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2015 09.14 City Council Work Session Agenda
City of Apache Junction, Arizona Meeting location ; City Council Chambers at City Hall Agenda 300E Superstition Blvd g Apache Junction,AZ r r l 85119 City Council Work Session www ajcity net Ph (480)982-8002 Monday,September 14,2015 7.00 PM City Council Chambers A CALL TO ORDER B. ROLL CALL C. AGENDA ITEMS 1. Presentation by and discussion with Deputy Chief of Staff Danny Seiden from the External Affairs and Policy Development Office of the Governor's Executive Office on Governor Ducey's permanent land endowment trust fund proposal. 2. Discussion on procedure for annual board and commission appointments and reappointments for vacancies and expired terms Management Analyst Anna McCray will provide an update on the new online application and recruitment process 3. Presentation and discussion on proposed updates to the Engineering Standards and right-of-way encroachment permit 4. Presentation and discussion of proposed amendments to City Code Chapter 8 Business, Article 8-8 Licensing Requirements for Special Community and Private Events and Article 8-9 Sales Within Mobile Home Parks, RV Parks and Mobile Home Subdivisions 5. Presentation and discussion regarding draft Ordinance No 1420 adopting a use tax D. ADJOURNMENT Copies of this agenda and additional information regarding any of the items listed above may be obtained Monday through Thursdays, 7 00a—6 oop, excluding holidays, from the City Clerk's office located at 300 East Superstition Boulevard, Apache Junction, AZ The City of Apache Junction invites and welcomes people of all abilities to use our programs, sites and facilities Specific requests may be made by contacting the Human Resources Office at(480)474-2617 or TDD(480) 983-0095 City of Apache Junction,Arizona Page 1 Printed on 9/8/2015 ., City of Apache Junction, Arizona 300ESuperstition r rni Boulevard � *1'_; Agenda Item Cover Sheet Apache Junction AZ 85119 -,I Agenda Item No 1. File ID: 15-360 Sponsor John Insalaco Agenda Date. 9/14/2015 Index. In Control: City Council Work Session Presentation by and discussion with Deputy Chief of Staff Danny Seiden from the External Affairs and Policy Development Office of the Governor's Executive Office on Governor Ducey's permanent land endowment trust fund proposal Attachments• City of Apache Junction,Arizona Page 1 Printed on 9/8/2015 ,.16. 4--t2";440 Douglas A. Ducey Governor's Office of Lorenzo Romero Strategic Planning and Budgeting Governor 1700 West Washington,Suite 600,Phoenix.Arizona 85007 Director (602)542-5381 •FAX (602)542-0868 MEMORANDUM TO: Members of the 52'd Legislature FROM: Lorenzo Romero, Director RE: Permanent Land Endowment Trust Fund Proposal DATE: July 17, 2015 The Governor's Office of Strategic Planning and Budgeting(OSPB)would like to answer your recent questions regarding the Governor's proposal to provide over$2 billion in funding to K-12 education over ten years by using monies from the Permanent Land Endowment Trust Funds(PLETF). In June,OSPB provided financial projections on the proposal, including forecasts of the valuation of the PLETF, distributions to beneficiaries,and assumptions used to arrive at our conclusions After distributions,the valuation of the fund is expected to be$6 5B, an increase of approximately 25%from today's valuation of$5.2B. Subsequent to the Governor announcing the proposal,the Legislature's non-partisan Joint Legislative Budget Committee(JLBC) independently performed their own analysis and compared them to the Governor's projections, noting that they were comparable and plausible. While OSPB and JLBC have both performed analyses that demonstrate the feasibility of the proposal, while noting that 10 year forecasts are susceptible to change,our office would like to respond to some specific inquiries regarding the proposal Q: Does the land trust proposal satisfy the Enabling Act? .` A Yes. Arizona's Permanent Land Trust Funds exist primarily for the benefit of Arizona students, and, in 1999, Congress gave Arizona voters authority to set the rate of distributing monies from the fund to its beneficiaries. In 2012, for example,the voters decided to set an annual distribution of 2.5%for ten years The proposal furthers the purpose of the Enabling Act by allowing the voters to approve an increase in distributions for the benefit of students and teachers. Q: Does the proposal satisfy the Prudent Investor Rule? A Yes According to the Enabling Act and the Arizona Constitution, monies that are not yet distributed"shall be prudently invested" by the State Treasurer. This requires that the Treasurer exercise the discretion of a "prudent investor,"meaning that he cannot invest trust fund monies in high-risk investments. While this prudent investor requirement is a check on the Treasurer's discretion to make investments, it does not limit the voter's right to set pay-out distributions from the fund Q: Does this proposal make adjustments for inflation? A: No. The Governor's proposal will not alter current law with respect to inflation According to Article 10, §7 of the Arizona Constitution "the annual distribution from the permanent funds for fiscal years 2012-2013 through 2020-2021 shall be two and one-half per cent"The current formula for beneficiary distributions does not adjust the distributions for inflation Q: Does this proposal drain the principal balance of the fund,thereby limiting resources for future beneficiaries? A. No The market value of the PLETF is currently $5 2 billion Under the Governor's proposal,the market value of the PLETF at the end of FY 2026 projects to be$6 5 billion, a 25% increase in the value of the funds By FY 2030,the value of the fund will reach $8 2 billion and by FY 2040 the market value of the fund will be$14.2 billion With those fund balances in place, future generations will continue to benefit from the trust funds. Q: Are the growth assumptions used by OSPB reasonable in projecting growth in the PLETF? A Yes. The growth assumptions that OSPB used for their analysis was provided by the Arizona Treasurer's Office by way of reference to an Asset Allocation study prepared by Meketa,which can be found on the Treasurer's website http //www aztreasury.gov/investments/ According to the Meketa study,6 9%is a moderate average annual Rate of Return over the next 20 years for the PLETF, given an asset allocation of 60%equities and 40%fixed- return. Additionally, from FY 2000 to FY 2014,the average annual investment rate of return for the PLETF was 6.33%.This time period includes asset allocations that were not fixed to a constant mix of equity and fixed income products and includes one of the worst recessions since the Great Depression It's worth noting that when JLBC performed their analysis,they used a growth rate of 6.33%and their projected outcomes, including distribution and market value projections, were comparable to OSPB's over the ten year period. Q: Will the Governor's proposal change the current distribution formula by using the market value of the fund to determine distributions instead of just distributing fund earnings? A: No As noted previously,according to Article 10, §7 of the Arizona Constitution "the annual distribution from the permanent funds for fiscal years 2012-2013 through 2020- 2021 shall be two and one-half per cent of the average monthly market values of the fund for the immediately preceding five calendar years."The Governor's proposal is not 2 changing the use of the"average monthly market values of the fund"to calculate distributions to beneficiaries. In other words,the proposal uses market values to make distributions,which is not a departure from current law. Q: Will this proposal lead to litigation,therefore delaying payments to future beneficiaries? A. Very unlikely Section 28 of the Enabling Act expressly authorizes voters to decide how to make distributions from the PLETF. In addition to a legal review conducted by the Governor's Office, we have obtained legal opinions from two law firms concluding that this proposal conforms with applicable law Q: Does this proposal affect prop. 301? A No Proposition 301,which establishes a 60%sales tax for education, is unaffected by the Governor's Proposal to increase beneficiary distributions from the PLETF While Proposition 301 will expire by the end of calendar year 2020, it is up to the voters and the Legislature to decide whether to continue the Proposition 301 sales tax Q: Does this proposal provide new funding to K-12 education? A. Yes This proposal provides$2.2B in new funding to K-12 education over a ten year period, including$1.813 in the first five years(about$357M in new funding per year), without raising taxes. Q: Can we just sell more land to create an additional $2.2B in new funding to K-12 education over the next ten years? A No. Land sales would have to be approximately$18.5B over the next ten years, an average of$1.85B per year,to reach $2 2B in new funding to K-12 education over ten years. To put this in perspective,average land sales over the last ten fiscal years were $187M. While additional land sales above the average are obtainable,ten times the level of historical average sales may be unrealistic and may dilute the value of State Land. 3 p ✓ City of Apache Junction, Arizona 300BEoSuperstition Agenda Item Cover Sheet Apache Junction AZ 85119 4311 _ . py' Agenda Item No 2 File ID 15-347 Sponsor Kathy Connelly and Anna McCray Agenda Date• 9/14/2015 Index. Communication Outreach In Control- City Council Work Session Discussion on procedure for annual board and commission appointments and reappointments for vacancies and expired terms Management Analyst Anna McCray will provide an update on the new online application and recruitment process Attachments oak, City of Apache Junction,Arizona Page 1 Printed on 9/8/2015 r CITY OF APACHE JUNCTION BOARDS AND COMMISSIONS TERM EXPIRES ADDRESS HOME PHONE WORK PHONE BOARD OF ADJUSTMENT (3 year terms of office—city residents only) Todd Cousins 10-31-17 1040 W 19th Avenue 85120 982-1766 982-1766 toad526(a�hotmail corn Jesse Gage 10-31-15 839 N Vista 85119 602-291-6552 jessegage(ar)aol corn Andrew Whiteneck 10-31-17 1034 E Pima 85119 204-6947 platinumgrayahotmail.com Mike Weller 10-31-15 471 W 21st Avenue 85120 983-0632 983-5674 mwweller(r�davisp.com Chester Burgess 10-31-16 P 0 Box 3880 85117 (765)808-4466(cell) ciburgess(a�aatds.com John Dennis Booth 10-31-17 1401 W 13th Avenue 85120 371-7443 267-2194 John booth(@.mchsi.com Willie Howard 10-31-16 825 W 15th Lane 85120 288-6645 531-2472 Williehwrd825(@,cimail.com CONSTRUCTION CODE BOARD OF APPEALS (2 year terms of office—nonresidents allowed, but must be in sphere of influence) Professional Architect or Engineer: Michael Frank 10-31-16 1590 W Wells Fargo 85120 980-2475 Michaelareavisfallscontractinq corn General Contractor. (Vacancy) 10-31-15 Contractor other than General Contractor Dallas Dewey 10-31-16 2758 W McKellips 85120 982-4523 (cell)721-3471 dallasddewevyahoo corn John Ford 10-31-15 5484 E. 361h Avenue 85119 983-6776 983-6776 (no email address) Lay Person- Kenneth Wright 10-31-16 267 E. Saddle Butte 85119 288-6105 499-3680 ... ken(a�azwnghts corn Chester Burgess 10-31-15 116 S. Vista Road 85120 765-808-4466(cell) ciburqessaatds corn HEALTH AND HUMAN SERVICES COMMISSION (three year terms of office—nonresidents allowed, but must be in sphere of influence) Ed Barker 10-31-17 860 S Saguaro 85120 982-0634 982-6397 ebarkerainews corn Randy Mullen** 10-31-15 3248 S Chaparral 85119 671-9747 603-5922 rwmullen(&yahoo corn Judy Borey 10-31-16 461 W Apache Trail 85120 699-0569 (cell)239-0651 Judyborey(a�gmail corn Jodene Weeter* 10-31-15 1116 S Grand 85120 350-3079 (cell)270-9361 jensenweetera_cs corn Georgiana Elias 10-31-17 5359 E Broadway 85119 354-5158 321-4311 georgie nurse a(�,vahoo corn *Chairman **Vice Chairman Page 1 of 3 09/01/15 TERM EXPIRES ADDRESS HOME PHONE WORK PHONE INDUSTRIAL DEVELOPMENT AUTHORITY (six year terms of office—city residents only) Jane Jones-Denney 10-31-15 2084 