Apache Junction, AZ Land Development Code
10-2. CONSTRUCTION PLAN REQUIREMENTS
10-3. STREET DESIGN AND CONSTRUCTION
10-4. STORMWATER MANAGEMENT
10-7. SITE DEVELOPMENT
10-8. SUBDIVISION PLATS
APPENDIX 10-A: DOWNTOWN AREA AND CCD (CENTRAL CITY ZONING DISTRICT)
APPENDIX 10-B: RURAL AREA
APPENDIX 10-C: PORTALIS
APPENDIX 10-D: STANDARD DETAILS
10-1-1 Purpose of Engineering Design Guidelines and Policies
10-1-4 Policies related to development improvements
10-1-5 General information
The purpose of the Engineering Design Guidelines and Policies (this Chapter or these Guidelines) is to provide both general information and specific design guidelines to inform developers and their designers of the planning and designing of public and private infrastructure within the City of Apache Junction. Design concepts and specific technical data are outlined, but are not intended to supersede sound engineering judgment. All plans are to be prepared with these concepts in mind and will be reviewed accordingly. No attempt has been made in these Guidelines to establish a complete set of design criteria; however, certain guidelines must be followed to provide consistency for the sake of maintenance, repair or replacement.
(Ord. 1282, § 1.1, passed 11-7-2006)
(A) Generally. This Chapter is divided into individual sections and specially designated areas, which cover specific elements of the design and development review process. It begins with general information followed by specific technical details. Updates will be published and made available periodically. The City Engineer may provide a "Memorandum of Clarification" to all Guidelines holders on an as-required basis.
(B) Specially designated areas. The specially designated areas are included as individual separate elements of this Chapter and are as follows:
(1) Downtown Area (Vol. II, Appendix 10-A). The physical limits of the Downtown Area are shown on Apache Junction Standard Detail AJ-12.1.
(2) Rural Area (Vol. II, Appendix 10-B). The physical limits of the Rural Area are shown on Apache Junction Standard Detail AJ-12.1.
(3) Portalis (Vol. II, Appendix 10-C). The physical limits of Portalis are shown on Apache Junction Standard Detail AJ-12.1.
(Ord. 1282, § 1.2, passed 11-7-2006)
These Design Guidelines and Policies are intended to be used in conjunction with the specifications of the land development, subdivision, zoning, floodplain, grading, landscaping and other appropriate ordinances of the city, and such other agencies as may have jurisdiction.
(Ord. 1282, § 1.3, passed 11-7-2006)
The following sections outline the city's policies related to various improvements associated with the development process. They are by nature general in scope. Reference should be made to the appropriate sections within the balance of these Guidelines for specific details.
(A) Street improvement policy.
(1) All developments within the city shall provide an interior street system adequate to ensure that all parcels and/or facilities within the development shall have reasonable access to the balance of the public street system. Further, they shall provide access into the development for public service and/or emergency operations. Such facilities shall be of such width and structural strength as to provide safe and unrestricted access.
(2) In single-family developments it is the intent of the city that the street system be designed in conformance with current street classifications. There shall be minimal direct access to the collectors, secondary streets, and extremely limited access to the arterials.
(3) When the development occurs adjacent to a boundary street, it is the city's policy that it shall be the responsibility of the developer to install improvements along their frontage to the ultimate grade and alignment for that boundary street. This may include removal and replacement of the existing street surface to the centerline if that structure is inadequate to meet the current design guidelines. Street lighting, landscaping, irrigation and burial of overhead utilities will be required, at the sole or substantial expense of the developer.
(B) Storm drainage policy.
(1) It is the city's policy that all developments within the city shall provide sufficient retention/detention so as to minimize the adverse impact of that development on its downstream neighbors. To that end, all development shall provide sufficient on-site retention/detention to contain, at the least, the runoff generated by storm event falling on that property (see Vol. II, § 10-4-2(A)(1) and (2)). Such retention/detention facilities shall be separate and distinct tracts or drainage easements within the development and shall be planned for accordingly.
(2) Further, it is the city's policy that all developments shall provide adequate drainage facilities so as to convey runoff, generated both on and off the project, around or through the project in such a manner as to ensure that the structures will be free from flooding and that there is reasonable access for emergency and public service vehicles. The developer shall install storm sewers, channels and/or other physical improvements necessary to achieve this result.
(3) The Drainage Design Manual for Maricopa County; Volume I, Hydrology, shall be used to determine peak discharge volumes for design purposes, and Volume II, Hydraulics is to be utilized as a basis for design guidance and criteria.
(4) When washes cross a property, an erosion hazard setback from the edges of the wash(es) will be determined by the Development Services Department and no buildings will be constructed within the setback.
(C) Water line extension policy. It is the city's policy that all development within the city shall have an adequate and secure source of potable water. Therefore, unless specifically excepted in writing by the City Engineer, all developments within the city shall be serviced by the Apache Junction Water Company or Arizona Water Company. Further, the developer shall extend the system to and through the development as necessary to ensure adequate supply to the development. If deemed necessary and appropriate, the developer shall extend the water distribution system to the extremities of the project so as to ensure that more distant potential users shall have reasonable access to the potable water source.
(D) Sewer line extension policy. It is the city's policy that, unless specifically excepted in writing by the City Engineer, all developments within the city shall provide for the discharge of domestic and other liquid waste into the sewage system provided by Superstition Mountains Community Facilities District (SMCFD). All developers shall be required to extend to and through their project a sewage collection system of a size sufficient to dispose of these wastes to the SMCFD's system. When deemed appropriate and necessary, the developer shall extend the main trunk and/or collector lines to the upstream extremities of the project so as to provide reasonable access for potential upstream users to the SMCFD's sewage system.
(E) Site development policy. It is the city's policy that all development within the city shall be designed and constructed in such manner as to provide a safe and pleasant environment for the current and future citizens of Apache Junction. To that end, the appropriate guidelines have been established for site development to include: Public and/or private access for general and special uses; water and sewage systems; on-site and off-site drainage; irrigation; landscaping; storm retention; street lighting, traffic control and public utilities as may be required. The structures themselves are to be constructed in accordance with the Subdivision Regulations (Vol. II, Chapter 2) and/or Zoning Ordinance (Vol. II, Chapter 1), the current adopted International Building Code, Standard Specifications, and these Guidelines, as appropriate.
(F) Order of precedence. It is not intended by these Guidelines to repeal, abrogate, annul or in any way impair or interfere with existing provisions of other laws or ordinances except those specifically repealed with private agreement, or with restrictive covenants running with the land to which the city is a party. Where these Guidelines impose a greater restriction on land, buildings or structures than is imposed or required by such existing provisions of law, ordinance, contract or deed, the provisions of these Guidelines shall prevail.
(G) Definitions and abbreviations. The words, abbreviations or phrases used in these Guidelines may be found in the Maricopa Association of Governments Uniform Standard Specifications for Public Works Construction (Standard Specifications) and Uniform Standard Details for Public Works Construction (Standard Details). All other words or phrases shall be per the generally accepted meaning of the English language.
(Ord. 1282, § 1.4, passed 11-7-2006)
(A) All development within the city shall comply with all requirements of the city codes, ordinances, procedures, rules, regulations, guides and manuals. Copies of these documents, with revisions, are on file in the Apache Junction City Clerk's office. Preliminary and final design plans shall be prepared in accordance with these Guidelines.
(B) All construction of public infrastructure shall be in accordance with the approved plans, the latest City of Apache Junction Engineering Design Guidelines and Policies (this Chapter), the Apache Junction Standard Details set forth in Vol. II, Appendix 10-D to this Chapter, the Uniform Standard Details and Uniform Standard Specifications published by the Maricopa Association of Governments (MAG), the Arizona Department of Transportation (ADOT), American Water Works Association (AWWA), American Association of State Highway and Transportation Officials (AASHTO), American Public Works Association (APWA), Arizona Department of Environmental Quality (ADEQ) and by the city as follows:
(1) Conceptual site/improvement plans.
(a) A developer may prepare and submit a conceptual site/improvement plan for purposes of discussion with Development Services and Public Works. This "courtesy review" would provide general directions, comments and requirements, which may aid the developer in the production of his or her final plans. City staff will reserve specific directions, comments and requirements at the time of formal plans submission.
(b) In certain cases, such as projects with access off major thoroughfares, or projects located in areas of major drainage concerns/problems, a conceptual plan may be required in order for the Development Services Department to assess concerns and provide recommendations.
(2) Horizontal and vertical control.
(a) The developer's engineer shall prepare plans in conjunction with established and verified horizontal control available adjacent to the site, and with vertical datum as provided by the city.
(b) Benchmarks shall be clearly indicated on the cover sheet, and temporary benchmarks shall be clearly indicated on each plan/profile sheet of the improvement plans. All plans shall reference a minimum of 1 city benchmark. Horizontal and vertical controls used for the project shall be identified on the cover sheet and shall include the basis of bearings, and the city benchmark numbers, description and latest elevation. The benchmark shall be verified by the construction contractor during construction.
(3) Right-of-way. When required, the acquisition and dedication of new street right-of-way and/or easements (utility, drainage and the like) shall be determined and coordinated through the city. Deeds containing legal descriptions and accompanying exhibits for these rights-of-way, easements, tracts and/or parcels used to dedicate or cause to be dedicated to the city shall be prepared and sealed in accordance with the requirements of the Arizona State Board of Technical Registration and submitted to the city for approval and recordation prior to final plan approval.
(4) Street lights. Street lights are required on all public streets within or adjacent to the proposed development per city regulations. Plans for these facilities must be included in the overall submittal. Street lights are not required in the specially designated Rural Area.
(a) All utility designs must be in accordance with city standards, utility company standards, the latest State and County Health Department requirements, and approved by each respective agency prior to the issuance of city permits. The developer shall:
1. Coordinate the plans with all of the appropriate utility companies; and
2. Place a "utility coordination block" on the cover sheet showing the names of the utility companies, and the date plans were submitted to each company or agency.
(b) Utilities for new development shall be placed underground in accordance with Apache Junction City Code, Vol. II, Chapter 6, Landscaping.
(c) Existing and proposed locations must be shown on plans to reduce the possibility of conflict and damage. Correcting conflicts shall be the responsibility of the developer. All relocation costs must be borne by the developer.
(d) In the case of large projects where the improvements cannot be shown on 1 plan sheet, the plans must include a general Master Utility Plan for the development. This Master Utility Plan shall appear on 1 sheet and be included with the improvement plan set. The Master Utility Plan shall include proposed street light locations.
(6) Soils report. The developer shall provide a soils investigation report for each project. Areas of unsuitable soil and areas that have large sink and swell potential, as well as areas of subsidence or fissures, will require special treatment during project construction. The developer's engineer shall note these areas and special treatment requirements from the soils report on the plans. The report shall investigate soil conditions for structural thickness for all streets, percolation rates for dry wells or retention basins, and building foundation allowable loads.
(7) Plan review.
(a) Once the plans for the development have been prepared, they shall be submitted to the Development Services Department with the appropriate development and review fees. Once submitted, they will be distributed to the appropriate city departments and Fire District for their review and comment. These comments will be compiled and consolidated by the Apache Junction Development Services Department and returned to the developer. All such comments shall be incorporated into the plans and reports by the developer for resubmittal.
(b) Water plans that are in the Arizona Water Company's jurisdiction will be submitted to Arizona Water Company for its review and approval.
(c) Sewer plans will be submitted to Superstition Mountains Community Facilities District for its review and approval.
(8) Plan approval.
(a) Final plan approval is required prior to the start of construction. Plans are considered approved when all appropriate sign-offs have been obtained.
(b) Plan approval is valid for 1 year.
(c) If construction is not started within 1 year of the issuance of permit, the plans must be resubmitted for review and reapproval, and the appropriate fees must be re-paid. The updated plans will be subject to review under the code in force at the time of the new review.
(a) Construction permits are required for each phase of each type of construction activity within the city. Any contractor found working on a project without an official set of approved plans and permits shall discontinue work. Prior to the issuance of a permit, the developer shall provide the appropriate assurance of construction for the off-site improvements per city regulations.
(b) The city's review of all NPDES submittals including NOI, NOT and SWPPP is intended as review only and does not constitute approval of the methods or plans for cleaning the stormwater and protecting the waters of the United States. The contractor is solely responsible for insuring that all requirements of the Clean Water Act are strictly enforced.
(10) Preliminary and final plat. Preliminary and final plat requirements, see Vol. II, Article 10-8 of this Chapter.
(Ord. 1282, § 1.5, passed 11-7-2006)
10-2-1 General comments
10-2-2 Plan submittal sequence
10-2-3 Redline comments
10-2-4 Approval of plans
10-2-5 Basic plan requirements
10-2-6 Cover sheet
10-2-7 Detail sheet
10-2-8 Reports and other documents
10-2-9 Special plan requirements
10-2-10 Plan view only sheets
10-2-11 Plan and profile sheets
10-2-12 General construction notes
10-2-13 Street construction notes
10-2-14 Grading and drainage construction notes
10-2-15 Water main construction notes
10-2-16 Sewer construction notes
10-2-17 Civil Engineering Plan review checklist
Appendix 10-2A: Typical Approval Blocks (Figure 2)
(A) This chapter contains information to assist the consultant in the preparation of all construction plans and documents to be submitted to the city for approval.
(B) All plans shall conform to the latest revised copy of the city's Engineering Design Guidelines and Policies (this Chapter) and Apache Junction Standard Details set forth in Vol. II, Appendix 10-D to this Chapter.
(C) Any deviation from this Chapter requires prior approval by the City Engineer.
(D) All construction plans for grading and drainage, streets, water, sewer and storm drains shall be prepared per the standards set forth in these Guidelines and Standard Details.
(E) If any plan submitted is not in compliance with these Guidelines, or has in the plan reviewer's opinion excessive corrections, the review may not continue and will be returned to the owner. Any plan submitted for review, even if discontinued, will be counted as a plan review submittal.
(F) All plans and reports shall be accompanied by a completed Checklist for Engineering Plan Review as set forth in Vol. II, § 10-2-17 and City Engineering Plan Review Fee Schedule, as set forth in Apache Junction City Code, Vol. I, Chapter 4, Fees.
(G) Two sets of drainage reports, grading and drainage, paving and storm drain plans and 6 sets of commercial and all other development plans with off-site improvements along perimeter streets are required for each submittal to the city's Development Services Department. The corresponding number of sets of plans and city redlines are required for all subsequent submittals.
(H) When final plans are submitted for approval signatures, a CD of the electronic CAD files of the construction plan sheets shall be submitted also. Each sheet file shall not contain any X-reference files which shall be "inserted" into the drawing file.
(I) Submittals of water and sewer plans shall be made directly to the utility companies.
(Ord. 1282, § 2.1, passed 11-7-2006)
(A) Site plan (site, drainage, water, sewer plans and others as requested by city). An approved site plan shall be included in or submitted with a drainage report and/or grading and drainage plan.
(B) The following may be submitted simultaneously:
(1) Drainage report;
(2) Grading and drainage plan;
(3) Paving plan (including striping plan and soils report);
(4) Storm drain plan;
(5) Sewer plan to the sewer company;
(6) Water plan to the water company/water district;
(7) Storm Water Pollution Prevention Plan (SWPPP);
(8) Street lights plan; and
(9) Traffic signal installation plan when required.
(Ord. 1282, § 2.2, passed 11-7-2006)
All plan review and city redline comments must be corrected or clarified. If there is a discrepancy concerning a redline comment, please call plan review staff. The redline set of plans shall be returned with the next plan submittal. Changes made to the plans or report, other than corrections noted in the city's redlines, shall be listed in detail with the location in plans clearly stated. Failure to identify additional changes shall result in return of plans and an additional review shall be required.
(Ord. 1282, § 2.3, passed 11-7-2006)
(A) When in the opinion of the plan reviewer, the plans meet the requirements for approval, the original Mylar cover sheet will be requested. The original (4 mil) Mylar cover sheet and 7 full sets of plans on bond paper shall be submitted for signature. Prior to city signature, all other reviewing agencies shall have signed the cover sheet. If an agency does not sign the cover, a letter of its approval shall accompany the cover sheet and the letter date and signing party will be noted on the cover sheet.
(B) A CD of the electronic files for the AutoCAD drawings shall also be submitted at this time. The AutoCAD drawings shall not contain X-reference files within them. All X-referenced files shall be "inserted" into each drawing, such that there are no X-referenced files associated with an AutoCAD drawing file.
(Ord. 1282, § 2.4, passed 11-7-2006)
General submittal guidelines:
(A) Plans shall be prepared on a 24-inch by 36-inch sheet size, with a minimum 2-inch left border and minimum 1/2-inch border on all other sides.
(B) Plans submitted for review shall have the appropriate professional (State of Arizona) seal, signature, and date on each sheet in accordance with the requirements of the Arizona State Board of Technical Registration.
(C) All infrastructure improvements (e.g., water, sewer, grading) shall be submitted on separate sheets. Exceptions to this are:
(1) Storm drain and paving may be on the same sheet (separate fees apply for each utility); and
(2) Water and sewer may be on the same sheet (separate fees apply for each utility).
(D) (1) All improvement plans submitted for review shall be to a scale that allows the information to be clearly read and easily understood. The city may use 50% reduced microfilming of improvement plans; this should be taken into account when selecting drawing scales, line weights and lettering sizes.
(2) The following are standard drawing scales to be used for construction documents submitted to the city. The Development Services Department may consider the use of other scales on a case-by-case basis.
Drawing Scales - General Guidelines
Type of Sheet
Combination of public street and utilities
1 in. = 20 ft. horizontal
1 in. = 2 ft. vertical
Double utility installation (water, natural gas or sanitary sewer)
1 in. = 20 ft., 30 ft. or 40 ft. horizontal
Plan and profile showing public street improvements (curb, gutter and sidewalk)
1 in. = 20 ft. horizontal
1 in. = 2 ft. vertical
Public street lighting or traffic signals
1 in. = 20 ft. or 40 ft. horizontal
Single utility installation (water, natural gas or sanitary sewer)
1 in. = 20 ft., 30 ft. or 40 ft. horizontal
Grading and drainage plans
1 in. = 20 ft., 30 ft. or 40 ft. horizontal
Master Utility Plan
1 in. = 100 ft.
(E) The city requires that all "Preliminary - Not For Recording or Construction" statements be removed from all plans, plats, maps or dedication prior to plan approval or recording.
(F) Minimum lettering and numbering size shall be 3/16 inch for manually drafted or 1/8 (0.125) inch for mechanically produced letters, numbers and symbols.
(G) Lettering, numbering and line work must be uniform, with clear definition and in black ink.
(H) Plans shall be of a quality to allow line weight and letter size to be easily read when reduced by 50%. NOTE: Plans which in the opinion of city staff cannot produce usable 50% reductions will not be accepted for review.
(I) Plans shall be drawn with the drafting symbols presented in Maricopa Association of Governments Uniform Standard Details for Public Works Construction.
(J) Plans submitted to the city for review shall be blueline or blackline prints.
(K) Plans submitted to the city for approval shall be original Mylar (4 mil) drawings or photo Mylar (4 mil) copies of original drawings.
(L) A Master Utility Plan at 1 inch = 100 feet shall be submitted with the final construction plans if the Development Services Department requires one. This plan will also be updated with the as-built drawings.
(M) Incomplete submittal may result in rejection (e.g., nonconformance with this Chapter). The rejection of plans may count as a review. The next submittal may require payment of additional review fees.
(Ord. 1282, § 2.5, passed 11-7-2006)
(A) For improvement plans cover sheet format and information, see City of Apache Junction Standard Detail AJ-10.1, set forth in Vol. II, Appendix 10-D.
(B) An individual cover sheet with the following information is required for each type of single improvement plan. Only 1 cover sheet is required for construction plan sets that have more than 1 type of improvement. That can include paving, grading and drainage, water, sewer, street lighting and traffic signals.
(1) Project name and description;
(2) City name: Below the title include the words "Apache Junction, Arizona;"
(3) Owner/developer's name, address and telephone number;
(4) Consultant/architect's name, address and telephone number;
(5) Engineer's seal, signature and date (this is to be affixed on each sheet);
(6) Vicinity map showing the project's location within the city limits;
(7) Legal description: Provide project property legal description. When a legal description is not feasible, list the township, range, section and location;
(8) Project benchmark: Approved city benchmarks shall be listed indicating benchmark number, description, location and latest city elevation datum. In areas that have been Master Planned and are partially developed using a different elevation datum, the City Engineer may approve a project datum. If a project datum is approved, an equation to city datum shall be provided on each sheet of the plans; and
(9) Additional information: Include the following additional information on the cover sheet. See Apache Junction Standard Detail AJ-10.1.
(a) Blocks for signatures (see Apache Junction Standard Detail AJ-10.2 through AJ-10.4);
(b) City of Apache Junction, General Construction Notes (Vol. II, § 10-2-12) (may be put on a separate note or detail sheet);
(c) A key-map shall be provided on multi-sheet plans to relate plan sheets to project locations and type of improvements. A standard scale of all maps must be sufficient to show all required information clearly (e.g., valves, fire hydrant, manholes, street signs and drainage arrows). This may be shown on a detail sheet instead of the cover sheet;
(d) Sheet index;
(e) Estimate of quantities (for work in public rights-of-way or easements) with construction items shown in units as required in the right-of-way permit fee schedule. If the project is to be developed in phases, the estimate of quantities shall indicate quantities for each phase. A detailed, certified cost estimate shall be submitted for approval by the city;
(f) Utility system ownership approval area. If a letter of conditional approval is received, submit a copy to the Development Services Department and note person and date in the approval area;
(g) Other agency approvals as required (e.g., State and/or County Health Departments, Fire District, Sewer District, Flood Control District);
(h) Zoning as it currently exists on the property;
(i) Legend, for symbols, non-standard abbreviations, and the like (may be on a separate note or detail sheet);
(j) "Blue-Stake" note is required on all plans which include excavation of any type as well as cover sheet; and
(k) List of all affected utility companies and dates plans were submitted for their review. See Apache Junction Standard Detail AJ-10.3.
(Ord. 1282, § 2.6, passed 11-7-2006)
(A) A separate detail sheet may be provided at the discretion of the consultant or when required by the city.
(B) The following information is required:
(1) Construction notes (Vol. II, §§ 10-2-12 through 10-2-16) may be shown on this sheet;
(2) A typical cross-section shall be shown for each street in the street construction plans. The information required on a typical section is:
(b) Street centerline and right-of-way line;
(c) MAG and Apache Junction Standard Details and Specifications;
(d) Pavement structural design;
(e) Trim and match to existing street; and
(f) Existing and proposed utilities.
(3) Special construction details as required shall be provided. Typically this would include:
(a) Modification or relocation detail for existing structures;
(b) Special construction required where utility locations conflict; and
(c) Others determined by the consultant and/or the city as needed to clarify construction. Presentation of design and construction information.
(C) General plan information:
(1) Plan layout, graphics and call-outs must be clearly presented in an uncluttered manner acceptable to the Development Services Engineer;
(2) Call-out shall be boxed numeric style call-outs (see Apache Junction Standard Detail AJ-11.1). Each number shall relate to the same topic for the entire set of plans and narrative call-outs shall be grouped and clearly shown on every page that the call-out is used. Stationing and offset shall accompany every applicable call-out number (see Standard Detail AJ-11.1);
(3) Plans may show only 1 utility (e.g., water, sewer, storm drain, grading and drainage, or paving) on the plans at a time, in bold, for review. All other infrastructure, existing and future, shall be shown lighter (smaller pen width or dashed). Exceptions to this are:
(a) Storm drain and paving may be on the same sheet (separate fees apply for each utility).
(b) Water and sewer may be on the same sheet (separate fees apply for each utility).
(4) Plans shall provide cross-referencing between all sheets which have details, detail call-outs, notes, and the like; and
(5) Plans shall be oriented with north at the top or right side of each sheet whenever possible. A north arrow and bar scale shall be provided when orientation is needed.
(Ord. 1282, § 2.7, passed 11-7-2006)
Reports and other submitted documents shall include the following:
(A) All reports and documents shall have the appropriate (State of Arizona) professional seal, signature and date; and
(B) All reports and documents shall be provided on 8-1/2-inch by 11-inch format. Only typed reports are allowed. Larger size exhibits may be included, provided they are secured inside.
(Ord. 1282, § 2.8, passed 11-7-2006)
For traffic control plans, the City Engineer shall stipulate, review and approve all traffic control plans for construction. An approved traffic control plan shall be required prior to any traffic control device installation within the public right-of-way.
(Ord. 1282, § 2.9, passed 11-7-2006)
(A) Plan view only is allowed for construction plans for:
(1) Grading and drainage plans with supplemental cross-sections as needed to explain drainage;
(2) Water line plans for new subdivisions with pipe size under 12 inches in diameter;
(3) Street light plans; and
(4) Traffic signal plans.
(B) The following information is required:
(1) Plan view shall be oriented such that north is either to the top or the right side of the sheet. North shall be clearly indicated for each plan view;
(2) The drawing scale (see Vol. II, § 10-2-5(D)) shall be clearly indicated for each plan view, and a graphic scale at least 2 inches long or 100 scale feet shall be placed adjacent to each north arrow;
(3) All existing topography shall be shown. Typically this will include but not be limited to:
(a) Existing contours with adequate spot elevations to show drainage;
(b) Existing utilities, aerial and underground, including services, manholes, valves, vaults, risers and miscellaneous utility items;
(c) Existing irrigation facilities;
(d) Adjacent land uses;
(e) City limits where applicable;
(f) One hundred-year floodplain limits where applicable;
(g) One hundred-year floodway limits where applicable;
(h) Existing storm drains, manholes, catch basins, retention/detention ponds and other miscellaneous drainage items;
(i) Show direction of existing drainage flow with flow arrows; and
(j) Miscellaneous items of construction.
(4) Existing and proposed right-of-way, easements, corner triangles and property lines. Dimensions of these shall be clearly indicated;
(5) Pinal County Tax Assessor's parcel numbers for surrounding properties;
(6) Existing topography shall be shown lighter than new construction;
(7) Drafting and lettering of new construction shall be sufficiently heavier (darker) than existing topography so as to allow it to be quickly and clearly identified;
(8) New construction notes shall be heavier (darker) than the general information notes so that they contrast;
(9) New drainage slopes may be shown as a percentage of slope or in foot per foot change of grade;
(10) Grade breaks shall be clearly shown;
(11) "Blue-Stake" notes shall be provided on each sheet; and
(12) Engineer's seal (State of Arizona), signature and date shall be affixed on each sheet.
(Ord. 1282, § 2.10, passed 11-7-2006)
(A) Plan and profile are required for construction plans for:
(1) All arterial and secondary collector streets plus other streets when longitudinally matching existing streets;
(2) Water line plans for construction within existing streets;
(3) Water line plans for construction with pipe size 12 inches in diameter or greater;
(4) All storm drain pipe plans;
(5) All sewer line plans; and
(6) All effluent line plans.
(B) The following information is required:
(1) Plan view shall be prepared in accordance with Vol. II, § 10-2-10;
(2) Profile view shall be to the scale noted in Vol. II, § 10-2-5(D) and shall show the following:
(a) Elevation and stationing grid clearly indicated;
(b) Profile of existing surface over proposed construction;
(c) Existing utility crossings; and
(d) Proposed construction (e.g., elevations, slopes and grade breaks).
(3) New construction notes shall be heavier (darker) than the general information notes so that they contrast; and
(4) Where the sanitary sewer is approved to be less than 5 feet deep, the proposed water line shall be indicated in profile by a "ghost" line, and the building sewers shall be plotted at the locations and inverts where they cross the water line. The MAG Standard Detail 404 shall be called out and shown, when needed, on both plan and profile.
(C) Double plan and profile shall only be permitted with written approval for the Development Services Engineer.
(Ord. 1282, § 2.11, passed 11-7-2006)
All plans for construction within city right-of-way or easements shall have the following notes shown on either the cover, note or detail sheet.
CITY OF APACHE JUNCTION
GENERAL CONSTRUCTION NOTES
(A) All work and materials within the public right-of-way shall conform to the latest editions of the Maricopa Association of Governments (MAG) Uniform Standard Specifications, Uniform Standard Details for Public Works Construction, supplements as amended by the city or MAG, and by the Apache Junction Standard Details. A 1-year warranty period shall commence only after final acceptance by the Public Works Department.
