF 11VITIA11-5 CITY OF I TUSTN IMPRO VEA-1ENT STA IVDA RD s : -o =.-� CONCRF TE CURB AND GUTTER �� CURB AN -u- GU T T ER t••••;.�'•,:•;.: •.. ;t: Vie; •:� 4" THICK r� ':.• . ��-: , P.C.C. Se X a' T R EEVIE L.LSAT 40 - t 1 :r •tit• .a VaofEXPANSION JOINTS AT QC. ON CENTER SIDEWALK TO BE FULL 1`11D H Its-COMWE-RCIAL ZONES AND ON ARTERIAL H:SHXVAYS WITH A BLOCK WALL AL01%.IG THE PROPERTY Lill . SIDEWALK TO BE INSTALLED AT DEVELOPERS OPTION i�l IiN;DUS TRI.:L. ZONES AND To DE. FULL WIDTH. QUICKJOINTS AT EACH TREEWELL • •i '� QUICKJOINTS AT 10 ON CENTER :4'• tt3 4 THICK P.C.C. 7• tl••.•� ••� pJ; • •;:;_': �:; ;� = ~=-,-�. CURB RADIUS 35t To FACE_ OF CURB Y H IEN AT LEAST ONE IN EXPANSION ANSta STREET IS Ai�� ARTERIAL HivHWAY. JOINT l CURB RADIUS 25' ON LOCAL ST Rr-r-TS. -� • � '•� QUICKJOINTS AT 10'+ '/, ' EXPANSION NTER .; ... .�.:.;t •..._=}..-'• �'� •:c JOI HJT AT 40 ON CEtJ'j .. kms' ' .,[• f �\ • � •' i.r• -� ••f • ,_ ..• _ �'.. .. �. •t •• •.mac •. , . �:.-• .-.,-` -• .- rf r- �� 'S i••_- •I•.�•'••�t•.�tit�. it � .i t; r r(..++,. ••'�. r•1 � '..�. .i.•i. ._.. t i .•i%-•�� _ .- _ •'.a;1•:.'' •• :;.,.�.' •4 • HICKP.C.C. � :T.,.,�,,w!ll�::•_._,,• 1:�;j. -,'1. ��: •t �., :'..., .3... •i .. is -. .� f'1.,.� .•-•j•: ♦ = I• '� � �•_•••'�� `.�.r f4 EXPANSION �.. . JOINT - LANDSCAPE STRIP ;5 {{:.-•�,.;.:•.:-..:.,._-�-t�-:;,-:�;CtlR B •R GUTTER �'::�="".. • :.•� ,., - ..� - . -, CURB P: GU TIER SCORE LINE AT" 2 O ON CENTER 10 f4.ATCH EVERY OTHER SID'E'-WALK SIDE;`'ALK WIDTH QUICKJOIN T. TO BE 4.0' IN RES0EN T IAL ZoNES. JF R rest � INITIALS OF TUST11`4 IN1, P DWIE��ftEN T • S TANDAF:D s << Na .�. OlDE VIAL.K CUr--,'B'A,[\,'D INTEPSE--CTION DETtAl' S e7 0 _` APPF�OVED �- '. "-;moi"Y ENGIINLE: Efit DATE 0 IN THE CASE P✓HERE A CUL -DE-SAC SACKS INTO AN AIRTERIAL HIGHWAY AND DRAINS TOt74RO / A COVERED DRAIN SHALL RE PROVIDED THROUr;H A ORAINAGE EASE12WENT A MINIMUM OF ?_ ' GV1DE_R THAN TILE DRAIN AS SHOWN A80VE. PLANS SH,^LL M41CLUDE ALL INFrJRPWATION PERTINENT TD THr DRAIN; EXACT LOCATION, SIZE, REINFORCEM AI T, EASE 1.1E PV T, FL01V LINES, CURB -FACE OPENINGS, LOCAL DEPRESSIONS, CAPACITIES., ETC. E OF f-�f Vis /0 �vls CITY OF TUS TI N 1 bi,*PRO VEI -;ENT STANDARD L .... STANDARD RE 51DENrIAL CUL-D&SAC CITY E1,IG I NEER I DA TE CUR VE I IRA B C DR CURB PROP. L L T R L T 55' 28' /8 ` /0' 7/.55' 31013#50"'"' /00' 54.5/ ' 27.95 90 49.05 25. /5' 60' M 20' /0 ' 68.15' 290.35'31" /00 ' 5/.65' 26-41" 90" 46.48' 23 7' CURVE 2 IRj A B C D A - CURB PROP. L. R L R L. 56 2c� 18 , /0 ' 71.55 ' 242 °27 'S2 " .3 B ' 0 160.81 48, 203. l3 ' 60' .30' 20' /O 58.15 ' 2,59a 11 '02" I S8' /58.63' 48' 200.38' IN THE CASE P✓HERE A CUL -DE-SAC SACKS INTO AN AIRTERIAL HIGHWAY AND DRAINS TOt74RO / A COVERED DRAIN SHALL RE PROVIDED THROUr;H A ORAINAGE EASE12WENT A MINIMUM OF ?_ ' GV1DE_R THAN TILE DRAIN AS SHOWN A80VE. PLANS SH,^LL M41CLUDE ALL INFrJRPWATION PERTINENT TD THr DRAIN; EXACT LOCATION, SIZE, REINFORCEM AI T, EASE 1.1E PV T, FL01V LINES, CURB -FACE OPENINGS, LOCAL DEPRESSIONS, CAPACITIES., ETC. E OF f-�f Vis /0 �vls CITY OF TUS TI N 1 bi,*PRO VEI -;ENT STANDARD L .... STANDARD RE 51DENrIAL CUL-D&SAC CITY E1,IG I NEER I DA TE vis J0A/ 1,1N/TIALJ 6' CliY OF 7"USi /;d lmPROvFivEPs(T S1"�1✓DAR0 STANDAH-D cOR w li'VOUSTRIAL CUL-DE-SAC to CURVE DATA . Curb rod ius = 50' �i.. rodiu3 = 50 -- PS CURVE DATA Properly Line R3a WL+ IDS �►3 =- Q + D2S + LU CD . i Curb Line 50' tAii R3 z WL 4 10'_ PL A3 x A I + &25 + fL2L t 0 - crown jine,­. V41 ZIV 1z"-- 0 CURVE DATA Property Line .._.._._.o R t 2 5' ( l- in.) o ©.t = Variable, s � � Curb Line 1 R= Z 5' 4 PL (M in.) E. C. Ai V o r i o b l e B. C. Center Line Ri 25 4 L 2 W. - . Li .. Va r i o b to WL .• i. • 2 PL .z PL CURVE DATA Curb radius = 50' PLtodius = 501-- PL 1. Use normal section. from inner curb to center nine. 2. From crolvvn line -ro outer curb, the moximurn slope is l" per root. 3. Subscripts "S" and "L" denote smaller and larger streets r:,pectivtly. 4. Superelevotion percentages shovin ore straight from. to -crown line. 5. Elevotions ore required "where circlad 00 C. When streels hose tilt- type section, tby crown lire will not -necessarily termliote on C.. of L point of curb . REV1510tls 0A TF of r ,.2-0 -65, fnririnr_s le yl CITY of TUSTIN IMPROVE411ENT STANDARD t STANDARD KNUCKLE c� 0 v r17 -v f'Nr. IPIFFP IM TP- 3 JOINT .2 OPTIONAL 8" THICK SPANDRE CONCRETE CL 4:XP. LIMITS OF G AGG.BASE -,CURB RADIUS +GLJTTER— %1v'IDTH Ctp-- INTsr-_-RSECT1N�> STREET 15' c/) LIMITS Ot RAD. VAR. 25 MlN. z AGG-BASE -.00 GUTTER WIDTH I OF INTERSECT. 4"MiN. STREET %% CURB FACS r.� A %% SLOF47 AWAY ; a. M',"A RIDr"E i O L TO fc' i 7_4 E X P. FLO'}IILIiNI HIGH POINT RIDGE J CO! t IT LINE CONSTRUCTION J O,*N T W I T H IVR. 0 CURB RADIUS +GUTT?r--R 4-1'�--Ir SMOOTH 0,,A,.RS 4' LO N 24 "' O.C. WIDTH OF IiNTERSECTI,"40" r- ET TFROM BOTTOM STREET PL A 4 R ,I 4-�'4 SMOOTH BARS 4It LONG 24#a O.C.— ��,, E'CT Q A - A NOTES ,4CONSTRUCTI0N PLAN VIcL'!' 15, ON ENLARGED INTERSECTION DETAIL. CALL OUT TOP OF CURD AND FLOI,;';LlNrr*_- ELEVATIONS A071' POINTS A,B,C,H AND J. CALL CUT FLOWLINE EI-1-:1-1ATIO�NS AT P0111TS D,E,F A.1'4'D G. 3. CALL ClUT TOP or CURB At,,.;D 'IMP OF RIDGE LINE ELEVATI04N AT POINT I* 1, FLOWL11NE- TO BE STRAIGHT BET%-1c`:EN1 A AND J. (PLAN A TOP OF CURB TO ON STRAIGHT GRA D'BETME'E..N1 A AND C AND H AND J& GRAD ,6 C - S TO BOa4Oo/o.t: . IvIIINIMUM CURB fit TURNSPANDREL a CROSS GUTTER FLOWLIoNlrE -�j Q_NSTRUCTION 4 STAKES TO BE SET TO FLOVII-11"IlE GRADE AT POINTS AB,CD,E,FG,H AND J. C. STAKE TO Us": SET TO RIDGE LINE GRADE AT POINT Z. 9. STAKES TO BE REMOV'E'D JUST PRIOR TO FINAL Flus ISMING, ..Now~ DA OF REVISION! INITIALS Ci T Y OF"o T UST:I`l IEIr PE.- f ko-1 PEE N I" S Ttf-'\ 11 D A R D COC�MTE CROSS—GUl"TER c) Ak M.- V-� o-. s a r— r1 DIRECTION OF FLOW (TYPICAL) %tp r &A, JOINT ---**'\ JOINT .2 OPTIONAL 8" THICK SPANDRE CONCRETE CL 4:XP. LIMITS OF G AGG.BASE -,CURB RADIUS +GLJTTER— %1v'IDTH Ctp-- INTsr-_-RSECT1N�> STREET 15' c/) LIMITS Ot RAD. VAR. 25 MlN. z AGG-BASE -.00 GUTTER WIDTH I OF INTERSECT. 4"MiN. STREET %% CURB FACS r.� A %% SLOF47 AWAY ; a. M',"A RIDr"E i O L TO fc' i 7_4 E X P. FLO'}IILIiNI HIGH POINT RIDGE J CO! t IT LINE CONSTRUCTION J O,*N T W I T H IVR. 0 CURB RADIUS +GUTT?r--R 4-1'�--Ir SMOOTH 0,,A,.RS 4' LO N 24 "' O.C. WIDTH OF IiNTERSECTI,"40" r- ET TFROM BOTTOM STREET PL A 4 R ,I 4-�'4 SMOOTH BARS 4It LONG 24#a O.C.— ��,, E'CT Q A - A NOTES ,4CONSTRUCTI0N PLAN VIcL'!' 15, ON ENLARGED INTERSECTION DETAIL. CALL OUT TOP OF CURD AND FLOI,;';LlNrr*_- ELEVATIONS A071' POINTS A,B,C,H AND J. CALL CUT FLOWLINE EI-1-:1-1ATIO�NS AT P0111TS D,E,F A.1'4'D G. 3. CALL ClUT TOP or CURB At,,.;D 'IMP OF RIDGE LINE ELEVATI04N AT POINT I* 1, FLOWL11NE- TO BE STRAIGHT BET%-1c`:EN1 A AND J. (PLAN A TOP OF CURB TO ON STRAIGHT GRA D'BETME'E..N1 A AND C AND H AND J& GRAD ,6 C - S TO BOa4Oo/o.t: . IvIIINIMUM CURB fit TURNSPANDREL a CROSS GUTTER FLOWLIoNlrE -�j Q_NSTRUCTION 4 STAKES TO BE SET TO FLOVII-11"IlE GRADE AT POINTS AB,CD,E,FG,H AND J. C. STAKE TO Us": SET TO RIDGE LINE GRADE AT POINT Z. 9. STAKES TO BE REMOV'E'D JUST PRIOR TO FINAL Flus ISMING, ..Now~ DA OF REVISION! INITIALS Ci T Y OF"o T UST:I`l IEIr PE.- f ko-1 PEE N I" S Ttf-'\ 11 D A R D COC�MTE CROSS—GUl"TER c) Ak M.- V-� o-. s a r— r1 I I I I 2.0''r!IN. TO P .=N SAWCUT EXISTING CURS GUTTER AND REPLACE WITH NEW DEPRESSED CURB Ek GUTTER WHEN INSTALLING NEW DRIVEWAYS WHERE CURB IS EXISTING. A --I 44�1 is X1-2.0 FOR 6 CURB FACE. of Is x FOR 8 CURB FACE /4. EXPANSION JOINT RIW LINE ---CURB FACE 2fCURB a GUTTER le z 22' MIN. TO TOP X"Orr— DRIVE ON SAME SAME PROPERTY xsew x $I SIDEWALK TOP OF CURB clios 1. CURB ��r�r•:,� I LIP ul E L lz'k TOTAL PA.RKV/AY \',IIDTr:H] R/W 2 -,�t i )TREET TO TA L PA RK MY WIDTH WIDTH 6!f VARIABLE 4.0 tF /4.. PER FT. OR 2.00 '0/o RAMP SLOPE VARIABLE - Sr" -_E. TABLE AT RIGHT -b - u Or A%. A 5 15' 1 13 9 1 121 1 1d m -o/ ul E; 0% -r o/. o/. 10 t < 7.5 0/. 911/0 1 1010/0 wm aw --f-D U T I \,J I Mi t N7 -S -[A'l DAR D c. )A 0$ 'ITIALS REViSION 1 1% CITY OF ROVE_* ;Jac V 11*4 0. DtIVE.-WAY P F�0`4 8-1 DEPR ` SSE- D CURB R --TIAL TYgr:-[_- F);A%P-,.KWAYS K(AVING 1-3' OR ORE E S; � TOTAI-., PAPK%'iAY-.V"lDTR Co F 0 JAPPROVED "Pt- ENG!NEER I DATE 5VI.:j- --f-D U T I \,J I Mi t N7 -S -[A'l DAR D c. )A 0$ 'ITIALS REViSION 1 1% CITY OF ROVE_* ;Jac V 11*4 0. DtIVE.-WAY P F�0`4 8-1 DEPR ` SSE- D CURB R --TIAL TYgr:-[_- F);A%P-,.KWAYS K(AVING 1-3' OR ORE E S; � TOTAI-., PAPK%'iAY-.V"lDTR Co F 0 JAPPROVED "Pt- ENG!NEER I DATE 5VI.:j- nj M A / EXPANSION JOINT • R/W LlNr� 4 •• 4 THICK cc z �3-- THICK G" THICK P. C•C. . ...•s �-' P.C.C. P. C.C. :�U:CK JOINTcs Q CURS EACH. I•'f .• . - . _ ..• • •,, . ..: CURB & GUTTER I•O`MIN TO P ;Xi, t,W" 35' MAXIMUM tx„ 20'M IN. TO TOP . t X" OF D R I E, O IN �''N, E. SAWCUT EXISTING CURD & i'X -�.f.0 FOR 6" CURB FACE S �-- A RO P� R iwY GUT T ER AND REPLACE WITH `X 4,pFOR 8"CURB FACE NEW DEPRESSED CURB GUTTER WHEN INSTALLING 4 NEV.1 DRIVEWAYS WHERE Ls � CURD IS EXISTING. t:yfs irw X et f SIDEWALK /i► � _ TOP OF CURB F•Qr CURB yF I`LIP wo R/W . 2fa STREET TOTAL PARKWAY WIDTH WIDTH TOTAL PARKWAY WIDTH 1ARIARLE G id 9! a' ' - by �'• 4 • r�.• •` • ' �: ' Q„ : •; r: y �` F' R FT. '. Q R 2.00 c/o U 1-�- S 7`' X. 8 IZ °rte 10 ; RAMP SLOPE VARIABLE-- SEE TABLE AT RIGHTc A A .ten. �;. STANDREVISION V,41TIALS � CIT`�f OF T UST�`� I i",l. PR0VE�� . N.IsT�_ A R D D R I V E Yv', APa D E P R E S S E. D C U 3 B .- C4tell xiE'RCIAL TYPE PARKWAYS HAVING 8' OR MORE � TOTAL P��►:`r:�=�:�,Y WIDTH 1/4 EXPANSION JOINT ---R/W LIME.: - or c� 4 j 4 THICK CO Z THICK P.C.C. 0 6 THICK R C-C-,'­�� > < F— L ANT D SC A P E— CURB FACE 5, STRIP CURB a GUTTER Y. 1p. So. 2.0 ml TO x =10 tyllM.-20 Pi'lAX. �:�IN.T1�O TOP _ V1 as v S.,.WCUT EXISTING CURBa � X" 0 F D R I VE_ ON x 2.0 FOR 6 CURB FACE SAIME PROPERTY GUTTER AND REPLACE WITH NEW DEPRESSED CURB & GUTTER WHEN INSTALLING NEW DRIVEWAYS WHERE CURB IS EXISTING. X"=:5.0 FOR 8 CURB FACE A Il xti w x S E_ WA L K . -_-�TOP OF CUIRD • OF CURB OL z CU R B FA I Is' LIP vu TREE T WIDTH R/W ► TOTAL PARKYMY WIDTH VARIABLE I ­ It 0 --2.0 0.10, L-0.10, /4 PER FT. OR 2.00% RAMP SLOPS VARIABLE— SEE TABLE AT RIGHT 0, r7r, Coosa W < TOTAL PAR? ", c-A-iY WIDTH E; 7 9 0/6 a p 1 a" 10 10 1 11 cZ6 13 0io jr v- 6 L C -- Polk% rk p FOR TOTAL PARKWAY WIDTHS LESS TSAN 7" USE S TD. NO.. 103 D FOR R%r__*SlDr'-NTlAL. - DA, _ OF R` -VISION I i'llITIALS PITY OF TLS I ' STANDARD STC N 0 r_lDIHIVEWMY AMRC;N c'-1 D`P-" D CURB F?r,_0,r)fc__lNTIAl_ TYPE Pi, 14'AY S H AV LESS TH04%N [:, R j< % /,,�.y Wi�)--Lj 10' T*O'7,-kL " ti ! il I A P P ROV E D -, "_ C IT Y E'l Er' I DATE 11 EXPANSION JOINT R W LINE 777��-� b Oro lb 0 0 4 .4 T. /IC•• '. _ < 7— THICK 6" THICK' P. C.C. P. C.C. X D J LLJ P.C.C. QUICK JOINT RB CURB CURB FACE l Ei GUTTER C) uC V T -N 91 is 41 ,1�ss 20 Ni I IN. TO TOP TO T_ x .35' MAX.— Col'Al"AER CIAL ,EAL DRIVE ON Or' E' N 17 1 10"20 MAX.— RESID' i AL 64 0 Is CURB FACE M, E PRO PE RTY SAWCUT EXISTING CURB 18X" 3.0 FOR 6 GUT ER Al"D REPLACE WITH X"M 4.0 FOR 8" CURB FACE NENY DEPRESSED CURB Ek U.. vi GUTTER WHEN INSTAL -LING P 7w NEW DRIVEWAYS WHERE CURB IS EXISTING. SIDEWALK X w x _-TOP OF CURB CUR,� FACE -.010 171-1 -file If N r t. I ill DTH LIP R/w 6 0.10 IN ALS. CASES EXCEPT 0.15) FOR 5 TOTi" VVIDTH WITHI L PAR KV'#%Y CURB FACE I v 1 /4 PER .FT. OR 2.00 RAMP SLONE VARIABLE— SEE: "ABLE AT RIGHT Al C. F R E- vjs !ON L Li -%JA TAL PARM Y M DT H 6 5 6 190/a z r i C� `*{!T S D A F IINITIALS CITY 0 F T U T lilli I -R) 0 V 1Z. Er D C) i /Co Ay '% LESS THAN 8 A s''t \-I TYPi­ P"RKVirAYS HAVING _..� cc)?.1,1,#,ER,r*lAL - H STD. SOF CURB 7 a ............ ..... ................. f LIP R/w 6 0.10 IN ALS. CASES EXCEPT 0.15) FOR 5 TOTi" VVIDTH WITHI L PAR KV'#%Y CURB FACE I v 1 /4 PER .FT. OR 2.00 RAMP SLONE VARIABLE— SEE: "ABLE AT RIGHT Al C. F R E- vjs !ON L Li -%JA TAL PARM Y M DT H 6 5 6 190/a z r i C� `*{!T S D A F IINITIALS CITY 0 F T U T lilli I -R) 0 V 1Z. Er D C) i /Co Ay '% LESS THAN 8 A s''t \-I TYPi­ P"RKVirAYS HAVING _..� cc)?.1,1,#,ER,r*lAL - H STD. 0 o LL- r7co a- v Ir -CC H" }-- 0 T 0- -1 1: 0 U a cn [l. to Lu LJ Z UJ <i N a v • . -NC c� < a w 0 `� (n us V J � V Z 40-o ! Q : f e X � ' O ki o Q V 0 � t Q . i S � c r � q ,;4 w _ � U S • cr. _ 0 V � o CL f ci d tv aw U CL C) O V � � Q s - N N U¢ -w • -mow tv d �.• :..- .. r Lu CC LU z cc 0 o LL- r7co a- v Ir -CC H" }-- 0 T 0- -1 1: 0 U a cn [l. to Lu LJ Z UJ <i N a v • . -NC c� < a w 0 `� (n us V J � V Z 40-o ! Q : f e X � ' O ki o Q V 0 tl� to t Q . i V c Z O ! Q : f e X � ' O ki � � t V tl� to t Q . lb S � c Frome And Cover To Be Alhomb. o Foundry A-1531 (Golvonix o d With Locking Set Screws) Or Approved Equal. E - 1 -to —See Std. Plan No. 112 VI • I:I For Curb Opening peps -- See Std. :-Olon No. 112 �_ Qeto!Is. • G•out N T 8,Of$ L Or Less s 8-iT� •U 20-0" .I 8 .X L ��t �::'• +4 Bars 12" C.C. Both Woys In Wolls & Top. T 3. O�. T S rozwCTEQN 'E—C NQ T ES I. OS =Curb Opening Smoll.. 2. For Details Dc Notes, see Std. Pion 112 3. For Locol Depressions, see Sid. Plan 113 Curb Opening Sholi Conform To Curs Alignment. Curb Scoring mina ' 4 S o r s P t � c (4" R On Opens ngs c Typ. i PLAN L )/ , V1.57l00S ,. 