W. 9th Avenue 85120 983-6247 436-3477(cell) linajjones(@.yahoo corn Jeff Struble 10-31-15 953 S. Warner 85120 694-5100 694-5100 Ieff(a�rhinodreams.corn Harvey Clark 10-31-16 1321 S Lawther Drive 85120 883-2666(fax) 203-841-7666 ibcamp08( yahoo.com Andrew Whiteneck 10-31-20 1034 E Pima 85119 204-2947 platinumgray(ahotmail corn (vacancy) 10-31-20 Luciano Buzzin 10-31-16 3355 S. Cortez#35 85119 374-4023 Lbuzzin(a�mchsi.com Rudolph Tameron 10-31-20 3899 S. Wickiup 85119 982-6890 516-3539 RGTameron(agmail corn LIBRARY BOARD (three year terms of office—city residents only) Randy Mullen 10-31-17 3248 S Chaparral Rd 85119 671-9747 603-5922 rwmullen(c�yahoo corn Robert Mayo 10-31-17 3700 S Ironwood Drive#124 85120 982-5698 (cell) 334-0761 Bmayo46490(a msn corn Todd Cousins* 10-31-15 1040 W 19th Avenue 85120 982-1766 626-833-1696 toad526(cr�hotmail corn Loretta Nielsen** 10-31-15 2540 W Hawks Eye Ave 85120 983-4199 (cell)602-400-6010 dopplebokatt net Theresa Nesser 10-31-16 1511 S Cactus Rd 85119 982-1403 truehart4(@yahoo corn Judy Borey 10-31-16 461 W. Apache Trail 85120 699-0569 239-0651 Judyborey(c�gmail.com Rhonda Jackson 10-31-16 P O Box 3963 85117 288-4031 apacheiunctionlack(@yahoo corn MUNICIPAL PROPERTY CORPORATION BOARD MEMBERS AND STATUTORY AGENT(FOR INFO. ONLY) (three year terms of office—city residents only) Jeff Struble 10-31-17 953 S Warner 85120 694-5100 694-5100 jeff(@fhinodreams.com Wayne Standage* 10-31-15 1920 E 20th Avenue 85119 982-1051 Email not for public use Michael Weller** 10-31-17 471 W 21st Avenue 85120 980-1685 983-5674 mwweller(a�davisp corn Ed Barker 10-31-16 860 S Saguaro 85120 982-0634 982-6397 ebarker(@ainews corn Jodene Weeter 10-31-16 1116 S Grand 85120 350-3079 (cell)270-9361 jensenweetercs corn Scott W Ruby do Gust Rosenfeld P L C 201 E Washington Street, Suite 800 Phoenix, AZ 85004-2327 Chairman **Vice Chairman Page 2 of 3 09/01/15 TERM EXPIRES ADDRESS HOME PHONE WORK PHONE PARKS AND RECREATION COMMISSION (three year terms of office—city residents only) Jesse Gage 10-31-17 839 N Vista 85119 602-291-6552 jessegage a(�aol corn Jennifer McGraw 10-31-15 1333 S Cactus Rd 85119 299-1454 947-3300X527 jmcgraw @..scrstaff corn Theresa Nesser* 10-31-15 1511 S Cactus Rd 85119 982-1403 truehart4yahoo corn Wayne Standage, Jr** 10-31-15 1920E 20th Avenue 85119 982-1051 Email not for public use Mona Barton 10-31-16 1264 S. Palo Verde 85120 671-1345 982-1110 x2314 russellbarton232(a�yahoo corn Judy Borey 10-31-16 461 W Apache Trail 85120 699-0569 239-0651 Judyborey(c�gmail.com Marit Runyon 10-31-17 403 E Osage 85119 983-0292 474-3964 mantrunyon(@.ornail.com PLANNING AND ZONING COMMISSION (three year terms of office—city residents only) Luciano Buzzin 10-31-17 3355 S Cortez Rd #35 85119 374-4023 Lbuzzin(c,mchsi corn Peter Heck 10-31-17 1390 N San Marcos 85120 254-8883 983-5047 rock3006(a�hotmail corn Pat Richmond 10-31-17 3080 W 16th Avenue 85120 982-0781 (no email address) Liza Kovach 10-31-15 2309 S San Marcos 85120 734-1485 474-5617 liza992000yahoo corn Colleen Hill** 10-31-16 1615 W Mockingbird St 85120 623-399-2994 colleenhill2009(a�hotmail corn Robert Schroeder 10-31-16 1961 E 36th Avenue 85119 671-0833 253-7297 Service3phasemech corn Theresa Nesser* 10-31-15 1511 S. Cactus Rd 85120 982-1403 truehart4(kyahoo.com PUBLIC SAFETY PERSONNEL RETIREMENT BOARD (four year terms of office—city residents only) Mayor Insalaco* 1-1-17 300 E. Superstition Blvd 85119 982-8002 Carl Halpenn 10-31-18 (Police Department Rep) Clyde Allison 10-31-16 (Police Department Rep.) Jodene Weeter 10-31-18 1116 S Grand 85120 350-3079 (cell)270-9361 iensenweeter a(�.cs corn Tom James 10-31-16 P O Box 8564 85178 288-2716 chiefandlolly(a�msn.com SUPERSTITION MOUNTAINS COMMUNITY FACILITIES DISTRICT NO 1 (six year terms of office—must be property owner of no more than 40 acres Kathleen Waldron 7-7-2020 P 0 Box 4284 85178 Patricia Richmond 7-7-2016 3080 W 16th Avenue 85120 982-0781 Anthony Bowler 7-7-2016 1124 W. 3rd Avenue 85120 710-1150 710-1150 Steven McDaniel 7-7-2016 1666 S Lawson Drive 85120 602-796-1629 789-2753 Jeff Struble 7-7-2020 953 S Warner 85120 694-5100 694-5100 *Chairman **Vice Chairman Page 3 of 3 09/01/15 /1111. ... NEWS RELEASE For More Information Contact: Anna McCray Management Analyst— City Manager's Office r:\1; (480) 474-5406 11 amccray@aJcrty.net �: ��,,t FOR IMMEDIATE RELEASE City of Apache Junction Accepting Applications for Board & Commission Vacancies Citizens who want to be more involved and contribute to the community are sought for board and commission positions Apache Junction, Arizona . ... . . ...... August 28, 20l 5 The City of Apache Junction is seeking applicants for various boards and commissions Serving on a board or commission provides an opportunity to work closely with other citizens and the city council to help make decisions about the future of the city Board and commission members are appointed by council after submission of an application and council interview during a work session meeting. Appointments are unpaid and serve a fixed term(terms vary by board and commission). The following is a list of current vacancies: • Board of Adjustment—two positions • Construction Code Board of Appeals—three positions • Health and Human Services Commission—two positions • Industrial Development Authority—two positions • Library Board—two positions • Municipal Property Corporation Board—one position • Parks and Recreation Commission—three positions • Planning and Zoning Commission—two positions (continued on second page) All appointments require residency within the City of Apache Junction with the exception of the Construction Code Board of Appeals and the Health and Human Services Commission. While it is helpful if you have some experience or knowledge about the board or commission on which you wish to serve, the desire to contribute your talents, ideas and opinions to enhance the community is most important. Time commitments vary based on the specific appointment; some meet monthly while others meet on an as needed basis Applications must be received by Wednesday, September 30. Candidates will be interviewed at an October work session meeting. Applications and additional information is available online at www.ajcity.net/boards For more information, please contact Anna McCray, Management Analyst, at(480) 474-5406 or amccrav@ajcltv.net. # ## Alba NEWS RELEASE For More Information Contact: _ Anna McCray Management Analyst— City Manager's Office (480) 474-5406 amccray@ajcity net 4:, A,, 1 FOR IMMEDIATE RELEASE The City of Apache Junction Launches Online Boards and Commissions Application Tool Apache Junction, Arizona..... .. . . . August 28, 2015 Beginning on Tuesday, September 1, individuals interested in applying for a position on a board and/or commission with the City of Apache Junction will be able to complete applications online The City of Apache Junction is excited to announce a new module to improve the application process for board and commission applicants through partnership with Granicus The new software streamlines the application process Instead of applying for a single board or commission, applicants can now submit a single application for multiple boards and commissions electronically Through the technology, the city clerk's office and other applicable departments will be able to access applicant records online to expedite the filling of vacancies and streamline the selection process It also allows the city clerk's office to maintain the city's board and commission rosters in a centralized place With the new system, administrative work will be automated and the paper volume with the current processes will be reduced. All new applicants as well as current city board and commission members whose terms are expiring must submit a new application. Interested applicants that do not have access to a computer can apply online at the Apache Junction Public Library located at 1177 North Idaho. For more information, please contact Anna McCray, Management Analyst, at (480)474-5406. # ## f y' City of Apache Junction, Arizona 300E Superstition Boulevard c; Agenda Item Cover Sheet Apache Junction,AZ 85119 11/40. Agenda Item No.3. "t1• File ID: 15-342 Sponsor. Emile Schmid Agenda Date 9/14/2015 Index In Control. City Council Work Session Presentation and discussion on proposed updates to the Engineering Standards and right-of-way encroachment permit Attachments City of Apache Junction,Arizona Page 1 Printed on 9/8/2015 ACHE �ti P y Public Works Department et4e, 9#77eAeve:ffajeead;emv Home of the Superstition Mountains 4161zON September 2, 2015 Memorandum to: Honorable Mayor and Members of the Council Through. Bryant Powell, City Manager Giao Pham P.E., Director of Public Works From. Emile Schmid P E , City Engineer Regarding: Updates to the City's Engineering Standards and right-of-way encroachment permit The current Engineering Guidelines have been in place since 2006. Since then staff has recognized the need to modify and update portions of the guidelines to make them more consistent with processes in surrounding agencies, and to correct some inconsistencies. Staff also recognized the need to review and update the current right-of-way encroachment permit fees to be able to cover staff time involved in administering the permits, and to be more in line with surrounding communities. Staff wishes to discuss the modifications and changes underway prior to finalizing the new 2015 Engineering Standards and right-of-way encroachment permit 575 E Baseline Avenue, Apache Junction, Arizona 85119 Tel (480) 982-1055 • FAX (480) 982-8005 ON ON CHAPTER 13.PUBLIC WORKS Article 13-1. GENERAL PROVISIONS 13-2. STREETS AND SIDEWALKS 13-3. ENCROACHMENT PERMITS ARTICLE 13-1: GENERAL PROVISIONS [RESERVED] ARTICLE 13-2: STREETS AND SIDEWALKS Section 13-2-1 Reserved 13-2-2 Definitions 13-2-3 Street improvements 13-2-4 Roadway abandonments and right-of-way easement 13-2-5 Assignment of street names and parcel addresses 13-2-6 Improvement of streets prior to development of adjacent property 13-2-7 Street financing policy for improvement districts § 13-2-1 RESERVED. This section has been reserved for future legislation (Prior Code, § 13-2-1) § 13-2-2 DEFINITIONS. For the purpose of this article,the following definitions shall apply unless the context clearly indicates or requires a different meaning ABANDON,ABANDONING,ABANDONMENT. Any one of the methods as set forth in this article whereby the Council may dispose of streets or portions of streets no longer necessary for public use as streets ABUTTING Two or more lots or parcels of land sharing a common boundary line CITY. City of Apache Junction,a municipal corporation COST. The actual cost of (1) Right-of-way acquisition; (2) Construction of the public street improvements as determined by the construction contract price or by actual costs if work was not performed under contract, (3) Inspection,testing and permit fees, (4) Engineering fees required for the preparation of plans and specifications;or (5) Other incidental fees required to complete the improvements /1 COUNCIL. The Council of the City of Apache Junction. DEVELOPMENT. Construction of residential,commercial or industrial projects or major additions or alterations to existing structures and includes new buildings or structures on property having existing buildings or structures situated thereon When such property is zoned for agricultural or single-family residential use at the time of assessment,subsequent eiN DEVELOPMENT shall require a change of use or purpose(construction of buildings or structures on vacant,undeveloped property is considered a change of use of purpose) EASEMENT. An interest in a defined area of land granted to or owned by another that entitles its holder to specific limited uses or purposes. EXTINGUISHMENT. The term in which the roadway portion of a federally preteeted- patented easement is relinquished to the owner of the underlying property resulting in elimination of the public's nght to use in perpetuity The utility portion of the federal patent