(B) All work and materials which do not conform to the approved plans and specifications are subject to removal and replacement at the contractor's expense.
(C) All contractors and subcontractors shall obtain a city business license and necessary encroachment permits prior to beginning construction in the public right-of-way.
(D) Contractor must notify Public Works Department, school districts and emergency services providers 48 hours before restricting traffic on any city street.
(E) The Public Works Department shall be notified 2 work days prior to commencing work within public rights-of-way. The contractor shall comply with the provisions for traffic controls and barricading as specified in the city’s Traffic Barricade Manual and the latest version of the Manual on Uniform Traffic Control Devices. Developer/contractor shall be solely responsible for erecting, placing and maintaining all temporary and permanent signing and striping.
(F) All improvements within public right-of-way shall be inspected by the Public Works Department who will be notified a minimum of 24 hours before any inspection is needed.
(G) The City Engineer may direct the placement or disposal of soil materials taken from the public right-of-way during pregrading.
(H) It shall be the contractor's responsibility to call for Blue Stake, locate and protect all utilities and their appurtenances.
(I) At least 2 but not more than 5 working days prior to excavating in the vicinity of any utility, the contractor shall contact the utility's locating service for field assistance.
(J) Dust generated by construction activities shall be controlled by watering per Pinal County Air Quality Control District. Contractor shall obtain necessary permits from the Pinal County Air Quality Control District.
(K) All temporary utilities shall be obtained and handled by the contractor at his or her own expense. The contractor shall arrange to procure and transport water to the construction site. All temporary facilities and debris shall be removed prior to final acceptance by the city.
(L) Existing utilities shall be relocated as required by the city. Overhead utility lines that must be relocated shall be placed underground.
(M) The developer shall arrange for the required utility relocations and bear the costs of the relocations. The developer shall provide utility companies and districts with advance notice of the proposed construction giving sufficient time for utility review. The utility companies may require their own inspections.
(N) City is not liable for delays or damages to utilities related to this construction; nor will the city participate in the cost of utility construction or relocation.
(O) Frames, covers, valve boxes and manholes within public rights-of-way shall be adjusted to grade after paving is finished and concrete collared per Apache Junction Standard Detail AJ-422M for manholes and MAG Standard Detail 391.1 for valves.
(P) Only Water Company employees are authorized to operate the water valves and fire hydrants on their water system.
(Q) Traffic signal activity that includes relocation, re-construction or any improvements that involve turning off the signal or other related activity must be coordinated with the city's Traffic Department in advance.
MISCELLANEOUS GENERAL NOTES
(R) The Development Services Engineer shall approve final plans after all other reviewing agencies have signed the originals. A developer shall submit the Mylar cover sheet for approval signature.
(S) Deviations from the approved plans must be approved by the Development Services Engineer, prior to construction. Any such changes shall be documented on as-built plans.
(T) City's plan approval is for 1 year only. If construction work is not started within 1 year, and actively pursued to completion, the plans shall be brought up to current standards and resubmitted for city approval. The city's review of all NPDES submittals including NOI, NOT and SWPPP is intended as review only and does not constitute approval of the methods or plans for cleaning the stormwater and protecting the waters of the United States. The contractor is solely responsible for insuring that all requirements of the Clean Water Act are strictly enforced.
(U) The acceptance of the completed rights-of-way improvements within a new subdivision will not be given until all deficiencies are corrected, test reports meeting MAG Specifications for compaction and materials are submitted, the warranty bond is posted, and other data including as-built drawings are provided to the City Engineer.
(Ord. 1282, § 2.12, passed 11-7-2006)
CITY OF APACHE JUNCTION
STREET CONSTRUCTION NOTES
(A) Exact point of matching termination and overlay of existing street pavement shall be confirmed in the field by the city.
(B) Driveway locations shall be confirmed or approved by the city prior to curb construction. The developer shall be responsible for coordinating the locations for driveways to avoid conflict with utility services.
(C) Curb, gutter, sidewalk and pavement shall be swept clean of dirt and debris. New sidewalk shall be cleaned and kept clean during construction if pedestrian traffic is allowed on the sidewalk.
(D) Gutters shall be water tested in the presence of the City Engineer or designee, to ensure proper drainage prior to acceptance.
(E) Contractor shall continuously reference location of all valves and manholes during construction.
(F) All underground utilities located in the roadway shall be completed before paving.
(G) Base course shall not be placed until subgrade has been approved by the City Engineer. Pavement course shall not be placed until base course has been approved by the City Engineer.
(H) As-built drawings, certified by the subdivider's engineer, shall be submitted to and accepted by the City Engineer before final acceptance of the work (see As-Built Requirements set forth in Vol. II, Article 10-9).
(Ord. 1282, § 2.13, passed 11-7-2006)
Plans for grading and drainage construction shall have the following notes shown on either the cover, note or detail sheet.
CITY OF APACHE JUNCTION
GRADING AND DRAINAGE
(A) An on-site excavation and grading permit is required.
(B) A separate encroachment permit is necessary for any off-site construction.
(C) The city shall be notified 24 hours before any off-site construction begins.
(D) Staking pad and/or finished floor elevations are the responsibility of the developer or his or her engineer.
(E) In a critical drainage area (FEMA Zones A, AE, AO, AH) a FEMA elevation certificate of the finished building floor shall be submitted with the as-built plans. In non-critical drainage areas, the developer's engineer shall submit certifications of constructed building pad elevations prior to the city's acceptance of project.
(F) The grading contractor shall designate the location for wasting spoil materials and a letter from the owner giving permission for that disposal prior to starting on-site construction with a city grading permit.
(G) Grading and drainage plan approval includes: construction of drainage plan, including but not limited to retention and detention areas and/or other drainage facilities, surface grading, walls, curbs, asphalt pavement, and building floor elevations.
(H) The contractor shall provide all retention and detention basins at elevations and locations as shown on the plans.
(I) The contractor is responsible for locating and confirming depth of all the existing utility lines within proposed retention basin areas. If the basin cannot be constructed per plan as a result of conflict with underground utilities, the contractor shall contact the city and designer and request modification of the basin design.
(J) This set of plans has been reviewed for compliance with city requirements prior to issuance of construction permits and shall be kept at the construction site. Such review shall not prevent the city from requiring correction of errors in plans which are found to be in violation of any law or ordinance.
(K) It is hereby advised that no person shall use any mechanical equipment for land leveling or clearing, road construction, trenching, excavating, demolition or engage in any earthmoving activity without first obtaining a permit from the Pinal County Air Quality Control District. (This notice is issued pursuant to A.R.S. § 49-431, Notice of Building Agencies).
(L) As-built drawings, certified by the developer's engineer or surveyor, shall be submitted and approved prior to issuance of a building certificate of occupancy (see As-Built Requirements, Vol. II, Article 10-9).
(Ord. 1282, § 2.14, passed 11-7-2006)
Plans for water main construction within the city right-of-way or easements and within the Apache Junction Water Company's service area shall have the following shown on either the cover, note or detail sheet; and/or provide the water construction notes per the Arizona Water Company when the water main construction is within its service area.
CITY OF APACHE JUNCTION
WATER MAIN CONSTRUCTION NOTES
(A) Contractor will expose any lines being tied into to verify location.
(B) Backfilling shall not be done until lines are inspected and approved by the City Engineer.
(C) Valves shall be furnished and installed by the contractor according to MAG, city supplements, WUCFD and/or Arizona Water Company.
(D) Backflow prevention assemblies shall be furnished and installed by the contractor according to MAG, city supplements, WUFCD and/or Arizona Water Company. Assemblies 2 inches and smaller shall be placed in a protective cage painted a neutral or earthtone color. Larger assemblies (3 inches and above) shall be painted a neutral or earthtone color.
(E) Fire hydrants shall be furnished and installed by the contractor, and shall be painted chrome yellow after installation. Approved fire hydrant list is available at the WUFCD and/or Arizona Water Company.
(F) All service lines shall be Type K copper tubing. The minimum size service line shall be 1-inch. Service lines shall be continuous under pavement without a connection or extension (see Apache Junction Standard Detail AJW-101).
(G) All taps shall use all bronze double strap service saddle.
(H) WUFCD/Arizona Water Company will install all meters 2 inches and smaller after all appropriate fees have been paid and paperwork completed. Services up to 2 inches shall be installed per Apache Junction Standard Detail AJW-101. Larger meters and services shall be in accordance with Vol. II, § 10-5-3(E) and (F) of this Chapter.
(I) Pavement replacements shall be made to Apache Junction Standard Detail AJ-200M.
(J) As-built drawings, certified by the subdivider's engineer, shall be submitted to and accepted by the City Engineer before final acceptance of the work (see Vol. II, Article 10-9, As-Built Requirements, of this Chapter).
(Ord. 1282, § 2.15, passed 11-7-2006)
Plans for sewer construction within the city right-of-way or easements shall have the following notes shown on either the cover, note or detail sheet.
I. CITY OF APACHE JUNCTION
SEWER CONSTRUCTION NOTES
(A) All sewer construction within the city right-of-way or easements shall be in accordance with latest revisions of the Standard Specifications of Construction of the Superstition Mountain Community Facilities District No. 1 (SMCFD) and the Sewer Notes that follow.
(B) Contractor shall obtain all necessary permits prior to construction.
(C) City is not liable for delays nor damages to utilities related to this construction; neither will the city participate in the cost of utility construction nor relocation.
(D) Existing pavement replacements within the city right-of-way or easements shall be made to Apache Junction Standard Detail AJ-200M.
(E) Elder disconnect pipe to be cut so that the valve box supplied by SMCFD is flush with ground and a metal cap is used for the valve box.
(F) As-built drawings certified by the subdivider's engineer or surveyor shall be submitted to and accepted by the City Engineer before final acceptance of the work (see As-Built Requirements set forth in Vol. II, Article 10-9).
II. SUPERSTITION MOUNTAINS COMMUNITY FACILITIES DISTRICT NO. 1
(A) All sewer work shall conform with the latest revision of the Standard Specifications of Construction of the Superstition Mountains Community Facilities District No. 1 (SMCFD). All sewer work outside of buildings shall be constructed, inspected and approved to the satisfaction of the SMCFD.
(B) SMCFD will not participate in the cost of construction or utility relocation.
(C) Sewer construction cannot begin until the contractor has obtained a connection permit from the SMCFD. Telephone (480) 983-2212 x 223.
(D) SMCFD Collection System Foreperson shall be notified 48 hours before sewer system construction begins. Telephone (480) 982-3053.
(E) SMCFD inspections are required as follows:
(1) After the sewer pipe has been laid to grade and 3/8-inch washed rock chip haunching has been placed and compacted to the spring line of the pipe;
(2) After 3/8-inch washed rock chips have been placed and compacted to 12 inches over the top of the pipe;
(3) After placement of manhole bases;
(4) After manholes have been constructed;
(5) After any trap has been set in place;
(6) After placement of the disconnect cleanout and installation of the riser pipe and valve box cover;
(7) During all acceptance testing of the sewer system; and
(8) After final construction of the sewer system.
(F) The construction contractor will be liable for all costs associated with exposing any construction buried prior to inspection by the SMCFD.
(G) Sewer pipelines shall be constructed of SDR 35 PVC pipe. Six-inch diameter pipelines shall be set to a minimum slope of 0.64%, 8-inch pipelines to a minimum slope of 0.42%, and 10-inch pipelines to 0.31%.
(H) Building service lines/laterals shall be 4 inches diameter. Three-inch diameter pipe is not allowed. Building service lines/lateral shall be constructed of SDR 35 PVC pipe set to a minimum pipeline slope of 1.00%. ABS plastic pipe is not allowed by the SMCFD for building service lines/laterals.
(I) Bedding (4 inches), haunching and backfill to 12 inches over the top of the pipe for sewer mains and all building service lines/laterals shall be 3/8-inch washed rock chips. Native or AB backfill is not allowed for this purpose.
(J) Pre-cast 5-foot diameter manholes are required constructed in general conformance to MAG Standard Details 420 through 427. Manhole covers shall exhibit the District's logo. Covers with the SMCFD's logo can be obtained from East Jordan Ironworks and Neenah Foundry.
(K) The service pipeline shall have a disconnect cleanout installed on the public side of the public utility easement (PUE) at the building property line. A disconnect cleanout is not required where the building service line ties in to the SMCFD's public sewer main at a manhole. The disconnect cleanout shall be a 4-inch diameter PVC SDR 35 elder valve tee fitting. The riser pipe shall also be of 4-inch PVC SDR 35 pipe. The riser pipe shall be topped with a threaded brass flush cap 6 inches below the final grade surface enclosed within ductile iron valve box at the finished surface grade. The SMCFD will supply both the elder valve fitting and the valve box when the connection permit is obtained from the SMCFD.
(L) Building sewer laterals are required to be water tested to the specifications of the city.
(M) Entire length of sewer pipelines shall be tested for deflection using a 5% mandrel.
(N) Entire length of sewer pipelines shall be low-pressure air-tested per "Standard Test Method for Installation of Acceptance of Plastic Gravity Sewer Lines Using Low-Pressure Air" published by the American Society for Testing and Materials.
(O) All manholes shall be tested using the "Standard Test Method for Concrete Sewer Manholes by Negative Air Pressure (Vacuum) Test" published by the American Society for Testing and Materials.
(P) After all infrastructure construction is completed, including paving, all sewer lines and manholes shall be cleaned to District's satisfaction, at no cost to District.
(Q) Entirety of the interior of the sewer system will be inspected by the District using a video camera. Results of this inspection will be recorded to demonstrate compliance with sewer uniform slope test requirements per Arizona Administrative Code R18-9-E301.D.2.k. The discovery of any flaws in the materials, pipe slope or construction of the pipeline at the SMCFD's sole discretion must be fixed at no cost to the SMCFD before the SMCFD will give final approval of construction.
(Ord. 1282, § 2.16, passed 11-7-2006)
The following checklist will be used as a guide to review all civil engineering improvement plans submitted to the city.
CITY OF APACHE JUNCTION
CIVIL ENGINEERING PLAN REVIEW CHECKLIST
O-Requirement not satisfied
?-Unable to determine status, more information is required
The civil plans must be submitted on 24-inch x 36-inch sheets.
The scale must be shown on the plans. An engineering scale must be used.
North arrow must be shown on each sheet.
A vicinity or site map is needed on the cover sheet.
The name of the proposed development must be shown on the cover sheet.
The city's standard general notes are to be shown on the cover sheet.
The developer's name, address and phone number must be shown on the cover sheet.
The engineer's name, address and phone number must be shown on the cover sheet.
Each sheet of the civil package must be signed and sealed by the civil engineer preparing the plans.
All elevations shown on the plans must be referenced to an approved city benchmark. The city's benchmark number, description and elevation must be shown.
Provide a quantity tabulation on the cover sheet. Include grading cut and fill quantities. Separate on-site from public improvement items.
Include a list of all affected utility companies (Qwest, Southwest Gas, SRP, MediaCom) and the dates plans were submitted to them.
Provide approval signature lines and dates for the following:
a. Development Services Engineer
b. Apache Junction Fire District
c. Superstition Mountains Community Facilities District No. 1
d. Arizona Water Company or Apache Junction Water Company (WUFCD)
e. Pinal County Health Department or provide date and copy of the approval letter and note the date on the plan
f. ADEQ or provide date and copy of the approval to construct water and sewer and note the date on the plan
Perimeter traverse data is required for the project boundaries. This information normally required to define the property legal description.
The minimum height of all text and lettering shall be 0.1 inch.
Provide a legend identifying the symbols used on the plan sheets.
An index map is needed showing street names, lot, tract and parcel numbers, sheet numbers, and phase limits and numbers if applicable.
GRADING AND DRAINAGE
All existing buildings and significant structures or items must be shown. Significant structures and items include drainage structures, washes, ditches, easements and other like items. If any of the items so noted are to be removed, they must be noted as such.
The grading and drainage plans must encompass the entire development. All lots, tracts and parcels must be shown in their entirety.
The existing topography must be shown by contours. Spot elevations are required when the subdivision's topography cannot be clearly defined by contours. Spot elevations are required immediately off-site adjacent to the subdivision boundary sufficient to permit analysis of grade differentials and drainage.
Existing storm drainage facilities such as retention basins, catch basins, scuppers and storm drain pipes must be shown and identified on the plans.
Existing washes, ditches, lakes and other water features must be shown. Any modifications must be noted. Existing washes entering the property must continue through the property and exit at the current natural locations. All natural runoff entering the site must be accommodated.
All portions of the development within the FEMA flood zones must be identified. Flood mitigation may have to be addressed. (Provide FEMA elevation certificate for pre and post developments.)
Existing spot elevations must be shown for all existing curb and gutter adjacent to the development. Elevations must be shown adjacent to each property corner, at all grade breaks and at all scuppers/catch basins.
Cross-sections must be shown across the development's property lines. The maximum allowable elevation difference between adjacent properties is 1 foot. Natural off-site overland drainage cannot be blocked.
Cross-sections must be shown for all retention basins showing bottom elevation, high water elevation and the basin edge elevation. The maximum allowable side slope is 4:1 and the maximum water depth is 3 feet.
Add the following NOTE to the cover sheet:
"The proposed retention basins are to drain within 36 hours. If the basins do not drain within the required 36 hours, the owner will be required to install drywells or other means to be approved by the Development Services Engineer to meet the requirement."
Any proposed drywells must be registered with the Arizona Department of Environmental Quality (ADEQ). The following requirements also apply:
a. All drywells serving 1 acre or more of paved areas are to be the dual chamber type such as the MaxWell Plus or equal.
b. The Envibro System is to be used for areas where chemical or petroleum spills or hazards may be possible.
Construction details, plan and profile views must be shown for all proposed drainage facilities such as:
a. Scuppers and catch basins
b. Storm drains
c. Hydraulic profile must be shown
d. Scupper inlet and chute elevations are required
e. Access barrier with hinges are required at all open ends of pipe 12 inches or more in diameter
f. Scupper inlet and chute elevations are required
g. Access barrier with hinges are required at all open ends of pipe 12 inches or more in diameter
The following information must be shown for each lot:
a. Proposed elevations at front lot corners, typically top of curb elevations
b. Proposed elevations at rear lot corners
c. Proposed finished pad elevations
d. Proposed finished floor elevations
e. Top and bottom elevations on retaining walls
f. All existing block walls on and adjacent to subdivision boundaries and retention basin perimeters must be shown with top of wall elevations
g. All proposed block walls on subdivision boundaries and retention basin perimeters must be shown
All drainage pipes and equalizer pipes are to be 12 inches minimum in diameter with headwalls and hinged debris barriers.
A drainage report is required. The drainage report shall include the following as a minimum:
a. An exhibit delineating each drainage area with the corresponding retention basins and drainage structures. Arrows must be provided indicating drainage flows, patters and overflows
b. A discussion concerning off-site flows and overland contributions including FEMA flow zones
c. Calculations determining the volume of retention required for each drainage area
d. Calculations showing the amount of retention provided for each drainage area
e. Calculations determining the depth of ponding within the retention basins
f. A discussion concerning the low outfall elevation for each drainage area including the effects of an overflow situation. The elevation must be stated in the report
g. Retention basin drain time calculations. If drywells are necessary to meet the 36-hour drain time requirement, the number of drywells must be determine
h. Street hydraulic calculations showing that the 10-year storm runoff is retained within the curbs and the 100-year runoff is contained at least 6 inches below the finished floor elevations
i. Storm drainage inlet and pipe sizing and capacity calculations
j. A discussion concerning the minimum finished floor elevation within the development. This elevation must be above the low outfall elevation of the site
k. Show all calculations, formulas and charts used. Tabulate and summarize all results
Structural design calculations are required for the following:
a. Storm drains subject to wheel loads
b. Retaining walls
A building permit is required for all retaining walls. Submit an application and structural calculations to the Building Department.
The pavement cross-section design shown on the plans must comply with the city Engineering Guidelines.
Show all existing driveways, street lights and fire hydrants within 200 feet of the property boundaries on both sides of the streets.
Provide actual street cross-sections to scale at 50- to 100-foot intervals for all perimeter streets. Include pavement centerline elevation, station, pavement join elevation and top of curb elevation.
Typical sections for each street to be improved must be shown on the detail sheet. The sections must include the following items:
a. Right-of-way width
b. Width of sidewalk
c. Width of improved surface. (24 feet minimum is required for half-street for 2-way traffic)
d. Type of curb and gutter
e. Pavement cross-section
f. Pavement cross-slope
g. Pavement structural sections
A portion of the improvements shown are within the jurisdiction of the state or county. Acquire the appropriate permit. Indicate the permit number on the cover sheet.
Deceleration lanes are required for the proposed driveways (provide right/left turn arrows). Additional right-of-way is required for the deceleration lanes.
Street lights are required every 180-200 feet on all streets within and adjacent to the development.
Proposed street light installations must note the following items:
a. Luminaire size (lumens). (Local-9,500), (Collector-16,000), (Major/Minor Arterial – 30,000), (Principal Arterial/Parkway – 50,000)
b. Luminaire mounting height. (Local-32 feet), (Collector-32 feet), (Section Line-35 feet), (Major/Minor Arterial – 30,000), Principal Arterial/Parkway – 50,000)
c. Dimension from the street centerline to the proposed pole (1 foot behind sidewalk)
d. Dimension from property corners to the proposed street light
e. Stationing for each proposed and existing light
f. Dimension to the nearest existing light within 200 feet of the property on both sides of the street
The following layout items must be shown on each sheet:
a. North arrows
b. Plan and profile scale
c. Phase limits and numbers
The following utility reference items must be shown on each sheet:
a. All existing utilities must be shown in plan view
b. All proposed utilities must be shown in plan view
c. Utility crossings must be shown in profile view when the crossings are not detailed on utility plan sheets
d. All power poles must be located
Provide a Master Utility Plan including water, sewer, storm drain and street light information.
The following design items must be shown on each sheet in plan view:
a. Existing right-of-way with width dimensioned
b. Existing pavement with width dimensioned
c. Existing curbs with width dimensioned
d. Existing sidewalk with width dimensioned
e. Existing sidewalk ramps
f. Proposed right-of-way with width dimensioned
g. Proposed pavement with width dimensioned
h. Proposed curbs with width dimensioned and MAG Standard Detail number call-out
i. Proposed sidewalk with width dimensioned and MAG Standard Detail number call-out
j. Provide a 5-foot temporary sidewalk turndown at the ends of the sidewalk improvements
k. Proposed sidewalk ramps (MAG Standard Detail 231-A)
l. Proposed sidewalk ramps at "T" intersections (MAG Standard Detail 233-C)
m. Existing items to be protected in place must be noted
The following design items must be shown on each sheet in profile view:
a. Existing grade at right curb line
b. Existing grade at left curb line
c. Existing grade at centerline
d. Proposed grade at right curb line
e. Proposed grade at left curb line
f. Proposed grade at centerline
g. Proposed centerline elevation at curb return station on crown run-outs
h. The proposed longitudinal grades must be labeled. Longitudinal grades on curves shall be computed based on their true lengths. The longitudinal grades shall comply with the city Guidelines
i. Storm drain crossings
j. Utility and other crossings whenever minimal cover, 1 foot or less below subgrade, is encountered
The following traffic engineering items must be shown in plan view:
a. Street signs
b. Traffic control devices:
1) Stop sign MUTCD R1-1, 30 inches by 30 inches
2) Speed limit sign MUTCD 22-1, 24 inches by 30 inches
c. Temporary turnaround at dead-end streets and phase lines
d. Barricade with 9 red prismatic reflectors on red sheeting MUTCD M1-9R for each 10 to 12 feet of barricade is required
e. Signing and striping plans for section line streets and/or special conditions
The following survey design items must be shown on each sheet:
a. Station numbers with sheet reference at all match lines in plan or profile
b. Centerline survey data
c. Station numbers at all changes in street alignment, intersections, curb returns and grade breaks in profile
d. Gutter and centerline spot elevations at all grade breaks
e. Gutter spot elevations at all intersections
f. Centerline spot elevations at all intersections
g. Show grade breaks in plan
Street geometrics must meet city standards or general engineering practices for the following items:
a. Centerline radii
b. Tangent lengths between curves
c. Tangent lengths at intersections
d. Pavement tapers
e. Intersection angles
f. Vertical curve lengths
g. Maximum longitudinal slope changes
h. Barrier median construction
i. Driveway installations
Sufficient existing off-site elevations required to determine grade and direction of slope.
Structural design calculations are required for storm drains subject to wheel loading.
An easement or right-of-way dedication is required by separate instrument. Please provide the following exhibits and/or information for review. The city will provide the deed forms. After they are signed and notarized, the city will accept and record the deeds.
a. Type of easement or right-of-way
b. Legal description signed and sealed by a registered land surveyor, labeled Exhibit "A"
c. Detail map based on the description signed and sealed by a registered land surveyor, labeled Exhibit "B"
d. A current title report
e. If there is a lien on the property such as a trust deed, a partial release and partial reconveyance is required
Please add the following statement on the cover sheet:
"The City of Apache Junction approved these plans for conformance with the city codes, Guidelines, and policies only. The City of Apache Junction is not responsible for design, assumptions, conclusions or accuracy of the information contained herein or in the supporting documents."
Provide an engineering cost estimate for all work within the public right-of-way.
An improvement assurance bond is required based on the above engineering cost estimate. The improvement assurance must be provided prior to issuance of any permits.
Provide a drainage and retention agreement on the enclosed original city form. Provide legal description (Exhibit "A") and map (Exhibit "B") with original RLS seal and signature to accompany the agreement.
Please add the following statement on the cover sheet:
"Approval of these plans shall not prevent the city from requiring correction of errors in the plans where such errors are subsequently found to be in violation of any law, ordinance or other health/safety issue."
The overhead utility lines on or adjacent to this site must be undergrounded. Please add the following note to the cover sheet:
"The improvements shown on this set of plans will not be fully approved by the city and the certificate of occupancy will not be issued until the overhead utility line undergrounding and/or power pole relocation requirement has been satisfied."
Note: A waiver may be requested for redevelopment and/or infill projects.
Please add the following statements on the improvement plans as applicable:
"The contractor shall establish the grade line for the new curb and gutter according to the approved plans. If the cross slope between the existing edge of pavement and the proposed lip of gutter is greater than 3% or less than 1%, the new curb and gutter line shall be modified or an additional asphalt sawcut will be required to bring the cross slope to 2% (+/- 1%)."
Provide 3,000 psi concrete cap over a pipe for any area where the minimum cover requirements is not achievable.
City of Apache Junction Standard Detail AJ-24.1 is to be utilized as driveway entrance location where vertical curb provided.
Handrails must be provided at any area behind the sidewalk or sidewalk ramp that is deeper that 18 inches from finish ground.
Provide 18 inches sedimentation basin at the bottom of catch basin, and bubbler box.
Note: The redlines are considered to be a part of these comments and may contain comments not listed herein.
PLEASE RETURN THIS CHECKLIST AND THE CHECKPRINTS WITH THE NEXT PLAN REVIEW SUBMITTAL.
If there are any questions, please call (480) 474-5077.
(Ord. 1282, § 2.17, passed 11-7-2006)
CITY OF APACHE JUNCTION DATE
SUPERSTITION MOUNTAINS COMMUNITY DATE
FACILITIES DISTRICT NO. 1
ARIZONA WATER COMPANY OR DATE
APACHE JUNCTION WATER COMPANY (WUFCD)
PINAL COUNTY HEALTH DEPARTMENT DATE
ARIZONA DEPARTMENT OF ENVIRONMENTAL QUALITY DATE
APACHE JUNCTION FIRE DISTRICT DATE
TYPICAL APPROVAL BLOCKS
SHEET 1 OF 3
THESE PLANS HAVE BEEN SUBMITTED TO THE FOLLOWING UTILITY AND CABLE COMPANIES. WHERE THE WORK TO BE DONE CONFLICTS WITH ANY OF THESE UTILITIES, THE CONFLICTS SHALL BE RESOLVED AS SPECIFIED IN THE SPECIAL NOTES AND/OR AS OTHERWISE NOTED ON THESE PLANS. CONFLICTS ARISING DURING THE COURSE OF CONSTRUCTION FROM UNFORSEEN CIRCUMSTANCES SHALL BE REPORTED TO THE INTERESTED UTILITY AND CABLE COMPANY AND BE RESOLVED BY THEM AND THE DESIGN ENGINEER.