23_.7, !.ti'lTI� L S CATCH HASIN — INL F r TYPE OS . G '1*4 Bars I i Frome And Cover To Be Alhorn rr, Foundry --1 Z) 1 Y A tGalv nized With Lckino Set Scr w5` f Or Approved Equal � t 1 Scoring tine 1 T Tr. > � � � --,-fir- :��...y....ir: •I . Cur b 4rI R. `""" Outlet -\- Protection Dor (See Note 5 Std. Plan -**112) SECTIONDeete v �`PLAN �'c:r5 Support (typ.i (Sze Curb Support Details And See Std. Pion N.) i12 Note G Std. Plon*1112) M For Cert ; er..'::;; Deloils Iniet tee 41ew 91 (T • . .. 6 Gr out '``-•- X. o 7. Inlet t j . i 111; n. S 1 O p e 10 °/`D ype Note •• • -..'' •�'' Stondord Opening Lengths"C' Are • 1 ---• 7, 10, 14,a21 s .. "...�.'..3 (Other Lengths "Aay 8 Used) - . Grout �LT.S "CT I O N A—A'"rl S �C FION B" B See Std. �'lon - ?c2 Clecr(Typ.) No.112 For Y._+....-.' r.3 Curb oenin, 6- D.. I c I S ars. � £> Both Ways J1 (Ty 1). Ir `17 In To p (Ty P t . •. j; 'I Bars 12r, O.C. t Doth Woys :r. "j. of is Steps -See Sic+ .t �� t inlet ` . i . I r c _ Our tet Sides F!oars (Typ,� G. - -� Plan No. 112- 1- 12 - � � •.T ! __ - t. µ M , ; ...� - • • . , •�. pl A L..T. SrECT1C A—A" —�---- ., - — , j ,.. �.r;.::.__:..;,�:- -• . - • - , • . • �__-�.�:w:•� - SEC4`10N C kil t O u t la t --------------- 10 ALT, SECTIO -Ne A­,J'rA %37 NOTES 1. OL = Curb Gpening, Large 2. For Details & Notes, see Std. Plen 402 For Lc eril D- pressions, see Std, PIaR�:13 Curb Cpering Shall confar: to curb clig^ment 3. Alt. Sect. A-A%Vi,42. •_r 0300 rnuy be use: dependont on oii9ament & Lieptn a' Storm Droit pipe. • y � l rr rr t , S' or le,, 8-i.. `0 2 w. r /, T C H 17 A S /`I 1 i4l L E T 1` Y P &J.'7 0 L A/'i'f' o VE'D,�E,��- �,6-fry f_ i'yC ����Ef_ ol, rE' /!�—/- /,.ee l L Protection Sar to ba -- Alhombro Foundry 4A --15r65 (Golvonized) Or approved Equal. Pro?eclion Bvi Support Baits to be 3- 3 $°rS Alhornbro Foundry t -A-1574 r (Galvanized) Or Approved • •E-qu0t. TY0;= A-2 or D Step to be Aihornbra CURE�. Foundry :t -A-3340 (Galvanized) or Approved Equal --- Curb Protection Bar to be Alhombro Founury - A-3911 (Galvonized) Or Approved Envoi. FA. E SLATE Dr-TAI .STEP DE"FAIL -GEENE A NOTES 1. For "t" wall thickness see Table on Inlet Pian Na. ll© or M. t of curb o ning. will vary with the t}'pg o; curb and the 2. Height oeP th of the local depression.(See Local Depression, Sid. P,on 113) - • ..feel shail be bars a 1? ± O.C. both wa 3. Reinforcing ys placed l 2 clear to inside of box unless otherwise shown. - 4. S#e s-- tvone required vhAre"h" Is 3`-6" or less. tns4aitone step P 1661 above floor when"H"is more than 3'- 6" and less 5-- 0"'. hwWhere 'H" 1s more than 5#-- d, steps shotl be evenly spoced lb i�,tarvc.is from 16" cibovQ floor to within 12" of the. top of the bOx. P"QCO steps in volt Without pipe opening. 5. :;then curb openings are 7"high or more, place c -/4 di.... protection u ar horizon�tally across the entire length of the o�n.ng and bents bock 49. into the inlet wait on each side. ' 6. Curb openings longer than 59 shah have 0,1s pro!cction bor support bolt eoch 5' incrernt ent or fraction thereof, evenly spoced. "I. Pir:e(.;) can be placed in any wolf. 13. Curb section s�,o+i r::ot ch od;acent curb. t3. xcept for i'tiiets used as junction voxes, bosin tiaars shoal have te,.3 frorn oi'. di�ectic;1s tvwcf d cut let pipe o ►t.;rIirnvm slope of crid shall 1�ove o kraod trOtRet finish. r r 10. to.-:izin : All exposed metal shall be go�uonized af'er fUSricot►on. a .k~ ��;:;,�YSCITY OF TUSTI fy' 1�>'PROVEII El': T' STANDARD C,j IA -11 Till, L S ___�•_ ._.. 1- 7 DETA/LS 0- I -VOTES X - -"r1, rAlr.1;!;: r!7 D r7 T/V 4 3; .,L„ 3. � CvRf3 PRO TE � r10�`l 8' � ( SEE S TD. PL : t/ *` 112 j S7 D. CURB a GUTTER STD. CU�?8 a GUTTER SEC TI O A -A 0 9 i t � t t I \3t- 3 t h R . 3 , j A IV TOP OF CURE _ GUTT-ER h� SECTION 8-B �rc-t//SiC,1h�►S cr o� 1V1r/4tS . --- NO TES: /. LOCAL DE PRESSION SHALL SE CLASS *23 of P. C.G. 2 "L `•� LENGTH OF OPE/`JING SHOWN ON THE- PLAN. C / `l Y OF T US T/ 1`J / Al P R 0 Vj ,f EIV T STA N DA RD LOCAL DEPRESSION � A PPHO VEV ��, ' rf Tr Ef 'G1 ,vFER Da rE Galy. Mcfcl Chonnel U - Post STANDARD REFLECTOR No. W21R ion; Loco ied beihind Barr'cude as shown W2) 0 0 0 in sketch below. 0 0 0 0 0 F7 0 0 0 0 C E.P. Co Clearance Morker Unit centered Type L, 5 !spacing behind Borricod� _ a � rop *'Length shall b3 In multipie! �Le o of — 6@% + 1# — 961 eoch f 121 1" end - See std. plan -,,�P411 TREATI SENT FORVIMENI-N* SECTIQM R/W OP .0 lit E REVISIONS TE OF 41 - Z- 0 - (S S, R/W TREATI'n�NT FOR DEAD END Tl',4 L S CITY OF TUSTIN IMPROVEIVENT SSTANDARD- DEAD END 6 WIDENED SSC T/4/V SIGNING A PPR 0 VEO CITY E/l/C71N-t:--R -DATE A � �• t PC��1 LT SLOT 2i" 2 Ow t A. PO 9 T DOLT SLOT f t o - _ o o _ LAP IN OIRECTION OF TRAFFIC TEPWA"L SECTION ' LAPP -EO CP4 TRAFFIC FACE s� INSTALLATION_ too . z SYMUETRICAL ADOUT E 1¢ I , - 14FUTRAL AXIS -% I YR /p 401 s ' SECT iON THROUGH RAIL ELEMENT a+- 9" X040 PO S T WOTE: ALL Otis-NSIONS _gv3jTCT TO 1+ AhUFACfURiNG 1 0LERANCE S 01 A. DOLT O .r M w -i �y,A ' t I SAKE AS SECTION i T!•?RU RAIL ELEME-41 TERMINAL SECTION - r �4 t %a OYAE.. SHUt1LDt�R DUTTON HEAD SPLI-C"t" BIOLF �,-IUT • POST DOLT: SIMILAR EXCEPT LENGTH M 12 /2 2"4 �4 SET RAt-L VOST IN 3"CXA. tOLE & FILL WITH gL:.SS 8r f - .n ` I 04A. l.T CUT STM i ' s Q . TF OF 6. r I 3/4.2 %2 SLOT I ��asLaTsFn►+OLE f � 50 L.9. RAIL POST 1 4 =�" 3 d�7POST S RAIL SPLICE ARRANGE REVISIONS CITY OF TUS TI N 111110RO VEAW E"N T S TA NDARE ST., 41 O r METAL SEA1,111 GUARD RAILIA-IG 7 1T -Y G'n//CIA/r-I--.n- nn T. ' N �. C'J 43 _ Cn 3a Char Reflector _ 3" Yellow Reflectors • 1:+_ a o • �`t e o - l a N Target Plata 0 p Galy, Metal Channel # Post t 110-V I0%,.%- V 7 7 7. i 2 - o GUIDiE. MARKER CLEARANCE MARKER • TYPE D. TYPE L - Raf lector Fro me . 3" Yellow R�tectors - rr Top of Curb /2 - to Holes 4"x 49` S4S Timber Post Povement 3 Yellow Ref 1pctc"15 � Holes to 1 lit 12 d !`dtsil3 r � ; 1" x 4" x 5" Timber-.� i # ��! Anchor Blocx3 �- i ��t lie TIM B E R METAL H 0 R I Z 0 N.TA L REFLEC4.0TOR UNIT W 61 R h�✓�s�o�✓s C/TY OF TUST/N //;1PROVE/�1E/�!T STAND/,'r?D _ �r� ��� in;iriQcs d GUIDE a CLEARAPICE IVIARI(ERS APPROVEDI, 1 ,y Q , 00-/ Tr ENG/_ER __0A TE 7_7,/.? S TD. Wo. C� 1 Ar72 x15••cadmium or zinc ptoted 1)ESIGN- sT° eorrioge bolt, 0.0002 in. min. .'--: Ecch foL;r-way unit shall consist of two double face Signs A• with street narne, mounted of right angles with center rod B=Ornamental top and center cross ass:mbly. Each sign shalt be mode from one piece clurnt— • $ soddle of anodized aluminum num eX'fCl3SiOn. - . ., alloy 5052H32, ,C75 inches r--�- ------------ thick or cost anodized - $RACKET A S S E M 3 LY - oiurnInurn coltIng 0110y The post cap,tornernent and center rod assembly shalt be rlode A3567+5• to mount on 2V2.1.0. galvanized pipe. The center rod shall . be o yi codmium or zinc plated carriage bolt, 0.0002 inch t min. bead of bolt shalt form top of ornament. Boit shall ' extend through signs and fasten with nut inside of post cop. NOTE: Exocl locotion of street Post ccp shaft be cost anodized aluminum• deeply grooved signs to be located on Troct to securely held sign from twisting, and shaft be secured to P. improvement Pions, or Rood the pipe with 3-),b�' Allen head set screws. Saddles shalt • 1r Dept. Street Improvement ' """ Posts to �? IS' be anodized otuminum alloy 5052H32, 0.075 inches thick. --- Plans. placed ,joggle to prevent back of curb f cce unless St Z E-•- - rototlon•or cost In _ otherwise specified. •• N Length of sign may be ?-,Cor 3U Maximum width 6 , depth OrIe. piece. , . tt 3/ and thickness 0.090 in. _ • ``�`''� ATER 1 A L--- MATERIAL— • - Sign shall be anodized aiuminurn extrusion of 6063T-4 Sign - olloy material with overage tooting thickness of 0.0009 . i•nch-'sand green finishtornotchleft eringbackground. TINISH- Sign "faces 'boll be of Scotchlite reflective sheefing. t The tronsporent screen process color saholl be as recd•-y- C- Cost anodized aluminum cost- mended by the reflective st•.cetinq manufacturer. Aap�i:c�- tion of the retlectiye sheeting to Ishe sign shall be by •in olio post cop- C or 2 V �''with 3-3/5" A methods os opproyed by the reflective sheeting mon0000rer. 2A356T6 • } . stoimass steel sat screws. i—ETTERINv-- '•: t ., Street nomes shall be 4' high. Egcl norne sholl be individu- 2 /2 t•D. golvonized pipe 10 long. ally laid out to lit either the 24 or 30 space. The letters r Install so shot 2'--6 is Imbedded shall be of the rounded type style conforming with the . in concrete in the ground, min1mum stondord alphabet for highwoy signs designed by the J.S. diometer of excavated hone $ , and 7•-G" remolns above ground. Public Roods Administration. - ;•.•• . Plotz 3 mound til{,except - 3 in .porkways. Aluminum alloy for all components shall conform to - ��� ,,, t: -:�;��- 7 _ ,, .�► standard tolerances os published by the Aluminum Association. 4• 1 �•:.� hole 0.090 inches thick ` 24"or 30" • cn GREEN BACKGROUND 0: to !°W SILVER LETTERS . . - Center rib optional. • v io,vs DA TE of I N/ TiA t-,9 CITY OF TUSTIN IMPROVEldFNT STANDARD _ sT° -zo-mss' c2/ -- 69' P. o GN STREET NAME SIGN • APPRJ ✓rD �� �f1 � C T Y EIV GyNEER DATE 50 ---� 5 a ~ ��.---- 2 4- D to c iii AMOIT. 4 % 4S 1,, 43 DIA. 4f ECCEENTRIC CONE —F3 k4lt J eqs"A-30" MANHOLE PIPE C A 3 T I h S j— dF V, @001b 0'. Inis 24 Y%2Y2GRA Dr` RING .• oil 0,0 at Z4 DIA. As • �' 24 96 G R A D �*E-" RING TYPICAL. SECTION 48 LD, Ec-.c omlric Coda Mann-10Ia -3 15 M, Ai �4 H 0 Isom E P I P IVO 7 ES FOR MA 1VHOL E- BASE' SEE S TA IVDA RD PLAN NO. 9. FOR MANHOLE FRAME t9 COVER SEE 5,'frAil,19,4RD PL: IAI NO. 120. FOR GENERAL IV0TES SEE STANDARD PLAN 80. 119. • Of �- INI TSA LS lb Lit ftmmj 24"x 8" GRAD,>. RING 44"D1.4 4 .............. . t JOINT DETAIL "C" CITY OF TUS718 IMPROVEAVEA17' S7-..I-lIVDAffD 48"PP, ECA ST CONCRETE MANHOLE CIO Alt The crown elevation o: (it) --f- �•1nen hrc;gin end ofpipe is within monhoie, pipes shat[ be the same D I i orecx. toy f:usrt witri :rs.de of manhole os tea- crowTi elevation of W01 c -J ::Icster broken edges smooth, t(,.n ;orgest pipe unless, : •• •: •:��', ;l'•'• .. *�^='n :jr.:;roken end of p pe is in mcn�- otherwise indicated • ► • . • -- #-,c;? le -.,e sc•L•ere end ci:d fill fillets at . • . , Lp;Ger secs on to dMin. / :.. 2- 12 Long WC -P. •s of • join, • �.' �• inlets and outlet .• - D _ o R= 2 x D i c. r.lanhoie shaft ..�•. �, =�� .''' opening to be, ploced ►• -. • - )a downstream side •i • o •�. 6 24 24 _?- r � - Top of po,+ement or existing O • • . °. ! I • • `ra -1/2 Cement .morfor e - I, . • 2-3 Coll, --,r °.. 4 •a � . SeZ-1,-Ors .. -,. CNE D"TAIL '�.. Cone shall be •,-`-.4 ec:ce.:►.'iC to tD dn•,vn._ strecm. side of the = macr.:ore. - f• ; �i 2 GI -Out bet Reen oe1el joints Backfill, n, enhole 12 above the top of wye with • cleon sond.: Double hub Sind. drop _- manhole tee Streight pipe 2 l Stnd. 90' bend --Cl; ss Af1 concret e Bose poured ogoinst undisturbed soil i STJ,,N DARD 48" MANHOLE AND DROP M ' _ C,fi Nr T N N10 i E .' Crop manhole required v hen dirt --c led by City Fn,4ineer • D' . � �-' • O r ��1/i I �l � !. j' L � / f Cl / - f C.1 J ��/hr l% ';��� LJ Y �: / '.� 1� l V � J / AJIL ,l 1/2 it r� 1/2" G r OU t JOINT DETAIL. v L/ s Ho 1) N { 2-3 X74 ' -- - - - 1.,---. 3 _ 7�8 Iz 2 2 Y4 �13 -_ a H � 3 Z 2 2 3 2 2 SECTION A—A Al lcwcble varin$l ci = 5 To NOTE* 1ANHOL.E FRAME & COVER HALL. BE ALHAMBRA €=OUN'DRY CO. NO -A-1270 OR ". €' R R V D EQUAL. L E T �`ERi�;C ,N COVER SHALL SAY"SEWER" F"R SANITARY SEWERS AND • . .AINFOR STORk l DRAIN. MM 1 PLAN OF • {fid 2 1 ~� �Y �� i �r-t t � ; %!.� ;ti' f it ' _ti`s min ; n A .M,,.,,...._..,, `..._.... o t :A j't f •t i r r-• 1 4 —1 X iV2 # ! t~ H o1z, LIT UL.� f a ED3, a + J L - :Top V i w P L A t-1 OF COWr% _- s77,lf, . i ri kE I S / i>NS i ,/ , s 1 % c„l rt_ n� IN/T/1;1. s CI r! OF TUS TI N I MPRO � EA.7,c NT SrA1� DA R© Ivo. 0. el s06' 70 4efAA1H0LL—_ FRAM`F. 8 COVER C� ren I /c•n /� 1 r "'f , r; Standard Dronch f ' 12 rt ♦ 1 t .•S tt sy• Jainh to be con3'ruct*d in t 1 t 1 •' A accordonce merit;, t?to ivnproYa- tfieni pion and peGlticolions ' . 1• 'Q• ; �; _ cement concrete 't Pipe 1 station Pipe $ g w....... W d Sewer Moin Pipe b S ECT10'1- � "E3 SECT 10 N A -A EL V A T to GEN "ORAL N OT �S * -+ c�ce � K is shown on the imp;-ovement plans. The Station is shown on the improve- ;.< `�-Th r dist ent plan VJhen. the Seer Chimney Pipe is used with a suer connectifln the Stotion wilt b th some as the station o the Sewer connection, unless shorn atheortvise. When the S 2. ewer ChimneY Pipe e is used with a suer connection on both sides of the W suer main, looking- up grade, the se-iver conne ion on.� the rrgh3 side of the sowertnc in shalt be connected with the Y branch by a 6eighth bend and the suer connection on. the left shot. be connected with the upper end of the chimney by } a S.1 quarter bead, unl�iss otherwise specifI ed . J�; mower Chimney Pine is used tYi"i a suer connection on one side lb only, 3• �, h..t� the S,. Y o n rGcted as shown hereon, but with thia Y tho Suer Chimney Pope shall be, cc sit � � ;�• �-��� shall be closed facing the side with the saver connection. Thx% top of the c jm - tth a ca made for that purpose. The remaining spoca in the socket shall be filled P n #ha sand covereA with o thin coating of neat cement mortar. _ %vi�th vvef sand U d 1 RE v atvsCITY OF TUS T I N I MPRO VE�ri �E-W T STA NDA RD 01-/b A Tf- OF INI r/At.S A'O. SEWER CHIMNEY PIPE :. A � r,r-vr%rit- n� // _ � /1 �rry r����n�c-cn nnrc- y _ OV -010, -� Top of Puvamt-M •Y .