easement remains in place unless the underlying_property owner pursues easement relinquishment from all public utility providers that have an interest in the easement. GRANTEE. Recipient of the interest conveyed by the grantor OWNER. The person who has the right to possess and use real property to the exclusion of others PERSON. Any individual,corporation,partnership,company,firm,association and any other form of multiple organization who may carry on business,foreign or domestic,or their successors or assigns,or the agent of any of the aforesaid. PROPERTY OWNER. The individual,corporation,partnership,trust or other legal entity that owns property adjacent to the street right-of-way RIGHT-OF-WA Y. Land which by deed,conveyance,agreement,easement,dedication,usage or process of law is reserved for or dedicated to the general public for street,highway,alley,public utility,pedestrian walkway,bikeway,drainage or other purposes erN ROADWAY All or part of any platted or designed public street,highway,alley,lane,parkway, avenue,road,sidewalk,public utility easement or other public way,whether or not it has been used as such STREETS. The full width of the right-of-way,easements or federally patented easements and any road,street,highway,alley,land or pedestrian walkway used by or for the general public, whether or not the road,street,highway,alley,land or pedestrian right-of-way has been improved or accepted for maintenance by the city (Prior Code,§ 13-2-2) § 13-2-3 STREET IMPROVEMENTS. (A) The"street classification plan" is hereby adopted and amended in a manner and form annexed hereto and made a part of this article by reference,the plan to be kept on file in the office „dewof the City Clerk (B) It shall be a condition precedent to the issuance of a building permit for new construction within the city that the required street improvements be made as set forth in the City of Apache Junction Development Guide This provision,however,shall not be applicable to the construction or installation of individual,single family construction on individual lots which are in existence at the time of passage of this division and division(C)below or which are subsequently created without the necessity of an applicant to comply with city and state subdivision requirements. (C) (1) The Director of Public Works may postpone the installation of required off-site improvements provided the applicant enters into an agreement to install improvements by a specific date and/or in conjunction with projects being constructed by the city,state,county or other developers in the vicinity (2) In granting the postponement,the Director of Public Works may require other interim improvements as deemed necessary for public safety,drainage,maintenance or other purposes (3) Factors which the Director of Public Works shall consider in determining whether or not improvements shall be postponed include (a) Inability to establish grade or center at the time of application, (b) The subject improvement would be less than '/2 block or 150 feet in length,and (c) Other pending improvements as a street improvement district or major utility work which would make the subject improvement impractical at the time of application for building permit (4) Should the Director of Public Works deny a request for postponement of off-site improvements,the applicant may appeal the denial as follows (a) Applicant shall submit a written letter to the Department of Public Works asking that the Council review the decision, (b) The Director of Public Works may refer the matter to the Development coordination committee for review and recommendation;and Comment[ES1]:DSD?Or is there actually a defined committee?Term not included in definitions section. (c) The Director of Public Works and the development coordination committee shall submit recommendations to the Council for action (D) All street improvements shall be constructed in accordance with the current edition of the Maricopa Association of Governments standard details and specifications,I1979 Cdition which {Comment[ES2]:1979?Really? Pik P1 standard details and specifications shall be the standards of design and construction for the city, provided however,that the Director of Public Works may revise,delete or add standard details and specifications by supplement and addendum as may be required (Pnor Code,§ 13-2-3) §13-2-4 ROADWAY ABANDONMENTS AND RIGHT-OF-WAY EASEMENT. (A) Disposition of unnecessary public roadway Upon recommendation from the Public Works BireeterDlrector of Public Works,the Council may dispose of unnecessary public roadway either by sale,vacation,exchange abandonment or extinguishment of such roadway in accordance with the requirements of A R S Title 28,Chapter 20,Article 8 (B) Allocation of vacated roadway The following shall be the order and method for determining allocation of vacated property (1) In the event that the width of a roadway is to be vacated,the order of obtaining the nght to title shall be (a) First,the owner of the land abutting the vacated roadway to the same extent that the land included within the roadway,at the time the roadway was acquired for public use,was a part of the subdivided land or was part of the adjacent land, (b) Second,owners on the opposite side of the roadway from the owner m division(1)(a) above,for any or all the portion not desired by the division(1)(a)owner,and (c) Third,the person making to the Council the best offer,provided that the offer meets at least the minimum requirements as established by the Council (2) In the event that less than the entire width is vacated,title to the vacated portion shall vest in the owners of the land where and to the degree the land is abutting the vacated portion (3) In the event that a roadway bounded by straight lines is vacated,title to the vacated emIN roadway shall vest in the owners of the abutting land,each abutting owner taking to the center of the roadway,except as provided m divisions(B)(1)and(2)above.In the event that the boundary lines of abutting lands do not intersect the roadways at a nght angle,the land included within the roadway shall vest as provided in division(B)(4)below (4) In all instances not specifically provided for,title to the vacated roadway shall vest in the owners of the abutting land,each abutting owner taking that portion of the vacated roadway to which his land,or any part thereof,is nearest in proximity (5) No portion of a roadway upon vacation shall accrue to an abutting roadway (C) Access to public road No roadway shall be vacated so as to leave any land adjoining the roadway without an established public road connecting the lands with another public roadway (D) Reservation of easements Right-of-way easements for any one or all of existing sewer,gas, water or similar pipelines and appurtenances and for canals,laterals or ditches and appurtenances and for electric,telephone and similar lines and appurtenances shall continue as they existed pnor to the disposal or abandonment of the public roadway (E) Resolution of disposition, effective when recorded (1) A Council resolution disposing of a roadway or portion thereof or applying such roadway to another public use shall describe the roadway and set forth its disposition or use (2) The resolution shall take effect when it is recorded in the office of the County Recorder of the county within which the roadway or portion thereof is located (F) Extinguishment of easements If the city owns no title to a roadway but holds right-of-way easements,only the easements may be extinguished by resolution of the Council (G) Abandonment of roadways or right-of-way easements, application and-filing, generally. Any person desiring to have any roadway abandoned or right-of-way easement extinguished shall make application for the same on forms approved by and filed with the Department of Public Works In addition to the application and associated fees,the applicant shall submit a complete, current title report showmg the nature of the easement or right-of-way interest or other ownership interest,including but not limited to any and all existing hens,mortgages or other encumbrances If deemed essential by the eCity eEngineer,an appraisal to determine the value of the targeted property,or the estimated value of the property proposed for exchange,shall be obtained by the eCity eEngineer at the applicant's sole expense (H) Roadway abandonment and right-of-way easement extinguishments, application-and filing processing fee A non-refundable application fee,as established m the Apache Junction City Code Chapter 4,Fees,must be submitted with any application for abandonment of roadways or nght-of-way easement extinguishments A nonrefundable application fee will be assessed to the benefiting property owner to provide for city administrative costs except that the fee shall be lower where the benefiting property consists solely of developed residential property However,no fee shall be charged when the application for abandonment is initiated by the city (I) Abandonment of roadways and extinguishment of right-of-way easements,- required reports (1) Upon application for abandonment of roadways or right-of-way easements to the Director of Public Works,the Director shall submit copies of the application,and all appropriate attachments thereto,to the Director of Development Services,the Director of Public Safety and the eCity eEngineer (2) The Director of Public Works shall also submit copies of the application and all attachments to all public utility providers,who shall have la minimum of 30 calendar days Ito Comment[ES3]'Do we need to change this? the past we have given 60 days,in recent applications less than that. /'N /'\ comme nt on the roadway abandonment or right-of-way extinguishment (3) No abandonment or extinguishment may be finalized by Council unless recommendations from all utility providers have been solicited and such providers either had no objection or otherwise failed to respond after Irepeated iattempts to contact were ignored. - Comment[ES4]:Define number for"repeate twice?Three times?Within a certain tiny0°114pd (Prior Code,§ 13-2-4) §13-2-5 ASSIGNMENTS OF STREET NAMES AND PARCEL ADDRESSES. (A) The streets and alignments of streets appearing on the map entitled"official street naming map of Apache Junction,Arizona,"incorporated herein,shall be the official street names for streets within the City of Apache Junction,either as existing on February 4, 1981 or upon becoming public streets of Apache Junction (B) When there is a change in part or all of a street name,property owners shall be given 12 months from the effective date of the change to correct their mailing address (C) (1) Future requests for street names shall be initially reviewed by the Planning and Zoning Commission of the City of Apache Junction,Arizona,and the Apache Junction,Arizona,United States Post Office,who shall submit their recommendations to the council for action (2) No future streets shall be named except by ordinance of the Council (D) The Zoning Administrator shall maintain an address map,and assign addresses to various parcels of land within the city according to rules and regulations of the Department of Public Works,as may from time to time be amended (Prior Code,§ 13-2-5) §13-2-6 IMPROVEMENT OF STREETS PRIOR TO DEVELOPMENT OF ADJACENT PROPERTY. raN (A) Street improvements, assessment policy (1) The Council may determine that certain streets within the city shall be constructed or improved prior to development of the property adjacent to the streets in accordance with A.R.S. Title 48,Chapter 4 as heretofore and hereafter amended or as hereafter provided by this article (2) If deemed necessary,the Council may order the streets constructed or improved at city expense The expense shall be assessed against the adjoinmg property subject to the following. (a) The assessment of adjoining property for streets shall not exceed the cost of improving more than'/Z of the street width; (b) Any parcel of land,which at the time of assessment is used for single-family residential