MEDIACOM (CABLE TV)
DISTRICT NO. 1 (SEWER)
ARIZONA WATER COMPANY
APACHE JUNCTION WATER
COMPANY (WUFCD) DATE SUBMITTED
TYPICAL APPROVAL BLOCKS
SHEET 2 OF 3
I CERTIFY THAT THE "AS-BUILT" INFORMATION SHOWN HEREON WAS OBTAINED UNDER MY DIRECT SUPERVISION AND IS CORRECT AND COMPLETE TO THE BEST OF MY KNOWLEDGE AND BELIEF.
TYPICAL APPROVAL BLOCKS
SHEET 3 OF 3
(Ord. 1282, Figure 2B, passed 11-7-2006)
10-3-1 General comments
10-3-2 Street geometrics
10-3-3 General technical information
10-3-4 Design guidelines
10-3-5 Street structural section (aggregate base, asphalt base course and asphalt surface course)
10-3-6 Street improvements
10-3-8 Engineer reports
(A) This section describes the minimum geometric requirements to be used in the preparation of construction plans that involve public street improvements. The requirements described herein are primarily based on safety considerations; therefore, standards that provide a greater degree of safety may be used within reasonable economic limits, but standards that provide a lesser degree of safety may not be used without approval from the City Engineer.
(B) While every effort has been made to ensure the accuracy and completeness of these Guidelines, the city shall not be held responsible for any errors or omissions. It shall be the sole responsibility of the design engineer to ensure a proper design and the accuracy and completeness of construction documents containing his or her signature.
(Ord. 1282, § 3.1, passed 11-7-2006)
(A) Use of national standards.
(1) Geometric design standards. The American Association of State Highway and Transportation Officials (AASHTO) policies on highway design are approved references and are to be used together with this Chapter.
(2) Traffic control standards. All traffic control devices shall be in accordance with the latest Manual on Uniform Traffic Control Devices (MUTCD) prepared by the U.S. Department of Transportation and the City of Apache Junction Traffic Barricade Manual.
(3) Special areas. For those areas that are located in the special designated areas (see Apache Junction Standard Detail AJ-12.1), see Vol. II, Appendix 10-A, 10-B or 10-C for additional requirements in addition to this Article.
(B) Definitions. For the purpose of this Chapter, the following definitions shall apply unless the context clearly indicates or requires a different meaning.
ALLEY. A public thoroughfare that affords only a secondary means of access to abutting property.
(a) MAJOR ALLEY. Serves multi- family residential, commercial, and industrial areas.
(b) MINOR ALLEY. Serves single-family residential areas.
DEVELOPER. The individual, firm, corporation, partnership, association, syndicate, trust, or other legal entity that files the application and initiates proceedings for the development and/or subdivision of land in accordance with the Apache Junction City Code, Vol. I; the DEVELOPER need not be the owner of record of the land.
EASEMENT. A grant by the owner for the use of specified land by the public, a corporation or persons, for specific uses and purposes and so designated and recorded in the County Recorder's office.
MEDIAN. A raised or flush area designed to separate and control vehicular movement.
PEDESTRIAN WAY. A public walk dedicated entirely through a block from street to street and/or providing access to a school, park, recreation area or shopping center.
RIGHT-OF-WAY. Any land which by deed, conveyance, agreement, easement, dedication, usage, zoning condition, process of law or other means is reserved for or dedicated to the general public for street, highway, alley, public utility, pedestrian walkway and other public purpose.
STREET. Any existing or proposed street, avenue, boulevard, road, bridge, viaduct or easement for public vehicular access or a street shown in a plat duly filed and recorded in the County Recorder's office. A street includes all land within the street right-of-way whether improved or unimproved and includes such improvements as pavement, shoulders, curbs, gutters, sidewalks, parking spaces, bridges, viaducts and traffic control devices.
(a) ARTERIAL STREET. A major street of exceptional continuity that is intended to carry the greater portion of through traffic from one area of the city to another and is generally positioned at 1-mile intervals.
(b) COLLECTOR STREET. A street designed with the primary purpose of collecting and distributing traffic to and from arterial streets.
1. INDUSTRIAL COLLECTOR. A collector street serving commercial, industrial or other land uses expected to generate high traffic volumes or substantial heavy truck traffic.
2. RESIDENTIAL COLLECTOR. A collector street serving predominantly residential land uses.
(c) CUL-DE-SAC. A short local street having but 1 end open for vehicular traffic, the opposite end being terminated with a permanent turnaround.
1. COMMERCIAL DRIVEWAY. Access for retail, office, high density residential or government/community service building.
2. INDUSTRIAL DRIVEWAY. Access for large industrial, office park, mixed use or warehouse developments which may also accommodate heavy truck movements.
3. PARKING LOT ACCESS WAY. Access to and circulation among parking areas within an integral apartment or townhouse complex.
4. RESIDENTIAL DRIVEWAY. Access to single-family residence from local or collector street only. Access from an arterial street is not allowed in the city unless approved by the City Engineer.
(e) LOCAL STREET. Typically, a street of limited continuity with the primary purpose of service to only those lots which are adjacent.
(f) PRIVATE STREET. A street not owned or maintained by the city.
(g) PUBLIC STREET. A street owned and maintained by the city.
(h) RURAL STREET. A street located within the special area: Rural Area.
(C) Street types. The city has 4 basic types of streets. These are parkway, arterial, collector, and local.
(1) Parkways. Parkways provide for efficient movement of large volumes of through traffic. Direct access is limited.
(2) Arterial streets. Arterial streets with or without raised medians provide regional continuity and carry large volumes of traffic between areas of the city and through the city. Full access to abutting commercial and multi-family land uses is limited to median openings where there is a raised median. Single-family residential developments shall not have direct access to an arterial street, unless approved by the City Engineer.
(3) Collector streets. Collector Streets provide direct access to abutting land uses, handle local traffic, and provide access to the arterial street system. Local streets normally will be connected to collector streets.
(4) Local streets. Local streets provide direct access to abutting land uses, handle local traffic, and provide access to the collector street system.
(D) Street classification. Following is a listing of each street classification followed by the number of the detail that depicts the standard street cross-section for that classification.
Minor and Major Arterials
(1) Street classifications are determined by location and/or intended use.
(2) All developments shall provide for public arterial and collector streets at their normal alignments except in the special area: Portalis, or as approved by the City Engineer.
(E) Street names. Street names shall be consistent with the natural alignment and extension of existing streets. New street names shall not duplicate in whole or in part, or be confusing with existing street names. The City Council reserves the right to modify street names to conform to city standards.
(F) Intersections to arterial streets. Interior streets shall not intersect arterial streets other than at the 1/4- and 1/2-mile points of the arterial or as approved by the City Engineer.
(Ord. 1282, § 3.2, passed 11-7-2006)
(A) Street name signs.
(1) All new developments shall provide for street name signs and posts at all intersections. The developer shall install these signs and posts at public street intersections per Apache Junction Standard Detail AJ-28.1.
(2) Private streets shall be signed by the developer as approved by the city's Development Services Department.
(B) Survey monuments.
(1) All developments shall provide survey monuments at section corners, street centerline intersections, street centerline alignment changes (Point of Curvature [PC], Point of Tangency [PT], or Point of Intersection [PI] if it is within street pavement). For new building construction, the City Engineer may not require, with prior written approval, replacement of monuments for areas outside the right-of-way.
(2) All section corners, 1/4-corners, and center of section shall be a brass cap in a hand hole per MAG Standard Detail 120-1, Type "A." All other required survey monuments shall be a brass cap on the surface per MAG Standard Detail 120-1, Type "B."
(3) All existing monumentation shall be preserved both horizontally and vertically.
(C) Barricades and delineators.
(1) All new developments shall provide for barricades at all dead ends, temporary dead ends and incomplete streets per MAG Standard Detail 130, Type "B."
(2) New barricades shall be constructed per MAG Standard Detail 130, Type "B" modified with red and white reflectorized stripes using engineer grade reflective sheeting.
(3) Barricades installed with phased construction may be relocated within the same development.
(4) Delineators are required to guide traffic at all necessary locations (such as pavement tapers). Minimum spacing (in feet) between delineators is the same as the speed limit (in miles per hour) for the roadway.
(D) Conduits, sleeves or carrier pipes. Projects that have parkway landscaping with irrigation lines under public streets shall install conduit sleeves for the irrigation line(s) prior to the paving improvements. All parkway landscaping shall be as directed and approved by the Apache Junction Parks and Recreation Department.
(E) Signage and striping. All signage and striping shall be per the latest MUTCD and approved by the Development Services Engineer.
(Ord. 1282, § 3.3, passed 11-7-2006)
Street design will be in accordance with the following criteria, subject to the approval of the City Engineer. Geometric design standards not specifically included in this Standard will conform to the latest A Policy on Geometric Design of Highways and Streets, published by the American Association of State Highway and Transportation Officials (AASHTO).
(A) Street right-of-way requirements.
(1) The right-of-way requirements shall be as shown in Apache Junction Standard Details AJ-20.1 through AJ-20.8.
(2) Right-of-way widths in excess of the standard widths may be required in special circumstances such as when:
(a) Cut or fill slopes cannot be confined within the standard width;
(b) Minimum sight distance lines on horizontal curves are not within standards;
(c) Minimum sight distances at intersections are not within the standards; and
(d) Auxiliary lanes are to be provided.
(B) Intersections. Although all intersections share certain common elements, they are not subject to generalized treatment.
(1) Minimize conflict. To minimize conflicts and provide for anticipated traffic movements, each intersection must be evaluated with regard to its individual characteristics, and designed based on the following factors:
(a) Traffic factors such as capacities, turning movements, vehicle size and operating characteristics, vehicle speed, pedestrian movements, transit operations and accident history;
(b) Physical factors such as topography, existing conditions, channelization requirements; and
(c) Human factors such as driving habits, reaction to surprises, decision and reaction time, and natural paths of movement.
(2) Angle of intersection. A right-angle intersection provides the shortest crossing distance for intersecting traffic streams. It also provides the most favorable condition for drivers to judge the relative position and speed of intersecting vehicles. Where special conditions exist, intersection angles may diverge from a right angle with approval of the City Engineer.
(3) Alignment and profile. Intersections occurring on horizontal or crest vertical curves are undesirable. When there is latitude in the selection of intersection locations, vertical or horizontal curvature should be avoided. A line or grade change is frequently warranted when major intersections are involved. If a curve is unavoidable, it should be as flat as site conditions permit. Where the grade of the through roadway is steep, flattening through the intersections is desirable as a safety measure.
(4) Intersection sight visibility.
(a) Sight visibility triangles. Clear lines of sight will be maintained along all streets, alleys and driveways to assure the safety of motorists and pedestrians.
(b) Lines of sight. Lines of sight will not be obscured between 24 inches and 6 feet through a triangular area adjacent to a driveway, an alley or a street, where such access ways intersect with another street in a T-configuration. The sight visibility triangle, or sight triangle, consists of 3 sides that are formed by 2 intersecting access ways and a line connecting the 2 (see Apache Junction Standard Detail AJ-27.1).
(C) Sight distance.
(1) Adequate sight distance shall be provided at all intersections, alleys and driveways (see Apache Junction Standard Detail AJ-26.1).
(2) The determination of whether an object constitutes a sight obstruction shall consider both the horizontal and vertical alignment of both intersecting roadways, as well as the height and position of the object.
(3) The sight distance required varies according to traffic speeds on the through road. A designer shall provide the sight distance based on the latest AASHTO Policy on Geometric Design of Highways and Streets and submit it with the plans.
(D) Street slopes.
(1) Typical street cross-slope. Undivided streets should have a normal crown that is a 2-way cross-slope with the cross-section high point on the street centerline. Divided streets should have cross-slope on each pavement section. The high point of each slope on each pavement section shall occur on the edge of the pavement nearest to the median. Unusual conditions may cause cross-slope requirements to vary, but normally, the desirable cross-slope is 2%, with a maximum cross-slope of 3% and a minimum cross-slope of 1%. Any deviation from the desirable cross-slope shall be approved by the City Engineer.
(2) Cross-slopes in street dip sections. While dip sections are discouraged, where storm drainage runoff flows must cross the street, dip sections are needed and must be approved by the City Engineer. The pavements through the dip section should have a 1-way slope (no crown), curbing and medians must not be raised, and cut-off walls shall be installed in accordance with MAG Standard Detail 552. Transitions back to normal street cross-slopes will be needed at both ends of the dip section.
(3) Existing cross-slope. See Vol. II, § 10-3-6(D) for street widening guidelines.
(4) Longitudinal slope.
(a) The minimum street and gutter slope for public streets is 0.0032 feet/feet (0.32%). Special approval by the City Engineer is required for slopes less than the minimum.
(b) Projects that have any area with less than the approved minimum gutter slope shall provide construction staking on the actual gutter alignment (not offset) at a spacing not to exceed 25 feet and have the grades checked by a city Engineering Inspector immediately preceding the concrete pour.
(c) Grade breaks and grade changes shall be clearly noted and stationed on the grading and drainage plan and the profile views.
(d) Projects with longitudinal slopes less than 0.32% shall have the gutter lines water-tested in the presence of and to the satisfaction of the city's Inspector.
(5) Vertical curves. Roadways with a longitudinal grade break or grade change of greater than 1.5% shall be required to design and construct a vertical curve along that section of roadway. Vertical curves shall be designed, at a minimum, per the most current AASHTO guidelines.
(6) Superelevation. Although the superelevation of roadways is discouraged, unusual circumstances may require the use of superelevation. The City Engineer must approve the use and design of superelevated roadways. Roadway drainage must be considered in superelevated conditions.
(7) Undulating roadways. Roadways shall be designed to eliminate undulations. In the case where an existing paved roadway undulates, it shall be removed full width and reconstructed to a new grade acceptable to the City Engineer and the entire cost paid for by the developer.
(8) Side slopes. Side slopes should be designed for functional effectiveness, ease of maintenance and pleasing appearance.
(a) For areas more than 10 feet from back of curb, slopes of 4:1 or flatter shall be provided.
(b) Steeper slopes may be approved in areas more than 30 feet from back of curb when soils are not highly susceptible to erosion, or when a cut is not more than 4 feet vertical. Cuts or fills greater than 4 feet vertically shall be approved by the City Engineer.
(E) Pavement tapers.
(1) Projects are required to provide sufficient pavement tapers at all necessary locations (such as the beginning or end of a project) to properly guide traffic.
(2) The pavement section for tapers shall be per these Guidelines. See Table 10-3.1 under Vol. II, § 10-3-5 below.
(3) Pavement tapers shall be constructed with a thickened edge per MAG Standard Detail 201, Type "B."
(4) Taper length formulas: Taper length for merging traffic situations are calculated by the following formulas:
(a) When the design speed is 40 mph or less:
(b) When the design speed is 45 mph or greater: TL = WxS
TL = Taper length in feet
S = Design speed in miles per hour. The design speed is 5 mph over the posted speed limit.
W = Width of the offset between the edge of the travel lane and the edge of the lane after the taper
(5) Taper length for non-merging traffic situation (such as where pavement widens with traffic) is normally 50 feet minimum. However, there may be some instances when more than 50 feet of taper may be required. The requirement for a longer taper will be determined on a case-by-case basis by the city.
(6) The Engineer shall investigate the existing conditions and if determined to be substandard, the project shall sawcut and remove any existing pavement tapers when extending or installing new pavement improvements.
(Ord. 1282, § 3.4, passed 11-7-2006)
(A) Flexible pavement. The flexible pavement street structural section for public streets shall be the minimum depths shown below.
Table 10-3.1 - Street Structural Section (Minimum Depths)
Asphalt Surface Course (A)
Asphalt Base Course (B)
ABC Fill (C)
2.5 in. - A-19**
3 in. - A-19
2.5 in. - A-19**
3 in. - A-19
1.5 in. - A-12.5**
2.5 in. - A-19
2.5 in. - A-12.5**
Local Street-Commercial and Industrial
1.5 in. - A-12.5**
2.5 in. - A-19
* See Note 1
** See Note 4
(1) Install in 2 equal layers.
(2) ABC fill to conform to MAG Standard Specification 702.2 (aggregate base).
(3) Asphalt concrete shall conform to the latest version of the East Valley Asphalt Criteria and be approved by the EVA Committee.
(4) Surface treatment shall be Grade SS-1h fog seal in accordance with MAG Standard Specification 333 applied at a rate of 0.1 gallon per square yard or as otherwise directed by the City Engineer.
(5) Utility adjustments and concrete collars shall be completed prior to application of surface treatment.
(6) A soil test and a street structural section recommendation by a qualified geotechnical firm shall be required unless the City Engineer gives written permission not to.
(B) Rigid pavement. Rigid pavements, such as portland cement concrete, are generally not used for city streets. If rigid pavements are used, each design must be approved by the City Engineer on an individual basis.
(C) Decorative pavement.
(1) The use of decorative concrete must be approved by the City Engineer. Decorative concrete will not be placed in arterial through lanes. When approved, it shall be constructed in accordance with MAG Standard Specifications Sections 340 and 725 (Class A concrete) with a minimum thickness of 8 inches.
(2) The use of interlocking paving blocks must be approved by the City Engineer. When approved, they shall be installed in accordance with the manufacturer's guidelines. In addition, a minimum of 25 paving blocks of the type installed must be deposited free of charge at the city's maintenance yard for future city maintenance operations.
(D) Miscellaneous pavement standards.
(1) For cases where the full depth of base course cannot be constructed due to insufficient cover over existing facilities, the city reserves the authority to approve equivalent alternate designs if justified.
(2) The minimum pavement cross-sectional requirement for temporary turnarounds, which are constructed at project phase lines, is 6 inches of aggregate base course over 6 inches of subgrade; see MAG Standard Specifications Sections 301, 310 and 702. If the temporary turnaround is constructed at a project boundary, a surface course of 2 inches of asphaltic concrete is required in addition to the base and subgrade noted above; see MAG Standard Specifications Sections 321 and 710, without lime.
(3) Temporary pavement cross-sections shall consist of 2 inches of asphaltic concrete over 6 inches of aggregate base course over 6 inches of subgrade, see the same MAG Standard Specifications sections noted above.
(4) The edge of the temporary pavement and the perimeter of a paved temporary turnaround shall be constructed with a thickened edge per MAG Standard Detail 201, Type "B."
(Ord. 1282, § 3.5, passed 11-7-2006)
(1) Median widths. Median widths (raised and not raised) are as shown on Apache Junction Standard Details AJ-20.4 and AJ-20.5.
(2) Median curbs. Median curbs shall be installed per Apache Junction Standard Details AJ-20.4 and AJ-20.5.
(3) Median curb termination.
(a) Medians shall terminate in a bullet nose per MAG Standard Detail 223. Concrete pavers may be used in lieu of concrete when approved by the City Engineer.
(b) At intersections, medians shall terminate at a point perpendicular to the curb return adjacent to the median's bullet nose per Apache Junction Standard Detail AJ-25.1 or as directed by the city.
(4) Median openings.
(a) Raised medians on major streets are provided to reduce conflicts and improve traffic flow. Careful consideration should be given to requests for median cuts to ensure that the purpose of the median is not defeated by a proliferation of indiscriminate median cuts.
(b) There are 2 types of median cuts used in Apache Junction.
1. Full access. The full access cut allows left turns from the street into a site as well as left turns from a site onto the street.
2. Partial access. The partial access opening allows left turns from the street into a site, but it prohibits left turns from a site on to the street. The partial access opening allows fewer traffic conflicts and has a lower potential for accidents than the full access opening.
(c) Median openings shall be designed per the following criteria.
1. Median opening spacing is measured from the center of the median opening to the center of the adjacent median opening or intersection.
2. In general, full access median cuts may be provided at 1/6-mile or 880-foot points along an arterial street. Additional median openings are allowed but should be the partial access type.
3. A median cut closer than 880 feet to an arterial-to-arterial intersection shall be the partial access type.
4. Median cuts less than 660 feet from an arterial-to-arterial intersection are not allowed.
5. Median cuts less than 660 feet from any signalized intersection or an intersection likely to be signalized are not allowed.
6. Median cuts less than 880 feet from a freeway interchange generally are not permitted, although each case will be evaluated based on the configuration of the particular interchange.
7. Adjacent median cuts should not be so closely spaced as to eliminate all of the area available for landscaping in the median.
8. Left turn storage shall be provided for both directions on the major street.
9. There may be unique geometric conditions at some locations that would affect the ability to provide a median cut. Variations from these Guidelines may be appropriate depending on the particular design features of the street under consideration. Variations may be approved by the City Engineer.
(d) The design and construction of median openings for private businesses shall be the responsibility of those establishments, subject to approval by the city.
(5) Median landscaping.
(a) Landscaping within a median shall be approved by the city's Parks and Recreation Department.
(b) Landscaping within a median along a public street shall be maintained by the city.
(B) Curbs and gutters.
(1) Vertical curbs.
(a) Vertical curbs are required for all streets except local residential and the designated special area: Rural Area.
(b) The vertical height of the curb shall be 6 inches on arterial or collector streets unless otherwise approved to match existing conditions.
(c) Installation shall be per MAG Standard Detail 220, Type "A" or MAG Standard Detail 222, Type "A."
(d) Vertical curbs shall be 6 inches at all medians and edge of roads with landscaping, equipment or vertical structures.
(e) Six-inch vertical curb will be used at all curb returns on public local residential street intersections.
(f) Six-inch vertical curb will be used at all curb returns on public local residential street intersections with collector or arterial streets.
(2) Roll curbs. Roll curbing is required for public local residential streets except where vertical curb is required (curb returns and the like) and is to be constructed in accordance with MAG Standard Detail 220, Type "C" or "D."
(3) Ribbon curbs. Where ribbon curb is needed and approved by the City Engineer for public streets, the installation of the ribbon curb is to be per MAG Standard Detail 220, Type "B." Transition from vertical curb and gutter or roll curbing to ribbon curb shall be with a curb termination. Installation of the curb and gutter transition is to be per MAG Standard Detail 221.
(4) Curb returns. All curb returns shall be constructed with vertical curb. Curb returns shall have a minimum drop of 0.20 of a foot around the return. Maximum drops shall not exceed 5% along the face of the curb at the sidewalk ramp. See Table 10-3.2 for minimum back of curb radii for curb returns at intersections.
* feet (back of curb)
**Not allowed without written approval from the City Engineer
(5) Height transitions. Transitions in curb height shall occur within the curbing at an intersection between curb returns or between the wings of a driveway (from 6 inches to 4 inches for example).
(6) Curb removal and replacement. If existing curb and gutter must be removed and replaced, the existing asphalt pavement must be sawcut and removed to a minimum width of 2 feet from the lip of the new gutter. Replacement of asphalt pavement shall match existing asphalt and base thickness at a minimum.
(7) Valley gutters. Valley gutter and aprons, where required, are to be installed per MAG Standard Detail 240. Valley gutters are to have a minimum drop across the intersection of 0.25 foot. Valley gutters and aprons shall be constructed with Class "A" concrete.
(a) Transverse valley gutters are prohibited from being used within the city. If a transverse valley gutter is proposed, it must be approved by the City Engineer.
(b) Asphalt valley gutters are not allowed on public streets.
(c) Locations of valley gutters. Valley gutters may only be used across collector streets, and local residential streets. Exceptions must be approved by the City Engineer.
(C) Turning lanes. A separate turning lane permits separation of conflicting traffic movements and removes turning vehicles from the intersection area. Right-turn lanes shall be provided on major arterial streets at all street intersections, and at driveways where warranted. For left-turn lanes at signalized intersections, dual turn lanes should be considered when the turn volume exceeds 200 vehicles per hour, the opposing through volume exceeds 1,000 vehicles per hour, or the delay to left turning vehicles exceeds 45 seconds. Abrupt reduction of alignment and sight distance standards should be avoided. The minimum length of these lanes must be approved by the City Engineer and are:
Parkway and Arterial
* Length in feet
(D) Street widening.
(1) Projects widening existing pavement are required to sawcut and remove a 2-foot minimum section of the existing pavement continuous along the edge of the existing pavement.
(2) Projects that are required to widen existing pavement shall provide on the plan and profile sheets, as a minimum, existing elevation, grades at the centerline, sawcut line and gutter line at 50-foot intervals, unless a smaller interval is required by the Development Services Engineer.
(3) Also the plan sheets shall show the existing cross-slope from the existing centerline of the street to the sawcut line and from the sawcut line to the lip of proposed gutter at the same 50-foot intervals. The existing and proposed cross-slopes are to be within 1% to 3% with a desired 2%. The existing pavement must be sawcut to a line that achieves the 1% to 3% or rebuilt from the street centerline.
(4) When existing paving has been installed without surface course, the developing project shall install surface course to the centerline. The surface course shall be tapered beyond the centerline to provide a smooth transition. The Development Services Engineer shall assess the amount of tapering required to make a smooth transition to the existing pavement.
(5) The developer's engineer will be required to investigate existing pavement for composition, structural capacity and stability. If after the developer's engineer's investigation, the city determines the existing pavement section is below current standards, the developer's engineer shall call out a sawcut at the construction centerline and replacement of the existing pavement with new pavement per city guidelines.
(E) Partial street and half-street improvements.
(1) Generally, a developer is required to construct the full street cross-section for the streets internal to the development and a portion of the streets surrounding the development. For partial or half-street designs, a 24-foot minimum width from lip of gutter to the edge of the asphaltic pavement and a striping plan is required. The partial street construction standards are per Apache Junction Standard Detail AJ-21.1.
(2) For all streets, pavement tapers shall be constructed to provide transitions between newly constructed and existing roadway sections as deemed necessary by the Development Services Engineer.
(F) Public alleys.
(1) New residential alleys are not allowed in Apache Junction.
(2) Commercial alleys are to be 24 feet wide. Surfacing is to be per MAG Standard Detail 202.
(3) Projects that have an alley system within or contiguous to the project which will be used as a primary means of access shall have an alley that is a minimum of 24 feet wide and paved. Paving shall be per MAG Standard Detail 202.
(4) Projects that have an alley system within, or contiguous to the project, which will not be used as a primary means of access, are required to surface the alley with a minimum of 6 inches of aggregate base course (ABC).
(1) Construction standard. Parkway, arterial, collector and local street classifications that have sidewalks shall comply with Apache Junction Standard Details AJ-20.1 through AJ-20.5 in addition to MAG Standard Detail 230 except as otherwise approved by the city.
(2) Sidewalk widths.
(a) Local street classifications require 4-foot wide sidewalks except in special designated area-Rural Area where no sidewalks are required. See Apache Junction Standard Detail AJ-20.1 and AJ-20.6.
(b) Collector street classification requires a 5-foot sidewalk except in special designated area-Rural Area where no sidewalks are required. See Apache Junction Standard Detail AJ-20.2 and AJ-20.7.
(c) Minor and major arterial street classifications require 6-foot wide meandering sidewalks except in special designated area-Rural Area where no sidewalks are required. See Apache Junction Standard Detail AJ-20.3 and AJ-20.8.
(d) Principal arterial and parkway street classifications require 10-foot wide meandering sidewalks. See Apache Junction Standard Details AJ-20.4 and AJ-20.5.
(e) Sidewalks on bridges are required to be a minimum of 8 feet in width.
(3) Width transitions. Sidewalk width transitions shall occur either in the curb return area or across a driveway.
(a) Sidewalks along collector, arterial and parkway streets shall be detached and linear at a distance as noted per Apache Junction Standard Details AJ-20.2 through AJ-20.5 or as specified by a technical review comment.
(b) Sidewalks along local streets shall adjoin the back of the curbing.
(5) Sidewalk ramps. In accordance with the Americans with Disabilities Act (ADA), sidewalk ramps are required at all public street intersections per MAG Standard Detail 231, Type "A."
(a) Existing curb installation. The installation of a sidewalk ramp in an existing curb shall be made by completely removing the existing curb and gutter. The existing asphalt pavement shall be removed and replaced as noted in the section on curb and gutter (division (B)(6) above). The sidewalk ramp will be constructed per MAG Standard Detail 231, Type "A."