°air ia�Z�� • . `•�i'��iCTi �' / 1`rI i �' � �i''�� ���f' •�7 - t • • � , • ► •• Or Ot C*ment i.. • • 400 -. i•, } • • • t•8t t3fi to be 5/13 f� EXi .t ' ,, ... • ' . , . d ; . • ~- 1 : o•• n high- R oisod I/a» }lb •- o_ • •� • • • A. �- E`f •••. . C lot10 • yr • • • • �r ` - ~ • • \ It CL • 1 • ••Ab •• 40 Line 1 _ tI _' -- • �ta• Notch / fI t f� Sewor 77-7 7_ FLAN o Ab: Oki - 11 com ant Corperet2 19 10•• Line ;pLj jj'',.,�� N o Covtr A 16 $iotk PIp4D - r E'=• SKETCH SHOWING TQC Or '? CLEAN --OUT AND CAST - f IRO! COYER USED IN t UN'FIAV rD STREETS S - C - 4-110N A — A rE of r a kE Vlsloa M1 TIAL3 CITY OF TUS TIN /MPROVE,'rfF-A1T STAPVDARD STANDARD CLEANOUT J-�,�APPR0VcD S1IUJ�EZ sT fV G R ` Elevolion of top of Curl>_ When usod in olleys this elovotion shall be taxon a� the top of poverngnt of 1h4 edge of pov9rnent. 5 t rye at surf oce Fain. wdhoul ' Cone. encosemant * Qis-tonca N E►. t S ondord 4 I ewer Tic Pips Voriabl D. �rsr Main - Pipe Vorioble 1 �ionuvru . �,v,•v• ELEVA i 1014 A of sews r moin x;-90 Unloss shoten -ot vwsSa- on piOnS_ .t r. J i L i v 1%%%,Stondord 450 and Stondord "Y •; Branch ---- P LA N ranch-._PLAN !ovation of floe lifts Property Line L,,,f—Station os shown i on Plans 1. The length "L14 is shown on the improvement plans. 2. Ti The statn of the point of in#ersect;on of the c�nterlirU of the sewyr connection PPe and the property line is shorn on the improvement plans. :5. The Intal end of the setiver can - nection pipe shall be closed by a cap made- for p P � , filled with yet purpose. The romoining space in the so..�.e# shad be tht�f sond covered with a thin coating of nAat cement mortar. 4, Th e distance ,.E.. is to be 4 unless otherwise speci t i ed. E of frIE V/, ONS /A,/ TIA 1.s CIT D T US I N / f� f RO VE-tvV E '�! T STA NDA RD �Sri?. ,� .... a STANDARD SEVIER . LATERAL own "DWAM6010pows 0 up br SIVE-VIALK W-.Av� 4 THICK P.C.C. APRON TO ir-3-SE POURED VITH SIDI-WALK NWINOLITHIC V WFIS FACE iC PANIP FOR 6 a R AN'$ P F OR d' CURB FACE E OF N I T!A L lb A CURB FACE ..-SIDEWALK or '--CliRB FACE 114 TO 6t: 41"T'I""'K P -C.0 AN -MM PC,','Prr-_D l./tONOLITHIC Will - H S I r"F-WA L K IT t\,!- 1-11"'ONt 11 p 11rr6% 9 P:e.,* IVI CITY 0 �"Us�� IN'. I " *, P P. 0 VEH EN'l T S TAND P-% D S - D. Ir �A I V H EEO LC R P, -P ill ll�w r7) T Y EN' FF R 0 AT r -I — . I — c 2µ SCHEDULE ooe -An r I 1 .0 fl, LA13 I WIL7 r_Af-AJlfZ)llJV4 OVlii I ALT ErRNATE, SAWCUT AND REbIOVE. MINIMUM OF 5 LIN. FT. OF CURB D GUTTER AS DIRECTED BY THE E- VGMIE E—P. IM THE FIELD. PCUR t'PE;; CONCR ETE CURB & GUTTER WITH 3's MIA. SChEDULE 4 0 PVC CA' -->T IN AT SA'IYE D1,11AENSION' SHOWN AT RIGHT . PLAN 12 o' A (FOR' -TYPE D CURB WITH G CURB FACE.) 3 SCHEDULE. - Lit" Ur UU I I tH 1,LTERNAT" SWHCUT AND rlEMOVE MINIMUM OF 5 LIN. FT. C,:,"-* CUR3 et GUTTER As DIRECTED BY THE'ENGINErER 119 THE FIELD. POUR NEW CONCRETE'CURRCi GUTTER WITH 4"DIVSCHEDULE 40 PVC CAST IN. AT SAW E DIME-t-ISION SHOVVIN AT filIGHT. PLAN 1258 r- A (FOR TYPO. -e%-2 CURB WITH 8" CURB FACt'H.) CORE DRILL 3~ DIA. 14OLE PA EPDXY GROUT AfROUNF-) PVC PIPE. E EVAT10N 3.4' FI-01,8LINEE OF GUTTER CORE DRILL 4 DIA. HOLE EPDXY GROUT AR'CUND PVC PIPE. EL' A- 1 10 No J TO rE 011c', M-67 rl.l L S CITY OF TUS7-11,1 IfIrIPH 0 VEME N/F S TA ND A %..A V.17— CUi73 CU TS FOR R 0 0 OR ONS1TE DRA INS "i i ♦� THE BELL ON THE COLLAR WYE SADDLE SHALL NOT BE ENCASED IN CONCRETE. TAP TO BE MADE ATAPPROX. t. OF JOINT. ENCASE 12" EACH SIDE OF OPENING WITH CLASS "A" CONCRETE. 450 A r '4�y CLASS "A" CONCRETE ENCASEMENT MAX. 4"TO 8" MAINLINE OR E L EVAT3 O N MAX. 6"TU 10" MAINLINE. USE STD. 126 B FOR LARGER SADDLE CONNECTIONS. �i D A C 45 o� B COLLAR TEE SADDLE �i COLLAR WYE SADDLE SECTION A—A DIAMETER A •� o. ''of C INCHES 45� INCHES INCHES 4 21/2 .• ,... �• ,•,. a•1 61/2 6 3 1 I/2 9 .. : .. . • . •. . • . • .. . . , .• •• • O •. • • �• • �.D. •.• I o.. ••- __ • • • • • CLASS "A" CONCRETE ENCASEMENT MAX. 4"TO 8" MAINLINE OR E L EVAT3 O N MAX. 6"TU 10" MAINLINE. USE STD. 126 B FOR LARGER SADDLE CONNECTIONS. �i D A C 45 o� B COLLAR TEE SADDLE �i COLLAR WYE SADDLE SECTION A—A DIAMETER A B C INCHES INCHES INCHES INCHES 4 21/2 11/2 61/2 6 3 1 I/2 9 NOTE: SEE ORANGE COUNTY SANITATION DISTRICTS STANDARD S-34-3 FOR SADDLE CONNECTION TO COUNTY SANITATION DISTRICT TRUNK NOTES: sEwERs. 1. THE SE'D'ER LINE SHALL. BE SCORED TO THE APPROXIMATE SHAPE OF THE COLLAR WYE OR TEE FITTING.THE CONTRACTOR SHALL EITHER CUT A NEAT OP'NING WITH A CERAMIC SAW OF 6" OR 8"D1A%.E.TERS; OR MADE A SMALL HOLE NOT LARGER THAN ONE INCH IN DIAMETER, IN THE APPROXIMATE CENTER OF THE SCORED AREA WITH A POINTED TOOL, SIMIL.ARTO A MASONS PICK,OR CHIP WITH A CHISEL AND SHORT HANDLE, HAND HELD HAMMER IN A SPIRAL FASHION TO THE SCORED LINE. s 2. THE CONTRACTOR SHALL SECURE THE COLLAR WYE SADDLE TO THE SEINER WITH AN EPDXY RESIN, PROVICED BY THE PIPE MANUFACTURER. 3. THE CONTRACTOR SHALL ENCASE THE SADDLE CONNECTION WITH CLASS "A'CONCRETE AFTER THE CONNECTION IS APPROVED BY THE ENGINEER. 4.THE CONTRACTOR SHALL KEEP ALL CLAY CHIPS, DIRT, EPDXY, MORTAR AND CONCRETE OUT OF THE SEWER SADDL.ED`AND SHALL PERFORM A CLEAINING AND BALLING OF THE REACH SADDLED if DIRECTED TO DO SO BY THE ENGINEER. 5. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY DAMAGED PIPE AS DIRECTED BY THE ENGINEER. DATE OF PVISIONS INITIACs CITY OF TUSTIN Its1PROVEMENT STANDARD STI. IYG' SADDLE CONNECTION �t A PPROVED &IGINEERJOATE,�'--,9W---,;� P BELL ON WYE SHALL NOT BE INCASED IN CONCRETE 6 11 A x ELEVATION CLASSX CONCRETE ENCASEMENT ,\ 45 • CERAMIC WELD OR BANDED RUBBER COUPLING ow Is 1 PER FT MINIM."UM SLOPE 14 YBEND 8 45 41 , MINIMUM SAND BEDDING SAND BACKFILL I FT.AGOVE PIPE NOTE: SEE ORANGE COUNTY SANITATION DISTRICTS STANDARD S-34-2 FOR CUT IN WYE CONNECTION *ro COUNTY SANITATION DISTRICT TRUNK SEL. ERS. o'A"""-rF- OF REVISIONS INITIA L S CITY OF TUSTIN IMPROVEWENT STANDARD s TO. N 0. CUT IN WYE CONNECTION ca 'j ir rf V�-. '.4f rITY F-Alrll%JFFR I r)ATF4*-!2 OCW'%*.. APPENDIX B CONTENTS OF ENVIRONMENTAL Z 1iPACT REPORTS Table of Contents Section Title Wage GENERAL 1 2. CONTENT OF THE DRAFT. E. I. R. 3 . a. Table of Contents 3 b . Abstract . . . .3 c. Location and Character of Project 3 d. Existing Environment . . . . . . . 4 e, Physical Description of Proposed Project . 4 f. Socio --economic Characteristics of . Project . . . . . . . . . *0 5 g. Significant Environmental Effects of the Proposed Project . . . . a. 6 h. Any Significant Environmental E'f fects Which Cannot be Avoided if the Proposal. is Implemented . . 6 i.. Mitigation Measures Proposed to Minimize the Significant Effects . 7 j. Alternatives to the Proposed Action. . . . . . . . . . . . .. . . . . 8 k. Relationship Between Local Short-- term Uses of Man's Environment and the Maintenance and Enhancement of Long-term Productivity . . . . . • • • • • 8 1. Any Significant Irreversible Envir- onmental Changes V1hich Would be Involved in the Proposed Action Should It Be Implemented . . . . . • • • - 8 M. Growth-- Inducing Impact of the Proposed Actions . . • • • - • • - • • • 9 n. Water Quality Aspects . . . • • . • • • • 9 o. Effects Found Not be be Significant . . . 9 p. Organizations and Persons Consulted 3. CONTENTS OF FINAL E.I.R. 10 APPENDIX B CONTENTS OF ENVIRONMENTAL IMPACT REPORTS GENERAL. _jIMen determined by the Community Development Director, on the basis of an Initial Study, that an Environmental impact Report is required, information shall be furnisbed in the content and format as herein specified: In order to facilitate changes in the EIR, such as the addition of supplemental data, maps, letters, and other information, all pages in an EIR must be easily separable, rebindable, such as that allowed with looseleaf binders, screw-type bindings, combo binder., and other similar methods. Size of the docu- mentpages shall be x 11", or folded to such size. b. Each element must be addressed and separated into distinct sections with each section beginning on a separate page. The information contained in an EIR shall include sununarized technical data maps, plot plans, diagrams and similar relevant information sufficient to permit full assessment of significant environmental impacts . by reviewing agencies and members of the public. Placement of highly technical and specialized analysis and data in the body of an EIR should be avoided through inclusion of supporting information and analy- ses as appendices to the Main body of the EIR. Appen- dices to the EIR may be prepared in volumes separate from the basic EIR document, but shall be available for public examination and shall be submitted to all clearinghouses which assist in public review. d. The EIR should be prepared using a systematic, inter- d*sciplinary approach. The interdisciplinary analysis. shal). be conducted by competent individuals) but no single discipline shall be designated or required to undertake this evaluation. Preparation of EIRs is dependent upon information from many sourcesy including the engineering project report and many scientific doc- u1i'Dents relating to environmental features., The EIR sl)all reference all documents used in its preparation including where possible a citation to the page and section number of any technical repo ' rts which were used as the basis for any statements in the EIR. Resolution No. e . :he EIR should discuss environmental effects in propor-- tion to their severity and probability of occurrence Effects dismissed in an Initial Study as clearly insig- nificant • - unlikely to occur need not be discussed fur-- ... n,�f�.cant and u Y -ntl ther in the EIR unless the Lead Agency subsequently • information inconsistent with the finding i receives �nfor n t iZ e Initial StudY . A copy of the Initial Study shall be attached to the EIR to provide the basis for limit- ing i.mit--ing the impacts discussed. An EIR shall contain a statement briefly indicating f'�- T the reasons for determininc, that various effects of a project that could possibly be considered. significant � were not found to be significant and consequently were not discussed in detail in the EIR. go Drafting g an • EIR necessarily involves some degree of astina . While foreseeing the unforeseeable isfox•ec � its - best efforts to possible) ossible) an agency must use find out and disclose all that it reasonably can* a Lead Agency finds h , I f , after thorough investigation, a articular impact is too speculative for evalu- ation, p the agency should note its conclusion and ter- at�on, � Y urinate discussion of the impact. degree of s ecif icity required in the EIR will is The g p correspond to the degree of specificity involved in the Y C> underl ing activity which is described in the E.IR . • incorporate by reference all or portions � . An EIR may p i of another document subject to th�, .. following condi- tions: The referenced document must be available at the Tustin Branch of the Orange County Library and at the Tustin City Hall and so stated within the EIR. (2) The incorporated p art of a referenced document } shall. be briefly described or summarized. Th e relationship between the incorporated part (3) of the referenced document and the LIR shall be described. k. The EIR should be prepared N1.7ith a sufficient degree of analysis to provide the decision -makers with suf- ficient information to enable evaluation of environ mental consequences of their decisions . nt(25) copies of a draf t EIR shall be Irye ��--f ive . required for local agency review. EIRs requiring Resolution No . 2 State Clearinghouse review shall be submitted in an additional 25 copies . 2 CONTENT OF THE DRAFT E.I.R. content of a dr aft ETR shall include the required sections . 4as follows: a,* Table of Contents. The DIR shall contain a Table of Contents identify_ • subject headings , references, appendices, and a.n� the sub,_,� .document* location of information contained within the d b. Abstract . A Summary section shall be placed in the front of the . d ocu ment , identifying significant impacts of the pro- ject, ro- Ject, mitigating measures, and alternatives, with refer- ence to the sections of the main body of the report. ucre shall be such as to enable the issues to The fanga. be easily understood by the average member of the lay public. C. 1,ocation and Character of the Project. (1) Location_ (a) Describe geographical location of project and surrounding area by detailed map and regional map . localjurisdictional boundaries; (b) Locate l city -limit and count -y- lines; water , flood controls sanitation and school districts* (c) Identify property ownership as appropriate. n (d) Locate and describe topographic features and any existing improvements, pipelines, ditches, transmission lines, roads . drainage (e) Fully describe existing structures. (f)Describe surface and subsurface geology. (2) Statement of Objectives A statement of the purpose and objectives sought by the proposed projects, (3)Statement of Char .actistics A general statement of the project's technical, Resolution No. 3 environmental characteristics , con - and and ens �. •r�,in proposals and ' ' n the princlpa.l engineering siders. g rvice facilities* supporting public se pzas.n�ofthe Proj ect(4) • indicating phasing of the ,� statement and d�.agrams at tentive schedules for • i f any., including project, grading, construction) and occupancy . �. Exa.st a.nny�.ronment . d •t ion of Environmental Settincr (1) Descri • description of the environ An EIR must Include a as it exists • e vicinity of the prod ect , r ment in the ��o ' ee t from both a fore commencement of the p J be -ect ive . Knowledge o f the local and regional persp . 