use,shall not be assessedgreater than'/z the costs of a residential street,and (c) The assessment of property for all related work shall not exceed the actual costs incurred ellS by the city prior to and at the time of construction. (B) Street improvements, assessment procedure (1) The Council,at apublic hearing,shall determine the necessityof street improvements if g P the cost thereof is to be assessed against adjacent property Notice of the hearing shall be given to the property owners who would be assessed for the costs of the improvements by regular mail no less than 10 days prior to the date of the hearing.Notice of hearing shall contain (a) A description of the proposed street improvements, (b) The estimated cost for each affected parcel of property,and (c) The date,time and place that the Council shall consider the necessity of improvements and adoption of a resolution of intention.Notice shall also be published in a newspaper of general circulation,published or circulated in the city and,in addition,shall conspicuously be posted along the line of the proposed improvements at least 10 days prior to the hearing (2) The property owners and any other persons directly interested m the work or m the assessment may,pnor to the time fixed for the hearing,file in the office of the City Clerk a written objection briefly specifying the grounds for objection (3) At the public hearing,the governing body shall hear and pass upon any objections to the proposed improvements and its decision shall be final and conclusive It may modify the extent of the proposed improvements and proceed without the necessity for republishing,repostmg and remailing new notices (4) At the conclusion of the hearing,the council may pass its resolution of intention directing that plans,specifications and estimates of the cost and expenses of the proposed improvements be prepared (5) Upon completion of construction and finalization of the project,the Council shall by resolution at a public hearing determine the final cost of the improvements and assess against the properties adjacent to the street improvement the total amount of the costs and expenses for the work Notice of this public hearing shall be given to the property owners who would be assessed for the costs of improvements,by regular mail at least 10 days prior to the date of the hearing This notice shall contain (a) A description of the street improvements,and (b) The amount of the proposed assessment for each affected parcel of property (6) The property owners and any other persons directly interested m the work or in the assessment who have any objection to the legality of the assessment or to any of the previous proceedings connected therewith,or who claim that the work has not been performed according to the contract,may,prior to the time fixed for the hearing,file in the office of the City Clerk a written notice briefly specifying the grounds for objection At the time fixed for the hearing or at any time thereafter to which the hearing may be postponed,the Council shall hear and rule upon the objections.The decision of the Council shall be final and conclusive as to all errors, informalities and irregularities which the Council might have remedied or avoided at any time during the progress of the proceedings (7) The Council's resolution shall provide that any assessments remammg unpaid shall be paid prior to or at the time of rezoning or development of the assessed property (8) The resolution declaring the assessment and describing the properties against which the assessments are imposed shall be recorded in the office of the Pinal County Recorder When so recorded the amount so assessed shall be a hen upon the properties until the assessments are paid. (9) When it is necessary to improve a full street and sufficient right-of-way is not available, the city may obtain necessary right-of-way by rezoning,building permit,street abandonment, donation,acquisition or condemnation Any costs incurred by the city to obtain right-of-way shall be assessed to that respective parcel. (C) Manner of collecting unpaid assessments at time of rezoning or development At the time of rezonmg or development of the property,the applicant shall pay the assessment as previously determined by the city pnor to the city's processing of a rezoning application or issuance of a building permit.Should the rezonmg application or building permit not be approved or issued,the payment shall be returned to the applicant whereupon the process may be repeated until the property is rezoned or developed and the assessment paid (Pnor Code,§ 13-2-6) §13-2-7 STREET FINANCING POLICY FOR IMPROVEMENTS DISTRICTS ARS (A) Improvements in general (1) The cost of all street and related improvements including but not limited to paving,storm drains,utility installations,landscaping,signalization and hghtmg located m or adjacent to new projects or areas to be developed or redeveloped,shall be the full responsibility of the owner of such an area to be developed or redeveloped Construction of such improvements shall meet applicable standards of the city (2) If approved by the city,the improvements may be constructed as part of an improvement district in accordance with division(B)below. (B) Improvement districts If the improvements required by division(A)above are constructed as part of an improvement district,the provisions of this section shall apply (1) Except as provided in divisions(B)(2),(3)and(4)below,property in an improvement district shall be assessed for all the street and related improvements constructed pursuant to the improvement district and shall be assessed m accordance with the method of assessment adopted by the council for the cost of the improvements (2) Except in an improvement district created primarily to benefit existing single-family residential uses,an existing single-family residential use may receive a credit for the street and related improvements equal to its assessment as determined by the assessment method for the improvement district If the existing single-family residential use changes to use other than single-family residential use,then upon rezoning or upon development(defined as issuance of a building permit for a use other than a single-family residential use on the property)the credit shall be extinguished and any amount credited for the construction of the improvements by the improvement district shall be paid to the city No zoning change shall be approved nor building permit be issued for the property related to a change of use from a single-family residential use until the amount of the credit is paid (3) A single-family residential use existing at the time of the adoption of a resolution of intention to create the improvement district may be included in the improvement district If included m the district and if the district is not created primarily to benefit existing single-family residential uses,the owner of the property shall either (a) Pay the assessments associated with that property,or (b) Enter into an agreement with the city which provides the terms and conditions under which the city will pay the cost(assessments)of the improvements and property owner repays those costs(assessments)upon a zoning change,development of the property(defined as issuance of a building permit for a use other than a single-family residential use),or sale of any of the property (4) The assessments for street and related improvements in a subdivision may be paid by the eiliS subdivider of the subdivision rather than the purchaser of the lots from the subdivider if the subdivider enters into a contract with the city for the payment of the assessments.The contract shall be recorded in the office of the Pinal County Recorder. (Prior Code,§ 13-2-7) i ^ ARTICLE 13-3: ENCROACHMENT PERMITS Section 13-3-1 Permits 13-3-2 Inspections 13-3-3 Fee schedule t^ 13-3-4 Unauthorized work 13-3-5 Control of work 13-3-6 Emergency repair 13-3-7 Construction standards 13-3-8 Assurance of construction 13-3-9 Liability and property insurance 13-3-10 Exemptions 13-3-11 Suspension and revocation 13-3-12 Notice of hearing and appeal 13-3-13 Penalties §13-3-1 PERMITS. (A) All applications for permits shall be in writing on a form as provided by the city Applications shall be submitted at least 3 working days prior to start of construction and shall, unless waived by the Director of Public Works,hereinafter throughout this article referred to as "Director of Public Works"collectively,be accompanied by 3 copies of a drawing,map,diagram or similar exhibit of a size and sufficient to clearly illustrate the location,dimension,motive, method and purpose of the proposed work Applicants for the permits may be either an owner or contractor;however,the work may be performed only by (1) A contractor, (2) Utility company, (3) Governmental agency,or emN (4) Resident owner of residential property where the property owner proposes to do the work If the improvement to be constructed under the permit is not to become the property of the city and if the applicant is someone other than the owner,the owner shall also sign the permit form indicating agreement to the conditions of the permit (B) Permits shall be issued only to the person,corporation,political subdivision or other entity making application,and therefore may not be assigned to another person,corporation,political subdivision or entity by the permittee.If the permittee assigns the permit to another,the permit shall become void (C) If the Director of Public Works finds. (1) That a proposed encroachment will not be detrimental to the health,safety or welfare of the community or the surrounding property, (2) Will not be detrimental to the condition of any public road,street,alley,federally patented easement or right-of-way of any public street,alley or way not a state highway located within the municipality,and (3) When completed will not mterfere with access to any public place,the Director may issue the permit If the proposed encroachment does not meet each of the requirements of the preceding sentence,the Director may impose such special conditions to the permit in addition any decision of the Director of Public Works hereunder may appeal the decision in accordance with the provisions of Vol.I,§ 13-3-12(B).In the event of any appeal,no permit will be issued while the appeal is pending (D) Conditions to a permit shall include those contained in the current edition of the Maricopa Association of Governments Uniform Standard Details for Public Works Construction,j1-99.2-[ % Comment[ES5]'1992?Really?Compare to Mitten-and as hereafter may be amended,and/or the current edition of the Maricopa Association of 1979 above... ed Governments Uniform Specifications for Public Works Construction, 1992 edition and as hereafter may be amended,and/or the City of Apache Junction Engineering Guidel nes-and- RegulattennStandards,as amended,as the Director of Public Works may deem applicable to the proposed encroachment Additional requirements may be added to a permit in accordance with the provisions of division(C)above.Any applicant who disagrees with any decision of the Public Workks Dir eteFDirector of Public Works hereunder may appeal the decision in accordance with the provisions of Vol I,§ 13-3-12(B) In the event of an appeal,no permit will be issued while the appeal is pending Work pursuant to a permit must be completed within the time indicated on the permit,which shall not exceed 12 months If work is not completed within the allotted time,the permit shall be Icanceled1.If a permit is canceled and the applicant or r Comment[ES6]:Do we have a provision for contractor desires to complete the work,a new permit must be obtained for such remaining work permit extensions? (E) New pavement construction,pavement overlay or pavement reconstruction on newly paved streets may not be cut for 3 years after their initial completion,subject to the exceptions set forth below.Underground utility work will be permitted during the three year period but an underground bore must first be