(b) Tee intersections. Sidewalk ramps per MAG Standard Detail 233 shall be installed on the perpendicular side of the street at the tee intersections and shall be aligned with 1 of the curb returns on the opposite side of the street. Where roll curb is constructed, the sidewalk ramp shall be per Apache Junction Standard Detail AJ-22.1.
(c) Existing intersections. Projects that adjoin or include an existing public street intersection in which sidewalk ramp(s) are not existing are required to install the necessary ramp(s) in order to comply with ADA requirements.
(H) Driveways. All driveways within public rights-of-way shall be designed and installed per the following:
(1) Residential lots. Residential lots where the sidewalk is adjoining the roll curb, the driveway shall be installed per Apache Junction Standard Detail AJ-23.1.
(2) Commercial and industrial properties. Commercial and industrial driveways shall be installed per Apache Junction Standard Detail AJ-24.1.
(3) Existing curb installations. The installation of a driveway in an existing vertical curb shall be made by the complete removal of the curb and gutter. The existing asphalt pavement shall be removed and replaced as noted in the section on curb and gutter (division (B)(6) above). The driveway shall be constructed per Apache Junction Standard Detail AJ-24.1.
(4) Driveway location limitations.
(a) New access. A new access driveway will not be allowed (measured to the driveway centerline):
1. Within 30 feet of any commercial property line, except when it is a joint-use driveway serving 2 abutting commercial properties and access agreements have been exchanged between, and recorded by, the 2 abutting property owners;
2. When the total width of all driveways serving a property exceeds 50% of the curb line frontage;
3. Within 50 feet of the right-of-way line of an intersecting non-arterial street;
4. Within 100 feet of the right-of-way line of an intersecting arterial street; or
5. Within 100 feet of an approved median opening location on an arterial street.
(b) On residential access.
1. Residential properties that have frontage on a local street as well as on an arterial or collector street shall only access the local street.
2. In some instances, residential parcels fronting only on an arterial or collector street may be given access if alternate public access is not available and is approved by the City Engineer. When such access is allowed, the driveway shall be circular or it shall have a turn-around area to ensure that there is no need for backing onto the street.
(5) Locations delineated.
(a) Commercial and industrial. Commercial and industrial driveway locations shall be delineated on the improvement plans and installed as part of the original curb and sidewalk construction per Apache Junction Standard Detail AJ-24.1.
(b) Residential. Residential driveway locations not delineated on the construction plans shall be identified before the curb, gutter and sidewalk is constructed and approved by the city's Inspector. The driveways shall be constructed per Apache Junction Standard Detail AJ-23.1.
(I) Deceleration lanes. Deceleration lanes may be required on streets in conjunction with driveways and may require additional right-of-way. The location and lane length shall be determined on a case-by-case basis and shall be approved by the Development Services Engineer.
(J) Bikeways, lanes and paths.
(1) Bikeways and bike paths separate from the paved roadway require a minimum of 5 feet for 1-way travel and a minimum of 10 feet for 2-way travel.
(2) Each bike lane within the paved roadway requires a minimum of 4 feet of additional pavement. See Apache Junction Standard Details AJ-20.2, AJ-20.3, AJ-20.7 and AJ-20.8.
(3) Bikeways, bike lanes and bike paths will be designed in accordance with the Arizona Department of Transportation publication, Arizona Bicycle Facilities Planning and Design Guidelines and city policy.
(K) Traffic signals.
(1) Signal poles, bases and conduit with pull boxes shall be provided at all arterial and secondary street intersections.
(2) An approved traffic preemption device shall be installed on all new traffic signals.
(3) All traffic control plans shall be approved by the City Engineer.
(1) Position. Streetlights shall be positioned a minimum of 1 foot back of the sidewalk or a minimum of 2.5 feet from the back of curb to the face of pole. Streetlight poles may be placed in the median where the median width is sufficient to maintain a minimum distance of 3 feet or more from the back of curb to the face of pole.
(2) Locations. Streetlights shall conform to the following table:
Spacing Min/Max (Feet)
Minor and Major Arterial
Principal Arterial and Parkway
** Double mast arm lights in median
(3) New commercial, industrial and residential streetlight.
(a) Streetlights are required on all streets adjacent to the development. Streetlights shall be located at all intersections.
(b) The developer's engineer will locate perimeter lights for the project. All phasing shall be shown on the plans. The city shall review the locations for approval.
(c) Proposed streetlight installations shall note the following items:
1. Luminaire size;
2. Luminaire mounting height;
3. SRP (Salt River Project) Standard Detail number for the streetlight poles;
4. Dimensional ties from street centerline to the proposed streetlight; and
5. Dimensional ties from property corners to the proposed streetlight.
(d) Provide a legend on the plans identifying the following items:
1. Luminaire size;
a. Local streets - 9,500 Lumen;
b. Mid-section line and collectors - 16,000 Lumen;
c. Section line (arterial) - 30,000 Lumen; and
d. Principal arterial and parkway - 50,000 Lumen.
2. Luminaire mounting height; and
3. SRP Standard Detail number.
(e) SRP will inform the developer of contribution costs which developer shall pay. Upon receipt of notice from Salt River Project that the developer has paid the cost of the streetlights and construction to SRP, the city will authorize construction and accept future energy and maintenance costs.
(f) The SRP and the developer shall notify the city when they are ready to install the streetlights as development construction proceeds. The city will inspect the streetlights and accept the installations along with other required off-site improvement.
(g) The city will accept the future energy billing.
(4) Commercial project and subdivisions with private streets or no interior public streets.
(a) From development site plan, engineer locates streetlights along adjacent public streets.
(b) The developer provides the drawings showing the approved lights to the city and Salt River Project (SRP).
(c) Upon receipt from Salt River Project, if underground conduit is required, it will be provided at the developer's expense.
(d) The developer will provide payment for the streetlight costs to SRP, or they will hire a private contractor to install the lights, with the approval of installation from SRP.
(e) The city will transmit a letter to SRP authorizing work to begin and stating the city will accept future energy and maintenance costs.
(f) The city will inspect the streetlights and accept the installations along with other required off-site improvements at the time of certificate of occupancy.
(5) Subdivision with public streets. See Subdivision Regulations, Vol. II, §§ 2-5-2, 2-5-5 and 2-5-6.
(a) The intent of this requirement is to create an improvement district with boundaries similar to a development containing interior and perimeter public streets.
(b) The process will be initiated by a receipt of a unanimous petition for street lighting from the owner of the land to be developed. Process continues as indicated below.
(6) Request to create a streetlight improvement district in developed areas.
(a) To obtain streetlights in a developed neighborhood, a Street Lighting Improvement District should be formed. The following list provides options available to initiate action.
1. Representative(s) of the property owners make the request;
2. A majority petition signed by property owners, is submitted and verified (Exhibit); and/or
3. A unanimous petition signed by all the property owners is submitted and verified.
(b) Major steps required in the procedure are listed below. Each action listed is handled by the city after receipt of a properly executed request or petition.
1. Prepare streetlight district boundaries;
2. Determine the location of lights to be installed;
3. Obtain cost estimates from SRP;
4. Council acts on resolution of intention;
5. Public notice is given (i.e., advertised and posted);
6. A 30-day protest period is provided;
7. Protest hearing and ruling by Council (if applicable);
8. Council considers resolution ordering work;
9. Letter to Salt River Project authorizing construction and providing funds;
10. Utility schedules work and coordinates installation of underground conduit;
11. City accepts improvements;
12. City informs County Assessor of district charges; and
13. County collects charges each year with annual tax assessments.
(Ord. 1282, § 3.6, passed 11-7-2006)
(A) All construction shall conform to the latest MAG Standard Details and MAG Standard Specifications together with the Apache Junction Supplement to MAG and to the Apache Junction Standard Details.
(B) A right-of-way encroachment permit is required for all work within the city right-of-way.
(C) A 100% performance bond or equivalent, acceptable to the city, is required for all work within the city right-of-way.
(D) All contractors working within the city right-of-way shall have a current Apache Junction business license, proof of current insurance, and be subject to applicable tax laws.
(E) All work within the city right-of-way shall be inspected and approved by the city.
(F) All newly constructed public ways shall be kept barricaded and access denied to the public until such public way is accepted by the city and all traffic control devices are installed to the approval of the city.
(G) A dust control permit is required from Pinal County.
(Ord. 1282, § 3.7, passed 11-7-2006)
(A) Preliminary design report for development. A preliminary design report shall be submitted prior to or at the time of preliminary plat submittal. At a minimum, the preliminary report must address the following subjects:
(1) Vehicle trip generation;
(2) Roadway classification;
(3) Design speeds;
(4) Auxiliary and additional lane requirements;
(5) Parking requirements;
(6) Pedestrian, bicycle and equestrian requirements; and
(7) Special features and their influence.
(B) Traffic impact. Developers are responsible for submitting a "Traffic Impact Analysis for Proposed Development," as outlined in ADOT Publication 35-209, and a traffic circulation study.
(C) Design study report.
(1) Developers are responsible for submitting a design study report to validate the design shown on the construction plans. The report shall briefly describe the basis of the design and the assumptions made; explain special solutions to problems encountered; and the like.
(2) The following sections shall be contained in the report.
(a) Soils report. A soils report shall be submitted with new street construction plans indicating "R" value, sieve analysis, plastic index of the sub-grade, and street structural cross-section design.
(b) Drainage report. A drainage report shall be submitted with new street construction plans and/or the grading plans. This report shall be prepared per Vol. II, Article 10-4 of this Chapter.
(c) Pavement evaluation report.
1. A pavement evaluation report shall be submitted with new street construction plans when it is proposed to match existing pavement. The design engineer is responsible for investigating and evaluating the existing pavement structure.
2. If the existing pavement does meet requirements, it may be matched by trimming a minimum of 2 feet for a longitudinal match, or a perpendicular match. Exact point of matching and method of trimming (saw cut or wheel cut) shall be determined in the field by the city.
(d) Other details. Supplemental sketches, details, calculations and design rationale.
(Ord. 1282, § 3.8, passed 11-7-2006)
10-4-2 Stormwater standards
10-4-3 Stormwater Master Plan
10-4-4 Stormwater Plan and drainage reports
10-4-6 Street drainage; flow
10-4-7 Storm drains
10-4-8 Open channels
10-4-9 Culverts and bridges
10-4-10 Detention or retention facilities
10-4-11 Drainage easements and covenants
10-4-12 Construction and inspection
10-4-13 Floodplain management
10-4-14 Other permits and requirements
Exhibit 10-4.1, Drainage and Retention Agreement (Sample)
Exhibit 10-4.2, Drainage and Retention Certification Letter (Sample)
This Article has been prepared as a guide for preparation of plans for stormwater drainage systems to be installed within the City of Apache Junction. This Article along with the city's Standard Details, the Maricopa Association of Governments (MAG) Standard Specifications and Details, and the publications Drainage Design Manual for Maricopa County, Arizona, Volume I, Hydrology and Volume II, Hydraulics by the Flood Control District of Maricopa County (FCDMC) should provide all of the information needed for plan preparation. The Drainage Design Manual for Maricopa County, Arizona, Volume I, Hydrology and Volume II, Hydraulics have been adopted by the city as a basis for design guidance and criteria, except as amended herein.
(Ord. 1282, § 4.1, passed 11-7-2006)
The city requires that stormwater runoff for new commercial, industrial, multi-family and residential developments be managed as follows:
(A) Retention. The required retention to be contained is the stormwater runoff per divisions (A)(1) and (2) below. Half pavements of the adjoining streets may be considered part of the development.
(1) For the areas north of Baseline Avenue, the following retention requirement shall apply:
One hundred ten percent of the stormwater which falls within the development from a 10-year storm of 24-hour duration (approximately 2.4 inches) of which the difference between the natural runoff and the developed runoff must be retained within the boundaries of that development (including street areas if within a subdivision) (see Vol. II, § 10-4-10(B)(1) and (2)).
(2) For the areas south of Baseline Avenue, the following retention requirement shall apply:
Stormwater which falls within the development from a 100-year storm of 2-hour duration (approximately 3.0 inches) must be retained within the boundaries of that development (including street areas if within a subdivision) (see Vol. II, § 10-4-10(B)(1) and (2)).
(3) Surface retention is allowed in all newly developed areas.
(4) Underground retention is only allowed in commercial and industrial areas.
(1) Ten-year stormwater runoff. Streets must be constructed to carry the stormwater runoff from a 10-year storm event as follows:
(a) For local streets, there shall be no curb overtopping with no requirements for dry lane conditions.
(b) For collector, arterial and parkway streets, there shall be at least 1 dry 12-foot driving lane in each direction.
(2) One hundred-year stormwater runoff.
(a) Calculated peak flow shall be considered to be contained within the right-of-way with:
1. Six-inch maximum depth over the curb;
2. One hundred cfs maximum flow; and
3. Ten fps maximum velocity.
(b) See Vol. II, § 10-4-6 for the street drainage design guide.
(3) Runoff in excess of street capacity. When the stormwater runoff in the streets exceeds the 10-year or 100-year conditions stated in divisions (B)(1) and (2) above, the excess flows shall be contained in an approved storm drain and/or channel system. No open channels are allowed in the city's right-of-way.
(4) Inverted crown streets. No new inverted crown streets are allowed within the city limits.
(5) Street cross drainage. Cross drainage shall be underground with culverts and bridges. Low water crossings shall not be used without the City Engineer's approval.
(C) Off-site flows.
(1) Off-site flows are flows that originate upstream of the proposed land development site and have historically traversed either through the site or have been channelized in some form adjacent to the project.
(a) Land development projects are required to convey the 100-year, time of concentration (Tc) peak flows around or through the project site. These off-site flows shall be interpolated from Apache Junction's Stormwater Master Plan report.
(b) Off-site flows shall not be mixed with any stormwater flows originating from within the project's contributing drainage area unless specifically approved by the City Engineer.
(c) Off-site flows shall be carried through the development and discharged at a location and in a manner consistent with historical flow patterns without adverse impact to adjacent, upstream or downstream properties.
(d) Storm drains or box culverts shall be required when off-site flows are discharged from a development site into public right-of-way. See Vol. II, § 10-4-7 for additional information.
(2) Note that "off-site flows" does not include the stormwater runoff from adjacent public right-of-way that the project must retain in accordance with division (A) above.
(D) Special Flood Hazard Area (FEMA designated area). Any development or construction within a special flood hazard area shall conform to the requirements of the latest city floodplain management ordinance. See Vol. II, § 10-4-13 and Vol. II, Chapter 5.
(E) Conditions for developing property in flood areas.
(1) (a) Existing washes are not to be filled or altered without a city-approved engineering study. Existing washes can be relocated on-site based on a city-approved engineering study showing adequate capacity and slope for the relocated washes. The washes must enter and leave the subject property in the historic locations. This shall apply to the following lands within the corporate limits of the City of Apache Junction:
1. All special flood hazard areas as defined by FEMA;
2. FEMA zone X-500, also known as Shaded Zone X, as it pertains to alluvial fan or sheet flooding;
3. Local floodplains associated with washes and/or sheet flow having a 100-year peak discharge of 50 cfs or more;
4. Areas within the erosion hazard setback of a watercourse;
5. All floodplains/flood-prone areas and erosion hazard setbacks identified on previously and subsequently recorded subdivision plats; and
6. All floodplains/flood-prone areas and erosion hazard setbacks identified on previously and subsequently drainage studies commissioned by the City Engineer.
(b) For the purpose of this section, the following definition shall apply unless the context clearly indicates or requires a different meaning.
FLOODPLAIN or FLOOD-PRONE AREA. Any land area susceptible to being inundated by water from any source. For regulatory purposes this involves either a FEMA Special Flood Hazard Area, areas platted on accepted city plans as being flood-prone or areas near washes which in the opinion of the Floodplain Administrator may be impacted by water during a base flood.
(2) It is unlawful to divert, obstruct or retard a watercourse. Affected agencies or persons may seek legal action.
(3) Construction in designated flood zones.
(a) Construction in an "AH" designated flood zone, as shown on the FIRM, requires an existing site topography be prepared by a State of Arizona registered land surveyor and a city- approved engineered grading plan. The lowest floor, garage and equipment is to be designed to be at least 1 foot (State of Arizona regulatory flood elevation (RFE) above the base flood elevation (BFE)). Certification by a State of Arizona registered civil engineer stating that the development will not raise the base flood elevation more than 1 foot is required.
(b) A subdivision of 5 or more acres or 50 or more lots located all or partially in an "A" designated flood zone shall have the base flood elevations determined for the "A" Zone. The base flood elevations may extend outside the "A" Zone and the limits of the base flood elevations shall be shown on the grading and drainage plan of the subdivision. The lowest floor, garage and equipment is to be designed to the RFE.
(c) When constructing in an "A" designated flood zone, without designated floodway and base flood elevations determined, the lowest floor of a structure shall be a minimum of 2 feet above the highest adjacent grade (HAG) at the pad location of the structure.
(d) Construction in an "AE" designated flood zone where the floodway and base flood elevation is determined, the lowest floor of a structure to be constructed outside the floodway shall be a minimum of 1 foot (RFE) above the base flood elevation shown on the FIRM.
(e) Construction in Flood Zones "A" and "AE" will allow fill dirt to be imported to the site with a city-approved engineered grading plan. A city excavation and grading permit shall be required.
(f) After construction of the building and after all machinery and/or equipment such as water heaters, air conditioners and other associated equipment have been installed and the grading around the building is completed, a State of Arizona registered land surveyor or a registered engineer shall file a finished construction FEMA elevation certificate for city files.
(4) Any grading resulting in alteration of floodwater capacity or re-alignment of a flood area in an "A" Zone area may require an Army Corps of Engineer's "404 Permit" and/or FEMA approval.
(5) Manufactured homes shall be elevated so that the bottom of the structural frame or the lowest point of any attached appliances (e.g., ground- mounted AC unit), whichever is lower, is at or above the regulatory flood elevation and be securely anchored to an adequately anchored foundation system to resist flotation, collapse or lateral movement.
(6) Nonresidential buildings constructed in any "A" Flood Zone are to be elevated or floodproofed to 1 foot above the base flood elevation or higher. A certification by a State of Arizona registered civil engineer is required stating that the development grading and building will not raise the base flood elevation more than 1 foot. An as-built FEMA elevation certificate prepared by a State of Arizona registered land surveyor or registered engineer is also required.
(7) Constructing buildings on posts or pilings does not remove the building from the Special Flood Hazard Area for flood insurance purposes. The posts or pilings are to be designed to resist lateral movement due to forces of the floodwaters.
(8) Construction is prohibited in floodways unless it has been determined by a State of Arizona registered civil engineer that construction will not increase flood levels during the occurrence of the base flood discharge by any amount. Construction in the FEMA floodways as indicated on the area FIRM map requires that there be no rise in the 100-year flood elevation and certification letter by a State of Arizona registered civil engineer to this. The work may require an Army Corps of Engineers "404 Permit" and/or approval of FEMA.
(9) Waste disposal systems cannot be installed wholly or partially in a floodway.
(10) Removing a property from a FEMA flood zone requires a State of Arizona registered civil engineer to process a request in accordance with FEMA procedures.
(11) Refer to the city's floodplain management ordinance set forth in Vol. II, Chapter 5 for further information.
(F) Stormwater collection and retention plan. A conceptual stormwater collection and retention plan and a preliminary drainage report shall be submitted to the city with a preliminary plat or site development plan, and shall be approved prior to the approval of the plat or plan. Drawings, plats, plans and the like shall comply with the city standards, set forth in Vol. II, § 10-4-4(A).
(G) Drainage report. A drainage report shall be submitted to the city wherever development and/or grading is proposed within the city limits. DEVELOPMENT shall mean any man-made change to improved or unimproved real estate, including but not limited to buildings or other structures, mining, dredging, filling, grading, paving, excavation or drilling. See Vol. II, § 10-4-4(B).
(Ord. 1282, § 4.2, passed 11-7-2006)
The city's "City of Apache Junction Stormwater Master Plan," dated January 2002, shall be used as the basis for any off-site drainage flows. This Master Plan can be viewed at the City Engineer's office.
(Ord. 1282, § 4.3, passed 11-7-2006)
(A) Stormwater Collection and Retention Plan. The Stormwater Collection and Retention Plan shall include but not be limited to the following:
(1) The watershed boundaries, both on-site and off-site, shall be delineated on the drainage map. Indicate any existing drainage or irrigation structures such as waste or delivery ditches, natural drainage channels and the like, and the proposed development's impact on existing features;
(2) A topographic map which shows the location of the project area; a 1- or 2-foot contour interval shall be used as the base map for both existing and proposed. The map shall also show the location of the property with respect to the street system and other features such as existing and proposed stormwater retention basins and the like;
(3) Method of collection (surface and/or subsurface);
(4) Depth, side slopes and volume of retention basins;
(5) Calculations showing retention required and provided;
(6) Method of disposal of water within 36 hours;
(7) Areas tributary to each retention basin;
(8) Discuss the development's low outfall elevation and location relative to city datum. Indicate location on all watershed and topographic maps;
(9) Indicate the drainage pattern of all streets within and adjacent to the proposed development on the drainage map;
(10) Present a preliminary retention basin plan including size, depth and possible methods of draining the retention basin;
(11) Indicate areas within any 100-year floodplain including any FEMA designated floodplain; and
(12) All stormwater plans and preliminary drainage reports shall be prepared and signed by a professional civil engineer who is registered by the State of Arizona.
(B) Drainage reports. Drainage reports shall be submitted for approval by the city with the site improvement plans. The report shall be typewritten on letter-size sheets with necessary maps folded and inserted into the report in the proper order. All drainage reports shall be prepared and sealed by a qualified professional civil engineer registered in the State of Arizona. All elevations shown on the plans shall be referenced to a benchmark on the city datum unless otherwise approved by the City Engineer.
(1) Preliminary drainage report. A preliminary drainage report shall be required for all commercial, industrial, multi-family and residential subdivision developments. The report must be presented with preliminary development plans. Complete engineering reviews shall not occur without this report, which shall be on separate, letter-size, typewritten sheets with necessary maps and attachments. Handwritten comments on a plan sheet are not acceptable and shall be returned unapproved. The preliminary drainage report shall include but not be limited to:
(a) Adequate maps that delineate the boundaries of on-site and off-site drainage areas;
(b) Maps or drawings that indicate the drainage pattern of all existing drainage, irrigation, structures, streets and the like, and proposed streets and building sites. Label by number the different critical points and where inlets/outlets are to be located. The inlets/outlets are to have the same numbers as the drainage areas draining to them;
(c) Each sub-area is to be analyzed for the peak flow generated by a 10-year and 100-year storm. Use of the rational method is preferred for drainage areas less than 160 acres. Hydrology and hydraulics design methods shall be consistent with the Maricopa County Drainage Design Manual, Volumes I, II and III;
(d) Storm drain design computations;
(e) Inlets shall be analyzed separately and catch basin computations shall be submitted;
(f) The off-site storm runoff flows shall be described in detail. Drainage area, calculated peak flows, and other pertinent runoff data must be clearly set forth. If the flow is in a defined channel, the channel can be improved. An 8-foot bottom to accommodate maintenance vehicles may be required. Special consideration of the use of open channels is to be given on each individual project by the city. Channels for the runoff from areas outside the development may be realigned through the new development. Special precautions at the point of discharge for flow rate, velocity, erosion and sedimentation shall be evaluated to prevent adverse effects on downstream properties;
(g) The retention volumes required by the formula:
Drainage area (square feet) x drainage area coefficient (C) x 0.2 x 1.1 (freeboard) = retention volume in cubic feet; and
(h) Proposed retention basin location(s), size(s) and means of stormwater conveyance and disposal shall be shown on the drainage map(s). Narrative discussion and supporting calculations shall be provided in the body of the report.
(2) Final drainage report. A final drainage report shall be required and accompanied with the drainage and retention agreement ( Exhibit 10-4.1, following the text of this Article) to be recorded. The final drainage report shall include but not be limited to:
(a) Cover sheet.
1. With submittal number, name and address of project, parcel or development for which the report is submitted;
2. Name, address and phone number of engineer and property owner; and
3. Seal, signature and date of State of Arizona professional civil engineer.
(b) A narrative with topographic maps that describe the location and condition of the property the project is located on (on-site conditions); and the upstream (off-site) watersheds as well as any downstream constraints which affect the property;
(c) Provide calculations demonstrating required retention volume, tributary areas to each basin and volume provided. Indicate basin grades, depth, high water elevation, pipe invert elevations, basin outfall elevation and side slopes;
(d) Provide retention basin percolation test results;
(e) Provide elevation and indicate location of low outfall elevation for the development, sub-area or site improvement;
(f) Describe the effect of a basin overflow due to back-to-back storms or a storm greater than the design storm;
(g) Provide street capacity calculations for the 10-year and 100-year storm;
(h) Provide time of concentration calculations;
(i) Provide storm drain piping and catch basin hydraulic calculations, including the hydraulic grade line (HGL);
(j) Indicate the routing of off-site flows through or around the proposed development;
(k) Indicate the city datum benchmark to which all site and facility elevations are referenced;
(l) Indicate tailwater and backwater elevations at all culverts;
(m) Indicate finished floor elevations of all structures;
(n) Indicate method of disposing of retained stormwater within 36 hours, and provide shallow pit percolation test results and calculations;
(o) Indicate inflow and outflow points at retention/detention basins and culverts;
(p) Indicate points of concentration and intake point for catch basins, scuppers, channels and street intersections;
(q) Calculations of the retention basin(s) drain time, the number of drywells per city criteria and percolation test results;
(r) Drainage report based upon computerized hydraulic models shall have all values and variables identified in the report. Software manuals and documentation shall be made available upon request by the city;
(s) Long-term maintenance responsibility: Specify the name, address, and phone number(s) of the person(s), firm(s) or agency responsible for ownership, operation, liability and maintenance of drainage improvements. List other documents where these responsibilities are documented (i.e., CCRs, final plats and the like);
(t) Catch basin V-depth calculations; and
(u) All hydrology and hydraulic calculations as required by the city that includes a summary of the following of each drainage area:
1. Retention required and provided;
2. Street capacity and depths; and
3. Catch basin and storm drain pipe capacity, HGL and velocities.
(Ord. 1282, § 4.4, passed 11-7-2006)
(A) General comments. This section describes the city's policies concerning hydrologic analysis procedures to be used in the city for the planning and design of drainage and flood control facilities and the preparation of accompanying drainage reports. This section contains recommended procedures, equations, data and basic assumptions which the planner or designer is generally required to use. If a situation is encountered in which the use of other methods or data in addition to or instead of these are believed to be more appropriate, then the City Engineer should be consulted and advance approval must be received before using them. When methods or data not described in this Chapter are used, the drainage report must include enough information to enable the city staff to fully evaluate the applicability of the methods and data.
(B) Basis of design.
(1) The Drainage Design Manual for Maricopa County, Volume I, Hydrology, Section 3, Rational Method, shall be used to determine peak discharges and volumes for design purposes for small, uniform, regularly shaped watersheds less than 160 acres.
(2) The Corps of Engineers' HEC-1 or HEC-HMS computer modeling is required for small watersheds that are non-uniform, irregular in shape, when routing of flows are necessary, or for areas larger than 160 acres.
(C) Study requirements. A hydrology study shall be performed for each development within the city. The study shall define the overall and sub-drainage areas. It shall also determine appropriate hydrologic data for the following:
(1) Off-project areas. The drainage flows for each off-project drainage area tributary to the project shall be computed and submitted in summary form. These off-site flows will be based on the City of Apache Junction Stormwater Master Plan dated January 2002 (adopted in Vol. II, § 10-4-3) or from consultant's computations where the Master Plan does not cover.
(2) Project sub-basins. The project shall be divided into sub-basins tributary to appropriate design points. The pertinent hydrologic data shall be computed for each and submitted in summary form.
(3) Appropriate design points. APPROPRIATE DESIGN POINTS are those points wherein the peak flow rates, or other pertinent data, are needed to determine flow capacity requirements, inflow-outflow relationships and the like. These points would include but not necessarily be limited to the following: inflow-outflow points of retention/detention basins, up and/or downstream ends of culverts; intake points for storm drains (e.g., inlets, catch basins, scuppers and the like); points immediately upstream and downstream of channel junctions and/or street intersections; others as may be necessary to give a complete hydrologic picture and allow a thorough hydraulic evaluation and/or design of the drainage system.