'cal to the assessment of regional setting is critl should r gimpacts Special emphasis environmental p z sources that are rare F e laced on environmenta resources b p' on . Specific i s reference to or unique to that real , p � • e both � � both public and p� zva,t , related projects, p pion should also ' nt and and planned, in the reg, ex �.stE the possible ores of examining be included, for purposes •` - • f such projects. Include ls- F Cumulat�.ve Impact o lies and energy use o f existing energy supp cuss�.an egion and locality. patterns in the r (2) Historical Background • characteristic of site that may a Descx'�-be any charas a,leon- C ) al archaeological, or p be known h� stox 1 c , tological significance* - (b) Describe history of existing - • � development of site, if any - c Ph si•cal Description of Pro ose d Project* 1 Stxuctuxes and Land Form . C} . • used structures, loca.t ion, size, (a} Descry -be pxop apartment, office build- type uild-- t S=p e (factory, hotel) i.ng, etc.). • chines of- various types. (b) Identify loca.tlon of machinery • elements, including any e Locate transportation • n construe - roads, be used during temporary ones that Y trans- tion., rans-- • railroad tracks, Pipelines;, t ion ., a� oa s , rmer station, pumping mission lines, transformer stations.* Resolution No. 4 - Locate a.nd describe open space, paved areas, (d) buffer zones, isolating walls, plantings. (e) Locate and describe recreation areas, walkways, wildlife areas. (f)Describe changes in topology, cut and fill. (g) Discuss matters rela.t ing; to safety. (h).Comment on lifetime of project. (2) Energy Matters. Discuss energy implications, when relevant, (a) to include the following: i Ener --consuming equipment and processes C )� which will be used during construction, operation and/or removal of the project. This discussion should consider the energy intensiveness of materials and equipment required for the project. i Total energy requirements of the project by fuel type and end use, Energy conservation equipment and design C ) features. Gv) Initial and life --cycle energy costs or supplies. f. Socio --economic -Characteristics of P.rI�ect- L ' ated o ulation density and dispersio, if {1) Estimated population residential. (2) Recreational areas. (3) Open space provisions. (4) Compatibility with surrounding areas. (5) Landscaping and general aesthetic appeal. (6) Density (d.u./acre), if residential. (7) Price range of improvements. (8) Effect on community economy. (9) Public services required. Resolution No. 5 (jo) Ef feet on local. tax revenues. 1 resource pxeServation. �iistor�.ca (1�.) h enex•al plan elements. ('12) Coliformance with g f f ects o f the Pro posed f xo � ect . Environmental E --- g. �11�ficant ' to include planning, . Considering all phases of a project acqu�.s 1 t ion development and operation, • indirect significant. • (1) �3e s c ribe the direct and �. ro ' project on the environment) giving effects of the ]? m and long_ due con sideration to both the short -ter term effects. specifies its of the area, the resources Ync�.ude relevant s� ns to ecol.ogi- (2) changes, alterations involved, physical g • �. population dis- tribution, and changes induced • In pop cal systems, population concentration, the human use tz Zbution , pop. z�ereial and residential of the land (including cora source base and other aspects of the re development) ub�. i c seryl ces . such as water, scenic quality and p Cumulative effects shall also be discussed when found to be significant. (3) Discuss relevant energy impacts as fo11o'71S : • energy requirements and its energy (a) The project's enc gY q - e for efficiencies by amount and fuel typ • use of fit - life cycle, including .each stage of the project's • � operation, main L, enance and/or • construction, If appropriate, riate, the energy intensive - removal . 1 pp p ness of materials may be discussed. on local and regional (b) The effects of the project lies and on requires gents for addi-- energy supp tional capacity . of the project ect on peak and base Cc) The effects p , � and other forms period demands for elects icit� of energy • ' the project ' est compliess with (d} .The degree to which t p existing energy standards. (e) The effects s of the project on energy resources. S1TZlf1G11t ;1v1xOYmEZtal Effects Which Cannot At - �osa.l is Iil> >lementcd . Be Avoided if the px o cts .neluding those (1) Describe any significant ImY �a. Resolution No . 6 which can be reduced to an insignificant level. but s that cannot not eliminated. where there are impacts be alleviated without inlpo-sing an alternative design, • atiojls and the reasons why the project their . lmpl�c , . �. their effect, being proposed, nott� �_thstandln� is g p should b.. described. . Describe significant impacts on any aesthetically valuable surroundings, or on human health. (2) Discuss unavoidable adverse of f ect.s such as waste- ful, inefficient and unnecessary consumption of durin the project construction, operation, energy g maintenance and/or removal that cannot be feasibly mitigated. • Proposed to , Iinim * ze the . Mitigation ,•ieasures p Sirrnificant Effects. si�nif icant avoidable adverse impacts, (1) Describet:>eficzent and -unnecessary consumption including in r and, the measures to tnin�n112e these of energy, , . impacts. The the of mitigating measures shall. distinguish st inguish between the measures which are proposed osed by project proponents to be included in ro •ect and other measures the project res that are notexpected included but could reasonably be to reduce adverse impacts. This discussion shall include an identification of the acceptable levels to levels were identified. where several tivh • �.cll such le impact, meach measures are available to mitigate an should be discussed and the basis for selecting a particular measure should be identified. (2) Discuss energy conservation measures, as wel as �.gy other appropriate mitigating measures, when rele- vant. . �Ii.tig ation measures may include measures to reduce wasteful, ineff i-- (a,} potential f cient and unnecessary consumption o energy during construction, operation, maintenance removal. The discussion should explain r and/or�f � rated i why certain measures were incorporated n the nd wh other measures were dismissed. project a Y (b) The potential of siting, orientation, and design to minimize energy- conswnption. x The potential for reducing peak energy demand. (d) Alternative fuels (particularly renewable ones) or energy systems. (e) Energy conservation which could result from recycling efforts. Resolution No . A • Alternatives- to t1le proposed Action. J - Describe all reasonable alternatives to the pro- ject or to the location of. the project, ect , �i (1) - which ch couId ` feasiblyattain the basic objectives of the project, T r favor of the ultimate and why they were rejected in f � choice. The specific term of "no project" must also always be evaluated, along with the impact. The discussion of alternatives shall include alternatives capable of substantially reducing or eliminating any significant environmental effects even if these alternatives substantially impede the attainment of the project objectives, and are more costly. (2) Energy alternatives should be compared in terms of overall energy consumption and in terms of reducing wasteful., i.nef f i.cient and unnecessary consumption of energym. k. Relationship Between Local Short-term Uses of Man's Environment and the Mlai.ntenance and Enhancement of Long --term Productivity . Describe the cumulative and long --term effects of (1) the proposed project which adversely affect the state of the environment. Describe impacts which narrow the range of beneficial uses of the envir- onment or pose long --term risks to health or safety. (2) In addition, the reasons why the p3roposed project is believed by the sponsor to be justified now, rather than reserving an option for further alter-- natives, should be explained. (3) Short --term gains versus long-term impacts should be compared by calculating the energy costs over the lifetime of: the project. 1. Any �, Sig1 if icant Irreversible Environmental C11 V_hich l ould be Involved in the Proposed Action Should It be Implemented. (1) Uses of nonrenewable resources during the initial and continued phases of the project may be irrever- sible since a large commitment of such resources makes removal or nonuse thereafter unlikely. Pri- mary ri-- mar S r impacts and, particularly) secondary impacts (such as a highway improvement which provides access to nonaccessi.ble area) generally commit futureg enerations to similar uses. Also, irre- versible damage can result from environmental Resolution No. accidents associated with the project. Irre-- trievable .commitments of resources should be eval- uated to assure that such current consumption is justified. (2) Discuss how the project preempts future energy development or future energy conservation. m. Growth -Inducing Impact of the Proposed Actions (1) Discuss the ways in which the proposed project could foster economic or population growth., either directly or indirectly, in the surrounding environ ment Included in this are projects which would 4 remove obstacles to population growth (a major expansion of a wastewater treatment plant might, e for example, allow for more construction in ser- vice areas). Increases in the population may fur - tax existin r community service facilities so t ��e r €, E consideration must be given to this impact. Also discuss the characteristic of some projects which may encourage and facilitate other activities that could significantly affect the environment, either individually or cumulatively. It must not be assumed that growth in any area is necessarily beneficial detrimental, or of little significance to the environment* (2) Discuss the estimated energy consumption induced by the project n. water Quality Aspects . Describe in the environmental setting section, and other sections where applicable, water quality aspects of theP ropo sed project which have previously certified b%7 the appropriate State or i.ntersta. to organization as J being in substantial compliance with applicable water eater duality standards. 0. Effects found Not to be Significant* The E IR shall contain a section which indicates the reasons that various possibly significant effects of a project were determined not to be significant and were therefore not discussed in detail in the DIR. This requirement may be satisfied by the inclusion of a copy of the Initial Study. p. Organizations and Persons Consulted. The identity of all Federal, State or Local agencies, Resolution No. other organizations and private individuals consulted illpreparing the E111, and the identity of persons, ZZ> firm or agency preparing the EIR by contract or other authorization must be given. 3. CONTENTS OF FINAL E.I.H. a. The Final EIR shall consist of the Draft EIR con-- to the elements described in Section 2 of these Guidelines, a section listing the organizations and persons consulted and containing the comments -ler received through the consultation process, either verbatim or in summary, and the response of the City to the significant environmental points raised in the review and consultation process. Resolution No. 10 • APPLICATION FORM USE PERMIT NO. VARIANCE FILING DATE ZONE CHANGE HEARING DATE A petition is hereby made to the Tustin City Planning Commission, pursuant to the provisions of the Tustin City Ordinance No. 157, as amended, for consideration of the property and intent herein described. APPLICANT OWNER/LESSEE Name Name Mailing_Address Mailing Address TO PE RMI T LOCATION OF PROPERTY LEGAL DESCRIPTION OF SUBJECT PROPERTY PRESENT USE AND ZONING OR SUBJECT PROPERTY DEED RESTRICTIONS, IF ANY JUSTIFICATION OF THE APPLICANT BY BY (Signature of Applicant) (Signature of Owner/Lessee) • INSTRUCTIONS FOR FILING APPLICATION FORM Note: The next filing deadline is 12:00 Noon, , ,197_. • If filed by the above deadline, appli- cation will be heard , ,197 FILING PROCEDURES: Eight (8) copies of this application must be filled out completely and submitted, together with the required exhibits and filing fee, to the Secretary of the Planning Commission at LEAST (19) DAYS BEFORE THE MEETING AT WHICH THE APPLICATION WILL BE CONSIDERED. The Planning Commission meets on the second and fourth Monday of each month at 7:30 P.M., in the Council Chambers, 275 South "C" Street, Tustin. Upon completion of the filing process, an advertised public hearing will be held by the Planning Commission. Each applicant will be notified of the date of this hearing one (1) week prior to its being held. The Commission will announce its findings by formal resolution and a copy of that resolution will be mailed to each applicant. USE PERMIT: A Use Permit requires a mini -mum of one (1) advertised public hearing before the City Planning Commission. The action of the Planning Commission is final unless f it is appealed to the City Council. If the application is granted by the Com,-1ission, certain conditions may be included which must be met prior to the issuance of building or occupancy permits. To expedite your project, it is advisable to consult the Building, Engineering, and Planning Departments regarding the necessary steps to comply with these ce..nditions . VARIANCE PERMIT: A Variance Permit requires a minimum of one (1) advertised public hearing before E the City Planning Commission. Action by the Commission is final unless appealed to the City Council. As in the case of a Use Permit, approval of a Variance Application may include conditions that must be met prior to issuance of building or occupancy permits. A Zone Change requires a minimum of one (1) advertised public hearing before the Planning Commission and a minimum of. one (1) public hearing before the City Council, regardless of what action is taken. Hearings held by the City Council follo:: ^ the same procedure as the PlaHing Commission, with the exception that an additio:ial filing fee is not required. 