performed If boring is not an option and connections cannot be made at an alternate location,then open cuts of newly paved streets may be permitted upon I approval of the Director of Public Works If the Puc Wovs bli DtreeterDirector of Public Works approves in writing excavation on newly paved arterial,section line and mid-section line streets,the following criteria must be fully met. (1) A I1-sack'slurry backfill will be required for all trenches unless otherwise approved in _ Comment[ES7]:Half-sack instead? writing by the Director of Public Works, (2) The base asphalt shall be T-Top according to the Apache Junction Standard Detail 200M-AJ extending 12 inches beyond the undisturbed trench walls, (3) The entire roadway width(lip of gutter to lip of gutter)shall be chip sealed per MAG Section 330 for a minimum width of 10 feet on both sides of the trench centerline for which trenches extend beyond the road centerlme The roadway shall be chip sealed per MAG Section 330 for a minimum width of 10 feet on both sides of the trench centerline,from the hp of the gutter to the roadway centerline for trenches which do not cross the roadway centerline Slurry seal,per MAG Section 332,may be substituted for chip seal only with written permission of the Director of Public Works; em (4) All trench backfill and overlay will be inspected by the Ppublic Wworks Department— EengineenngDivision,and any work not conforming to MAG Standards will be ordered removed and replaced by the contractor at the contractor's expense, (5) The period from the date trenching begins to the date the roadway overlaying is completed shall not exceed 2 weeks unless approved in writing by the Public Wo-k-s DirectorDirector of Public Works,and (6) These above conditions are in addition to the procedures and requirements of the current encroachment permit process (Prior Code,§ 13-3-1) §13-3-2 INSPECTIONS. (A) All work being performed must be performed in accordance with the ordinances and codes of the city,the Mancopa Association of Governments Uniform Standard Details for Public Works Construction,the Mancopa Association of Governments Uniform Standard Specifications for Public Works Construction,the Engineering tandards of the City of Apache Junction,Manual on Uniform Traffic Control Devices and the approved construction drawings as submitted If building codes require building permits for the work being performed, applicants must conform with those particular provisions of the ordinances of the city. (B) The Director of Public Works may provide applicants with inspection services to determine if the improvements constructed are substantially in accordance with the approved plan,special condition and permit granted Any person or corporation, association or political subdivision doing work under any permit as set forth in this article shall eiN notify the Public Works Department at least 2 full working days in advance of the time and place needing an inspection (C) Any and all inspections by the city shall be at such locations and in such frequency,manner and method as may be determined by the Director of Public Works (D) Neither the issuance of an encroachment permit,nor the completion of an inspection,nor permission from the Public Works Department for the conduct of construction work shall constitute a representation,warranty or guarantee,express or implied,that either the encroachment or construction bemg performed complies with the applicable laws and ordinances or is free from defects or will perform or last in any particular way (Prior Code, § 13-3-2) § 13-3-3 FEE SCHEDULE. A Applicant shall,before anypermit is issued,provide the citywith a fee to offset expenses ( ) PP � P incurred in connection with processing and inspecting work (B) (Development's hydrology plan review-fees Comment[ES8]:Modify to include engineeri review fees First review $30 00 for every 10 pages or portion thereof on 8-1/2-inch by 11-inch hydrology report. Second review No charge Third review 50%of first review fee Revision/changes $10 00 per change/revision after approval (C) Bngineering permit inspection fees Comment[ES9]:Update per Josh's research recommendations Old fees. Initial application fee $15 Curb and gutter,vertical or roll curb Rib $0 06 per lineal foot(3048m2) Sidewalk $0 01 per square foot(0928 m2) I Handieap-Si ewalk ramps $10 each Pavement,including subgrade and A B C $0 16 per square yard(.8361 m2) Dnveway and alley entrance $0 10 per square foot(0928 m2) Valley gutter $0 02 per square foot(0928 m2) Catch basin,manhole,scupper,headwall $15 each Underground pipelines $0 15 per lineal foot(3048 m) Dirt channel or concrete channel $0.10 per lineal foot(3048 m) Underground conduits $0 05 per lineal foot(3048 m) Imgation and landscaping $5 per acre(40469 hectare) 'Site grading-per Table No.70-B-Grading Permit Fees of the Uniform Building Code j Comment[ES10].Has this been used in the past?Is this applicable for offsite insepctions? New fees. Description Unit Cost Unit Permit Application Fee $50 00 EA Curb.Curb&Gutter $0.20 LF (Driveway ? `?, Comment[ES11]:In City Code¤t Sidewalk $0.10 SF Encroachment Permit,not in new permit;verify with Josh Warren Sidewalk Ramp $25 00 EA Valley Gutter $0.30 SF Catch basin $35 00 EA Headwall $35 00 EA Manhole $40.00 EA Scupper $25.00 EA IDirt/concrete channel ? ? Comment[ES12]•In City Code&cut Conduit.Pipeline,Culverts,Cable<4" $0.40 LF Encroachment Permit,not in new perm ywith Josh Warren Conduit,Pipeline,Culverts,Cable>4" $1 00 LF Landscaping ? ? Comment[ES13].In City Code¤t Site ad o Encroachment Permit,not in new permit,verify gT -- _ — _ _- - with Josh Warren Fire Hydrants $15 00 EA Tap/Sleeve/Valves/Meters $3 00 EA Comment[ES14].In City Code¤t Encroachment Permit,not in new permit,verify Special Concrete Structure $40.00 EA with Josh Warren Pavement Replacement $0.35 SY Mill and overlay(SY) $0.25 SY Overlay Top Course $0.15 SY Asphalt Cuts on New Streets within 2vr _ _ 5 sq yds or less $330 00 SY 5 sq yds to 100 sq.yds. $1650 00+$18 00/SY over 5 SY SY Larger than 100 sq.yds. $3360 00+$14 00/SY over 100 SY SY Asphalt Cuts on New Streets 2vrs-4vrs _ _ 5 sq.yds.or less $230.00 SY 5 sq.yds.to 100 sy.yds. $1150.00+$13.00/SY over 5 SY SY Larger than 100 sq.yds. $2385.00+$10.00/SY over 100 SY SY Asphalt Cuts on New Streets 4vrs-6vrs _ _ 5 sq yds.or less $130.00 SY 5 sq yds to 100 sy yds $650 00+$8 00/SY over 5 SY SY Larger than 100 sq yds $1410 00+$5 00/SY over 100 SY SY Asphalt Cuts,Pit Backfill,Patch on 6+yrs. $1 50 SY Survey Monuments $10 00 EA Utility Adjustments $10.00 EAeuN Manhole adjustment $50.00 EA Street Lights $50.00 EA Utility Poles $35.00 EA Street Signs $15 00 EA Trenching and Boring(LF) $0 30 LF Boring only(LF) $0 20 LF Fire Line with backflow $40 00 EA Overtime Inspections _ _ Weekdays(1 hr min) $90 00 HR Weekends(4 hr min) $90 00 HR Holidays(4 hr min) $120 00 HR .�. PIN Other(Special Work not inch in fee schedule) TBD LS (D) Inspection for which no rate is specified will be determined by the Public Works Department Inspections by the Director of Public Works for work performed on'weekends,holidays and after normal working hours must be requested in advance by comment[esis].We need to start charging the applicant or contractor Authorization to work must be mutually agreed upon by the die- in.:. Do these need to updated? Wer-ks-DrreeterDirector of Public Works and the applicant and/or contractor prior to the commencement of work.Fees for overtime inspections are as follows Old fees Weekdays(before/after normal working hours) $15 plus 1-1/2 times inspectors hourly wage Fridays,Saturdays and Sundays _ $25 plus 1-1/2 times inspectors hourly wage Holidays $35 plus 2 times inspectors hourly wage New fees. Description Cost Weekdays(before/after normal working hours) $90.00 per hour, 1-hour minimum Weekends(Friday,Saturday,&Sunday) $90 00 pr hour,4-hour minimum Holidays $120 00 per hour,4-hour minimum (E) Requests for inspections or plan reviews beyond normal working hours may be performed at the pleasure of the city as a courtesy to the applicant and is not intended to be a mandated service This extra work may be performed by the city predicated on the availability of manpower and the employee's agreement to work accordingly providing their normal job requirements and health are not negatively impacted (Prior Code,§ 13-3-3) §13-3-4 UNAUTHORIZED WORK. (A) Any work undertaken prior to securing a permit may be required to be restored to its original condition prior to granting a permit,or the city may charge a fee not to exceed$2,000 in addition to the normal fee for inspection and examination of the work done,prior to issuance of a permit (B) The Public Works Department may issue a stop work order for work undertaken without a permit All stop work orders shall require that work cease until the Public Works Department determines whether the construction should be restored to its original condition or grants a permit in accordance with this article (C) It shall be an unlawful act for any work to be undertaken,except for emergency repair as provided herein,without first securing a permit Each day unauthorized construction work has not been restored to its original condition or exists prior to issuance of a permit shall be a separate offense and punishable pursuant to Vol.I, § 1-1-11 (Prior Code,§ 13-3-4) §13-3-5 CONTROL OF WORK. The authority of the Director of Public Works with regard to work being performed hereunder shall be that as contained in the current edition of the Maricopa Association of Governments Uniform Specifications for Public Works Construction, 1992 edition or as hereafter amended The Director of Public Works is hereby authorized to suspend work and issue stop work orders m accordance with the provisions of the specifications.It shall be an unlawful act for anyone to conduct work in contravention of an issued stop work order Each day work has not been restored to its original condition prior to issuance of the stop work order or exists in contravention of a stop work order shall be a separate offense and punishable pursuant to Vol I, § 1-1-11 (Prior Code,§ 13-3-5) Penalty,see Vol I,§ 13-3-13 §13-3-6 EMERGENCY REPAIR. This article shall not prevent any person,corporation,political subdivision or entity who has legal authority to occupy the easements,streets,alleys or rights-of-way of the public roads,streets, alleys or rights-of-way of the city from maintaining any pipe or utility lawfully on or under any public street,or from making excavation or performing any work as may be necessary for the preservation of life or property when an urgent necessity arises during the hours the city offices are closed,except that those making emergency use shall apply for a permit within 1 calendar day after the city offices are again open (Prior Code,§ 13-3-6) §13-3-7 CONSTRUCTION STANDARDS. All work performed in the public road,streets,alleys or ways shall be done in accordance with the ordinances and codes of the city,the current edition of the Maricopa Association of Governments Uniform Standard Specifications for Public Works Construction 199 on and as hereafter may be amended,the current edition of the Mancopa Association of Governments Uniform Standard Details for Public Works Construction 1992 edition and as hereafter may be amended,the City of Apache Junction Engineering Standards,as amended,the Manual on Uniform Traffic Control Devices as adopted by the Arizona Department of Transportation,and any approved permit,plan,specifications and special provisions of the city for such installation The Director of Public Works may require additional work,materials,equipment and devices to properly control traffic,provide access to adjoining property and maintain other facilities in the area during the time work is being performed (Prior Code,§ 13-3-7) §13-3-8 ASSURANCE OF CONSTRUCTION. Prior to issuing a permit,each applicant shall submit to the city an assurance of construction as outlined in the current edition of the city's engineering guidehnesstandards In the event the Publie