(Ord. 1282, § 4.5, passed 11-7-2006)
(A) For street flow, the street drainage criteria of Section 3 of the Drainage Design Manual for Maricopa County, Volume II, Hydraulics shall apply except as amended herein. The Rational Method shall be used to calculate street runoff as stated in Vol. II, § 10-4-5(B) of these Guidelines.
(B) Calculations shall be submitted which indicate compliance with the criteria as stated in Vol. II, § 10-4-2(B) of these Guidelines.
(C) A 7-inch curb may be allowed to increase the street capacity and eliminate the need for storm drains and may only be used for short sections of streets near drain inlets. It requires the approval of the City Engineer.
(Ord. 1282, § 4.6, passed 11-7-2006)
Where the peak flows exceed the capacity of the public street to convey the peak flows, storm drains shall be installed and sized to carry the excess flows (e.g., when the 10-year peak exceeds the spread criteria or exceeds the curb capacity of the public street or when the right-of-way cannot convey the 100-year peak storm within the constraints of Vol. II, § 10-4-2 of these Guidelines). All storm drains within a development will outlet into on-site retention/detention basins, on-site channels or off-site channels, washes or storm drains.
(A) Storm drain hydraulics.
(1) Hydraulic calculations shall be prepared as indicated in the FCDMC Hydraulic Manual, Section 4, with the following modifications:
(a) Storm drain piping shall be sized to carry the excess runoff to meet the street flow criteria described in Vol. II, § 10-4-2 of these Guidelines.
(b) Where a storm drain is the sole flow path to a retention basin from a development or site, the storm drain shall be sized to carry the 100-year storm peak flow rate.
(c) The hydraulic grade line (HGL) may be above the pipe, provided that it remains at least 1 foot below the ground elevation at all manholes, catch basins, inlets and the like.
(2) Calculations for establishing the hydraulic grade line (HGL) for storm drainage catch basins, pipes, and structures are to be submitted with the engineering improvement plans. The HGL shall be shown on storm drain piping profile drawings, including catch basin runs.
(B) Storm drain main.
(a) The alignment of a storm drain is normally within the pavement area of a public street other than principal arterials and parkways unless otherwise approved by the Development Services Engineer.
(b) The storm drain should not normally cross the centerline of the public street, nor cross under curb lines, sidewalks, driveways and the like.
(c) Public storm drains located outside of public right-of-way shall be centered within a 20-foot drainage easement.
(2) Pipe size.
(a) The minimum pipe size of the lateral collector shall be 15-inch ID, and the minimum pipe size of the main is 18-inch ID.
(b) At changes in pipe size, the crowns of the pipes shall match.
(3) Depth. Storm drains located within public rights-of-way shall comply with the following:
(a) Consideration shall be given regarding the depth of any manhole to be installed on a public storm drain in establishing the depth of the storm drain pipe. Shallow manholes shall be avoided and require approval by the city.
(b) The crown of storm drain pipes whether public or private shall not encroach or protrude into the pavement section of the public street (ABC base and surface courses of asphalt).
(c) The crown of storm drain culverts shall not normally encroach or protrude into the pavement section of public streets. With city approval, the asphalt courses may be placed directly onto the concrete slabs of box culverts.
(4) Direction changes. When the pipe changes direction more than 30 degrees, there shall be a drop between match points of at least 0.1 feet. In no case shall the deflection angle be greater than 90 degrees. Manholes shall be required at all storm drain pipe direction changes.
(5) Separation of storm drain pipe from water and sewer lines.
(a) Horizontal separation of storm drains and water or sewer lines shall be a minimum of 6 feet.
(b) Vertical separation of storm drains and sewers should be 2 feet (sewer below) unless the sewer line is manufactured from ductile iron with mechanical joints or equal.
(c) Vertical separation of storm drain and water line (water line below) shall be 2 feet clear.
(d) Separation is measured from the outside of the 2 pipes.
(6) Velocity. The velocity of stormwater flowing within public storm drains shall be in the range of 2 feet per second (2 fps) to 10 feet per second (10 fps).
(7) Pipe classification.
(a) The minimum D-load class specification shall be Class 3 or the actual installation requirement, whichever is greater.
(b) Trench loading calculations shall be provided upon request during the plan review process.
(c) The civil engineering improvement plans shall clearly identify the class of the pipe for all storm drains, whether public or private within city right-of-way.
(8) Pipe materials. The following materials are acceptable for constructing conveyance components of publicly maintained storm drains within the city.
(a) RGRCP. Rubber gasket reinforced concrete pipe (RGRCP) conforming to Section 618 of the Uniform Standard Specifications as published by MAG.
(b) RCP. Reinforced concrete pipe (RCP) is approved for storm drains 36 inches or larger. RCP shall conform to Section 618 of the MAG Uniform Standard Specifications.
(c) CIPP. Cast-in-place pipe (CIPP) conforming to Section 620 of the MAG Uniform Standard Specifications is subject to the following.
1. CIPP generally should not be placed under a road bed. The City Engineer must grant specific approval for the installation of CIPP Letters of request shall include a justification statement and shall be submitted to the Development Services Department for processing.
2. Minimum size shall be 36 inches.
3. A soils report shall be provided that confirms that soil conditions are adequate for the installation of CIPP.
4. The hydraulic gradient for the design events shall be kept within the pipe.
5. Details of the CIPP shall be prepared for and approved by the City Engineer.
(d) Other pipe. Where a lateral conveyance is not subject to pavement loading from public streets (e.g., laterals directly from inlets into a retention basin), the following pipe materials may be used with prior approval from the City Engineer.
1. Polyvinyl chloride (PVC) SDR 35 or greater conforming to Section 745 of the MAG Uniform Standard Specifications.
2. High density polyethylene (HDPE) conforming to Section 738 of the MAG Uniform Standard Specifications.
(e) Restricted material usage. The following materials are not approved for use in constructing storm drains located within City of Apache Junction right-of-way, but are approved for culvert crossings with the approval of the City Engineer.
1. Corrugated metal pipe (CMP); and
2. Corrugated metal pipe arch (CMPA).
(f) Alternative materials. Other materials for public stormwater conveyance may be considered on a case-by-case basis subject to the following:
1. A written request to the City Engineer detailing the justification for the use of alternative materials; and
2. The request shall be made through the Development Services Department.
(9) Pipe compaction methods. Mechanical compaction methods are required. No jetting or flooding shall be allowed within the city right-of-way without mechanical compaction.
(C) Storm drain inlets. Inlets are those drainage structures that are placed and sized to intercept stormwater flows and direct those flows into a conveyance.
(1) Inlets that have been approved for use within public right-of-way or publicly maintained areas are:
(a) Inlets constructed in accordance with MAG Standard Details 533 (Type "D"), 534 (Type "E"), 535 (Type "F"), all modified with an 18-inch sump area below the invert of the pipe as shown in Apache Junction Standard Detail AJ-533-1M.
(b) Scuppers constructed in accordance with MAG Standard Detail 206-1. No metal tops are allowed.
(c) Projects that are being developed adjacent to existing public streets in which a scupper type inlet exists to direct street runoff onto the project site are required to remove and replace the existing scupper with an approved inlet unless otherwise approved by the city.
(d) Inlets that provide an "access" opening into the box are prohibited. All access openings shall be through the grate.
(e) Slotted drains are not allowed within the city right-of-way unless prior approval is given by the City Engineer.
(f) Other inlet types with the appropriate justification may be approved on a project-by-project basis.
(g) MAG Standard Detail 535 (Type "F") cannot be constructed fully or partially in sidewalk areas.
(2) Inlet capacities on public streets shall be calculated in accordance with:
(a) The Drainage Design Manual for Maricopa County, Volume II, Hydraulics; or
(b) The Federal Highway Administration's (FHWA) Hydraulic Engineering Circular Number Twelve (HEC 12), "Drainage of Highway Pavements."
(c) The engineer shall make allowances for clogging of the inlet structure.
(3) Inlets within public right-of-way shall not be placed or connected in series unless approved by the City Engineer.
(4) The minimum horizontal distance between inlets within public right-of-way is 30 feet.
(D) Storm drain laterals. The portion of the conveyance that connects the inlet structure to the storm drain mains or to an outlet structure is considered a lateral pipe. Laterals within the public right-of-way shall conform to the following:
(1) Minimum diameter is 15 inches when the lateral is subject to traffic loading forces or may be 12 inches when not subject to traffic loading forces and approved by the City Engineer (e.g., equalization pipes and the like).
(2) The crown of the lateral pipe shall not encroach or protrude into the public street pavement section (ABC, base or surface asphalt courses).
(3) See division (B)(8) above regarding acceptable materials for lateral pipes that are located within public right-of-way.
(4) The connection of the lateral pipe to the main pipe(s) of the storm drain shall be per MAG Standard Detail 524 or via a prefabricated tee component.
(5) The minimum D-load classification for lateral pipes shall be Class 3 or the actual installation requirements, whichever is greater.
(E) Manholes and structures. Manholes or junction structures shall be provided on public storm drains to facilitate maintenance in accordance with the following:
(1) Locations. Manholes and/or junction boxes are required at all of the following:
(a) Junctions of 2 or more pipes;
(b) Changes in grade;
(c) Changes in alignment; and
(d) Changes in pipe sizes (pipe crowns to match).
(2) Spacing. The maximum spacing for manholes shall be:
(a) Four hundred feet on lines 18 inches to 36 inches inside diameter; and
(b) Six hundred sixty feet on lines greater than 36 inches inside diameter.
(3) Manhole construction standards on public storm drains shall comply with the following table:
MAG Standard Detail
Frame and Cover
424 (30 in.)
424 (30 in.)
(F) Storm drain outlets. Structures that are located at the downstream terminus of storm drain laterals or mains are classified as outlets. Storm drain outlets that are located within public right-of-way or areas that are subject to maintenance by the city shall comply with the following:
(1) Concrete headwalls shall be installed on 12-inch and larger pipes per MAG Standard Detail 501-4 or an equivalent.
(2) Access barriers shall be installed on the outlets of 12-inch or larger pipes per Apache Junction Standard Detail AJ-50.1.
(3) Erosion protection shall be provided as necessary.
(4) Safety railing shall be installed on headwalls that, from the top of the headwall to the floor, are 18 inches and greater in height and are 24 inches horizontally, or less, to a public sidewalk per MAG Standard Detail 145.
(Ord. 1282, § 4.7, passed 11-7-2006)
(A) Natural channels. Whenever possible and appropriate, it is the city's preference that existing natural drainage channels be left in a natural state. When this is the case, a drainage easement or right-of-way shall be dedicated over the 100-year floodplain of the natural drainage way.
(B) Man-made channels. When man-made channels are required, the emphasis would be placed on a "natural" appearance. Side slopes 6:1 or flatter is preferred with "natural" vegetation planted per the city's Parks and Recreation Department requirements and approval.
(1) Design criteria.
(a) Open channels. Open channels are not allowed in the city right-of-way. Open channels shall be designed to convey at least the 100-year peak discharge within the main channel.
(b) Channel details. Channel lining, freeboard, toe protection, under drains, design velocity, drop structures and the like shall be as shown in the FCDMC Drainage Design Manual, Volume II, Hydraulics.
(c) Hydraulic capacity. The capacity of the drainage channel shall not be impeded or diminished by the lining or landscaping materials. The conveyance of the historical flows (Qs) shall be substantially maintained.
(d) Maximum velocities/erosion protection. In general, the maximum velocity shall not exceed the scouring velocity of the soil (with natural cover). When the scour velocity is exceeded, additional erosion protection shall be provided. The protection may consist of 1 or more of the following:
1. Concrete/gunite lining reinforced with 12 gauge, 4-inch by 4-inch welded wire fabric reinforcement;
2. Natural stone grouted rip-rap 4-inch to 12-inch diameter stones - leave a minimum 1/4 diameter exposed, maximum 1/2 diameter exposed;
3. Check dams at 3-foot elevation intervals; or
4. Dumped rip-rap of sufficient size and depth with calculations showing size and depth.
(e) Side slopes. Channels shall have side slopes that are approved by the city.
(f) Channel safety. Channels adjacent to pedestrian walkways (which is not limited to concrete sidewalks), whether located within public right-of-way or on private property shall have safety hand railings per MAG Standard Detail 145 or an equivalent design.
(2) Channel types. The following types of channels are acceptable for use, and can be applied individually or in combinations.
(a) Concrete lined. Where used, these types of channels shall have a 4-inch gunite or concrete lining reinforced with 12 gauge, 4-inch by 4-inch welded wire fabric reinforcement.
1. A natural coloring or additive may be allowed or required in some areas.
2. Landscaping adjacent to the channel on both sides is required.
(b) Desert landscaped. Where desired or applicable, landscaped channels can be constructed subject to the following:
1. Maintenance of the channel is considered (e.g., 8-foot bottom provided where necessary).
2. Side slopes can be landscaped with appropriate trees, shrubs and rock features which do not impede with the function of or the maintenance of the channel.
3. Appropriate roughness coefficients (N-values) shall be used in sizing the channel.
4. Appropriate materials as approved by the city shall be used as a channel liner. The engineer shall take into consideration the potential for erosion and maintenance.
(c) Soil cement lining. The use of soil cement requires special approval by the city, and where approved, this type of channel shall utilize native soils to achieve an integral character with the surrounding area.
(3) Dip sections.
(a) The design of public streets to create a dip section in which to channelize the stormwater flows of the design storm across public streets is prohibited except where specifically approved by the City Engineer and in the specially designated Rural Area (see Vol. II, Appendix 10-B).
(b) Existing dip sections on public streets that are subject to widening requirements associated with the development of adjacent properties are to be removed or modified.
1. Where the contributing stormwater flows to the existing dip section have been eliminated or reduced to discharges associated with Apache Junction's design storms and topography permits, the dip section shall be completely removed and the public street reconstructed.
2. Where topography or existing conditions do not permit the removal, the dip section shall be modified so that flows associated with Apache Junction's design storms and lesser events are conveyed via storm drain facilities and discharges associated with larger storm events would be allowed to flow across the modified dip section in the historic fashion.
(4) Valley gutters.
(a) Valley gutters shall be used to transport runoff across local streets when a storm drain system is not required. However, valley gutters are generally not acceptable for collector or arterial streets and may do so only with the approval of the City Engineer.
(b) In unusual cases, valley gutters may be required to cross collector streets in which case a wider 8-foot design width shall be used and must be approved by the City Engineer. Mid-block valley gutters should be avoided.
(a) Access. Open channels to be properly maintained should provide reasonable access for maintenance. Minimum width of access should be 8 feet. Spacing between vehicular access points should be a maximum of 1/2 mile. A minimum of 1 access point per subdivision is required. Non-vehicular access points shall be provided every 660 feet maximum. If the facility is to be city-maintained, the above minimum requirements are mandatory.
(b) Responsible party. Maintenance of drainage facilities within the city is usually the responsibility of the property owner or the subdivision's homeowners' association. Specific maintenance responsibilities should be called out on the recorded plat and the grading and drainage plan.
(Ord. 1282, § 4.8, passed 11-7-2006)
Cross street culverts and bridges shall be designed to the criteria in the following table:
Local and Minor Collector
Runoff to be conveyed by culvert or bridge under road with no flow overtopping the road.
Runoff to be conveyed by culvert or bridge and by flow over the road with a maximum 6-inch flow depth over the road.
Runoff to be conveyed by culvert or bridge and by flow over the road with a maximum 12-inch flow depth over the road.
Collector, Arterial and Parkway
Runoff to be conveyed by culvert or bridge under road with no flow overtopping the road.
Runoff to be conveyed by culvert and by flow over the road with maximum 6-inch flow depth over the road. Minimum freeboard for bridges is 2.0 ft.
(Ord. 1282, § 4.9, passed 11-7-2006)
(A) Retention methods. Allowable methods of providing stormwater retention are:
(1) Surface storage. Where surface storage (i.e., the traditional retention basin) of the required retention is planned or provided, the basin(s) shall comply with the following:
(a) Irregular areas. Retention is to be accommodated within a limited number of well-defined irregular shaped areas. Pursuant to the Apache Junction City Code, Vol. I, multiple small retention basins are not acceptable for either public or private developments unless approved by the Development Services Engineer and are in conformance with city standards.
1. To count separate retention areas as 1, they must have the same high water elevation and be connected by equalizer pipes.
2. On-lot retention is prohibited in all residential subdivisions.
3. Maximum depth of the required retention that shall be retained within a surface retention basin is 3.0 feet (see division (D)(1) below).
4. The high water elevation shall be lower than the adjacent grades of adjoining property unless an engineered berm is approved by the city.
(b) Within city right-of-way or PUE.
1. Retention facilities (surface basins, underground pipes, tanks and the like) are to be located within the private property or "on-lot" of the proposed land development. Right-of-way areas shall not be excavated, depressed or encroached upon without prior approval of the City of Engineer. When allowed, the retention facility shall conform to division (D)(1).
2. Retention area(s) including the high water elevation limits for the design storm can encroach into public utility easements (PUE) subject to:
a. Adequate protection and cover is maintained for any existing public utilities.
b. Buoyancy calculations for the public utilities, whether existing or proposed, are required when the pipe diameter is larger than 16 inches.
c. Where wastewater manholes exist or are planned within the high water limits, the manholes shall have a watertight frame and cover per MAG Standard Detail 423, and the rim shall be higher than the high water elevation of the design storm.
(2) Paved surface storage. In commercial and industrial areas retention may be accomplished upon paved areas (e.g., impervious surfaces such as asphalt, concrete and the like). See division (E) of this section.
(3) Underground storage. Underground storage utilizes storage tanks, vaults, pipes and the like to place the required stormwater retention volume underground on the development site. Underground storage is allowed for commercial retail and industrial type projects only.
(a) The design engineer shall consider the following during the design process for any project involving underground storage:
1. Venting of the structure;
2. Access to the underground structure for routine maintenance;
3. Structural loads including any surface loads;
4. Buoyancy of the structure; and
5. Drainage of the structure within the required 36 hours.
(b) The engineer shall include in the drainage report for the project the justifications, design criteria, operational and maintenance information for the underground structure and any associated equipment such as pumps.
(c) See division (L) below for underground storage guidelines.
(1) Basis of design.
(a) All retention/detention facilities shall be sized to retain the storm event falling over the entire project (gross area including streets) (see division (B)(2)(a) and (b) below). For the purpose of determining the volume required, the project shall be considered to extend to the centerline of all existing and/or future streets on the exterior boundaries and to include all interior streets and other rights-of-way within the project.
(b) There shall be a minimum of 1 foot freeboard from the water surface elevation to the lowest building elevation and/or the gutter of the upstream streets.
(2) Volume required. The volume required for each retention/detention basin shall be calculated as follows:
(a) North of Baseline Avenue:
VR = 1.1 x 0.2 (Cpost - Cpre) x A
VR = Retention volume required (cubic feet)
1.1 = An additional 10% of retained volume to account for losses due to sedimentation, weed growth and the like
0.2 = 10-year, 24-hour depth of rainfall (2.4 inches/12)
Cpost = a coefficient relating the runoff to rainfall for the proposed construction (per FCDMC Drainage Design Manual, Volume 1, Table 3.2).
Cpre = a coefficient relating the runoff to rainfall for the existing condition (per FCDMC Drainage Design Manual, Volume 1, Table 3.2).
A = drainage area, including 1/2 of all abutting streets (square feet)
(b) South of Baseline Avenue:
VR=0.25C x A
VR = Retention volume required (cubic feet)
0.25 = 100-year, 2-hour depth of rainfall (3.0 inches/12)
C = a coefficient relating the runoff to rainfall (per FCDMC Drainage Design Manual, Volume 1, Table 3.2).
A = drainage area, including 1/2 of all abutting streets (square feet)
Drywell volumes shall not be included in the proposed storage capacities.
(a) Retention/detention basins shall be located such that they can intercept the flows from the entire site.
(b) If the basin is located other than at the lowest point of the project, the Design Engineers shall denote on the master drainage map the actual or effective drainage area. If portions of the project cannot drain to the primary basin, additional basins shall be added to retain runoff from these areas. Credit will not be given for providing volume in excess of that needed to retain the required storm event from a basin's effective drainage area.
(C) Volume certification. The property owner will provide the city with certified as-built dimensions of the basins and the actual volume of storage provided. This must be based on as-built topographic surveys made by either a civil engineer or land surveyor who is registered to practice in the State of Arizona. These as-built volumes must reflect permanent finished landscaping in place. The volumes shall be certified by the design engineer that the volumes provided meet or exceed the required design volumes per city ordinance and the approved drainage plan. The volume of storage provided must equal or exceed the approved design volumes before the city will issue letters of acceptance for maintenance of any public facilities.
(a) Retention basins are not permitted within the city right-of-way. Where unusual circumstances are encountered, retention basins may encroach in city right-of-way with prior written approval from the City Engineer. When retention basins are allowed to encroach, the basins shall not extend more than 10 feet into the city right-of-way and shall not exceed 1.5 feet of water depth within the city right-of-way unless there is a fence or other similar protection to restrict access to the area.
(b) The overall average depth shall not exceed 3 feet without authorization of the city. If granted, the basin must be fenced to prohibit access or a side slope of 8:1 shall be provided for a minimum distance of 25 feet measured from the 100-year high water level.
(c) While it is the city's intent that the "average" depth not exceed 3 feet, it is also the city's intent that the basins be contoured to present an aesthetically pleasing appearance. Therefore, up to 25% of the bottom area may be up to 4 feet deep.
(d) In no case shall the depth exceed 1.0 foot without a positive means of disposing of accumulated runoff.
(2) Slopes, side and bottom.
(a) Bottom. The bottom of all basins shall be sloped towards the discharge points. The minimum bottom slope shall be 0.5%.
(b) Side slopes.
1. Side slopes adjacent to public rights-of-way, or when there is pedestrian type access to that portion of the basin, shall have a side slope of 6:1 or flatter.
2. Side slopes adjacent to walls, fences, hedges and the like (e.g., no or limited pedestrian type access in that area) may have side slopes up to 4:1.
3. Retaining walls (e.g., vertical slopes) may be used in areas adjacent to permanent walls, fences and the like.
(3) Grading/landscaping/joint use as parks.
(a) 1. It is the intent of the city that retention/detention basins present an aesthetically pleasing appearance. The Design Engineer shall endeavor to contour the sides and bottoms of the basins to enhance appearance through varied slopes.
2. The developer and designer shall work with representatives of the city's Development Services Department and Parks and Recreation Department to determine the need/desirability and feasibility of joint usage of the basin as a park site. If appropriate, the design shall provide for appropriate open areas for the recreational facilities. All design shall be approved by the City Parks and Recreation Department.
(b) It is not the intent of these Guidelines to dictate the specific details of the configuration to the designers; however, the following concepts will be used as the basis of reviewing the plans:
1. Curvilinear sides should be used in lieu of long stretches of straight lines.
2. Side slopes should be varied (e.g., start with 6:1 then change to 7-8:1 or more. With appropriate use of landscaping, side slopes can even be reduced to 4:1.
3. Bottom areas should contour to varying depths in lieu of uniform depth/slope.
(c) The tops and bottoms of side slopes shall be rounded off, generally over a distance of 5 feet each way of the "PI."
(d) All landscaping within city right-of-way, easements or dedicated tracts shall be approved by the City Parks and Recreation Department.
(E) Retention/detention in parking lots.
(1) Retention/detention in parking lots of multi-family developments is not allowed. All retention/detention of such developments shall be in landscaped areas.
(2) Retention/detention of runoff in parking lots of industrial/commercial developments is allowed subject to the following guidelines:
(a) No more than 50% of the required storage volume may be retained/detained in parking areas. The balance shall be provided in landscaped areas. The tributary areas to each basin shall be noted on the master drainage map.
(b) No more than 50% of the required parking spaces shall be covered by stormwater retention/detention.
(c) Storage system shall be designed to store the first 30% of the required runoff volume off paved areas (to avoid nuisance water constantly ponding on the pavement).
(d) Depth of water shall not exceed 6 inches within the parking area, nor shall it exceed 0.15 feet at the midpoint of any parking space.
(e) Interference with pedestrian traffic will be minimized in the design of the storage facility.
(f) A continuous fire access lane shall be provided throughout the development, and it shall be free of ponded water from the retention areas.
(g) All parking spaces shall be accessible during periods when the basins are filled to capacity, without pedestrians having to cross ponded water deeper than 0.15 feet.
(3) Before final plan approval, an approved drainage report must show the calculated stormwater storage volume based on runoff from the 100-year, 2-hour storm, or the pre-approved 10-year, 24-hour storm for the Downtown Area and in-fill projects north of Baseline Avenue.
(1) Each project shall be designed such that the "ultimate" outfall for all drainage in excess of the 100-year, 2-hour storm is routed to a public street, storm drain, drainage channel or natural watercourse. The outfall shall be accessible without draining over private property.
(2) If such an outfall does not exist, the project must provide an outfall.
(1) Off-project flows which historically flowed through the project may be routed through the project. Off-site runoff volumes shall not be allowed across private lots, streets or public/private access ways.
(2) Runoff volumes in excess of those required to be retained/detained may be routed directly through the outfall, although they shall be routed via the retention/detention facilities.
(H) Location/conflicts with existing utilities.
(1) Retention/detention facilities shall not encroach into existing easements for private utilities without written approval of the encroachment from all utilities using the easement.
(2) Retention/detention facilities shall not encroach into public rights-of-way nor into public easements. If necessary, the developer shall relocate conflicting utilities into a new dedicated easement.
(3) The top of the retention/detention facilities (e.g., freeboard elevation) shall be at least 4 horizontal feet from any building or public roadway.
(4) Retention/detention facilities shall not be located within 20 feet of an active septic system nor within 100 feet of an active water well.
(5) A minimum 3 feet of cover (from the bottom of the basin to the top of the pipe) shall be maintained over water and sewer service lines.
(1) All retention/detention facilities shall have a positive method of disposing of retained/detained runoff waters. All water so retained/detained shall be disposed of within 36 hours. Public streets are not considered an acceptable outlet for disposal of retained/detained runoff, however are considered an acceptable outlet for overflow. Only under special circumstances with prior city approval should pump disposal methods be used.
(2) The minimum allowable pipe size for primary outlet structures is 12 inches. A headwall (MAG Standard Detail 501-4) and an access barrier (Apache Junction Standard Detail AJ-50.1) shall be constructed at the outlet.
(3) Acceptable methods of disposal of accumulated stormwater runoff are:
(a) Positive gravity outlet.
1. Surface infiltration. A percolation test is required in each retention basin location to determine natural percolation. Test results shall be submitted to the City Engineer for approval of the retention basin(s).
a. Drywells are permitted when no other means of disposal are available. Infiltration into the drywell cannot be considered to reduce the size of the retention area.
b. The property owner of record shall be responsible for the design, performance, operation or maintenance of drywells used with on-site retention.
c. Drywells must penetrate at least 10 feet into a permeable stratum and a percolation test must be carried out on the drywell before acceptance. The percolation test results are to be filed with the Development Services Engineer.
d. Drywells shall comply with the Arizona Department of Environmental Quality (ADEQ) publication Guidance for Design, Installation, Operation, Maintenance, and Inspection of Drywells and the additional requirements described herein. A copy of the application for registration by ADEQ of the proposed drywell(s) shall be submitted prior to approval of grading plans.
e. Multiple drywell installations shall be located a minimum of 100 feet apart, unless waived by the City Engineer, and a minimum of 20 feet away from a basin inlet.
f. All drywells draining runoff from more than 1 acre of pavement are to be a dual chamber type similar to the MaxWell dual chamber drywell.
g. For any project involving hazardous materials, including fuels, the drywell must include the "Envibro" Drainage System or equal.
h. Drywells shall be located a minimum of 100 feet away from water wells and underground storage tanks (except stormwater underground storage tanks).
i. Top of the drywell grate shall be set 2 inches above the bottom elevation of the retention basin.
j. Number and type of drywells are to be called out on the engineering plans.
k. Each drywell will be percolation tested after installation and a 50% value of its disposal rate shall be used, up to but not exceeding 0.5 cfs. The percolation test results are to be submitted to the Development Services Engineer with the final as-built drawings of the Stormwater Collection and Retention Plan.
l. Drywells which encounter perched water shall be sealed in the perched water zone of the well.
m. All drywells shall be registered with the ADEQ and constructed by an ADEQ licensed contractor. The approved drywell registration shall be submitted to the city by the developer or his or her engineer at the time as-builts are submitted. A tabulation showing drywell number, registration number, and percolation rate will be added to the grading plan coversheet before submitting as-builts.
n. The property owner of record shall be responsible for the design, performance, operation and maintenance of drywells used with on-site retention.
o. Drywells that cease to drain a project area in a 36-hour period shall be replaced by the maintenance authority with new ones.
p. Drywells are not to be located within public street right-of-way or private street roadway tracts unless authorized by the City Engineer.