7he City Clerk will advise each applicant as to the specific date for hearings. Minimum requirements of parking, setback lines, open space, etc., are set forth in the Municipal Zoning Ordinance, a copy of which is available from the City Clerk, City Hall. TIME LIMIT OF USE PERMITS & V= RI..NC'S : Any Use Permit or Variance granted under the provisions of the Zoning Ordinance shall be null and void if not used within one (1) year from the date of the approval thereof or within any longer period of time if so designated by the Planning Commission or City Council. (Applications for extension of the one year time limit shall be filed prior to the expiration date.) -1- FORMS REQUIRED: 1. Application Form: Eight copies of application form must be completed and signed by the applicant and/or his agent AT THE TIME OF FILING. 2. Letter of Authorization: If the applic�.zt is not the legal owner of the property involved, he must be authorized in writing as the agent of the property owner. A form for this purpose is attached and it must be notarized and s»bMitted as a part of this application. 3. Deed Restrictions: If the property is part of a recorded subdivision, one (1) copy of all deed restrictions covenants and other legal documents affecting the subject property is recruired. EXHIBITS REQUIRED: CLARITY of each of the following documents is most important. Blue or black line prints of exhibits No. 3 and No. 5 should be of a high degree of QUALITY and CONTRAST, s _rice they are required to be photographically reduced in size to 8� x 11 inches, as a part of the application (Exhibits No. 4 and No. 6) 1. EXHIBIT NO.I - AREA MAP Size: 17t' x 22" Quantity: iwo (2) copies Scale: o less than 1" = 200' Content: 1. All of the area- within a 300 foot radius from the exterior boundaries of the subject property. 2. A line indicating the 300 foot radius. 3. Streets and Street names. 4. North Arrow �. A title block in the lower right hand corner containing the following: a. Scale of Map. b. Name and Address of the applicant. c. Date of preparation. 6, Net dimensions of the subject property. j. Designation of the subject property by either shading or darkening the exterior boundaries. 2. EXHIBIT NO. ? - Pp pERTY OWNERS' LIST Size: max" x 11" Quantity: :.o (2 ) copies Content: his list must contain the owner's name and mailing address of each lot within the 300 foot radius of the above ment Toned man. A number must be placed before each name that will cor- respond to the same number placed on that person's property on the radius map. This list should be typewritten. -2- 3 . EXHIBIT NO. 3 - PIAT PIAN: Size: 24" X 36" Quantity: Eight (8). copies - Scale: Any size large enough to show clearly the details of the development. Special Requirement: FOR A ZONE CHANGE APPLICATION, only a dimensioned plot plan of the property is required. It is not necessary to include any of the proposed property improvements. Content: 1. North Arrow 2. Title Block. a. Scale of Map b. Name and address of applicant. c. Date of preparation. 3. All boundary lines on the subject property fully dimensioned and tied in with the centerline of nearby public streets. 4. The name, location and width of any adjacent public or private streets. widths should include any re- quired street widening. 5. The narme, location and width of any water courses, structures, irrigation ditches, and any other per- manent physical features of the land. 6. The width and location of all existing or proposed public or private easements. 7. All proposed improvements and their distance from the boundaries of the property and from one another noted by proper dimensions. 8. All parking spaces and aisles drawn and dimensions with the `low of traffic noted by arrows, and calcu- lation of required number of parking spaces. 9. The location and width of all vehicular and pedestr-an access openings into and out of the property. 10. All proposed walls and fences, including height and material, and all proposed exterior lighting structures. 11. All proposed landscaping in as much detail as possible. 12. The Zoning. and Existing Land Use of the subject property and properties contiguous to its boundaries. 13. Location of nearest wall of structures on adjacent properties and the use therein. 4. EXHIBIT NO. 4 - FILM POSITIVE (REDUCTION OF PLOT PLAN): Size: 83i to X 11" Quantity: One (1) copy Content: This is a reduced positive photograph on clear film of the Plot Plan (Exhibit No. 3) and will show all items con- tained on that Plot Plan. The purpose of this reduction is so that copies may be reproduced and distributed to the Planning Commission and City Council members. -3- 5. EXHIBIT NO.5 - ELEVATIONS Size: 24" X 36" Quantity: Eight (8) conies Scale: Any scale large enough to show clearly the details of the development. Special Requirement: Not required as a part of ZONE CHANGE APPLICATIONS Content: 1. At least one front and side elevation of EACH BUILDING TYPE proposed on the site. 2. Title Block. a. Scale of elevations b. Name and address of applicant. c. Date of preparation. 3. Dimensions of all buildings and structures. 6. EXHIBIT NO. 6 FIL:�I POS:. i + VE (RE DUCTION OF ELEVATIONS) Size: 8Y" X 11" Quantity: One (1) Copy. Special Requirement: Not required -as a part of ZONE CHANGE APPLICATIONS: Content: This is a reduced positive photograph on clear film of the elevations (-xhibit No. 5) and will show all items contained n these Elevations. The purpose of this reduction ,mss so that copies may be reproduced and distributed :.o members of the Planning Commission and City Cou c it . -4- OWNER'S AFFIDAVIT STATE OF CALIFORNIA COUNTY OF ORANGE SS. CITY OF TUSTIN (Please Print name in full) being duly sworn, depose and say that the foregoing information and the attached maj:) and list of property owners are in all respects true and correct to the best of (our) (my) knowledge, information and beliefe Phone No. S igned: Subscribed and sworn to before me this day of j 197 Notary Public APPENDIX t.: 3CAL E: 14or ieQd EXHIBIT NO . � - � rcr.ci MAP Size: 1711X 22 Number: one ( 1) copy Scale: 1"=200' Content: 1. Area within 3001 radius. 2. A line indi ca t in c*_.t -.001 perimeter . .3. Streets and street names. 4. North ars: ow . 5. Number i n g of pa.��: _= . 6. Net dimens ions or s ect .property. 7. Designation of sub-lPct property. 8. Title b oc coil { ^: : + Scale, Name & Address of a gip? icazt, Date of preparation EXA PI- . IBIT NO. 1 EXHIBIT NO 20 -- PROPERTY .OWNERS' LIST Size: 8Y" h 11" Number: One (1) copy Content: This list must contain the owner's name and mailing address of each lot within the 300 foot radius of subject parcel. A number must be placed before each name that will correspond to the same number placed on that person's property on the radius map of Exhibit No. 1.. This list should be tvnewri.tten. EXAMPLE -- EXHIBIT NO. 2 Map Number Name Addre s s • 1 Mr., & Mrs. John E. Smith 109 S. Prospect Street, Tustin, 92680 2 Mrs. Ruth Jones 111 S. Prospect Street 3. . . . 42 43. Tustin, 92680 Consolidated Industries 260 W. 1st. Street, Tustir 92680 Mr, Bruce Thomas 50 N. Prospect Street, Tustin, 92684 8. 2 EXHIBIT NO. 3 - PLOT PLAN size: 24" X 36" Number: Eight ( 8) copies . Scale: Not less than 1/8" = I' Content: 1) North -Arrow 2) Title Block a. Name of development, b. Scale of map: C, Name and address of applicant. d*. Date of preparation. e . Name of person or firm preparing plans. 3) All boundary lines on the subject property fully dimensioned and tied in with the centerline of nearby public streets, .- 4) The name, location and width of ' any adjacent public or private streets. Widths should include any required street widening. 5) The name, location and width of any water courses, structures, irrigation ditches, and any other permanent physical features of the land. 6) The width and location of all existing or proposed public or private easements, 7) All proposed improvements and their distance from the boundaries of the property and from one another noted by proper dimensions. 8) All parking spaces and aisles drawn and dimensions with the flow of traffic noted by arrows, and calculation of required • number of parking spaces, 9) The location and width of all vehicular and pedestrian access openings into and out of the property, 10) All proposed walls and fences, including height and material, and all proposed ex- terior lighting structures, 11) All proposed landscape areas, 12) The zoning and existing land use of the subject property and properties contiguous ET to its boundaries, 13) Location of nearest wall of structures on adjacent properties . . B-3 .EXHIBIT 8-4 plot Pi (Film positive) 01roE z co (f) Li I it -N \1-,, I EXHIBITS 5WA,�Lf� 10 Al SL�5 Design Notes 1. Stall dimensions: 9' x 17Y plus 2Y front overhang area. 2. Drive aisles: 27' 3. End Stall width: 12' 4. Inside curbs: 642' 5. Back-up area: 3' 6. Turning Area : 12' and striped 7. Curb and Wheel stop: 6" 10. Driveway apron: 30' minimum 11. First parking stall setback from front property line: 10' 12. Walkway: 2' 13. Ramp: 3' (may include walkway width when adjacent to handicapped space) 14. Handicapped snace: 12' x 17Y with identification 15. Peremeter Wall: 618" when adjacent to residential property 16. Landscaped area: 5' minimum 17. Trash Enclosure: 18. Fire iiydrants: as required 19. Lighting Standards: as required ,5Z �a�UP�E P�KWv i.or "-3o �I7 Design Notes 1. Stall size: 9' x 1713' plus 212' front overhang area. 2. Drive aisle: 27' 3. Walk openings (optional) : 3' 4. Inside curbs:. 62' 5. Interior circulation: 25' 6. Row length (until separated by landscaped island or walkway): 160' 7. island width: 6' B. Curb and Wheel Stop: 6" 9. Curb radius: 3' 10. Curb cut: 30' to 35' 11. Front setback (1st parking space from property line abutting street or alley): 10' 12. Walkway (adjacent to end stalls: 2' 13. kar�2 (tray be included adjoining handicapped space): 3' 14. Hand i cappn d Space -(with idernt i f i - cation) : 12' x 17Y 15. Peremeter Wall (ween adjacent to residential property): 16. Trash Enclosure 17. LandccaFed area: 5' 18. Fire?yd rants: as required 19. Light Standards: as required M 4 `-;"' A H I B I T Desi n Notes 1. Stall size: 9` x 20' plus 2i' front overhang area* 2. Drive aisle width: One way - 20' Two way - 27 3. Walk openings (optional): 3' 4. Inside curb dimension: One.way - 60' Two way - 671 5. Interior Circulation: One way - 14' Two way - 250 6, Island or row length: 180' 7. Island width: 6' g, Curb and Wheel stop: 6" high, 5' from peremeter. g, Curb radius: 39 10. Driveway curb cut: One way - 30' Two way - 35' 11. Front setback (1st parking ....................... , space from property line abutting street or alley): 10' 12. Walkways: 2' 13. Ramp (May be included adjoining handicapped space) : s' 14. II_ ani ca ed Space (with ident i- f ication) : 12' x 20 15. Peremeter wall (when adjacent 8f` to residential property) 16. Trash Eric losure : 17. Landscaped area: 5 18. Fir_ ydrants: as required 19. I,i iit ing Standards: as required i I : oil per XAl 131 Id - COT. CURD tn.s •.+y+i w� j 1 CON C. WALK W H.M+•el 's• f.a.a ' w• •V• I'• T • i � OOr 0ffrI4 L. . .T •. J •tR�d �� ' ls•♦ 46 �,%.I.A4• +i l r V'•r-+' r'+ r+ tr'� e-•�—+•T•e'. r. t r s-�r� t _I�sx tr'�►= ' �i (:IK K�! jib •:....iAt Ilu � l t i � r - } • 4iM r rt v...... ."*.t+� q,yrt -...r-....�-.*-T - • t t t *- "� t r t I Ir� is ..t. t . t s.�• r. r• ' t --t r • t' t �•r,,.� `NZZT f lw ILI 7 1.. _ wdwit M•s� umomw u sow %%..• PnRK; NG - LOT CLr-VATION_ TA,w1 ro K ^ow. 10-#* Y. • U O • J _,,.,,._.�•.., .... ... .. �� . _...- � + �, J"'�. arm • �,�,� ., ..._._. ...,...Art Fk c AR r -Lt W%TIS • • 1 MiN1,11t4-1- ' �- 1• 1 hagL trl4a + Nauo ►14.