Weeks-9ireeterDirector of Public Works determines that special circumstances apply,and additional financial assurances to the city are required or that financial assurances may be otherwise modified or waived prior to issuance of a permit,the Director of Public Works shall provide to the applicant notice of the requirements regarding financial assurances together with the reasons and grounds regarding the requirement of additional financial assurances,modification from the engineering guidelines-standards or waiver Any applicant who disagrees with a decision of the Director of Public Works may appeal the decision in accordance with the provisions of Vol.I,§ 13-3-12(B) In the event of an appeal,no permit may be issued while the appeal is pending In instances where an applicant is issued numerous small permits throughout the year,the applicant may post a continuing use bond to cover work under more than 1 permit However,this continuing bond provision is not intended for use to construct residential and commercial projects.The continuing bond shall be of value sufficient to cover all work under construction by the permittee at any time and shall be satisfactory to the city (Prior Code,§ 13-3-8) §13-3-9 LIABILITY AND PROPERTY INSURANCE. (A) No applicant shall be entitled to a permit under this Article unless and until the applicant shall have filed and mamtamed on file with the city a certificate of insurance certifying that the applicant cames public liability and property damage insurance issued by an insurance carrier authorized to do business in the State of Arizona,at applicant's own cost and expense,insuring the applicant and the city and its agents against claims and liability for personal injury,death and property damage ansmg from the construction,operation or maintenance by applicant of its facilities,in an amount of not less than$1,000,000 per occurrence,$2,000,000 aggregate The city, its officers,agents and employees shall also be named as additional insured parties It is the intent of the parties that applicant's insurance shall be primary and without right of subrogation with respect to any claim or liability caused by applicant's negligence or other misconduct (B) Failure by the applicant to provide the city with such a certificate and failure by the city to demand the filing by applicant of such a certificate before such a permit is issued,shall not be deemed to waive applicant's obligation to provide the msurance specified herein The insurance certificates shall remain in effect and be kept on file with the city so long as applicant maintains, operates or owns facilities within rights-of-way of the city The insurance certificate shall provide that coverage cannot be canceled or expire without providing 30 days written notice to the city of /'\ i such action and noting the permit number on the written notice.No evidence of liability insurance or surety bond shall be required as a condition precedent to the issuance of a permit to a resident on residential property where the resident proposes to perform construction in front of resident's own property,or a federal,state,county or municipal agency or political subdivision The city shall in no way be liable to or responsible for any accidents or damage which may occur in the construction,operation by applicant of its appurtenances hereunder,and the acceptance of a permit ^, shall be deemed an agreement on the part of applicant to indemnify the city and hold it harmless from and against any and all liability,loss,costs,legal fees,damage or other expense which may accrue to city by reason of the negligence,default or misconduct of applicant and the construction, operation and maintenance of its lines,facilities or the appurtenances hereunder,including maintenance of barricades and traffic control devices m construction and maintenance areas Applicant agrees to pay on behalf of city any claims,settlement or judgments,including legal fees, made or entered against city as a result of injury or damage to any person or property occasioned by the exercise of any permit issued to applicant (Prior Code,§ 13-3-9) §13-3-10 EXEMPTIONS. A no-cost permit may be issued to federal,state or county agencies,a political subdivision,or for a cable television system or a public utility which holds a license or franchise from the city,or to contractors under contract with the city for projects owned and maintained by the city (Prior Code,§ 13-3-10) §13-3-11 SUSPENSION AND REVOCATION. (A) The Director of Public Works shall be authorized to stop work or refuse to renew any permit of any applicant or contractor who is m violation of any provision of this article or any condition or requirement of an issued permit.Any stop work or refusal to renew shall contmue until such violation has been fully corrected All work is to cease during a period of suspension or nonrenewal /'114 (B) Permits issued under the provisions of this article may be revoked by the Pu' DircctorDirector of Public Works after notice and hearing,for any of the following causes. (1) Fraud,misrepresentation or false statement contained in the application for permit, (2) Any violation of this article; (3) Any violation of any of the terms and conditions of the permit as issued, (4) Conducting a business in violation of the provisions of the ordmances of the city or in violation of the Arizona Revised Statutes Annotated,or (5) A determination by the Public Woks D.recto_Director of Public Works that the encroachment interferes with a need by the municipality for use of the street,alley or way for another public purpose. (Prior Code,§ 13-3-11) §13-3-12 NOTICE OF REARING AND APPEAL. (A) Notice of any decision of the Public Works Dtfeete-Director of Public Works from which an appeal is provided or for revocation of permit shall be given in writing,setting forth specifically the grounds of the decision and,m the case of revocation,the time and place of hearing The notice shall be mailed,postage prepaid,certified mail to the applicant,contractor or permittee at the address shown on the application for permit In the case of revocation,the notice shall be mailed at least 10 calendar days prior to the date set for hearing. (B) Any person aggrieved by a decision of the Public Works Dirccto-Director of Public Works pursuant to Vol I,§ 13-3-1(C),(D),and Vol.I,§ 13-3-8,or a decision with reference to the revocation of a license shall have the nght of appeal to the City Manager The appeal shall be taken by filing with the City Clerk,within 14 calendar days after notice of the action complained of has been mailed to such person's address as shown on the application for permit,a wntten statement setting forth fully the grounds for the appeal.The City Manager shall set a time and place for a hearing on the appeal,and notice of the hearing shall be given to the appellant in the same manner as provided for notice of hearing on revocation The decision and order of the City Manager shall be final and conclusive,except any person aggrieved may pursue any proper judicial proceedings (Pnor Code,§ 13-3-12) §13-3-13 PENALTIES. Any person violating or failing or refusing to do or perform any act required or provided for in '^ any of the provisions of this chapter,shall be guilty of a Class 1 Misdemeanor,and shall be subject to the penalty and multiple charging provisions set forth in Vol I,§ 1-1-11 (Prior Code,§ 13-3-13) CHAPTER 10 ENGINEERING 14444 4 C i 14,1-IN*,.L.11-1t)L14-1:1,si41:t:SD U&D Article 10-1 INTRODUCTION 10-2 CONSTRUCTION PLAN REQUIREMENTS 10-3. STREET DESIGN AND CONSTRUCTION 10-4. STORMWATER MANAGEMENT 10-5. WATER 10-6. SEWER 10-7 SITE DEVELOPMENT 10-8 SUBDIVISION PLATS 10-9 AS-BUILT DRANN 11GS APPENDIX 10-A. DOWNTOWN AREA AND CCD(CENTRAL CITY ZONING DISTRICT) APPENDIX 10-B. RURAL AREA APPENDIX 10-C. FOR'4 U LSI OS UL`ICHN1 !\tiEtGi1't=S LCommented[ES1] Replace Pmnnlisw/Lost Dutchman Heghis APPENDIX 10-D• STANDARD DETAILS Apache Junction t to denier•GinlelincStondar#s-tauid-ttMatti,sty;tneert ag-'standanis ARTICLE 10-1• INTRODUCTION Section 10-1-1 Purpose of Engirtare=ring.l4:cierr-#=*ts€ctelsrtt.s-e trc1-Polio 1 ugineering Standards 10-1-2 Sections 10-1-3 Intent 10-1-4 Policies related to development improvements 10-1-5 General information l_ig;re,lt) 1 1(_DiDV )rec].uuvnwms §10-1-1 PURPOSE OF IsA+fsINE s71• G- S14 4 fr-19 + 1r PEILIC ,SF VG7 ET RING STANDARDS The purpose of the . . En, amerrng,Standards(this Chapter or these (:t;i<€4u sStandards)is to provide both general information and specific design gui.iie4ttt>$sttutda;ds to inform developers and their designers of the planning and designmg 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(wide imegil d..ids to establish a complete set of design criteria, however certain;artdelt+aesta,ndul.ds must be followed to provide consistency for the sake of maintenance,repair or replacement (Ord 1282,§ 1 1 passed 11-7-2006) §10-1-2 SECTIONS (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 portions of the t rui,4sltnecitandards holders-on an as-required Commented[es2].Post clarifications on web instead of sending basis.._Clarificationswill.postedon the ctn,webstte and at the(ity._C.;lark s t)ft.ce._ out hard copies (B) Specially designated areas The specially designated areas are included as individual separate elements of this Chapter and are as follows Olitk introduction 3 (1) Downtown Area(Vol II,Appendix 10-A) The physical limits of the Downtown Area are shown on Apache Junction Standard Detail AJ-12.11 (Commented[ES3].In the future also on city GIs maps. (2) Rural Area(Vol II,Appendix 10-B) The physical limits of the Rural Area are shown on Apache Junction Standard Detail AJ-12.11 Commented[Est'In the future also on city GIS maps.. (3) i r 1 osf Dutchman II,Appendix 10-C) The physical limits of Piiiialts l..;r�t [Commented[ES5]:The Portaiis name is now outdated.Replace [;)ut:h'nat1 l lc tghts are shown on Apache Junction Standard Detail AJ-12 1 t with Lost Dutchman Heights In the future also on city GIS maps. (Ord 1282,§1 2,passed 11-7-2006) §10-1-3 INTENT These Design-Engineering(4nit,lekneStandards and-Relieves are intended to be used in conjunction with th e 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) §10-14-4 GENERAL INFORMATION. Commented[Ese].Fa swap 10-1.4&10-is (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 (xu;:irlindStandards (B) All construction of public infrastructure shall be in accordance with the approved plans,the latest City of Apache Junction .'inn ne rIng_tan;I<zreis(this Chapter) the Apache Junction Standard Details set forth in Vol II,Appendix 10-D to this Chapter,the current Uniform Standard Derma and Uniform Standard Specifications published by the Mancopa Association of Governments(MAG) the Arizona Department of Transportation(ADOT),Amencan Water Works Association(AWWA),American Association of State Highway and Transportation Officials(AASHTO) American Public Works Association(APWA),Arizona oiN 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 discussion with the Development Services Department and the Public Works Dt,partmcnt -Ihiis-t'he review Preliminary Design Review process would provide general directions comments and requirements whic Commented[es7]• The PDR takes care of this 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 ((a) In certain cases,such as projects with access off major thoroughfares,or projects located areas of major drainage concerns/problems,a conceptual plan may be required m order for the Development Services Department and tltc_ c...V of ks_3.kparrt:m.,t)t.to assess concerns and provide recommendations Apache Junction : ,.t,iatetiia„._t4sztgn4atri elineSt:a adarrissatatf Taiittill ►^ >isae,,rin3 Standards; 4 (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 city benchmarks tor i o, ;z_?l::_!