3. Storm drain discharge. Discharge to an existing storm drain with a maximum discharge of 1 cubic foot per second. A waiver is required.
4. Drainage channel discharge. Discharge to a drainage channel either natural or man-made of sufficient capacity to convey the anticipated flows from the tributary drainage area. A waiver is required.
5. Prohibited discharge. Water cannot be discharged into a city street, gutter or alley.
(b) Pump station (waiver required).
1. Permitted direction:
a. To an open channel, either natural or man-made;
b. Subsurface direction to a nearby storm sewer system with a maximum discharge of 1 cubic foot per second; or
c. Surface to a storm sewer system if pumped water can be discharged directly into a catch basin or other inlet.
2. Water cannot be discharged into a city street, gutter or alley.
3. Pump stations shall comply with the requirements of Chapter 9 of Volume II of the FCDMC Drainage Design Manual, except as noted below.
a. Pumping facilities shall be set at an elevation at or above the anticipated level of the 100-year event, considering that a total power failure may occur.
b. Pumps shall be capable of handling solids up to a maximum of 3 inches.
(J) Nuisance water. Each basin, particularly those used as a park, shall be graded such that there are 1 or more "sump" areas wherein runoff from the more frequent storms and nuisance runoff may be retained/detained without flooding the balance of the basin, with preference to surface percolation.
(1) Detention or retention facilities should be constructed below the natural ground surface.
(2) The use of embankments to impound stormwater runoff requires prior approval by the Development Services Engineer. Embankments become small dams that can be a serious potential downstream flood hazard.
(3) If approval is obtained, all the design requirements shall comply with Section 8.2.3, Embankment Design Criteria, of Chapter 8 of Volume II of the FCDMC Drainage Design Manual.
(4) The owner/developer must provide the city with as-built certification by a State of Arizona registered geotechnical or civil engineer experienced in dam technology, that the embankment was designed and constructed properly, is stable and will safely impound the design volumes of water.
(L) Underground retention storage requirements.
(1) Underground retention shall only be considered in commercial and industrial zoned areas.
(2) Each request for underground storage will be evaluated on an individual basis and permitted if approved by the Development Services Engineer.
(3) The following guidelines are not meant to be exclusive and, based on the type of underground storage approved, may require additional data and details be submitted to the city.
(a) Installation of CMP shall be in accordance with MAG Standard Specification No. 621, MAG Standard Detail 510 and a note on strutting spacing, if required, demonstrating that they are within manufacturer's specification and recommendation for installation. Excavation, bedding and backfill shall be in accordance with MAG Standard Specification No. 601 and material per MAG Standard Specification No. 760;
(b) Provide the depth of groundwater and the depth of the proposed installation. Provide soil boring results to at least 10 feet below the bottom of the proposed drywell;
(c) Demonstration of a 50-year life of the installation (lining and coating must be specified). Aluminized CMP is usually good for more than 50 years depending on the soil chemistry;
(d) Traffic/load bearing capacity of the installation. Pipe gauge and corrugation size of CMP and D-load for RCP must be specified;
(e) The storage pipe must drain into a dual chamber drywell. Include a detail of how the installation will be drained into the drywell. The standard drywell detail does not address anything other than normal installation. The sedimentation chamber and drain must be lower than the tank drain so the tank drains completely. The system must drain within 36 hours;
(f) Provide a backfill detail. Include material and compaction requirements, particularly under the haunches and to the springline of the pipe;
(g) Provide a minimum 30-inch diameter manhole shaft at each end of underground pipes up to 150 feet in length. Underground pipes longer than 150 feet require an additional minimum 30-inch manhole shaft every 150 feet or fraction thereof. All manhole shafts shall be equally spaced no more than 150 feet measured from center to center.
1. A 30-inch manhole frame and cover can be used at grade with a concrete collar where subject to wheel loads. Provide assurance that the pipe will structurally accommodate the manholes where there is traffic loading on the manhole.
2. The manhole shaft is to be 30 inches in unobstructed diameter. No projections or obstructions are permitted into the manhole shaft. If the manhole shaft is to be provided with a ladder, the distance from any part of the ladder measured on the side of the ladder to the opposite wall of the manhole shaft shall not be less than 30 inches. This may result in the necessity of a larger diameter manhole to accommodate a ladder. Show a detail of how the ladders are to be anchored. Specify material to be used for the ladders in order to assure a 50-year life.
(h) Provide assurance that the material used for the piping is suitable for the site's soil (letter from the Soils Engineer);
(i) Specify water-tight manufactured joints;
(j) Provide end walls for pipe per manufacturer's recommendation with a detail or MAG Standard Detail 427;
(k) Cover to be 3 feet minimum in traffic areas (or manufacturer's recommendation); and
(l) RGRCP is suggested for strength and durability. Structural strength calculations based on subgrade capacity are required in areas subject to wheel loads.
(4) The above requirements are to be shown or specified on the plan or otherwise satisfactorily addressed. The requested assurances are to be provided for the city's project file.
(M) Operation and maintenance.
(1) Maintenance of on-site detention or detention facilities within the city shall be the responsibility of the property owner or the subdivision's homeowners' association.
(2) All retention basins that will be maintained by the city shall be improved by the developer per city guidelines for retention basin development and installed prior to the city's acceptance of the retention. Retention basins, when not privately maintained, shall be dedicated to the city in fee title as stormwater retention basins or drainage rights-of-way. In the case where private retention basins receive water, other than that which falls upon the property and adjacent streets and/or alleys, the areas shall be designated as easement areas for retention purposes and shall have a recorded restrictive covenant requiring perpetual maintenance.
(N) Retention basins within SRP transmission line rights-of-way.
(1) Retention basins are to be designed to the latest SRP's requirements.
(2) Developer shall submit drawings to the city and SRP for approval. SRP will consider both existing and planned future power facilities in their review. SRP approval letter shall be forwarded to the city before final city approvals.
(Ord. 1282, § 4.10, passed 11-7-2006)
For a drainage easement, the following apply:
(A) A drainage easement is an area designed and used for conveyance and/or retention of stormwater runoff in which nothing can be placed which will impede, divert or cause the runoff to have an adverse affect on adjoining property.
(B) The city requires that all drainage easements and covenants be recorded on a subdivision plat or for those projects that do not require a land subdivision map or plat, the easements and covenants will be recorded by a separate instrument or document.
(C) Public easements and covenants shall be prepared and recorded by the city. Private easements and covenants shall be prepared and recorded by the developer or representative after review and approval of the associated documents.
(D) It is the developer's or property owner's responsibility to execute or cause the execution of the legal documents. The developer or engineer shall return the executed documents along with any recording fees as well as provide recorded copies of all private easements in order to receive construction document approval and/or permits.
(1) Public drainage easements. A public drainage easement is required if the stormwater conveyance or storage occurs per the following:
(a) The conveyance is through city property.
(b) The storage is on city property.
(c) Where stormwater is conveyed from public right-of-way onto private property.
(d) Public easements can only be extinguished through City Council action.
(e) The engineer shall provide the following documents with the construction documents for the preparation of a public drainage easement:
1. A sealed legal description of the easement area (Exhibit "A") (see Figure 10-7.1 in Article 10-7); and
2. A graphic exhibit of the easement area (Exhibit "B") (see Figure 10-7.2 in Article 10-7).
(2) Private drainage easements. Where the stormwater runoff will be retained on private property in which any of the following is true, a private drainage easement is required.
(a) Where the stormwater is conveyed across property lines; or
(b) Where stormwater is stored in a common retention area.
(3) Temporary drainage easements. Where the stormwater is retained in an area subject to future development, the easement can be described as a "temporary drainage easement." These easements are treated the same as regular drainage easements in that they are required to be recorded and can only be extinguished through the submittal of revised easement documents for city review and approval and the subsequent recording.
(4) Drainage covenants. A drainage covenant is a restrictive promise specifying the use of the property relating to storm runoff, drainage and retention. A drainage covenant shall be recorded for private property when it conveys or retains stormwater runoff from public streets or property.
(Ord. 1282, § 4.11, passed 11-7-2006)
(A) City policy requires that a responsible professional (e.g., civil engineer of record, land surveyor and the like) certify that the drainage and retention facilities were constructed in accordance with the approved plans or as noted on provided as-built plans and that the facilities conform to city standards.
(B) The responsible professional shall utilize the Drainage and Retention Certification Letter, Exhibit 10-4.2 following the text of this Article to certify the stormwater management facilities.
(Ord. 1282, § 4.12, passed 11-7-2006)
(A) The City of Apache Junction, having entered into the Flood Insurance Program by Resolution 79-41 adopted on November 7, 1979, is required to provide adequate floodplain management and control measures, with effective enforcement, consistent with criteria set forth by the Federal Emergency Management Agency (FEMA) and Section 1910 of the National Flood Insurance Program Regulations (NFIPR). This action:
(1) Allows residents of the community to acquire federally subsidized flood insurance;
(2) Provides for local floodplain management;
(3) Allows for a unified national program for managing flood losses; and
(4) Provides for safer living conditions.
(B) The following excerpts are taken from the Federal Register:
(1) Flood insurance shall not be sold or renewed unless the community has adopted and uniformly enforces adequate minimum floodplain management regulations;
(2) Requires all building sites be reasonably safe from flooding and constructed to prevent flotation, collapse or lateral movement, with materials resistant to flood damage and by methods to minimize flood damage. Specific requirements are provided for manufactured homes;
(3) Requires public utilities and facilities (includes septic systems) be constructed to minimize flood damage and prevent infiltration of floodwaters and system contamination;
(4) Requires certification that alteration or relocation of a watercourse does not adversely effect upstream and downstream properties;
(5) Requires assurances that the flood carrying capacity within altered or relocated portions of watercourses be maintained;
(6) Requires evacuation plan and alternate vehicular access and escape routes be provided in Arizona;
(7) Requires a State of Arizona registered civil engineer or architect certify that floodproofing methods are adequate to withstand the flood depths, pressures, velocities, impact, up-lift forces and other factors associated with the base flood elevation;
(8) Requires that grading and drainage plan be prepared by a State of Arizona Registered Civil Engineer;
(9) Requires compliance by new construction or expansion by existing developments or when repair, reconstruction or improvement equals or exceeds 50% of the value of the existing development;
(10) Requires all encroachments, including fill and new construction be prohibited so as to not increase the base flood elevation;
(11) Prohibits the placement of new manufactured homes within regulatory floodways;
(a) Granting a variance is generally limited to lot sizes of less than 1/2 acre.
(b) Variances shall not be issued within a designated floodway if any increase in flood levels would result.
(c) Variances shall only be issued with a showing of good and sufficient cause and exceptional hardship, providing the variance will not result in increased flood heights, threats to public safety and expense, nuisances or conflicts.
(d) Variances will result in increased premium rates for flood insurance.
(13) Failure to adopt or enforce floodplain management regulations will result in suspension of the community flood insurance program; and
(14) FEMA elevation certificate prepared by a State of Arizona registered land surveyor is required.
(C) In order to comply with federal requirements, developers and engineers shall provide the following information:
(1) Confirm what flood zone the development is located within.
(2) Confirm or determine the base flood (Q100) elevation.
(3) Confirm the lowest floor (including basement) is elevated or floodproofed to 1 foot above the base flood level (additional 1 foot freeboard flood elevation is recommended).
(4) Confirm watercourses enter and leave areas to be developed in their natural locations, and that flows or highwater elevations are not increased to the detriment of upstream and downstream properties.
(5) Ensure that hydrologic data is presented in accordance with the guidelines found in this article.
(6) Refer to and comply with provisions of Vol. II, Article 5-1, Floodplain Management.
(Ord. 1282, § 4.13, passed 11-7-2006)
(A) Flood Control District of Maricopa County (FCDMC).
(1) Drainage Design Manual. The developer and associated design professionals are expected to be aware of and comply, except as modified by the city, with the regulations contained in the FCDMC publication Drainage Design Manual for Maricopa County, Volumes I, II and III, which provide guidelines for the design and construction of public and private stormwater systems.
(2) Floodplain use permit.
(a) FCDMC has stormwater facilities within Apache Junction and will issue a floodplain use permit when required and as appropriate. See http://www.fcd.maricopa.gov/ (see Permitting link) or call 602-506-1501.
(b) The following may be required when all or part of a proposed project lies near or within a 100-year flood zone as designated by the Federal Emergency Management Agency (FEMA):
1. Contact FCDMC prior to plan review submittals to the city, to determine whether a floodplain use permit is required.
2. If required, submit development plans to the FCDMC for plan review and approval. Obtain floodplain use permit prior to city plan review approval. Note that changes to grades, structures, lower floor level and the like will require re-approval by the FCDMC.
3. The grading plans, drainage report map and final plat shall show the location of the floodplain according to the Flood Insurance Rate Map.
4. The grading plans shall show pad and finished floor elevations complying with the floodplain use permit.
5. Construction and inspections for work above the lowest floor level is not permitted prior to obtaining floor level certification from the FCDMC.
(B) Pinal County Air Quality Control District (PCAQCD); earth moving and dust control.
(1) PCAQCD regulates development projects that involve earth-moving operations or dust-generation operations that will disturb 0.10 contiguous acres or greater. For additional information please see the website: http://pinalcountyaz.gov/Departments/AirQuality/pa ges/home.asp.
(2) As described in Apache Junction City Code, Vol. I, the developer shall provide Apache Junction's Development Services Department with copies of his, her or its Pinal County Air Quality Control District permit.
(C) Arizona Department of Environmental Quality (ADEQ).
(1) Water quality. ADEQ regulates the quality of stormwater discharges, including those directed to drywells. The developer is responsible for designing and installing; and the landowner is responsible for operating and maintaining the storm drain system to meet applicable regulations.
(a) Prior to drilling, installing or abandoning a drywell, permission must be obtained from ADEQ. The city requires notification of the ADEQ registration numbers for storm drain drywells proposed to be installed as part of a land development project. For additional information regarding this aspect of ADEQ, please see the link: http://www.adeq.state.az.us/environ/water/permits/ or call 602-771-4686.
(b) Prior to the issuance of any city permit, it is the responsibility of the registrant of record or drywell owner to obtain the required ADEQ drywell registration and to keep this registration on file as part of the project file and to provide copies as necessary in conformance with ADEQ regulations and/or requirements.
(3) Notice of Intent (NOI).
(a) As prescribed by the Arizona Pollutant Discharge Elimination System general permit for discharge from construction activities to the waters of the U.S., any development project in Apache Junction which will disturb 1.0 contiguous acres or greater, shall complete a Notice of Intent (NOI) form. For additional information see the link: http://www.adeq.state.az.us/environ/water/permits/ or call 602-771-4632.
(b) A copy of the completed NOI shall be provided to Apache Junction's Development Services Department prior to or in conjunction with the issuance of any construction and/or right-of-way permits.
(4) Storm Water Pollution Prevention Plan (SWPPP).
(a) When a construction project disturbs more than 1.0 contiguous acre or greater of land in Apache Junction, a SWPPP will be prepared.
(b) A copy of the Notice of Intent (NOI) and the SWPPP shall be maintained on the site and available for review. Any elements of the grading and drainage plan pertinent to or referenced on the SWPPP shall be considered a part of the SWPPP.
(c) The operator shall perform, at a minimum, a visual inspection of the construction site once every month and within 24 hours of rainfall greater than or equal to half of inch or more. The operator shall prepare a report documenting his/her findings on the conditions of the SWPPP controls and note any erosion problem areas. The operator's report is to be submitted to the city's Engineering Inspector for review. Facilities shall be maintained as necessary to ensure their continued functioning. In addition, all temporary siltation controls shall be maintained in a satisfactory condition until such time that clearing and/or construction is completed, permanent drainage facilities are operational, and the potential for erosion has passed.
(d) The operator shall amend this plan as necessary during the course of construction to resolve any problem areas which become evident during the construction and/or during rainfalls. All changes to the SWPPP must conform to the Drainage Design Manual for Maricopa County, Arizona, Volume III, Erosion Control.
(e) The permittee shall file a Notice of Termination (NOT) after completion of construction and placement of final landscape materials. A copy of the NOT is to be submitted to the Engineering Department to final the SWPPP permit.
(f) The permittee shall save all records, including the NOI, SWPPP, NOT, and inspection reports, on file for a minimum of 3 years from the date of filing the NOT.
(g) The implementation of these plans and the construction, maintenance, replacement, and upgrading of these facilities is the responsibility of the permittee/contractor until all construction is approved and the NOT is submitted to the Engineering Department.
(h) The facilities shown on this plan must be constructed in conjunction with all clearing and grading activities in such a manner as to ensure that sediment-laden water does not enter the drainage system or violate applicable water standards. The facilities must be installed and in operation prior to any grading or land clearing. Wherever possible, maintain natural vegetation for silt control.
(i) A copy of the contractor's NOI and 5 copies of the reviewed and signed SWPPP must be received by the city prior to any grading and drainage permit being issued.
(j) All Storm Water Pollution Prevention Plans shall follow the Drainage Design Manual for Maricopa County, Arizona, Volume III, Erosion Control.
(D) Army Corps of Engineers (Corps).
(1) Section 404 permitting. The developer and associated design professionals are expected to be aware of and comply with the permitting regulations contained in Section 404 of the Clean Water Act. See http://www.spl.usace.army.mil (see Regulatory link) or call the Phoenix Project Office of the Corps at 602-640-5385.
(2) 404 Areas identified.
(a) Areas of proposed projects that are designated by the Corps as within the jurisdiction of Section 404 shall be clearly identified and delineated on the improvement plans and land subdivision maps or plats.
(b) The drainage report shall also identify and delineate Section 404 Areas on all exhibits, figures and the like as well as provide a narrative discussion regarding the "404" designation, permit holder identification and procedures to modify those designations.
(3) Authority to modify. The city does not have the authority to authorize any modifications, encroachments or deletions to "404" designated areas. It is the 404 permit holder's responsibility to monitor and manage the 404 Areas in accordance with the permit granted by the Corps.
(Ord. 1282, § 4.14, passed 11-7-2006)
For tax purposes: EXEMPT PER
A.R.S. § 11-112.4.A.3
When recorded mail to:
City of Apache Junction
Department of Public Works
575 E. Baseline Ave.
Apache Junction, AZ 85219
DRAINAGE AND RETENTION AGREEMENT
An agreement for the diversion and disposal of stormwater runoff subject to certain terms and conditions contained herein is hereby provided over, under and across the real property described as:
Retention basins within the land covered by this "Drainage and Retention Agreement" shall not at any time hereafter be filled, altered or deviate from the elevations and required volume shown on the approved improvement plans and drainage report on file at the office of the City Engineer unless written authorization is granted by the City Engineer. The property owner(s) shall not at any time hereafter block, obstruct or impede in any manner the flow of water across or through the property and into the retention basin(s). The owner(s) shall have an obligation to maintain the retention facilities and/or structure(s) as approved by the City of Apache Junction in accordance with development plans of the original project. Owner(s) will not be allowed to erect any building or structure on the drainage and retention paths or in any way result in a reduction of percolation that would cause the basin to retain runoff more than 36 hours after a storm. In addition, the owner(s) must maintain the retention basin and provide an acceptable means for assuring that all basins drain within the 36-hour time period. In the event damage to any property results from violating these Covenants, said owner(s) agree to restore at their own expense all such damage. This Covenant agreement shall be conveyed and continued with the transfer of title or ownership of said property to any and all future owners or assigns.
Development Services Engineer Owner/Developer Signature
For Development Services Engineer
STATE OF ARIZONA )
County of Pinal )
This instrument was acknowledged before me this day of , 20
Notary Public My Commission Expires
This instrument was acknowledged before me this day of , 20
Notary Public My Commission Expires
(Ord. 1282, Exh. 4.1, passed 11-7-2006)
I hereby certify that the drainage structures and the Retention Basin(s) for [Project Name], located in the City of Apache Junction have been built according to the approved plans, and the project has been As-Built under my supervision. The Retention Basin(s) calculations are as follows:
Retention Basin (1)
Volume required per design: XXXX (CF)
Volume provided per As-Built: XXXX (CF)
Retention Basin (2)
Volume required per design: XXXX (CF)
Volume provided per As-Built: XXXX (CF)
Retention Basin (3)
Volume required per design: XXXX (CF)
Volume provided per As-Built: XXXX (CF)
Surveyor seal and signature
(Ord. 1282, Exh. 4.2, passed 11-7-2006)
10-5-1 General information
10-5-2 Water demands
10-5-3 Design criteria
10-5-4 Plan preparation standards
Figure 10-5.1, Water Service Area
(A) These standards set forth a uniform engineering approach for determining water demand and minimum criteria for design of water distribution mains. The standards are structured to accommodate designers who are preparing construction plans for private development. It is not intended to provide standards that are all encompassing, to be substituted for innovative design. The user of sound engineering principles is encouraged to develop public water system designs that are not only economical to construct but are economical to operate and maintain.
(B) The City of Apache Junction has 2 water entities supplying the city with water: Arizona Water Company and Apache Junction Water Company (WUFCD). Figure 10-5.1 following the text of this Article shows the limits of service for each of the water companies. Where they abut, a determination will be made of who will provide the service.
(C) New public water distribution facilities shall be designed in accordance with Arizona Water Company standards within their service area or in the case of the WUFCD, standards set forth in this chapter, associated detail drawings, and where these standards are silent, Maricopa Association of Governments (MAG) Standard Specifications and Standard Details, Arizona Department of Environmental Quality Bulletin No. 10, and American Water Works Association Standards.
(Ord. 1282, § 5.1, passed 11-7-2006)
Developer will provide with plan submittals estimated demands for maximum day flows based on the following:
(A) Water main design shall be based on maximum day flows, as listed in Table 10-5.1 below, plus fire flows.
(B) Appurtenances (booster, reservoirs and the like) shall be designed for peak hour of the maximum day demand with provisions for fire flow and emergency flows as required.
(C) The peak hour is 1.7 times the maximum day demand.
(D) System pressures should be maintained between 60 and 100 psi for maximum day velocity.
(E) The system should not exceed 5 fps or a head loss of 10 feet per 1,000 feet, whichever is limiting.
Maximum Gallons Per Capita Per Day (gpcpd)
Low Density Residential
Less than 5 dwelling units per acre
Medium Density Residential
5 to 7 dwelling units per acre
High Density Residential
Greater than 17 dwelling units per acre
Commercial, Industrial Mix
Commercial High Rise
No landscaping or desert landscaping
Industrial (does not include process water)
200 gal. per room
Without lunch and/or shower facilities
75 gal. per student
With lunch and/or shower facilities
125 gal. per student
1.5 gal. per sq. foot
(F) If a proposed development does not fit one of the above areas and the maximum is not identified in Table 10-5.1 - Maximum Day Flows, then the maximum day flow will be calculated at 220 gallons per person per day.
(G) The population density for less than 5 dwelling units per acre is 3.2 persons per unit and 2 persons per unit for population densities of 5 or more dwelling units per acre.
(Ord. 1282, § 5.2, passed 11-7-2006)
(A) Pipe sizing.
(1) (a) Public water main installation of pipe smaller than 6 inches is not standard and will only be allowed when directed by the City Engineer in very unusual circumstances.
(b) The minimum standards for water distribution pipe sizing is as follows:
6 or 8 inch
Local Street (1/4-section alignment)
Collector (mid-section alignment)
Parkway and Arterials or Section Line Streets
16 inch or as directed by the City Engineer
(2) Mains designed as single feed systems with more than 1 fire hydrant shall be minimum of 8 inches diameter. An 8-inch diameter main configured as a looped system with 2 feeds can serve up to 6 fire hydrants.
(3) A 6-inch diameter single feed system water main is permitted only in cul-de-sacs of 350 feet or less with a maximum of 1 hydrant.
(B) Pipe material.
(1) All pipe for water lines up to and including 16-inch diameter, shall be minimum Class 50 ductile iron pipe (DIP) which meets all applicable standards and specifications. Material for pipes larger than 16 inches shall be approved by the Arizona Water Company or WUFCD prior to construction.
(2) All fittings shall be ductile iron or Arizona Water Company or WUFCD approved equal.
(3) Pipe shall meet all applicable American Water Works Association (AWWA) C-400 standards and specifications, including the Underwriters Laboratories, Inc.
(4) Lot testing, per AWWA C-400, may be required at the discretion of the District Engineer. Testing shall be performed at an independent testing lab, approved by the Arizona Water Company or WUFCD (cost of testing to be paid by supplier or contractor). Certifications and test results, for each lot to be used, shall be delivered to the Arizona Water Company or WUFCD Inspector prior to delivery of pipe to the job site.
(5) When necessary, restrained joints shall be in accordance with MAG Standard Details 302-1 and 302-2. EBBA Iron "Megalugs" are the acceptable standard for restraints.
(C) Pipe locations.
(1) As a minimum, water mains shall be installed along the frontage of the property being developed, when it is adjacent to public rights-of-way or public utility and facilities easements. The main will be extended from the ending point of the existing water main across the entire frontage of the property needing the water, at the property owner's expense. As expressed elsewhere in this Article, water mains may require looping (feeds from 2 sources) to create adequate flows.
(2) A 6-foot minimum horizontal separation from any parallel underground utility is required. In all major streets and other active utility corridors, a utility conflict review will be required.
(D) Backflow preventions.
(1) The Arizona Water Company or WUFCD is responsible for protecting the quality of the public water supply. To prevent contamination of the public water supply by backflow and cross- connections, the Arizona Water Company or WUFCD shall identify premises requiring backflow prevention, and approved types of assemblies to prevent backflow.
(2) All required backflow prevention assemblies shall be owned and maintained by the property owner.
(3) All backflow prevention assemblies shall be tested upon installation and annually thereafter by a certified tester and results of that test forwarded to Arizona Water Company or WUFCD.
(4) All services 2 inches and larger shall require backflow protection. All master metered residential, all commercial and all industrial services shall require backflow prevention. In some cases smaller services not in 1 of the preceding categories may require backflow protection as determined by the Arizona Water Company or WUFCD. All unmetered fire systems shall be equipped with backflow prevention assemblies supplied with a metered detector loop.
(5) All above-ground backflow prevention assemblies 3 inches and larger shall be painted a neutral (earth tone) color to blend in with its surroundings.
(6) All above-ground backflow prevention assemblies smaller than 3 inches shall be placed in protective cages painted a neutral (earth tone) color to blend in with its surroundings.
(E) Water services.
(1) All water services 2 inches in diameter and smaller shall be Type K copper tubing. Large copper tubing shall be handled so that kinks do not develop, thus causing a water restriction.
(2) All brass service fittings shall be Ford or Mueller unless otherwise approved by the City Engineer. Corporation stops, curb stops and angle stops shall include a ball style valve.
(3) All service line fittings on services 2 inches and smaller shall be compression style (Ford Quick Joint, Mueller 110 or approved equal), with the exception of corporation stop to saddle and angle stop to meter, which shall be threaded. No soldered joints will be allowed below ground.
(4) Corporation stops at the main shall be secured with brass or epoxy coated double strap saddles. No direct tapping of main lines for corporation stops will be allowed. Corporation stops shall be MIPT inlet and compression style outlet.
(5) Services using corporation stops at the main shall be tapped at approximately the 10:00 o'clock or 2:00 o'clock position on the main. Services tapped at 12:00 o'clock (straight up) shall be used for air release valves. Regular service taps at the 12:00 o'clock position shall be used when other tap locations are not an option and only with approval from the city.