+1 ��� '[ya+4 rM►..1♦ n+ MwR�t/t — �•CL.O Y+�rV boYO OVP% - o jW v u v v. o v v v v v v o a v v v vit v ik f ITT ` � � . .�,�.. �-'�► � '""fit-,� E-.�t t � �'`� i �... t �, - . 7 1 O t ter... I • • � ; _-._. —. 1 E fAA` • . • v • . • • •= • , r i- jot I u ;avnJm% 0 gob NN f • , Q • iJ - o 0 ex + 0 0 dl /_--)V Ilk 1p q inn 7 i E. "i F � t � 1 1 . Scaler Not less than 1/8" = l'-O" The items listed below are needed for sign plan review. Those items applicable to the proposed signing should be included. • Content: 1. Title block. 2. Boundary line of subject property. - 3. Property dimensions of street frontage and side streets. 4. Dimensions of proposed sign (square feet) . 5. Dimensions of building wall area on which sign is located (square feet ). 6. Height of proposed sign from grade level. 7. Distance from nearest residential district if building is adjacent or across the street from a residential district or development. 8. Location of free-standing sign by dimensions in relation to plot development and property lines . (Site plan),. 9. Location of roof or wall sign on building. 10. Means and intensity of lighting (-iaximum 425 M.A. , soft cool white lamps, no closer than 10" O.C.). 11. Description of sign material. 12. Color of letters and background area by name and sample. 13. Statement of other signs on structure or within complex. Photographs Color snapshots of proposed sign or equivalent signing. Black and white snapshots of existing area development shown from four directions. City Center Centennial at Main Tustin, California 92680 (714) 544-BB90 SIG N' PlJ% 11" SDBIM I��78I. App-licant Address and Telephone I'ocat]..00 Date --``-`—' -----'' ---------------------------------------- C PIanoinq Department Eoglnoering Depalctmout ----- ----------'---------------- Boildiog Department �o SIGN PLAN ' 4` -2 " rpt --tea C -Q I� I� �I II t� II � II I� I� II ji I II I� � II I� I� I� �I POUR CONCRETE AGAINST NAT. GRADE � ILd� DIA I GROUND BASE MONUMENT SIGN FT) SKETCH -wf*MNDERING or PHOTOGRAPHS '+ I w 0 T r t !Nil, 1 . r�5, % a �"'i16 . '• +t.1 1 1 Tr"W r T r ryr 1, L. T1 , j!• ',• .,tib v'►5..,,,,,,�Y...t'iYr•1-J.r!�.r1• , �.•. r'jq`7.y.•,}. 1 «i• r>. r �..�.r' rte►,.,,,.. a 'r .�� f „'�� Y. r` 1 4 r p, � �► :t �� 'H."'","". ".-+•.. ,•r+,q... r '-i. 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'rr ✓'''!' ar�.��?�r!r,t j.•�„a„I,y.�,,;�• ,L� Y•�4'.'a r y /- r I ja.=''�'r•y, 1 ►,r � ��� , ti � ��" 1 � • � "?"e•+�.. ,: �...,,i .q . , r + �+''•c.'i r.. \ C 1 �'�►.1..w4 ~• r • • �. �►. .,v...•., 6Y.• ` �♦ � �v �/• '=_t.;i•+� �A .�"�"i Jt,1i�'e.i{lT. �'1..• ' '•' ,. fir_s....,. .y-- „•,11.�-,%„,( �y �Jv` / ♦�T��71 '3J, ,y -;F--)6' %'y f.rw AA, .L� ,('%�rI� 'r' � ..•r,n„R r tl( �,�T�4, �'�. •' r' t F� 't. � -T• l^"• � "��'� r' ,�► `'A.«� rq» .... \, w't''4.. f •j; : j '1 ,. r' !j'•, .r.l:«j��.��•,-_1_, ����1 f.''r i. I,.'�.r , �'`+•.t.' � � � , • �'�-•�.� •1L�'- '/ � r ��'/�f •; � ,tel ,rye � �'� ' ,+,%, r �.•�� ,or• ��'"•.' . �».r .d�•. i..e! ' � C • � ti,.j �..... r ....'! .... �'.�,:.�:;��•.. � r i � : i , � '� t , � �V A.. .� 1 i�� • • ! r Ye w "11V f f 1 7' l~w •�V �.� -vt.. Y�t a i. y, �t 4, t �• y M �_�• i' ~{ '' .mal •6i •i1. T IL 41 46* 1 t S TIMET TRfE pa�,�y F � - STREET TREE POLICY FOR" CITY OF TUSTIN Purpose: A. Requirements: . � .. et forth in the Trees of the types s City's List of Approved for b the, subdivider in accordance provided , Trees shall be pro Y with the Master Tree Plan and City planting requirements* 2, • he Cit Council of a final map, the Prior to approval by t �' sin and of purchasing subdivider pay ' shall a the City the cost ' trees together with the cost of maintenance • planting said , g for a period of one year's 3 for the installation and main - The City shall be responsible specified , tenance parkway arkwaT trees in the manner and type as ' the g to be approximately at the time planting herein, with pl ac- e date of are occu ied but not later than th structuresp cep Lance of the improvements of the tract* B. Fees: 1, Subdividers or developer s shall contract with the City for the City' s �.of their required parkwav trees and pay _ planting all lantina costs, labor, overhead, and p cost. for. the tree , ' maintenance. If approved by the City Engineer, s one year i the trees directly in accordance with the they may install City inspections, and pa -v tions subject ect to City's specs f�.ca J maint mance fee. The charge for the standard • .� the one-year planting, and maintenance shall be $35.00 15 -gallon tree, p � l . The treewell t . per tree i planted in a per tree, Or $45.00 � ndard 15 - a1- maintenance alone for a sta g e for one-year charge lon tree shall be $5.0010 2 , parkway tree may Homeowners who have no par Y obtain a parkway tree it 20 list by paving the C the approved y $ m at their choice from �P for a 15 gallon tree, or the city's actual cost for a larger tree. The City plant lant the tree without further charge. 30 v parkway Homeowners who have lost a p tree may obtain a replace- .. me nt at no charge upon request to the City* C. specifications: 1. All trees planted shall be approved. d. by the Tree Foreman and shall be: (a) Minimum Size. 3/4 p t' caliper, 311 above stump and 51 in height. �b 1 Quality: Go quality, Good ualit , healthy stock, not root bound, and from a state -inspected nursery. (c) Shape: Single trunk (excerpt for specialty trees) and well --shaped. 2. Tree wells shall be 41 x 4' if side alk permits, but shall not be smaller than. 3' x 3' unless approved by _the Tree Foreman. Treewells shall be located at the curb or at the back edge of the sidewalk as approved by the Citv Engi- neer after consultation with the Tree Foreman. D. Re mo va l 1. The City will remove and replace as the budget permits: (a) Dead trees (unless killed through fault of a known party) . (b) Dying, decayed or hazardous trees. (c) Trees diseased or infested beyond reclamation, d Trees directly in way of new sidewalks, curbs or drive- (} y way approaches. (e) Trees having undesirable growth characteristics and which are causing side Talk or curb damage. .2. The City may, at its discretion, remove (or permit removal by the property owner) and replace anv tree having undesirable rowth characteristics although not pg resently causing or curb damage,, 3. A Prooerty owner may retain a tree in the category of "I . (e) " or� "�" above, unless said tree is creating a real and irrmediate hazard, by entering into an agreement with the City accepting all liabilitycaused by the tree and all costs of root pruning, related Cit repairing sidewalk and curbing, and other directly y costs of retaining said tree. No agreement shall be required until and unless the City is actually prepared to remove the tree in question. 4, The City may remove unauthorized or nonapprove d trees not of a definite problem species upon the request of a property owner. Removal and relacement with an author'.zed species will normal - A. ly be conditioned upon the property ower' s purchase of a new tree in accordance with paragraph B 2. above. T' -,'-ie reDlacemnnt A. tree shall be of a 15 gallon or greater size depending upon the t g _ size of tree being removed and the -adjacent street trees. 5. Any person who has killed, damaged or destroyed any street tree shall be held accountable for the actual: cost of removal and replacement, or treatment, including for and overhead exoense . 6. variations or modifications may be granted to a developer or subdivider to permit variation of. the distance between trees , to change the type' of trees,, or to pe rn t the abandonment of any tree upon approval by the Development Preview Commission A. - with the concurrence oIr the City Engineer and Maintenanc-:2 Superintendent., in order to accommodate special circumstances or to provide different. but comparable planting. 7. Modifications- of tree scr.-_Nci f icat ions or tree wells may be made by the City Engineer with the concurrence of the Mainte- nance Superintendent in order to meet special situations. 8e The Maintenance Superintendent is authorized to change the type of tree and distance between trees when Physical c-ondi- tions., such as.soil conditions, parkway width., utilities, drive approaches, or o17e2&_­head obstructions justify such modi- fications. 9. Revisions to the Master Tree Plan and Approved Parkway Tree List shall be recommended from time to time to the City Coun- cil by the Development Preview Commission after consulting with the City Engineer and Maintenance Superintendent. COLLF c M6Jto TS SOLID WASTE COLLECTION REQUIREMENTS Solid waste collections shall be provided thru contractural arrangement by the City. The Contractor shall make at least one weekly collection at all places of residence and commercial establishments qualifying for the minimum can collection service on a schedule approved by the City. Extended commercial service accounts shall be collected at the frequency of teh small contract providing it is adequate to maintain the premises so served in a healthful and unlittered condition. Solid Waste Collection Fees Residential: Single family and three (3) or less mutli-family dwelling units, regular service once weekly at curb side of alley. Materials stored in approved containers or manner. Collection is limited to 200 pounds of solid waste per week. Monthly Charge Per dwelling unit served Commercial and Other: Service to premises other than those covered by Residential shall be as follows: 1) Basis non -bin service once weekly at curb side or alley. Materials stored in approved containers or manner. One business or building represents one billing unit and is limited to collection of 200 pounds of solid waste per week.at one location only. Monthly Charge Per dwelling unit served Extended service'at such frequency and at such location as shall be agreed upon by the collection service and the customer. Materials shall be stored in approved -containers or manner. Charges to be paid by customer and to be collected by the Collection Service. Special handling charges may be necessary in addition to the following extended service schedule. Bin -Schedule: full service, lids, wheels, normal rollouts, normal cleaning and maintenance. ,Bin Size Frequency of Collection Monthly Charge Cubic Yards Times per Week 2 1 $18.35 2 2 25.80 2 3 33.25 2 4 40.70 2 5 48.15 2 6 55.60 TSP ICAL TRASHi,�it �T QpEA TRASH PIN -PUR4.D Et c D DOORS CANE BOLTS Bin Size Frequency of Collection Monthly Charge Cubic Yards Times per Week 3 l $23.35 3 2 31.85 3 3 40.35 3 4 48.85 3 5 57.35 3 6 65.85 4 1 24.45 4 2 34.30 4 3 44.15 4 4 54.00 4 5 63.85 4 6 73.70 Special Haul Services: Collections requested by occupants or owners of bulky material, large items requiring special handling and pickup at times other than normally scheduled. l) For solid waste contained in approved containers, containers provided by the collection service or approved bundles at approved locations. up to 3 cubic yards $3.00 per cubic yard In excess of 3 cubic yds. 1. 50 per cubic yard 2) For items requiring special handling due to size, weight, type of material, or method of placement, the charges are negotiated between the collection service and the client prior to collection. If agreement cannot be reached, the matter shall be submitted to the City, and its decision shall be binding. �Y?ENliI X pH )TAN lit-=��rw cNYcKJ.1ST APPENDIX PLAN REVIEW CHECKLIST PARKING: Access to stalls Stall width and depth Wheel stops Paving Circulation (Traffic, Safety & Pedestrian) Turning radii WALLS & FENCES For screeninq purposes Decorative walls Materials-color-height Pedestrian access control Security LANDS CAPING : Front. Perimeter Parking Area Screening Wall screening Irrigation facilities Street tree plan coordination ELEVATIONS: Materials-colors-texture Screening/roof equipment Compatibility LIGHTING: Location Direction Shielding He i gh t REFUSE & STORAGE AREA SCREENING: Location-accessibility Materials Trash Bin Storage Area SIGNING: Location Height Area Lighting Colors Compatibility Uniformity Design & Style . Y A Li r _ OTHER: Handicapped Persons facilities Water supply for F. D. prior to framing AP 1-1-1]'INDIX. Approving Authoritv STRE-.ET T_MPP1nN..rj". T r. �T rr s, 4 L Dedication of required right-of-way Construction of cu_r1.-_--, gul--t.'er, sidewalks & .City cross gutters Eng. Street names and sianinq Monuments Dedication of vehicular access rights to arterial streets Driveway approaches SE1,-7ERS: Approved sewer plans Eng, Sanitation District 7 fees Separate laterals for individualunits (77PADI,NG & DPIAINAGE, Bldg. Grading plan Eng. Gradina & excavation oj.