= nta�, ct_t.,m,,ltnituii of one bonchnns 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 Commented[euB] BM emotions OK? the construction contractor during construction. FINAL NO,Here.tttyie. (c) All CAD drawings shall be referenced to a minimum of two known Maricopa County Department of Transportation(MCDOT)Geodetic Densification and Cadastral Survey(JGDACS)control Commented[ES9] SC s notes incorporated here. locations(section corners and/or quarter-section corners)and projected to the fbllowing national coordinate system 1. horizontal Coordinates • North American Datum(NAD)1983 High Accuracy Reference Network(llARN) • State Plane Arizona Central • Unit of Measure—International Feet 2. Vertical Coordinates(if applicable), • North American Vertical Datum of 1988(NAVD88) (3) Right-of-way When-+egttnaati--- -he 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 pnor 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 A are not required in the specially designated Rural Area / 1 (5) Utilities (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 dateplans were submitted to each company or agency ed.._..d_............._.0......................................................................_.ontr_............_., P P Y g Y ;Commented[de10]:City Engineer shouts not have control over who does or does not connect to the sewer Especially when an (b) Utilities for new development shall be placed underground in accordance with Apache approved 208 plan is in place Junction CityCode,Vol II,Chapter 6,Landscaping Final:Darren,this statement is not stating the City Engineer is P dscaP g i controlling connection to utility mains,but rather general utility requirementr for placing them underground.I think this is more directed to the dry utilities. J /11.14. Introduction 5 (c) Existing and proposed locations must be shown on plans to reduce the possibility of conflict and damage Correctmg 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 one(1)plan sheet, the plans must include a general Master Utility Plan for the development This Master Utility Plan shall appear on one(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 ;}.lr ilrisli:and swell potential,as well as areas of subsidence or f►ssurei, 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, i-building foundation allowable loads.,and rt.tauung wall allowable soacis (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 appropnate 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 junsdiction will be submitted to Arizona Water Company for its review and approval (c) Sewer plans will-shall be submitted to Superstition Mountains Community Facilities Distn¢t No I for its review and approval (8) Plan approval I (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 from date of approval I (c) If construction is not started within 1 year of the issuance of permit, the plans must be resubmitted for review and re-approval,and the appropriate fees must be re-paid The updated plans will bn subject to review under the code in force at the time of the new review (9) Construction. (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 Apache Junction-F;f►einrrf+ni 1)Psier-t uidrtlnrStanilards-end-1.414trrsF nt,ine i ing Standards 6 the waters of the United States The contractor is solely responsible for insuring that all requirements of the Clean01111411 Water Act are strictly enforced (10) Preliminary and final plat Preliminary and final plat requirements,see Vol 11,Article 10-8 of this Chapter (Ord 1282,§1 5,passed 11-7-2006) 1.C.I,,,, tommwitad[ESii]•Everyone,this is a new section (_1..).._Approval Submittal._ (a) Final Plat.Subdrvntun and Site lirprov-..mcnt Plans C D(IA ))containing complete final plat and tmprovvm.ri.plan base iile(s ail\uta{ad DWG forma a(all Y-Rl;I tiles to be insatcd into cash l.)V§(.,tilt.)and PPJ•imaees at cach plan sheet r:. 111.otnnaturt set lihc P1)1 ttls will be named the same as the construction plan sheets(Lt C I pdt,100 pill,etc.) (b) Geospatial Data Data can also be delivered in a GIS format such as a shapetile(S1iP)or geodatabase t.2..1.._l r_is dPlanApproval submittal ta) Final Plat_Subdn-'sion and Sit,in;hrovcment Plans. (.D(DVl))contanuns,complete RI..VISIJ.)final plat and improvement plan bast tilers)in Auto(.ad 1.)4VG lonnat and P1)1 images at KI.,VISLI)plan package,8-1/2x 11 minor revis.on sheet,etc with approval submittal I he PD1'tiles will be named the stunt,as flit construction plan sheets(l.c t.1 pdt.100.pdi,ctc.) (b) Geospatial Data Data can also be delivered in a GIS format such as a shape-de(SHP)or geodatabase §10-14-3'l l(114,5 POI It I ES RELATED TO DEVELOPMENT IMPROVEMENTS. 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 Standards for specific details (A) Street improvement policy (1) All developments within the city shall provide an intenor 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 introduction 7 (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 centerlme if that structure is inadequate to meet the current design standards Concrete curb and gutter,concrete sidewalk, street lighting,landscaping,imgation 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(AXI)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 Apache Junction Water District(AJWD),all developments within the city shall be serviced by the Apache Junction Water District 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 appropnate,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 Superstition Mountains Community Facilities District No I(SMCFD) all developments within the city shall provide for the discharge of domestic and other liquid waste into the sewage system provided by 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 appropnate standards 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, Apache Junction-Is: fixerr•r _t.4r,rgn..44xdel4nrStaudar tis ttoil.1'4$k i.,,i rigineertng Standarari ate 8 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 Ordmance (Vol II, Chapter 1), the current adopted International Building Code, Standard Specifications,and these Standards,as appropnate (F) Order of precedence It is not intended by these Standards 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 Standards impose a greater restriction on land,buildmgs or structures than is imposed or required by such existing provisions of law,ordinance,contract or deed,the provisions of these Standards shall prevail (G) Definitions and abbreviations The words,abbreviations or phrases used in these Standards may be found in the Mancopa 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) Introduction 9 OIN ARTICLE 10-2. CONSTRUCTION PLAN REQUIREMENTS Section I0-2-1 General comments 10-2-2 Plan submittal sequence 10-2-3 Redlme 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) §10-2-1 GENERAL COMMENTS. (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 Fgs,,er;+etin.a. =+ -(,widebrxu owl Pout =s,ntliie err cgtrrn/ipI (this Chapter)and Apache Junction Standard Details set forth in Vol II,Appends K 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 Guiclelafieht.. : ;t s and Standard Details (E) If any plan submitted is not in compliance with these(-tiaadeaaiie`iranIdi.is,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 I Apache Junction-#;;ii2iitreri=rg_DiL i a-t a,i4e4t es anit-Pitliesesf azurite ring Standards 2 (G) Two i sets of drainage reports,grading and drainage,paving and storm dram plans,Storm Water 'am\ Pollution PrC 'i't• and six(61 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 I Department Plan construction documents shall also be submitted in PDF electronics file format. The Commented[E512].Public Works yid!also require a PDF ' corresponding number of sets of plans and city redlines are required for all subsequent submittals submittal of all documents PW is to review (H) When final plans are submitted for approval signatures, a CD of the electronic CAD files of the I construction plan sheets shall z;sobe submitted :•a+s> Each sheet file shall not contain any X- reference files These files shall be"inserted"into the drawing file (I) Submittals of water and sewer plans shall be made directly to the utility companies Verify submittal requirements with each respective utility company. (Ord 1282,§2 1,passed 11-7-2006) I §10-2-2 PLAN SUBMITTAL DOCUMENT SSEQUENCF. i commented[E513].Not sure this is the right word consider Lreplacmg with DOCUMENTS (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?and City, I (6) Water plan to the water company/water district 4n _c..41, (7) Storm Water Pollution Prevention Plan(SWPPP), (8) Street lights plan,and (9) Traffic signal installation plan when required (101 DIN utilities plan (Ord 1282,§2.2,passed 11-7-2006) §10-2-3 REDLINE COMMENTS. 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 Construction Plan Requirements 3 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) §10-2-4 APPROVAL OF PLANS. (A) When 444-411,E3••4)ffni n....o.4e plate.-ka �w t....the plans meet the requirements for approval,the origin41 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 Pnor 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 tB) Any al-into-cats of punnts the ca. shall not constitute atanoii ttxon r royal of auce t net that�t ;ieceloper has uunpited with ail federal,state or count\ rues,regulations and rulutr,nients. the devuo,er rz vons.bh for obtaininjz and shall Limply wrtn all federal,statt.aid county approvals author 1011s and permit including hut not limited to fhe tollow-ing (1J.... lean Water;\c t Secirrn 404) t.e.)._All Qttaht4.P.,antis_..Dust-..Inciustrig..tuld Small O fahol s (t).National Historic.i?resuuititin Art c Archacoloa (1 t I inironmental Compliance Permits (CI4) A CD%DVD of the electronic files per 10-1-5/0 for the AutoCAD drawings shall also submitted at this time .lam-AutoCAD drawing t,les shall not contain X-reference files within them All referenced files shall be"inserted"into each drawing,such that there are no X-referenced files associated with an AutoCAD In se L le_drawing tile I he,_faan files shall a:so he submitted...in._PDF..format in the sima 1 D;l)'vI)p ly l0-.1.-.`t C.J.. (Ord 1282,§2.4,passed 11-7-2006) OIN §10-2-5 BASiC PLAN REQUIREMENTS. General submittal gwndehtstandards (A) Plans shall be prepared on a 24-inch by 36-inch sheet size with a minimum 2-inch left border and minimum l/2-mch border on all other sides Plan sus ettd ring.,si es meta to ht,assc.mbleducordng.to 1a (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 (I) Storm drain and paving may be on the same sheet(separate fees apply for each utility),and /\, ool% Apache Junction-f,tigfiiacr4404-4lyign4;aaiaelaiw /idP+it44i.K :DgirneriagStandan's 4 (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 sta f l rlimtag...k. te..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 Gt idelirte,:ci and ards Type of Sheet Scale Plan and profile 1 in =20 ft horizontal showing public street improvements(curb, 1 m =2 ft vertical gutter and sidewalk) Single utility installation 1 m =20 ft.,30 ft or 40 (water,natural gas or ft horizontal sanitary sewer) Double utility 1 in =20 ft.,30 ft or 40 installation(water, ft horizontal natural gas or sanitary sewer) Combination of public 1 m.=20 ft horizontal street and utilities 1 m.=2 ft vertical Grading and drainage 1 in =20 ft,30 ft or 40 plans ft horizontal Master Utility Plan 1 in.