(6) Water services larger than 2 inches on a pressurized water main shall be installed per MAG Standard Detail 340. Live (wet) taps of water mains shall be coordinated with the Arizona Water Company or WUFCD Inspector. Tapping tees (sleeves) shall pass a pressure test at a minimum 200 psi for 60 minutes before the actual tap is made.
(7) Pressure reducing valves are required to be installed on the customer side of the water meter, where the static pressure exceeds 99 psi. Maintenance of the pressure-reducing valve shall be the customer's responsibility.
(8) The developer is responsible for the installation of all necessary water services for the development.
(9) Meter boxes for services 2 inches and smaller shall be multi-layer plastic with a vertical load rating of 25,000 pounds minimum (Mid States Plastics, Inc. BCF Series or approved equal). Boxes shall have vertical sides for ease of adjusting. Boxes shall have a rigid flange molded in the top of the box to hold its shape and provide support in concrete or asphalt or soft or sandy soil. Cover shall be ductile iron with hinged meter reading lid.
(10) Meter boxes for services 2 inches and smaller in traffic areas shall be concrete. Under certain circumstances the above stated plastic boxes may be used with specific approval of the Arizona Water Company or WUFCD. Covers in traffic areas shall be welded steel.
(11) The Developer or the Engineer shall size water services to properly serve the proposed project being constructed. Service sizes shall be plainly indicated on the plans submitted. Proposed water service sizes shall be reviewed and approved by the Arizona Water Company or WUFCD.
(12) Single water services shall not serve properties under separate ownership without the written approval of the City Engineer.
(13) The contractor shall install the water meter vault and provide the meter for all services over 2 inches. Vaults shall have full opening aluminum covers with spring assist. Vaults shall be installed per MAG Standard Detail 321 and include the service inlet and outlet piping. Water meters and other equipment shall be installed using clearances and other details found in MAG Standard Details 345-1 and 345-2. Detailed drawings or manufacturer's literature with lid and door dimensions shall be presented to the City Engineer for approval before installation.
(14) Services will be turned on by District personnel only. It is unlawful for anyone other than an employee for the Arizona Water Company or WUFCD or someone under his or her direct supervision to operate valves that will activate water services. Water services will only be turned on after a responsible individual has completed all appropriate paper work to open an account and all applicable fees have been paid. Contact the Arizona Water Company or WUFCD
(F) Water meters.
(1) The Arizona Water Company or WUFCD provides and installs all meters for services 2 inches and smaller at the owner's or developer's expense. Meters for services larger than 2 inches shall be supplied by the owner/developer. Meters 2 inches and smaller shall be Precision brand, model PMM, or District-approved equal, with electronic ECR register and "Touch Read" meter reading system. Under certain circumstances, 2-inch services may require compound meters. Meters for domestic use larger than 2 inches shall be Sensus compound or Metron single jet meters as directed by the Arizona Water Company or WUFCD, with electronic ECR register and "Touch Read" meter reading system or Arizona Water Company or WUFCD-approved equal. Any domestic service 2 inches or larger shall require backflow protection behind the meter. All master metered residential services shall require backflow prevention.
(2) Meters used for a system that is a combination of domestic use and fire protection shall be Sensus Compact FireLine assemblies or approved equal with ball valves and test ports. All iron parts on meter shall be epoxy coated inside and out. Combination service shall require backflow protection behind the meter.
(3) Large meters, on potable lines not combined with fire systems, 3 inches and larger shall be installed with a minimum 2-inch bypass with valves to allow a continued water source should the meter need to be repaired or replaced.
(4) The architect, engineer or applicant shall include the projected water flow rate requirements for the proposed water services on the project on the plans. As mentioned under division (E) above, care should be taken in sizing meters and services to sufficiently supply the needs. The Water District will review the information provided on plans and specifications and make the final determination of meter size requirements.
(5) Temporary fire hydrant meters are required in obtaining construction water and can be ordered from the Arizona Water Company or WUFCD. Contact the District for a current list of applicable charges and available meters.
(G) Fire hydrants.
(1) Fire hydrants in the public rights-of-way or public properties shall be installed per MAG Standard Details 360 and 362.
(2) The normal location of fire hydrants, is the northeast corner of street intersections. Mid-block fire hydrants shall be placed on the same side of the street as the water main line whenever practical.
(3) All fire hydrants installed in the system shall have a minimum 5-inch main valve.
(4) Maximum spacing for fire hydrants in general is 500 feet. Apache Junction Fire District has final approval for hydrant spacing and flow requirements.
(5) All fire hydrants shall be set to blue top hub per MAG Standard Specification 756.3. There shall be a minimum of 15 inches of clearance from the lowest nozzle to finish grade.
(6) A maximum clear distance of 6 feet from the centerline of the fire hydrant is required.
(7) Fire hydrants approved for installation on Arizona Water Company or WUFCD water mains are:
(a) Kennedy - Guardian;
(b) Mueller - Super Centurian;
(c) Waterous - Pacer; and
(d) Clow - Medallion.
(H) Valve standards, spacing and location.
(1) Twelve-inch and smaller:
(a) Maximum of 600-foot spacing in industrial/commercial districts;
(b) Maximum of 800-foot spacing in residential areas;
(c) Maximum of 30 single-family units or 5 valves per shutdown;
(d) One valve on each side of major crossing, such as canals, railroads, freeways and the like; and
(e) One gate valve between main and each fire hydrant.
(2) Sixteen-inch and larger: maximum of 1,000-foot spacing.
(3) Epoxy coated, resilient seated gate valves are required on water mains 12 inches in diameter or smaller. All gate valves shall conform to Section 630.3 of the MAG Uniform Standard Specifications. All valves must meet or exceed AWWA C-509 or C-515 standards.
(4) Sixteen-inch mains may have either gate or butterfly valves depending on the application. Final determination with regard to which valve shall be used shall be decided by the City Engineer. Valves must conform to Sections 630.3 and 630.5 of the MAG Uniform Standard Specifications respectively. Gate valves shall also meet or exceed AWWA C-509 or C-515 standards.
(5) Butterfly valves or approved equal are required on water mains larger than 16 inches in diameter. All butterfly valves shall conform to Section 630.5(A) of the MAG Uniform Standard Specifications.
(6) Butterfly valve manual operators shall be furnished with ground level position indicators. Position indicators shall attach to the extension stem and shall indicate the relative positions, which direction to turn the operator to open and close the valve, and how many turns to close the valve from the fully open position.
(7) Certified shop drawings shall be submitted to the City Engineer for review and approval prior to shipment of the butterfly valves.
(8) Tapping sleeves and valves are to conform to Section 630.4 of the MAG Uniform Standard Specifications and be installed per MAG Standard Detail 340. All wet taps shall be performed by a Contractor approved by the Water District.
(9) All valve boxes and covers shall be installed per MAG Standard Detail 391-1, Type "A." All valve boxes used in the District shall be manufactured for that specific purpose. No PVC pipe or other "field designed" boxes will be allowed
(10) Pressure reducing and pressure sustaining valve stations shall be of a 2-stage design; i.e., a valve for normal and high flows, and a valve for low flows. Valves shall be installed in a vault of an approved design behind the sidewalk. Valves and vault shall be reviewed and approved by the City Engineer prior to ordering.
(11) Approved air vacuum release devices shall be installed on all water mains 12 inches or larger in diameter at locations where the slope changes from positive to negative, and vice versa. Air release devices may also be required on mains smaller than 12 inches as determined by the City Engineer.
(12) Water line valves shall meet or exceed the pressure classification of the water line. Valve pressure rating should be noted on the plans.
(I) Easement width.
(1) Six-inch and 8-inch water: 20-foot minimum;
(2) Twelve-inch water main: 20-foot minimum; and
(3) Over 12-inch: Width based on design conditions.
(4) Additional easement width may be required by the City Engineer if, in his or her opinion, excessive laying depth of the pipe would require the additional width for maintenance purposes.
(J) Installation depth. Water mains shall be installed to minimum depth measured from finished grade to top of pipe as follows:
8-inch and smaller
12-inch and 16-inch
16-inch and smaller in major streets
20-inch and larger
(K) Water construction requirements.
(1) All water main design shall take into consideration the Water Construction Notes, set forth in Vol. II, § 10-2-15.
(2) The engineer and the contractor shall verify the stationing, elevations and type of pipe to be matched at all field closure points.
(3) The contractor shall contact "Blue Stake" 5 working days prior to construction.
(4) The contractor shall pothole all existing utilities ahead of his or her construction to allow for any necessary adjustments to the grade line.
(5) No other utilities shall be installed in the same trench as the water main.
(6) Vertical realignment by means of pipe deflection shall not exceed 1/2 the pipe manufacturer's recommendation. Deflection angle information shall be given on the plans. Vertical realignment by means of bends and offsets shall be per MAG Standard Detail 370 for water mains 6 inches to 12 inches in diameter. Water mains larger than 12 inches shall have vertical realignment detailed by the engineer.
(7) One joint of pipe (10 feet minimum) shall be installed on all stubs after valve installation.
(8) All fittings and hydrants requiring thrust blocking (kickers) shall be wrapped in a minimum of 2 layers of 6 mil plastic sheeting, and care shall be taken to keep concrete separate from bolts, barrel drains, followers and the like.
(9) All new water mains shall be disinfected and flushed following AWWA Standard C 651-99.
(10) It is policy to require the use of a fire hydrant meter by the contractor to obtain construction water. New water line shall be filled through the hydrant meter unless an alternate method is approved by the City Engineer. The contractor shall obtain a fire hydrant meter from the Arizona Water Company or WUFCD and pay all fees and water bills. If the use of a fire hydrant meter is not possible, the Arizona Water Company or WUFCD Inspector will tabulate the number of times the water line is filled and estimate the amount of water used and the contractor will be charged accordingly.
(11) If, during the construction of a waterline, the contractor fails to or is unable to comply with a request of the Arizona Water Company or WUFCD's Inspector, and it is necessary for Arizona Water Company or WUFCD's forces to do work that is normally the contractor's responsibility, the Arizona Water Company or WUFCD shall be justified in billing the contractor. Each incident requiring work by Arizona Water Company or WUFCD forces shall be covered by a separate billing at the current applicable rates.
(Ord. 1282, § 5.3, passed 11-7-2006)
(A) Plans shall be on 24-inch by 36-inch sheets.
(B) Symbols shall be per MAG Standards supplemented by WUCFD Details.
(C) Orientation of each plan sheet shall be shown by a north arrow.
(D) A general notes sheet(s) shall contain the Water Construction Notes listed in Article 10-2, Construction Plan Requirements, Vol. II, § 10-2-15.
(E) Plans shall be prepared on vellum, linen or Mylar. Sepias are not permitted.
(F) A cover sheet is required on plans of more than 2 sheets when water plans are not part of the general set.
(G) Each sheet shall be identified by sheet number and project name.
(H) All sheets shall have the State of Arizona engineer's signed registration seal prior to submittal to the city for approval.
(I) Cover sheet, when part of separate water plans, shall contain:
(1) Project title;
(2) Developer (address, telephone number and contact name);
(3) Engineering firm (address, telephone number and contact name);
(4) Appropriate signature approval blocks and utility review block;
(5) Properly oriented vicinity map;
(6) Properly oriented key map;
(7) Water main construction notes (see Vol. II, § 10-2-15 of this Chapter);
(8) Materials list, and estimated quantities;
(9) Appropriate processing numbers: D.C.O. (subdivision, re-zoning, site plan and the like) quarter section and associated plans tracking numbers;
(11) Index of plan sheets; and
(12) Benchmarks used.
(J) The key map is a small map of the project site that provides a system overview and is used to index the plan sheets. The key map shall show the following:
(1) All streets, alleys, easements, tracts and parcels shall be identified;
(2) Water mains, fire hydrants, valves and production facilities (tanks, booster and the like); and
(3) Index of plan sheets indicated by single line with arrows showing beginning and end of each sheet.
(K) The plan sheets shall show the following to proper scale:
(1) All streets, alleys and easements.
(a) Streets shall be identified by name.
(b) Streets, alleys and easements shall be dimensioned at least once and at all breaks.
(c) Monument line of streets shall be shown.
(2) All abutting lots shall be identified by lot number, tract and subdivision.
(3) Location of all existing utilities, structures, paving and other topographic features affected by construction.
(4) All connections to existing water lines with fittings clearly labeled and method of connection specified.
(5) If applicable, proposed sewer main must be shown. Sewer main shall be shown in a "lighter weight" line to identify it as being informational only and not a part of this plan.
(L) Scale shall be per Article 10-2, Construction Plan Requirements, Vol. II, § 10-2-5(D).
(M) Original plan sheets shall be sufficiently clear to allow legible prints to be half-sized. The size of lettering and symbols shall be 1/8-inch minimum. Shading is not permitted. Refer to the Engineering Department for information required on record drawings.
(N) Each plan sheet shall show:
(1) Project title;
(2) Sheet number;
(3) North arrow to orient each line;
(4) Existing utilities with size and location in right-of-way;
(5) New construction with valves, fire hydrants, tees, bends, crosses, taps, tapping sleeve and valves, and other appurtenances shown;
(6) Match lines to show continuation of lines from sheet to sheet; and
(7) Right-of-way limits shall be shown in plan view.
(O) Valves shall be located at point of curvature of the curb return at intersection and property lines in mid-block.
(P) Location of fire hydrants and valves shall be referenced from the street monument line.
(Q) All fittings shall be identified.
(R) Fire hydrants shall be located in accordance with MAG Standard Detail 362.
(S) Valve boxes shall be Type "C" per MAG Standard Detail 391. Valves shall be resilient seat up to 16-inch.
(T) Meter service connections shall be shown to each lot or parcel. Service may be stationed from street intersection monuments or from individual lot property lines, except on curved streets and in cul-de-sacs, where the connection must be stationed both on the main and from applicable property lines.
(U) Meter service connection locations in other than a residential subdivision must be out of traveled roadway/sidewalk. They may be located in planter area, parking lot island and the like, and should be sufficiently above finish grade to minimize flooding. Meter locations shall be easily accessible from a street or traveled way.
(V) Summary of quantities sheet shall be submitted with the plans. Items shall be listed as follows:
Main line valves
Tapping sleeve and valve
Water service line
Each item shall be broken down by size and material.
(W) A large development may require the modeling of the development for water volume, pressure and fire flows. The requirement shall be determined by the City Engineer. If required, the modeling shall use the Apache Junction Water Company's Waterman model titled "AJ Water Model."
(Ord. 1282, § 5.4, passed 11-7-2006)
(Ord. 1282, Figure 5.1, passed 11-7-2006)
Click here to view FIGURE 10-5.1 in a PDF document.
10-6-1 General comments
10-6-2 Sewer line extension policy
10-6-3 Design and construction standards
10-6-4 Construction within public right-of-way
This Article describes the engineering design standards and guidelines for providing the required sewage collection within new developed areas.
(Ord. 1282, § 6.1, passed 11-7-2006)
See Vol. II, § 10-1-4(D) of this Chapter for the sewer line extension policy.
(Ord. 1282, § 6.2, passed 11-7-2006)
All design and construction shall be in accordance with and approved by the SMCFD. The most current SMCFD Standard Specifications of Construction shall be used for guidance.
(Ord. 1282, § 6.3, passed 11-7-2006)
(A) Trenching and pavement replacement. For sewer line extensions and sewer taps in existing pavement areas within public right-of-way, the pavement replacement shall be per Apache Junction Standard Detail AJ-200M, Type "S."
(B) Manholes. All manholes constructed in the pavement areas within public right-of-ways shall have the tops of the frames and covers at surface grade and a concrete collar constructed per Apache Junction Standard Detail AJ-422M.
(Ord. 1282, § 6.4, passed 11-7-2006)
10-7-1 Site plan; preliminary
10-7-2 Site development
10-7-3 Public right-of-way and easement dedication
10-7-4 Public improvement assurance alternatives
Figure 10-7.1, Exhibit "A" Legal Description (Sample)
Figure 10-7.2, Exhibit "B" Map (Sample)
Exhibit 10-7.1, Performance Bond (Sample)
Exhibit 10-7.2, Letter of Assurance for Construction of Improvements (Sample)
The preliminary site plan review process and requirements are put forth in the city "Pre-submittal Review Packet."
(Ord. 1282, § 7.1, passed 11-7-2006)
(A) General information. All new developments shall provide for vehicle parking, refuse collection, Fire District access, landscaping, waste control, on-site private water and sewer systems, and on-site stormwater retention per all applicable city codes, ordinances, utility company requirements and the following standards.
(B) Refuse collection stations. The city requires that all refuse shall be collected and disposed of by a private contractor.
(C) Waste control. See the applicable sections of these Guidelines for any waste control requirements.
(D) Vehicle parking and storage yard facilities.
(1) All developments shall provide for on-site vehicular parking per the following guidelines: Current city Zoning Ordinance requirements for on-site street parking and loading, as set forth in Vol. II, Article 1-20, Parking, Loading, and Interior or Private Street Standards.
(2) All developments that have temporary access, parking and storage areas shall provide a minimum of a double chip seal treatment or a treatment that is approved by the City Engineer. The treatment provided shall be maintained by the owner until the permanent pavement section is placed. The double chip seal treatment shall consist of (minimum):
0.6 gallons of CRS2p/square yard
30 pounds of 3/8-inch low volume treated chips/square yard
0.4 gallons of CRS2p/square yard
20 pounds of 3/8-inch low volume treated chips/square yard
(E) Fire District access.
(1) General information. All developments shall provide access for Fire District vehicles and personnel per the following guidelines. The Fire District has the right of final approval and may revise these Guidelines as individual situations require.
(2) Access width, turning radius and minimum surface treatment.
(a) A 20-foot (minimum) wide access is required for Fire District access.
(b) 1. Turning radii per Fire District Details are required at all entrances and interior driveway intersections where access is required.
2. Ladder truck access is required for all development except the following:
a. Mini-storage facilities when the office is located adjacent to public streets.
b. Storage yards when non-combustible materials are the only items stored.
(c) 1. For areas that have temporary access to structures, a double chip seal treatment or a treatment that is approved by the city shall be provided and maintained for the access until the permanent pavement section is placed.
2. The double chip seal treatment shall consist of (minimum):
0.6 gallons of CRS2p/square yard
30 pounds of 3/8-inch low volume treated chips/square yard
0.4 gallons of CRS2p/square yard
20 pounds of 3/8-inch low volume treated chips/square yard
(3) Building access.
(a) Buildings shall be located so that Fire District apparatus may be parked within 150 feet of the farthest point on the ground floor of the building. This 150-foot dimension is measured along the route a person would follow from the truck to a given point on the building.
(b) A fire sprinkler system shall be installed per Fire Code requirements. Specifications for the sprinkler system vary with the type of development. It is the developer's responsibility to contact the Fire District to determine the specific requirements for the development.
(c) Fire District connections shall be per the Fire District requirements.
(d) Retention areas shall not be considered as part of the required access.
(e) Provide a minimum of 14 feet, 6 inches vertical clearance.
(f) There shall be a minimum 10-foot setback from fire lanes.
(g) Any roadway intended for Fire District access shall not have a grade greater than 8%.
(h) Fire lane signs shall be posted on Fire District access perpendicular to the flow of traffic. Signs shall be visible from both directions and mounted between 5 feet and 7 feet above final grade. Signs shall be installed a maximum of 100 feet apart and at any horizontal change in direction.
(i) The Fire District does not allow speed bumps more than 4 inches high or any obstructions that may impede an emergency vehicle response on a Fire District access roadway.
(j) Multi-unit occupancies shall post premises identification, as approved by the Fire District, when bordering Fire District access. Numbers shall be on a contrasting background.
(4) Security gates. Private security gates which, in the opinion of the Fire Chief and/or the Police Chief, hamper the adequate responses to emergencies by Public Safety Services, shall be equipped with a pre-emotion device approved by the Fire District.
(a) The equipment shall be capable of fail-safe operation in case of power loss. In the event of an emergency, a means shall be provided to leave gates unlocked.
(b) An approved list of devices may be obtained through the Fire District.
(F) Landscaping; general information. See Apache Junction City Code, Vol. II, Chapter 6, Landscaping.
(Ord. 1282, § 7.2, passed 11-7-2006)
(A) General comments. The following requirements apply to the preparation of maps which are to be used to dedicate land to the public or to grant an easement to the public for roadway, drainage, flood control, utility line, emergency or service vehicle access, or other public uses. Some of these requirements may be waived by the Development Services Engineer if it is demonstrated that the requirements are not appropriate because of the size or nature of a development.
(B) Streets, rights-of-way and public easements. All proposed streets, rights-of-way and easements shall be identified on both the preliminary and final subdivision plats. The final subdivision plat shall contain a dedication for all right-of-ways and public easements. The Development Services Engineer shall establish required dedication language.
(C) Private utility easements. All easements proposed for dedication to a private utility company shall be identified on both the preliminary and final subdivision plats. The final subdivision plat shall contain an offer of dedication for all such easements to the appropriate utility company. Acceptance of such offers shall be the responsibility of the utility company.
(D) Vehicular non-access easement (VNAE). Vehicular non-access easements shall be shown on the subdivision plat. No driveway or vehicle gate shall be installed which would permit a vehicle to access or cross a vehicular non-access easement.
(E) Other easements. Other easements required by the General Plan, the Zoning Ordinance or the City Engineer shall be shown on both the preliminary and final subdivision plats.
(F) Prepare legal descriptions and sketches. For public right-of-way and easements not included in the final plat, prepare Exhibits "A" and "B" as follows:
(1) Exhibit "A." Prepare a legal description of each property on a separate sheet. A surveyor or engineer registered in the State of Arizona shall sign and date his or her fixed seal, and provide the City Engineering Department with Exhibit "A" on acid-free paper. See Figure 10-7.1 following this Article for a sample Exhibit "A."
(2) Exhibit "B." Prepare a sketch of each property on a separate sheet.
1. Property's legal description from title report;
2. Construction project name;
3. Project number;
4. Assessor's parcel numbers of all adjacent property;
5. Any plat information; and
6. Additional R/W required including sufficient dimensioning to provide a legal description.
(b) A surveyor or engineer registered in the State of Arizona shall sign and date his or her fixed seal, and provide the City Public Works Department with Exhibit "B" on acid-free paper. See Figure 10-7.2 following this Article for a sample Exhibit "B."
(3) Developer shall pay any recording fee(s) and right-of-way and/or easement acquisition costs.
(4) The city will:
(a) Prepare the warranty deed documents;
(b) Have the documents signed and notarized; and
(c) Have the documents recorded.
(Ord. 1282, § 7.3, passed 11-7-2006)
Assurance of construction shall be provided prior to the approval of the improvement plans.
(A) Assurance of construction options are as follows:
(1) Posting a 100% performance bond issued by an Arizona qualified surety (see Exhibit 10-7.1 following this Article);
(2) Establishing a cash trust; said funds to be deposited in a financial institution to the credit of the city;
(3) Posting with the city a certificate of deposit for 100% of the estimated cost issued by a banking institution authorized to issue same; or
(4) Filing with the city an executed letter of assurance or contract of guarantee between the city and a trust company, banking institution or other financial institution approved by the city and authorized to enter into such contracts (see Exhibit 10-7.2 following this Article).
(B) The amount of the security is to be based upon the cost estimate prepared by a registered professional civil engineer or licensed contractor in an amount to cover the complete installation of the improvements and requires concurrence by the Development Services Engineer.
(C) The security shall provide for its forfeiture to the city in the event that the improvements were started but not completed or not accepted by the city.
(Ord. 1282, § 7.4, passed 11-7-2006)
Portion of Lot 1 of C.A. Subdivision
Additional Right-of-Way Parcel #101-05-??
Owner of Record:
A portion of Lot 1 of the ABC Subdivision, according to the plat of record in the office of the County Recorder of Pinal County, Arizona, more particularly defined as follows:
Beginning at the North 1/4 Corner of Sec. 19, T1N, R8E, G&SRP&M, Pinal County, Arizona; thence S 0°05'W, a distance of 60' along the midsection line of said Sec. 19,
Thence N 89°55'W, a distance of 25' to a point in the West R/W line of Delaware Drive, being also the point of tangency of a right-of-way curvature line, being also a point in the East line of Lot 1 of the Pueblo Del Sol Subdivision and being the Point of Beginning;
thence S 0°05'W along said West R/W line of Delaware Drive and said East line of Lot 1, a distance of 3.00';
thence N 89°55'W, a distance of 5.00' to an angle point in the new R/W line and new property corner of said Lot 1;
thence N 37°57'49"W, a distance of 29.21' to a point in the existing southerly R/W line of Superstition Boulevard and a point in the North property line of said Lot 1, being 62.00 east of the Northwest corner of said Lot 1;
thence easterly along said North property line a distance of 3.00' to a point of curvature of a curve to the right;
thence southeasterly along said curve of radius 20', a curve length of 32.42' to the Point of Beginning, containing approximately 235.1 square feet more or less, and further defined on Exhibit "B," attached hereto, and made a part hereof.
(Ord. 1282, Figure 7.1, passed 11-7-2006)
(Ord. 1282, Figure 7.2, passed 11-7-2006)
WHEREAS, ("Principal") and a corporation organized and existing under the laws of the State of and duly authorized to transact surety business in the State of Arizona ("Surety") are held and firmly bound unto the City of Apache Junction, an Arizona municipal corporation ("Obligee") in the sum of lawful money of the United States of America, for the payment of which we bind ourselves, our heirs, successors and assigns jointly, severally, and firmly.
WHEREAS, Principal is required by Obligee to post a performance bond for curb, gutter, sidewalk, streetlights, paving, concrete, utilities, and all other off-site improvements required by the approved plans on file at Obligee's Development Services and Public Works Departments.
NOW, THEREFORE, IT IS AGREED that once construction has started, in the event the improvements in the above described project are not completed, as evidenced either by a lack of work on the improvements for a period of 60 calendar days, or improvements as constructed are not acceptable to Obligee's Engineer and not in compliance with Obligee's standards, and Principal refuses to make satisfactory corrections, then Obligee may, upon certified letter to Surety, draw upon the Performance Bond to the amount necessary to complete the improvements or make satisfactory corrections.
Should the condition of this bond be fully performed, this obligation shall become null and void; otherwise it shall be and remain in full force and effect.
Surety hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of this Agreement or the specifications accompanying the same shall in any manner affect its obligations on this bond, and it does hereby waive notice of any such change, extension, alteration or addition.
A 10% Warranty Bond of the total amount set forth in the Performance Bond or a continuance of the Performance Bond shall be required for a one 1-year Warranty Period, which starts at the final acceptance of the entire project by the City Engineer. In no event shall the Obligee be obligated to use Obligee's funds for any Public Improvements.
SIGNED, SEALED AND DATED THIS DAY OF , 20
Bank Seal * Surety Signature to be notarized
* Provide copy of Power of Attorney for Surety "Attorney-in-Fact"
(Ord. 1282, Exhibit 7.1, passed 11-7-2006)
Assurance for construction of improvements within the : (Project Name)
For the purpose of providing the Assurance of Construction of Improvements within the corporate areas of the City of Apache Junction ("City"), (Owner) (herein referred to as "Developer,") and (Institution) herein referred to as "Financial Institution," licensed to do business in Arizona, represent as follows:
1. Financial Institution is committed to provide an irrevocable line of credit or sufficient funds to Developer, to cover the entire cost of installing improvements, consisting of, but not limited to: utilities, paving, curbs, gutters, sidewalks, storm drainage, streetlights, irrigation, including engineering and inspection costs, and the cost of replacement or repairs of any of the above improvements which become damaged in the course of construction. Said credit or funds shall be in the aggregate amount of: ____________ ($____________) based upon a cost estimate submitted by Developer and approved by the City Engineer.
It is agreed that once construction has started, in the event the improvements in the above-described project are not completed as evidenced either by a lack of work on the improvements for a period of sixty (60) calendar days, or improvements as constructed are not acceptable to the City Engineer and not in compliance with City standards, and Developer refuses to make satisfactory corrections, then the City of Apache Junction may, upon certified letter to the Financial Institution, draw upon the line of credit in the amount necessary to complete the improvements or make satisfactory corrections.
Ten percent (10%) of the total amount set forth in said cost estimate must be retained for a 1-year Warranty Period, which starts at the final acceptance of the entire project by the City Engineer. In no event shall the City be obligated to use City funds for any Public Improvements.