=_irT._it UTILITIES, .Bldg. Underarounding Eng, Street light fixtures Annexation to lightina district Removal or relocation r of underground pipelines "as -built" utility �)an Irrigation system plan, Cable TV system WATER SYSTEM & FI P2. c,: Fire Fire Department approval of hydrant locations Approval of water sys4L--em --F.low Installation of hyd"rants and water lines prior to framing EASE: �IENTS: -Ity Dedication of public service easements for Atty. private access ,..,,.,azvs PARKS: Parks & Park land dedication Rec. Park improvement plans. Eng. BUILDING NUMBERING: Fire Approval of building nurnabers FIRE PROTECTION: Fire Spri - nkler Systems Bldg, Fire Extinguishers Exit doors marked panic hardware Fire Department aporoval of storaae tanks Occupancy load posting Fire evacuation plan Unobstructed a4sles for evacuation POLICE & SECURITY ENVIRONMENTAL I111PACT -REPOPIT OTHER: Handicapped Persons facilities Water supply for F. D. prior to framing � �2 �au�U i �a� �'G�Tf2C�� �G���t-%la's- Appendix I. VAPOR RECOVERY SYSTEMS AND AIR POLLUTION CONTROL REGULATIONS PHASE I AND P1-1ASE II VAPOR RECMT1�;_z'".r S YST. "01S GU IDELIDIj- P01iCY PEMMITS ---- Required prior to of work. U.F.C. 15.103, 3. PIPING ---- Galvanized pipe and f or UL approved glass/resin pine and iltti.n.. . U.F.C. 15.301 a, b, c. 15.3021 15.343 SWING JOINTS --- Required at U.G. t�:�'s�, building, island ~- location, U.F.C. 15.215, a--5, 1.5305 TESTING Phase I I , recovery liner shall b , hyIVr. os t a -ti s t * ca 1 lV tested at 75 PSI or �n:��~�_� c tes �e:1 at 5C} PSI as are product.. lines. U.F.C. 1.5.21.6, d.b. INFPA Standard 30, 3610 CONDENSATION SU1-lPS -- Phase TI, rec.okre'''V Z ;nes, shall not be per tit ted, L� r. .s to drain toy--ard U.G. tank ����.-�haut s acts ortra~-js . U . r . C . 15.215 d-4. VALVES Phase II, recovery lio nes Clec:f;s or gat A , are not permitte U . F . C . 15.2-113 01. U . G . TANS{ VENT RESTRIC T OR � Whesn an a � arc,T`i U.L. ternina-!_ i on Po I' t Ven �� res trictor is av-,; lab_le which al? os restriction anc� incorporate -S) a 2.5 PS! release de vi. cor- which c�: _z � � o -en vent area to t��e required area to i~ sir. tazl-, the inf_e ' �- =7 gr t �_x Che V•G. 1.G.1%T;. _ie n the F.D. wi1 a1._LOW this mod i ion O _ the vent U . G . TANK _►UIQ -- -- - . U GS) i1hen tank ')t_ngs a -r , a-;-rai able, they -ha li. be used to ria_n-It:ai n the U. L. approval %,v -hen applicable to �he- - st ei design. Whri 1 additional bunts e needed, they shall be Ic1aC� e ' a t th tom TT:os t portion o � the tank. A procedure which th petro 1_eu, industry r � recognizes as �e�:�4- �-� s z r- e practice to life anCi ch meets tt,e Fire DepO �7a �_ ��t __ :� be=o-� o ) d . -- When the addit=o:� o� bungs are per�cormed , th e s e r v ice s t ^ L i.o sha 11 be clos ed to the public during Lion and on!y IC -he mechanic invo? %-:gid in this operat-�ion shall be al lov7ed wz in :•:en L_y ive (25) feE!t of the I N S P I'J'C T I GiN Uo n c omp I e -Lt-- -i o n of --r-k nom D who P L 11 w i t n,.r-:-% s s pressure t e SA t c al condition of the v;ork. Upon meeting F.D. approval, an a---,*--)-Ioved copy of the '-r F.D. permit will be issuedto e.), espon-lsible the person vTho represents oTdne..- o -f the service station . I have reviewed these condi-IC-ions and do ac --It :nlnor-'Ile),dge, the intent of these requirements, SignatureSignature Respons-ible Notify at least 24 hours prior to inspe tion? . InspE.-kction Authority Tustin Fire Depart m.cl---A-nt 838-1315 Effective April 7, 1975 RULE 61 RULE 61. ORGAWIC LIQUID LOADING. (Amended November 6, 1974). A person shall not load organic liquids having a vapor pressure of 1.3 psia or greater under actual loading conditions into any tank truck, trailer, or railroad tank car from any loading facility unless the loading facility is equipped with a vapor collection and disposal system or its equivalent approved by the Air Pollution Control Officer, Loading shall be accomplished in such a manner that all displaced vapor and air will be vented only to the vapor collection system. Measures shall be taken to prevent liquid drainage from the loading device when it is not in use or to accomplish complete drainage before the loading device is disconnected. The vapor disposal portion of the . vapor collection and disposal system shall consist of one of the following: (a) An absorber system or condensation system which processes all vapors and recovers at least 90 per cent by weight of th.e organic vapors and gases from the equipment being controlled. (b) A vapor handling system which directs all vapors to a fuel gas system. F r (c) Other equipment of an efficiency equal to or greater than (a) or (b) if approved by the Air Pollution Control Officer. This rule shall apply only to the loading of organic liquids having a vapor pressure of 1.5 psia or greater under actual loading conditions at a facility from which at least 20,O00 gallons of such organic liquids are loaded in any one day. "Loading facility", for the purpose of this rule, shall. mean any aggregation or combination of organic liquid loading equipment which is Both (I) possessed by one person, and (2) located so that all the organic liquid loading outlets for ,such aggregation or combination of- loading equipment can be encompassed within any circle. of 300 feet in diameter. 0 RULE 65 RULE 6 5 . GASOLINE TRANSFER INTO STATIONARY STORAGE CONTAINERS. (Amended March 5, 1975) .A person shall not tranfer or permit the transfer of gasoline from any tank or trailer into any stationary storage container with a capacity of more than gallons unless such container is provided with a submerged fill pipe and unless such transfer is made under one of the following conditions: I (a) The displaced gasoline vapors or gases are processed by a systent that includes (1) a vapor -tight liquid fill connector, (2) a vapor - tight vapor return line of at least 3 inches nominal diameter to the delivery vessel, (3) a delivery vessel maintaining working pressures sufficient to prevent gasoline vapor loss to the atmosphere, (4) a device approved by the Air Pollution Control Officer which will insure that the vapor return line is connected before gaF-;oli*ne can be trans- ferred into the container, and (5) the vapor -laden delivery vessel being refilled only at facilities equipped with va-por recovery or disposal systems described in Rule 61. The vapor return system shall collect at least 90% by volume of the hydrocarbon vapors vented dur- ing filling of the stationary stor. age container. (b) The displaced gasoline vapors or gases are proil--essed by a system approved by the Air PollulCion Control Officer --i-ad with a Tmini-mum -) - recovery efficiency at least equivalent t( thC1t L of the system described in (a) above (c) Transfer is made to a storage container equipped as described in Rule 56 (a), (b) or (c) • Vapor return and/or vapor recovery systems used to comply with the provisions of this rule shall comply with all safety, fire, weights and measurr-'-s, and other applicable codes and/or regulations. All vapor recovery equipment installed must be of a type approved for the purpose by a nationally recognized fire and safety testing organization* A person shall not install any gasoline storage container with a capacity of more than 550 gallons unless such container is equipped as described in this Rule. The above provisions of this rule shall not be effective prior to: 1. September 1. 1975 for all C OTAtainers not yet installed or in the process of being installed on March 5, 1975. 2. July 1. 1976 for all containers installed prior to March 5, 1975, provided the owner or operator of the affected container shall within five days after each of the dates specified in the following schedule of increments of progress, certify to the Air Pollution Control Officer, that the increments of progress have been achieved. 9 RULE 65 (Cont.) Schedule of increments of progress for all sources receiving gasoline into stationary storage containers existing on March 5, 1975: It 1. September 1, 1975 - Submit to the Air Pollution Control Officer an application for Authority to Construct. 20 November 1, 1975 - Negotiate and sign all necessary contracts for emission control systems, or issue orders for the purchase of component parts to accomplish emission control. 3. December 1, 1.975 - Initiate on-site construction or installation of emission control equipment. 4. June 1, 1976 - Complete on -Site construct -ion or installation of emission control equipment. 5. July 1, 1976 - Assure final ccmpliance. with the prol.'ris ions of this rule. ,No person shall operate a container who rias failed to ach-LI-e-ve any of the above ,increments of progress. The provisions of this rule shall not apply to the transfer- o-JIL' gasoline into any container having a capacity of 2,000 gallons or less which was installed prior to the adoption of this rule, or to any underground st-oracre container installed prior to the adoption of this rule, where the f ill liTle between the fill connection and container is offc-,et* The provisions of this rule shall no+L-- apply to any stationary container which is used primarily for the fueling of implements of husbandry, as such vehicles q.) of the California Vchiclrl Codle. are defined in Division 16 (Section 36000, et se .&. %..- For the purpose of this rule, the term "gasoline" is defined as any petroleum distillate having a Reid vapor pressure of 4 pounds or gree ter . For the purpos,01 of this rule, the term, "subrr),erged fill pipe" is defined as any .1 C. fill pipe the discharge opening of wh -ch is entiresubmerged y submerged when the liquid .1D level is 6 inches above the bottom, of the cont(-!,-A*-neT- "Submerged fill pipe" when applied to a container which is lo.----ded from. the side is defined as any .fill pipe the discharge opening of" wh-,_%-_-1,1 11' s enLi-I-el.-yr sub I, r,,ihen file liquid I level is 18 inches above the bottijT,n, of rhe contalner. RULE 65.1 RULE 65.1 GASOLINE TRANSFER INTO VEHICLE FUEL TANKS. (Amended March 5, 1975). .(a) A person shall not transfer or permit the transfer of gasoline into any motor vehicle fuel tank of greater than 5 gallons capacity unless such transfer is made through a fill nozzle which: Is designed and operated to prevent the discharge of gasoline vapors to the atmosphere from the vehicle filler neck and the fill nozzle. 2. Directs displaced hydrocarbon vapors through the fill nozzle to a .9. system. thu... will prevent at least 90 per cent by volume of such hydro- carbon vapors from entering the atmosphere;, and 3. Prevents fuel tank overfills and spillage on fill nozzle disconnect. Vapor return and/or vapor recovery systt-_,_i'a.s used to comply with the provisions of this rule sha-11 coniply with all safety., fire, weights and measures, and other applicable codes and'or regulations. All fill. nozzles '-And vapor recovery equip- mento- installed must be of a type approved for the purpose by .-i nationally recog- nized fire and safety testi'ncy0 organization.. (b) The above provisions of th-iLs rule s1liall not be effective prior to: 1. Septerider 1, 1975, for f rm all containers the transfer of gasoline f..o not yet -installed or in the process of be-iiii-Y installed on March 5, 1975. 2. July 1, 1976, for the transfer of gasoline frog all containers existing on March 5, 1975, provided teat , T12.at the owner or operator of the affected container shall, withinL five days after each of the dates specified in the following schedule of increments of progress, cert - Lfy to the Air Pollution Control Officer, that the increments of progress have been achieved., 4 (c) Schedule of increments of progress for all sources transferr-Lng gasoline into motor vehicle fuel tanks from containers existing on March 5, 1975: 1. September 1, 1975 - Submit to the Air Pollution Control Officer an application for Authority to Construct, 2. November 1, 1.975 - Commence issil' uing pil-Irchase orders and contracts for Al component parts and installat-1011 Of control systems to accomplish emission control, 3. December. 1, 1975 - Initiate OTI-SitC construction. or installation of einission control equipment, 40 June 1, 1.976 - Complete on-site construction or installation of emission control equipment. 5. July 1, 1976 Assure frm incl copliance with the provisions of this -tile. RULE 65.1 (Cont.) No person shall transfer or permit the transfer of gasoline into any -motor vehicle fuel tank of greater than 5 gallons capacity who has failed to achieve any of the above increments of progress, (d) If it is demonstrated to the satisfaction of the Air Pollution Control Officer that it is impractical to comply with the provisions of this rule as a result of vehicle fill neck configuration, location, or other design features for a class of vehicle in existence or in production on July 1, 1976, the pro- visions of this rule shall not apply to such vehicles. However, in no case shall such configuration exempt any gasoline dispensing facility from installing and using in the most effective manner a system required by this rule. (e) The provisions of this rule shall not apply to the transfer of gasoline from any container having a capacity of 550 gallons or less, nor from any mobile container used exclusively for refueling of motor vehicles. (f) The provisions of this rule shall not apply to the transfer of gasoline from any container having a capacity of 2,000 gallons or Less which was installed prior to the adoption of this rule, nor from any underground storage container installed prior to the adoption of this rule where the fill line between the fill connection and container is offset. (g) The provisions of this rule shall not apply to the fueling of. implements of husbandry, as such vehicles are defined in Division 1.6 (Section 36000, et seq.) ` of the California Vehicle Cade. (h) For the purpose of tris rule, the term "gasolino" is defined as any petrolenim distillate having a Reid vapor pressure of 4 pounds or greater. H. VAPOR RECOVERY AND LIQUID TRANSFER REQUIREMENTS Phase I and Phase II Vapor Recovery System Guidelines for the City of Tustin and air Po-lution Control Regulations are contained in Appendix "I". IX. HISTORIC SITE AND BUILDINGS A . Ru -pose The City Council finds that the recognition,, preservation, protection, and use of cultural resources are necessary to health, property, social, and cultural enrichment and general welfare of the people,. The purpose of this part is: 1* To protect, enhance and perpetuate areas, districts, streets, places, and buildings, structures, outdoor works of art, natural features and other sLui lar objects which are reminders of past eras, events, and persons important in local., state or national history, or which provide significant examples of architect -u-nal styles of the past or are landmarks in the history of architecture, or which are unique and irreplaceable assets to the City and its neighborhoods, or w1ra*d1a provide for this and future generations significant e_ Ales of the physical surroundings in which past generations C) 'T rcv; - 2. To di'l, %_.Veiap ,��...cd r l ntain appropriate settings and environments for these dr S ko t. 171 't cul -.;.l al re 0 Irl", P -1U al and aesthetic character and diversity of -Lfa -i.ge, CA 1:.andnizanm, cits identity through the preservation of varied 1*, -t6 -.v . s cultural, social economic., %.1 1.0 C to Url�"­ re..'l ec t the C i ty -al histony -r;. in P o i " I Z --L 11 a n a" .'_� �1''A_ Bride in the beauty and notable accomplishments ! thelby to encourage cammnity involvement in the f B o Landmarks Historic Sites or Buildings T s a Landmark, Historic Site mended for designation a A _i_1 t ura I ie re'..' T be recommended or J-1- -L'%, ",taniBests one of the following criteria: to the development, heritage or cultural characteristics of the Cite, ane, southern California region, the State or the Nation or if it is associa UE_ld with the life of a historically significant person; or W 20 _L 1S the S1A-e-A of ail -historic event with significant place 111 O& history; or 3. It exem-,lpolitical the cultural, economic, social or historic heritage of aha corrr.iter 1 or 4* It portrays the environment in an era of history characterized by a dIL-stinctive architectural style; or 50 It embodies those distinguishing characteristics of an architecutur"ll type or engineering specimen; or .9 Res. -33 s. 81 4/6/81 EXHIBIT "A", Page 1 , 6. it is the work of a person or persons whose work has sign if icantly influenced the develoanent of the City or the southern California region.- or X 7a It contains elements of design, detail, materials, or craftsmanship Which represent a significant innovation; 80 It is a part of or related to a distinctive area and should be developed or preserved according to a specific historical, cultural or architectural motif, or 9. It represents an established and familiar visual feature of a neighbor- hood or ca-drmity due to its unique location or specific distinguishing charateristic;.or 10. It is, or has been, a valuable information source *important to the prehis*tory or 11istory of.. the City, the southern California region or the State, "%% 1. C. Procf_::,��c-i,_!res for Des-' gnation of Historical Sites and Buildings Th e a landmark, site or building of histor*cal S . �.. �`. r'. th y _j'Z moi lawino, proceedure: ti oi in application to t1he City Council. Such :2~ipp 1"Ji-C.'Wat ion. slna.1_1 historical consideration (base upon Section B). 4 -7 LIZ-10 P rehabilitation and renovation on ro_� -.I.- '- v, a, . restoration, d 'ajildincr A -n- ogram. for the continued up keep of the historic si t . e 2. `YL �.r,7 seek the advise of recognized history experts to a,id 1401 _JU![_*'s -ClIe ver tiinat ion of historical significance. 3. The City Council shall declare site and buildings of historic significance 'cri resolut",-ion. D. Speci.a 1 Deve l nt Consideration Buildings and structures designated as Historic Buildings, shall be authorized orized to follow the provisions o. -OL the State Historic Building Code as adopted by the City of niistin's Res. 81-337 4/6/81 EXHIBIT "A", Page 2 A. HISTORIC SITE AND BUILDINViS A. PUM2se The City Council finds that the recognition, preservation, protection, and use of cultural resources are necessary to health, property, social, and cultural enrichment and general welfare of the people. The purpose of this part is: 10 To protect, enhance and perpetuate areas, districts, streets, places, and buildings, structures, outdoor works, of art, natural features and other s J ilar objects which are reminders of past eras,, events, and persons important in local, state or national history, or NvIn-J.-cla provide significant examples of architectural styles of the past or are landmarks in the history of architecture, or which are unique and irreplaceable ' assets to the City and its neighborhoods, or Which provide for this and future generations significant examples of the physical surroundings in which past grenerations, IiTe• 2, To de -vel d mi n develop an * i tain appropriate settings and environments for these A- Il cul. w al resourc-eks; -v r n To inte is- e visual and aesthetic character and diversity of as C�� its identity through the reservation of varied t'r i i =, City and 1-0151 P M. tural 7s,;,' -All w ch reflect the City's cultural, social, econo -nic, P cal and IrAstoryo 01 r -ride in the ic p beauty and notable ace , plisl.vnents Cit -v` amd thereby to encourage carm. uni ty involvement in the U1 f -at- B. of Landmarks, Historic Sites or Buildings A C"altural Res(_ -;J" -^Ce my be recommended for designation as a Landmark, Historic Site or Buildin-,--r,, if it manifests one of thefollowing criteria: CO 1 10 Attributable to the develorxqent., heritage or cultural characteristics of the City, the southern California region., the State or the Nation or if it is associated with the life of a historically significant person; or 2, It is the site of an historic event with significant place history; or 3* It exemlifies the cultural, political, economic, social or historic "6 heritage of the commn-ity; or 4. It portrays the environment in an era of history characterized by a distinctive architectural style; or 5* It embodies those distingui!EMng charactcPkristics of an architecutural type or engineering specimen; or Res. 81-33, 4/6/81 EXHIBIT "A", Page 1 4 6. It is the work of a person or persons whose work has signi.f ica.ntly influenced the deve loo nt of the City or the southern California region; or 7. It contains elements of design, detail, materials, or craftsmanship which represent a signif icant innovation; 8. It is a part of or related to a distinctive area and should be developed orp reserved according to a specific historical, cultural or architectural Trot i f ; or 90 It represents an established and familiar visual feature of a neighbor- hood or co—o nunity due to its unique location or specific distinguishing charat�'ristic; o?'' to . it is or has been, a valuable information source important to the prehistory or history of the City, the southern California region or the State. C. Proceedures for Des -i'3 -nation of Historical Sites and Buildings The - ounci l =aesi ;a.te a landmrk, site or building of historical si.gciJ.1_fica.nce thro- grt sae follcrwing proceedure i it .a, =: 1 appli.ca,t ion to the City Council . Such a .ica.tion s j l contain; -or historical consideration (base upon Section �3) . trop _Vervation, restoration, rehab lita.tion and renovation to ,tnd building C. A z n. Le :.. a pr: for the continued up keep of the historic site. 2, The City Council ..y seek the advise of recognized history experts to aid in its deter.nation of historical significance. 3. The City Council shall declare site and buildings of historic significance by resolution,& D. Special Developn nt Consideration Buildings and structures designated as Historic Buildings, shall be authorized to fo? low the provisions of the State Historic Building Code as adopted by the City of Tustin. Res. 81--33, 4/6/31. EXHIBIT "A", Page 2 I 1 � 2 �! 1' 3� 411 5. 6 7 81 9 10 11' 12 13 14 15 16; 17 18 19 20 21 22 23 24 25 26 27 28 RESOLUTION N0. 81-62 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF TUSTIN, AMENDING THE HANDBOOK OF GUIDELINES FOR PLANNING, ZONING AND DEVELOPMENT FOR PARKING LOTS WHEREAS 1. Development standards for property within the City of Tustin are contained within various sections of the Municipal Code, Resolutions, and Ordinances of the City of Tustin; and 2. Development guidelines for property within the City of Tustin were adopted by the City Council by Resolution 78-78. The City Council of the City of Tustin does hereby resolve as fol l ows: 1. That Exhibits 1, 2 and 3 of Section XI are amended and added to the adopted Handbook of Guidelines for Planning, zoning and Development. (Exhibits 1, 2, 3 ) 29 This amendment dated June 1, 1981, three copies of which are on file i n the office of the City Clerk is hereby approved and adopted. PASSED AND ADOPTED at a regular meeting of the City Council of the City of Tustin, held on the 1st day of June, 1981. ATTEST: Peary nn City Clerk f.J . James B. Sharp Mayor E X H I B nr 1 Desi sn Notes 1. Stall dimensions: 9' x 17h' plus 2Y front overhang area. 2. Drive aisles: 27' 3. End Stall width: 12' 4. !..side curbs: 62' S. Back-up area: 3' 6. �'urninq Area: 12' and striped 7. Curb and trhe:,l stop: 6" 10. Driveway apron: 30' to 35' 11. First parking stall setback from front property line : 10' 12. Walkway 2' 13. Ramp: 3' (may include walkway width when a3jacert to hancicapped space) 14 . 11att0icao ed sacc 12' x 17 w_t:: id--ntizicat ion 15. Pere;aeter :Tall: 6'8" ars-:.--n adjace.-, to residential property 16. La: dscaned area: 3' :;inimum 17. Trash Encloss_e: 18. Fire Hydrants: as required lg . Li^ht ing Stan. -lards: as - ec--., iced 2u _ Pian.--ers : F ' X pari:ing stall width (every third stall typ . ) 21. c,o^•_rete ►•ia1::: ivr,ere thy: parking area fronts uror a '_. _:;ln'in^ *gain entrance (s) , ccntin.o., ; conc--ete walks pianteA s s!: 1 bC' L7rov1G�''1. I -��....,a.WORM M _ r-1 cj �r,�r• J ! J I Design Notes 1_ Stall size: 9' x 17Y plus 2�' front overhang area. 2. Drive aisle: 27' 3. 'rreewells: 6' x parking stall •wid, ( every third stall) 4_ Inside curbs: 62' 5. Interior circula ion: 25' 6. Row length (until separated by landscaped island or walkway): 180 7. Island width: 6' 8. Curb and 'Wheel Stop: 6" 9. Curb radius: 3' nriviwa,l arA-ris: 30' to 35' i. Front setback (lst parking space from proi.ert f line abutting street or alley): 10' 12. .,7alk•r-ay (adj acer.t to end stalls . 2 13 Ra*•: (may be adsoi n4-na han l ir_a -)ped space) : 3' 14. 'handicap_ c a Snare (with identifi- cation): dentifi- cation): 12'. x 1711' :.5. perem_ster !-'all ad face :t to residential proearty) . 6'S" 16. Trash Enclosure 17. Landscaped area: 5' 18. FFj re III. drants: as rec;-uired 19. ',� St.,ndar:?s: as reTiired 20. C..)ncrete is -land ,here th- parking area fron .s upo building main entrancP(s), =Ianti Sisal l be similar to parking islan with Cr e :wells . ' N 00 EX�� 01 � � i Din Notes 3. Sta11 sire 9' x 20' plus 2�' -ront overhang area. 2. Drive aisle width: One way - A210' Two way - 27' 3. Treewells: 61x parking stall wide (every third stall) * 4. Inside curb di:r:ension: One way - 60 ` 7N o way - 07' S. Interior Ci rculat icn : One way - 141 T-,wo way - 2 5' 6. island or row lI80' 7. Island ::iath: ^' 8. Curb a::a el stor: 6" high, 5' from _ -.2re:%eter 9. C-:rb radi!ls : 3' One way - 3 0 ' Two way - 35' lie rrcnt setback (1st earl: ing s. ace fro: grope _' ab;-:tting street :,r a L !c f) : 1•3' 12. V.alkways: 2' 13. Ram (.•ia,,r be i%-1udcd adjoining hand icar.ced space) . 3' 14. (Kith idc:^ti- :icatior.) 12' x 20' 15. re^hete: a1 l (a;;en adjacer.t Lo res:idertial 6'3" 16. : rash Eric? c_!:_ 17. Lan::scaned area: 5' 16. Fite Hyd-ants: as rcquircd 19. Li_y nr Inr; �� :!''_ '_ �.`a 2s r ` u i r " 20. Concrete Island 21. the parking area fronts upon buildi:ig main entrance (s) , plartin: shall be simil3: to parking island: with treewells. *Inside curb dimensions reduced 2' for 450 parking. and 3' for 300 parking, STATE OF CALIFORNIA ) COUNTY OF ORANGE ) SS CITY OF TUSTIN ) MARY E. WYNN, City Clerk and ex -of f icio Clerk of the City Council of the City of Tustin, California, does hereby certify that the whole number of the members of the City Council of the City of Tustin is five; that the above and foregoing Resolution No. 81-62 was duly and regularly introduced, passed and adopted at a regular meeting of the City Council held on the 1st day of June, 1981 by the following vote: AYES COUNCILPERSONS: Sharp, Hoesterey, Edgar, Kennedy, Saltarelli NOES : COUNCILPERSONS : None ABSENT: COUNCILPERSONS : None MARY E. WYNN, City 6.ferk l City of Tustin, California V