This line of credit shall remain in force and effect until the improvements for said project have been completed and accepted by the Public Works Director or the City Engineer, or their designees, as evidenced by letter.
DEVELOPER State of __________ Subscribed and sworn to before me by __________________
County of ________ this _____ day of __________________________, 20____.
BY:____ _____________________ _______________________________________________________
Notary Public My commission expires
FINANCIAL INSTITUTION State of __________ Subscribed and sworn to before me by __________________
County of ________ this _____ day of __________________________, 20____.
TITLE: ______________________ Notary Public My commission expires
Approved By: State of Arizona Subscribed and sworn to before me by ___________________
CITY OF APACHE JUNCTION County of Pinal this ________ day of ___________________________, 20____.
TITLE: _____________________ Notary Public My commission expires
Approved as to form:
(Ord. 1282, Exhibit 7.2, passed 11-7-2006)
10-8-1 General information
10-8-2 Subdivision plats
(A) General comments. This chapter describes the city's requirements for preliminary and final plats for subdivisions and for maps dedicating land to the public and easements for public use.
(B) Completion of improvements. No occupancy of any structure built within the development will be authorized by the city until the infrastructure shown on the improvement plans have been completed and approved.
(Ord. 1282, § 8.1, passed 11-7-2006)
(A) Preliminary plats.
(1) General comments. A preliminary plat shows the approximate location of the street, water and sewer system, the approximate size and configuration of each lot and tract, and other information needed by the city to evaluate the proposed subdivision. Preliminary plats shall be in conformance with current Subdivision Regulations, set forth in Apache Junction City Code, Vol. II, Chapter 2.
(2) General requirements. Requirements for the plat may come from the city Zoning Ordinance requirements, specific zoning stipulations or city Subdivision Regulations. The applicant is responsible for meeting these requirements.
(3) Submittal guidelines.
(a) The maximum allowable drawing size is 24 by 36 inches.
(b) The maximum allowable scale is 1 inch = 100 feet. The scale shall be noted on each sheet.
(c) The subdivision's name shall be shown on the preliminary plat.
(d) A vicinity or site location map is needed.
(e) The subdivision's location as defined by its section, township, range and county shall be given. If the subdivision overlays a previously recorded plat, it shall be indicated on the plat with record references.
(f) Two separate survey ties to 2 section corners, or quarter-section corners are needed. The type of monumentation shall be defined.
(g) North arrows shall be shown on each sheet.
(h) The developer's name, address and phone number shall be shown on the cover sheet.
(i) The design professional's name, address and phone number shall be shown on the cover sheet.
(j) Each sheet of the preliminary plat shall be sealed and signed by the design professional registered in the State of Arizona who is preparing the plat.
(k) All elevations shown on the preliminary plat shall be referenced to an approved city benchmark. The benchmark number, description and elevation shall be shown.
(l) The total number of lots shall be shown on the cover sheet.
(m) The overhead utility lines on or adjacent to this site shall be undergrounded.
(n) The existing topography shall be shown by contours. Spot elevations are required when the subdivision's topography cannot be clearly defined by contours.
(o) All existing buildings and significant structures shall be shown. Any modifications shall be noted.
(p) All wells, washes, canals, irrigation laterals and ditches, lakes and other water features shall be shown on the preliminary plat. Any modifications shall also be noted.
(q) All retention areas shall be noted on the preliminary plat.
(r) All portions of the development within the FEMA 100-year flood zones shall be identified.
(s) Existing and proposed right-of-way widths shall be shown on the preliminary plat. In addition, proposed utility easements shall be shown.
(t) All existing easements or rights-of-way shall be shown and any abandonments shall be noted on the preliminary plat. An ALTA survey map shall be provided when available.
(u) The sizes and types of all existing utility lines within and adjacent to the subdivision shall be shown on the preliminary plat. Dimensional ties to street centerlines are required for all utility lines.
(v) Show all existing fire hydrants within 500 feet and streetlights within 200 feet of the site.
(x) Show all proposed water, sewer and streetlight improvements.
(y) City limit lines shall be shown when they are adjacent to or near the subdivision.
(z) The names of all subdivisions adjacent to the subject property shall be shown along with the recording information.
(aa) The subdivision's net and gross areas shall be shown on the cover sheet.
(bb) The existing zoning classification of the subject and adjacent properties shall be shown or noted.
(cc) Perimeter traverse data is required for the entire subdivision boundary. For tangents this consists of bearings and distances. For curves this consists of radii, delta angles and curve lengths. On non-tangent curves, show radial bearings.
(dd) Curvilinear back lot lines are discouraged. Every effort shall be made to avoid them.
(ee) The street layout shall be shown. This includes public streets, private streets and easements.
(ff) All street right-of-way widths and cross-sections shall comply with city standards unless exceptions are required or approved by the City Engineer.
(gg) Curve radius for all rights-of-way on bubbles, cul-de-sacs and for street monument line shall be shown on the plat.
(hh) Proper turnarounds are required at all dead-end streets and alleys.
(ii) Triangular corner cut-offs are required at all street and alley intersections.
(jj) Any proposed phasing shall be shown.
(kk) Half-street cross-sections shall be 24 feet to the face of curb minimum.
(ll) Provide lot numbers and tract and parcel labels.
(mm) Tracts and parcels that will be dedicated to the city shall be noted. The use shall also be noted along with their appropriate areas.
(nn) The storm drainage system shall comply with the standards presented in these Guidelines. Flow arrows shall be shown on all drainage areas, storm drains and for all flows in streets.
(oo) Submit a preliminary drainage report in accordance with this Chapter. Enough detail is required to demonstrate the layout feasibility.
(pp) Submit a current title report, preliminary title report, status of title or condition of title no older than 6 months. An update or owners' report to within 30 days of approval of the final plat will be required. Include Schedules A and B together with an ALTA survey.
(qq) A detailed infrastructure analysis is required and shall include traffic, water and wastewater.
(rr) Name changes to the development will only be allowed:
1. After verifying any name conflicts through the Arizona Department of Real Estate and providing the city with a copy; and
2. Prior to the preliminary plat approval by the City Council.
(ss) The basis of bearings given on the plat shall be shown with reference to appropriate record data and shall provide a legend and vicinity map. City limit line shall be shown, if applicable. The plat shall also show the gross area on the cover sheet.
(B) Final plats. The following requirements apply to the preparation and submission of a final plat for a subdivision.
(1) The final plat shall be submitted on 24- inch by 36-inch sheets.
(2) The minimum allowable scale is 1 inch = 100 feet.
(3) The minimum height of all text and lettering shall be 0.125 inch (1/8 inch) and shall be in full density black ink.
(4) Any index sheet is required when the plat contains more than 2 sheets. A key map shall show all tracts, parcels and lots by number or letter.
(5) The subdivision name shall be shown on the final plat.
(6) The name, address and registration number of the Arizona registered land surveyor preparing the plat shall be shown on the final plat.
(7) The subdivision location as defined by its section, township, range and county shall be shown on the final plat. This information shall also be included within the dedication statement. If the subdivision is located in part or in total over a previously recorded plat, make appropriate record reference in the heading on the title sheet and in the dedication statement.
(8) North arrows and scale shall be shown on each sheet.
(9) Separate survey ties to 2 section corners or quarter-section corners are required. The type of monumentation shall be defined.
(10) The subdivision boundary shall extend to the monument lines of adjacent streets.
(11) Perimeter traverse data is required for the entire subdivision boundary:
(a) For tangents, this consists of bearings and distances; and
(b) For curves, this consists of radii, delta angles, curve lengths, and radial bearings on non-tangent curves.
(12) Boundary closure calculations are required with error of closure.
(13) The "basis of bearings" note shall be shown on the plat with reference to appropriate recorded data.
(14) Street geometrics shall match those shown on the approved preliminary plat.
(15) Cul-de-sac and turnaround geometrics shall meet city and fire district requirements.
(16) Triangular corner cut-offs are required at all alley and street intersection corners.
(17) A vehicular non-access easement is required to be shown on the plat for streets abutting retention basins and for lots abutting perimeter street rights-of-way.
(18) All street centerline and property (lot) line survey data shall be shown consisting of bearings, distances, total block length, radii, delta angles and curve lengths.
(19) Provide a legend and vicinity map. City limit lines shall be shown if applicable.
(20) Show the gross area on the cover sheet. Tract and parcel areas shall also be shown on the cover sheet.
(21) All lots shall be numbered consecutively beginning with Lot No. 1. All tracts and parcels shall be lettered consecutively beginning with Tract or Parcel "A." Exception parcels shall be labeled and shall include the boundary traverse data and area.
(22) Tracts or parcels that will be dedicated to the city shall be noted. The use shall also be noted.
(23) The plat shall contain a description of lot, parcel and tract monumentation and when the monuments will be set.
(24) Curvilinear back lot lines are discouraged. Every effort shall be made to avoid them.
(25) The names of all adjacent subdivisions shall be shown with the corresponding recording data. Non-subdivided property shall be noted as such.
(26) All easements shall be shown on the final plat, i.e., drainage, utility, non-access easements and the like. The easements shall be specified within the dedication statement:
"Easements are dedicated for the purposes shown."
(27) All rights-of-way to be dedicated shall be shown and clearly noted. All rights-of-way which expand on existing dedicated rights-of-way shall be clearly defined and dimensioned and included in the subdivision boundary. The rights-of-way dedication shall also be mentioned in the dedication statement.
(28) All existing easements and rights-of-way shall be shown along with the Pinal County recording information. An ALTA survey map shall be provided.
(29) Easements to be abandoned shall include the following:
(a) A letter from the utility companies agreeing to the abandonment is required.
(b) A legal description and Pinal County recording information and limits of the abandonment is required.
(c) The following statement located above the Mayor's approval block is required on the final plat:
"By acceptance of this plat, the City of Apache Junction agrees to the vacation or abandonment of the easements described and shown hereon."
(30) Existing right-of-way to be abandoned shall include the following:
(a) The City Engineer shall approve the abandonment.
(b) The City Attorney shall approve as to form of the abandonment resolution.
(c) A filing fee and appraisal fee shall be paid.
(d) The abandonment shall be in accordance with the requirements and procedures of the Public Works Department.
(31) Phasing the final plat and improvement plans will be allowed only for large tracts greater than 40 acres and if approved by the Development Services Engineer.
(32) A 4 mil Mylar of the final plat shall also be submitted to the City Engineer before final approval.
(33) All easements shall be shown on the plat and shall include all drainage, utility, roadway, FPEs, shared access and non-access easements. The easements shall be specified within the dedication statement as: "Easements to be dedicated as shown on the Plat." Triangular corner cut-offs are required at all street intersection corners. Boundary closure calculations are required with error of closure.
(34) All tracts shall be identified and the proposed use of the tract will be described (i.e., landscape, open space, private access way). The area of each tract and lot will be denoted on the final plant.
(35) A current title report including Schedules A and B, ALTA survey and title policy requirements shall be submitted within 30 calendar days after final plat approval. This is necessary to verify ownership, any easements on the property affecting development, and in cases of right-of-way dedication, lienholders that need to sign the final plat.
(36) Detailed requirements and required certificates are contained in Vol. II, Article 2-2, Platting Procedures and Requirements.
(37) The name, address and registration number of the registered land surveyor preparing the final plat shall be shown on the final plat and the State of Arizona seal, signature and date provided.
(38) Add the following note to the final plat:
"The maintenance of landscaping within the public right-of-way to the back of curb shall be the responsibility of the homeowners' association or the abutting lot, tract or parcel owner."
(39) Add the following note to the final plat:
"Construction within utility easements shall be limited to utilities, fences and driveways."
(40) Add the following note to the final plat:
"No structures, earthwork or other construction will be carried out in drainage paths or retention basins as shown on the approved improvement plans and, except as may be approved by the Development Services Engineer, fencing will be limited to wire-strand or break-away sections that cannot impede water flow or collect debris which would impede water flow. Vegetation shall not be planted nor allowed to grow within drainage paths, easements or retention basins which would impede the flow of water."
(41) The dedication statement shall be signed by the owner and all holders of deeds of trust if lands being dedicated are encumbered. An acknowledgment statement by a notary public is also required.
(a) If the owner is a partnership, the Articles of Incorporation or a certified copy of a resolution by the Board of Directors authorizing the individuals signing the plat to act on its behalf is required.
(b) If a lienholder ratification is used for trust deed holders, the following form shall be used:
KNOW ALL MEN BY THESE PRESENTS:
THAT THE UNDERSIGNED AS BENEFICIARY OF THAT CERTAIN DEED OF TRUST RECORDED IN FEE NO. ______________________, RECORDS OF PINAL COUNTY, ARIZONA, HEREBY RATIFIES, AFFIRMS AND APPROVES THIS PLAT, THE DECLARATION OF RESTRICTIONS RECORDED CONCURRENTLY HEREWITH AND EACH AND EVERY DEDICATION CONTAINED HEREIN.
IN WITNESS WHEREOF, THE UNDERSIGNED HAVE SIGNED THEIR NAMES THIS ______________ DAY OF ____________, 20__.
[BENEFICIARY NAME AS SHOWN IN THE TITLE REPORT]
BY: ____________ ITS ________________
STATE OF ARIZONA )
COUNTY OF PINAL )
On this __________________day of _____________________, 20__, before me, the undersigned, personally appeared _________________________________________, who acknowledged himself/herself to be the person whose name is subscribed to the instrument within, and who executed the foregoing instrument for the purposes therein contained.
IN WITNESS WHEREOF, I have hereunto set my hand and official seal.
My Commission expires:
(42) Add the following certification to the final plat:
"This is to certify that this plat is a correct representation of all the exterior boundaries of land surveyed and the subdivision of it; That I have prepared the description of the land shown on the plat and I hereby certify to its correctness and that all lots are staked or will be staked and all monuments are set or will be set within 1 year after recordation.
SEAL AND SIGNATURE OF THE ARIZONA REGISTERED LAND SURVEYOR"
(43) All official seals and stamps affixed to the final plats shall be in black ink or as required by the Pinal County Recorder's Office.
(44) Add the following certification to the final plat:
"This final plat has been checked for conformance with the requirements of the Land Development Code and any other applicable ordinance and regulations and that assurances have been provided for improvements in the amount of $________________.
(45) Add the following certification to the final plat:
"Approved by the Council of the City of Apache Junction, Arizona this ______ day of ________________________, 20__. And the City Council accepts the rights-of-way dedicated herein on behalf of the Public. The Subdivider has provided a Certificate of Assured Water Supply as required by Arizona Revised Statues (ARS) § 45-576 or evidence that the area has been designated by the Arizona Department of Water Resources as having an assured water supply.
(46) Submit a current standard owner's policy preliminary title report not older than 6 months. The title report will have to be updated to within 30 days prior to final approval of the final plat.
(a) The legal description shall match the final plat boundary.
(b) All data shall be exclusive to the platted boundary of this subdivision to include all area to be dedicated.
(47) The engineer shall provide a cost estimate of all work within the public rights-of-way for the improvement assurance bond amount.
(48) The improvement plans shall be fully approved and the improvement assurance accepted prior to final plat approval.
(49) Add the following note to the final plat:
"All tracts not dedicated to the City of Apache Junction shall be improved in accordance with the approved plans and deeded to the Homeowners' Association after recordation of the plat."
(50) The following statement shall appear in the dedication statement:
"Tracts _______, ________ and _________, (include all applicable tracts) are not to be construed to be dedicated to the public or city, but are deeded to ___________________________________ Homeowners' Association for its use and enjoyment as more fully set forth in the Declaration of Covenants, Conditions and Restrictions and said Association shall be responsible for the maintenance thereof."
(51) The final plat shall provide private cross access easements for:
(a) Pedestrian access;
(b) Vehicular access; and
(52) Provide an improvement assurance bond in the amount that is determined by Development Services Department.
(53) Add the following statement to final plat:
"Maintenance of the drainage areas within the tracts and easements shall be the responsibility of the _________ Homeowners' Association. Should the Association not adequately maintain them, the governing entity having jurisdiction over the area in which the tract or the easement is located, at its discretion, may enter upon and maintain the drainage areas, and charge the Homeowners' Association the cost of the maintenance."
(54) Add the following statement to final plat:
It is agreed that all lots will be accurately staked and marked as described on the plat and a certification filed with Pinal County by a registered professional engineer or land surveyor certifying such lots are accurately staked and marked as described on the plat prior to the sale of any lots to the issuance of any building permits, whichever occurs first.
(C) Plats to be recorded (including amended plats).
(1) All the required improvement plans (water, sewer, paving, grading and the like) shall be approved by the city before the plat can be recorded.
(2) When the improvement plans have been approved, the plat shall be signed by the appropriate city officials to indicate the city's approval, and the city shall cause the plat to be recorded in the Pinal County Recorder's office.
(D) Amended plats. One of the 3 following methods shall be used to amend a recorded plat. The developer shall arrange an initial contact meeting to determine the method of amendment. Any replatting or amendment to plats may be subject to changes of ordinance, city codes or state statutes which may have occurred since the original plat, as determined by city staff.
(1) Return to the preliminary plat/final plat procedure (major changes). This method shall be used when there are proposed changes involving any of the following: Zoning, type of lot, number of lots (+/- 3 or more), tracts or common area facilities. Any change which substantially alters the original approved plat, as determined by city staff, shall require a preliminary plat and final plat procedure.
(2) Replat procedure (moderate changes). This method shall be used when there are proposed changes involving any of the following: Number of lots (+/- 1 or 2), lot lines (+/- 3 feet or more) of more than 3 lots, roadway alignment, abandonment of public rights-of-way, vacation of easement, rededication of easements or rights-of-way, third party involvement (e.g., lien holders, financial institutions, property owners' association). No preliminary plat is required with this procedure.
(3) Certificate of correction (minor changes). This method shall be used when there are 3 or fewer minor changes proposed involving any of the following: Lot lines (+/- 2 feet or less) of 1 or 2 lots, bearing or distance changes, minor corrections to language of dedication, notes, or legal description. Certificates of correction shall be prepared by the original plat engineer or surveyor.
(Ord. 1282, § 8.2, passed 11-7-2006)
10-9-1 As-built requirements
10-9-3 Minimum technical requirements
City construction permits will not be released nor any type of construction accepted until certified as-built plans have been submitted to and approved by the city.
(Ord. 1282, § 9.1, passed 11-7-2006)
(A) One set of as-built Mylar plans shall be submitted to the city for permanent record. The as-built Mylars shall be copies from the original Mylars that contain all the original signatures. The Mylar can be either mylar or photo Mylar (minimum size 22 inches by 34 inches, maximum size 24 inches by 36 inches, 4 mil double mat and be of a quality allowing scanning into electronic format. No vellum or paper copies will be accepted.
(B) If the project is developed in phases, as-built plans for each phase shall be submitted once the work is complete in that phase. Letters of completion and acceptance will not be issued until all items out of tolerance have been corrected and all final as-builts have been submitted and approved by the city.
(C) As-built plans shall be signed and sealed by a State of Arizona registered professional engineer or registered land surveyor with the "AS-BUILT CERTIFICATION" approval block (see Apache Junction Standard Detail AJ-10.4). The "AS-BUILT CERTIFICATION" approval block is only needed on the cover sheet.
(D) An electronic copy of the as-built drawings shall be submitted in either PDF or TIF format on a properly labeled CD.
(Ord. 1282, § 9.2, passed 11-7-2006)
(A) Paving as-built plans.
(1) Station for all grade breaks;
(2) Back of curb offset dimension and centerline station at all changes in alignment;
(3) Top of curb, gutter and pavement centerline elevations at all grade breaks, curb returns, valley gutters, plus any other location necessary to adequately show drainage; and
(4) Survey monuments – installation and accuracy certification.
(B) Storm drain as-built plans.
(1) Street centerline station and offset dimension to all structures and changes in alignment and/or changes in grade; and
(2) Top and invert elevations for all structures.
(C) Grading and drainage as-built plans.
(1) Elevations at all drainage control points (e.g., retention overflow point, tops and bottoms retention basins, drywall rims, valley gutters, curbs);
(2) Dimensions of all retention areas;
(3) Retention calculations revised to as-built condition;
(4) First floor or pad elevations; and
(5) Location of all existing structures (e.g., buildings).
(D) Water as-built plans.
(1) Apache Junction Water Company.
(a) Street centerline station and offset dimension to:
1. All fire hydrants and fittings (e.g., valves);
2. Main at all changes in alignment (horizontally and/or vertically); and
3. All horizontal control points (e.g., centerline intersects, PC, PT).
(b) Station and elevations given at all vertical alignment changes;
(c) Centerline station and offset to each service tap; size of tap and dimension to nearest side property line; and
(d) Note centerline station, offset and elevations to all changes in vertical alignment (e.g., dips, bends and the like) required to avoid conflicts with other utilities.
(2) Arizona Water Company. Per Arizona Water Company requirements.
(E) Sewer as-built plans. Per SMCFD requirements.
(F) Street light and traffic signal as-built plans.
(1) Station location and monument line off-set dimension for all street lights;
(2) J-box verification and location;
(3) Location of all traffic signal poles, cabinets, J-boxes and related conduits;
(4) Loop detector verification and location;
(5) Note any abandonment of existing conduits and facilities; and
(6) Verification and location of signage related to traffic signal.
(Ord. 1282, § 9.3, passed 11-7-2006)
10-A-1 General comments
10-A-4 Design guidelines
This Appendix 10-A describes the Engineering Design Guidelines for the special designated area known as the Downtown Area and the Central City District (CCD) zoning classification.
(Ord. 1282, Appendix A § 1, passed 11-7-2006)
The Downtown Area and its CCD zoning classification will be a mixed-use area that will include commercial and residential in a walking environment.
(Ord. 1282, Appendix A § 2, passed 11-7-2006)
The Downtown Area and its CCD zoning classification is shown on Apache Junction Standard Detail AJ-12.1.
(Ord. 1282, Appendix A § 3, passed 11-7-2006)
The Design Guidelines are as detailed in the City of Apache Junction's Commercial Design Guidelines.
(Ord. 1282, Appendix A § 4)
10-B-1 General comments
10-B-3 Design guidelines
This section describes the Engineering Design Guidelines for the special designated area known as the "Rural Area."
(Ord. 1282, Appendix B § 1, passed 11-7-2006)
The Rural Area is intended to have a rural character to it with no curb, gutter, sidewalk or street lights. The terrain and vegetation shall be minimally disturbed.
(Ord. 1282, Appendix B § 2, passed 11-7-2006)
(A) Street section and right-of-way requirements. See Apache Junction Standard Details AJ-20.6 through AJ-20.8 for the street section and right-of-way requirements for the Rural Area.
(B) Curb and gutter. No curb and gutter shall be constructed normally, but special circumstances may require some. The City Engineer will decide when curb and gutter and the type shall be required.
(C) Sidewalk. No sidewalk shall be constructed in the Rural Area.
(D) Street lights. No street lights shall be constructed in the Rural Area.
(E) Vertical profile of street. The vertical profile of a street in the Rural Area should have the proposed edges of pavement near the existing ground to reduce the need for constructed slopes and to facilitate overland drainage and/or existing wash crossings in dip-sections.
(F) Stormwater drainage. The stormwater drainage shall normally be conveyed across the Rural Area streets in a dip-section per MAG Standard Detail 552. The dip-section shall only be used where:
(1) The calculated Q100 drainage flow will be less than 12 inches maximum depth at the dip-section.
(2) The calculated Q100 drainage flow velocity at the dip-section shall not be detrimental to a vehicle crossing the dip-section.
(3) A dip-section needs to act as a spillway area for a larger drainage flow that will not be able to be conveyed totally under the street section (e.g., FEMA designated areas) when the depth or velocity is too great for a normal dip-section.
(Ord. 1282, Appendix B § 3, passed 11-7-2006)
10-C-1 General comments
10-C-4 Design guidelines
This section describes the Engineering Design Guidelines for the special designated area known as “Portalis.”
(Ord. 1282, Appendix C § 1, passed 11-7-2006)
Portalis is the area south of Baseline Avenue. This area will become the southern portion of Apache Junction and has great potential for large parks, waterways, trail systems and a good lifestyle.
(Ord. 1282, Appendix C § 2, passed 11-7-2006)
Portalis is shown on Apache Junction Standard Detail AJ-12.1.
(Ord. 1282, Appendix C § 3, passed 11-7-2006)
(A) Street section and right-of-way requirements.
(1) The principal arterial and parkway roadways are shown in the Portalis Master Street Plan prepared for Arizona State Land Department by URS. The streets are detailed in Apache Junction Standard Details AJ-20.4 and AJ-20.5 and include 10-foot meandering sidewalks and raised landscaped medians.
(2) The remaining street sections are detailed in Apache Junction Standard Details AJ-20.1 through AJ-20.4.
(B) Utility locations.
(1) No utilities shall be constructed under the pavement areas in the principal and parkway section streets except to cross intersections.
(2) The utility locations shall be:
(a) The sewer and water locations shall be on opposite sides of the roadway between the back of curb and sidewalk (see Standard Details AJ-20.9 and AJ-20.10).
(b) The other utilities (gas, telephone, cable TV and the like) shall be located between the sidewalk and right-of-way line (see Standard Details AJ-20.9 and AJ-20.10).
(C) Street lights. The street lights for the principal arterial and parkway street sections shall be double-masted and mounted in the median.
(D) Stormwater management.
(1) There are a number of large washes that traverse the Portalis including 2 FEMA “floodplain” designated washes (Weekes Wash and Siphon Draw). All streets crossing these washes will need to have a method of conveying the 100-year storm runoff under the streets.
(2) On-site area stormwater management will need to meet the requirements of this Engineering Design Guidelines and Policies, Vol. II, Article 10-4.
(3) A number of washes in the Portalis have been designated “Waters of the U.S.” and may require an Army Corps of Engineers “404 Permit” to develop within or adjacent to these designated washes.
(Ord. 1282, Appendix C § 4, passed 11-7-2006)
Apache Junction Standard Details
AJ-10.1 Typical Cover Sheet
AJ-10.2 Typical Approval Blocks
AJ-10.3 Typical Utility Notification Blocks
AJ-10.4 Typical "As-Built" Certification Block
AJ-11.1 Construction Note Call-out
AJ-12.1 Special Area Map
AJ-13.1 Open Trench/Open Pit/Utility Pole - Fencing/Barricade Detail
AJ-14.1 Lateral Sewer Crossing Water Main
AJ-20.1 Local Street Cross Sections
AJ-20.2 Collector Street Cross Section
AJ-20.3 Arterial Street Cross Sections
AJ-20.4 Principal Arterial Street Cross Sections - Portalis
AJ-20.5 Parkway Cross Section - Portalis
AJ-20.6 Local Street Cross Sections - Rural Area
AJ-20.7 Collector Street Cross Section - Rural Area
AJ-20.8 Arterial Street Cross Sections - Rural Area
AJ-20.9 Principal Arterial Utility Locations - Portalis
AJ-20.10 Parkway Utility Locations - Portalis
AJ-21.1 Partial Local Street Cross Section
AJ-21.2 Partial Collector Street Cross Section
AJ-21.3 Partial Arterial Street Cross Section
AJ-21.4 Partial Principal Arterial or Parkway Street Cross Section
AJ-22.1 Residential Sidewalk Ramps with Roll Curb
AJ-23.1 Residential Driveway Entrance - Roll Curb Only
AJ-24.1 Commercial, Industrial and Apartment Driveway Entrance
AJ-25.1 Median Bullet Nose Location
AJ-26.1 Sight Distance
AJ-27.1 Sight Visibility Triangles
AJ-28.1 Street Sign Installation
AJ-50.1 Access Barrier
AJ-50.2 Barrier Specifications Schedule
AJ-200M Backfill, Pavement and Surface Replacement
AJ-422M Sewer Manhole and Cover Frame Adjustment
AJ-533-1M Catch Basin Type "D" (Modified)
Apache Junction Water Company Standard Details
AJW-101 3/4-inch to 2-inch Water Meter Setting Detail
AJW-102 Combination Air-Release Valve Assembly 2 Inches and Smaller
AJW-103 Typical Main Dead-End Blowoff Assembly
AJW-106 Valve Box and Operator Extension Assembly
AJW-120 Bore Casing Detail