=100 ft eviS 1..tratiscapc Planslor )...1n.:... ._2}11..30..11.._or4'.;. publicls•__.m<aintaned_ (t h<}ri:unt.tl Public:in ticl lighting.or I III 201t boxlionial (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 Lettering,numbering and line work must be uniform,with clear definition and in black ink Construction Plan Requirements 5 (tic) Plans shall be of a quality to allow line weight and letter size to be easily read when reduced b}r 50% NOTE Plans which in the opinion of city staff cannot produce usable 50%reductions will not be accepted for review (HF)Plans shall be drawn with the drafting symbols presented in Mancopa Association of Government's Uniform Standard Details for Public Works Construction (13) Plans submitted to the city for review shall be bluelme or blacklme prints (((4)Plans submitted to the city for approval shall be original Mylar(4 mil)drawings or photo Mylar(4 mil) copies of ongmal drawings (1(1.) A Master Utility Plan at 1 mch=100 feet shall be submitted with the final construction plans if th+ Development Services Department requires one This plan will also be updated with the as-built drawings (LM) Incomplete submittal may result in rejection (e g. nonconformance with this Chapter) Th* 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) §10-2-6 COVER SHEET improvementplans cover sheet format and information,contact the Engineering Division of the (A) For g g Public Works Department for CAD electromc files (B) An individual cover sheet with the following information is required for each type of single improvement plan Only pm,(1)cover sheet is required for construction plan sets that have more than pirw 1 type of improvement That can include paving,grading and drainage,water,sewer,street lightmg 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) Vicimty map showing the project's location within the city limits, (7) Legal description Provide project property legal descnption When a legal descnption 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 rx.r, €i f i13_)j2 j • • lbe t An)protect datum(temporary or permanent)used for the protect shall be tied vertie,ally to a city vertical control benchmark, r Commented[ES14] No BM equations,it is not that difficult to and lie into the crty's vertical control. Apache Junction- n!;knee ii ..t.esi 4n-C aac<3ela a.n4-1'oi a s.n . rgs g Standards 6 (9) Additional information Include the following additional information on the cover sheet Contact the Engineering Division of the Public Works Department for CAD electronic files of standard cover sheet and notes sheets- (a) Blocks for approval signatures, (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 public easements)with construction items shown in units as required in the nght-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), (1) `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 (Ord 1282,§2 6,passed 11-7-2006) §10-2-7 DETAIL SHEET (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 Construction Plan Requirements 7 (a) Dimensions, (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-o Commented(es15].Micromanaged?Why not just keep it to I Each number shall relate to the same topic for the entire set of plans and narrative call-outs shall be grouped and numerical station&offset?Why a detail showing how to label a cti clearly shown on every page that the call-out is used Stationing and offset shall accompany every applicable call- `onst"' on note? out number(t^e Standard entail p r a t l), (3) Plans may show only 1 utility(e.g,water,sewer,storm dram,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 onented with north at the top or right side of each sheet whenever possible A north arrow and bar scale shall be provided-when ofienta,:iten}_.iier ilt d I (Ord 1282 §2 7 passed 11-7-2006) §10-2-8 REPORTS AND OTHER DOCUMENTS Apache Junction-F.aakgineeraai 4Ie»a .iy..(-in ietwow zix#Pamir i‘t eginerring tIs 8 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) §10-2-9 SPECIAL PLAN REQUIREMENTS. 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) §10-2-10 PLAN VIEW ONLY SHEETS. (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 nght 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 aenal 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, Construction Plan Requirements 9 OMS (f) One hundred-year floodplam 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 (1) 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 m foot per foot change of grade, (10) Grade breaks shall be clearly shown, (11) "Blue-Stake"(a.k.a "Arizona 811")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) §10-2-11 PLAN AND PROFILE SHEETS. (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 Apache Junction- aaguif. sin .slid.1,=4drela:n1'n aneerasi t arsa9,aa€Ig 10 (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 Ime 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) §10-2-12 GENERAL CONSTRUCTION NOTES 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 matenals within the public right-of-way shall conform to the latest editions of the Mancopa 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 Lngmeenng Standards and Standard Details A 1-year warranty period shall commence only after final Commented[as15].Not Just details,but standards in chapters acceptance by the Public Works Department i as well (B) All work and matenals 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 Construction Plan Requirements 11 (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 bamcadmg 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 signmg 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 Pmal 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 debns 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 (0) Frames,covers,valve boxes and manholes within/public� rights-of-way ravu tc at shad lie tower scl to 114 t nigher than st;thgr<i�te,.l5latc4a,idthe ABC quad AC,t.,tnstruLtt,d A flu tin, 1c is placed,_the 1C shall b, satyr ut and the lowcrt.d'€.rites.a ycrs and manholes shall be adjusted to grade after..paa+rag..is iaraaatar and concrete collared per MA( Standard l) tas is 4 i f t 1 '.:f ' I r:, )1.).,,'1 anti ...?Apaelte-5uau tic+ taiidar l-1 to t-Aj 5 2r_M for manholes and MAG Standard Detail 391 1 for valves I Commented[daln Sewer District prefer MAG Spec (P) Only Water Company employees are authorized to operate the water valves and fire hydrants on their water system ►^ Apache Junction- €a,Rieee ii -ilie igii-t-eliiiiidin -andi d§saiiciesJ':neinrrrioe Standards 12 (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 Iialric 1'iiEili4 Vroiks Department in advance. MISCELLANEOUS GENERAL NOTES (R) The Development Services Engmeer shall approve final plans after all other reviewing agencies have signed the ongmals 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 withm 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) §10-2-13 STREET CONSTRUCTION NOTES. 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) Dnveway 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 Construction Plan Requirements 13 (H) As-built drawings,certified by the subdivider's engmeer,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) §10-2-14 GRADING AM)DRAINAGE CONSTRUCTION NOTES. 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 CONSTRUCTION NOTES (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 cot cal ordinate arm).ILA`spacial I load 1iira,di Area(FEMA Zones A,AE,AO,AH)a FEMA Elevation Certificate of the finished building floor shall be submitted at tare of pi iri tea=:ctiv Iptt,- constructionetc.vation((Ait;cata)andwiththeas-built plans(post-(onstructioot.lsvattor; crtttcat } Ii non-critical drainage areas,the developer's engmeer 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 pnor 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 Pik 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 I'1 Apache Junction-ii.iagsaa ecog lletieai l;uizleti s-axiil-1 aailciest::igineering'taiiiiar€is 14 (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 m 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 t. !.,.Pl(.;}pnor 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) §10-2-15 WATER MAIN CONSTRUCTION NOTES Plans for water main construction within the city right-of-way or easements and within the Apache Junction Water Gelltpai 'rDistrict's GD m 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 mam construction is within its service area CITY OF APACHE JUNCTION WATER MAIN CONSTRUCTION NOTES (A) Contractor will expose any lines being tied into to venfy location (B) Backfillmg 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, _ - COand/or Arizona Water Company (D) Backflow prevention assemblies shall be furnished and installed by the contractor according to MAG, city supplements, GD and/or Arizona Water Company Assemblies 2 niches 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 =;b-rl=::x:;?, y:CD 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) _.. . VGD/Anzona Water Compute,I)islrn t 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 Construction Plan Requirements 15 (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) !k..._I'I�t....,ub misledfor.projet.is.._.h_Ithrtl._stz .._ r zoia...Watts Con pan ..service.....ttea shall shownatt.s psr Arizona Water f irrpam,re l+t!rer ents_-ll__rppru(e cl. (Ord 1282,§2 15,passed 11-7-2006) §10-2-16 SEWER CONSTRUCTION NOTES. Plans for sewer construction within the city right-of-way or easements shall have the-14lewi general-not and construction notes shown on either the cover,note or detail sheet Contact Superstition Mountains Common;: Facilities District No.1 for the current list of notes I CITY OFAP,1C_I•IE.IUNCTION .truction II,Article 10 9) if (/'PL FCTlT!!)T/)/!lf'A.TA NC!`/111 M �71f17'V L A(`Jl!7 fG'( SEa L n rrn r S l Commented[dale]•These notes are updated periodically updated.If these are listed in this document will we be able to update as needed Or can they be removed and then obtained from l the District as needed, t ommunit}`�-t...No l 1,4C-F)).-._.A.11 I Tral•we will remove and eefemuceSMCFD .elcphonc(180)983 2212 x 223'r Apache Junction-E.rooneering-134,-nzn-t;sunteboes.410..PolKietsEngineering Standards 16 (44)-SMEF4D-4;'olleetion4ystein-kwepefeew-olkal4-40-nottfiefl--48-4444tiFfi-before-sewer-sy4tent-r.onstruetion eiN beguts--401epirene- 2-44-5-3 (€)-SMC-FD-Inspentions-aFO-Fequireci-as-fellews ---(1)-A14eEthe-sewec-pipe-has-heen-laul-to-ffacle-aftd-4_143-ineh-Jwasheil-rec4-ehip-haucten+ntbas-been plaee4-anci-nentpaeted-te4he-sffing-kne-of-the-pipei. ----(2)--After-443-utell-woehecl-feek-ehtps-have-been-plaeed-onEl-eempaeteti.40-12-inehes-ever-the-tep-et4he Pit)w; ----(4)-After-plaeeFnent-ot-tnannele-bases ---(4)-After-manholes-have-beeweentitraeterk (5) After any trap baa been set in place. ---(6)---After-placeruent-€44442140014140e4-e4eanOtWaRci-tnstailatton-et-the-Fiser-pipe-and-vaIvo-hou-GOVeri- ---(41-Pufing-a14-ae44eptanee-testing-ef-the-sewor.-wstetn,an4 ----(4)----A,Aer-final-Gont;trnet4en-oI-the-sower--sy&tecnr 1 (f)--1:14e-eongttuettenreentreeter-Av441-be-liabIefer-411-ensts-;asseetatett-with-expestng-an.f construction buried prior-to-tnspeetten-by-the-SMc4D (G)-KS'evAu-otpeiines-t4hail-he-eenstfneteel-ef--SDR-3.5-44/4;-p' +pe--Snt-ineb-thafneter-p(peltnes-shall-be-set-toa toinitoem-slepe-ef-06447-44-tnelt-pipeltnes-to-a-nnnununt-slope-of-4-42947-anti-144-tnelt-pipettnes-to (II) Madding service_liner/laterals dm11 be I•inohe diameter Chree-inch diameter pipe is not allowed Building service liner/lateral shall he constructed of SDR 35 PVC pipe set to a minimum pipeline slope ef-1-(44;19/0-ABS-plastte-pipe-ts-net-aliewed-by,-the-SMGRD-Ier-W144(ntsePase4inesilateFels (4)--Redding-(4-inehes)74anneinng-and-beelifill-te-12-inebes-nver-the-top-ef-the-pipe-for-Seik*F4140+RS-afid-all 11111 bufld+ng-sew+ee.44fietAaterels-ehall-be-31-8-ineb-wtwbed-reOli-ehips-Native-er-All-baelE1+14-ts4u4-41eweel fer-thts-pufpose- U) Pre cast 5 toot diameter manholes are required constructed in general conformance to MAG Standard DetarIs-420-thfeugh-42-7-Nlanliele-sevecs-shall-exhAnt-the,D+stfietlr,-Inge-Covefs-Nyttli-the-P4C4D-6 logo-43an-be-ebtatned-from-hast-Sonian-Irenworks-and-Neenal (I() Me.serv4ee-pipeline-shaft-have-a-d+seenneet-eleanent-installed-ori-the-pablte-sule-ef-the-pal4(e-uttIny easement(PUE)at the building property line A disconnect cicanout is not required where the building service line tics into the SMCFD't public sewer main at a manholeIhe disconnect 4-(neh-thorneter-laie-SOR-35-e4der-volve-teefitting---che-rtser-p*pe-shall-also-be-ot:4-tne14-124C-SDR-15 pipe he riser pipe shall be topped with a threaded brass flush cap 6 inches below the final grade surface eneinfiedin-tinettie4C014-vaIve-box-at-tbe-141+Shd-RUFf0643-grado---Prie-SMGPD-w441-supply-bot4The elAtr-valve-fitt+ntand the valve box when the connection permit is obtained from the SMCFD 0844 Construction Plan Requirements 17 PIS (4-A—RuUctiog-sowep-lateral&-afe.fettutted49-be-water-testecl-to-thie-speir,t1tuattonc,ot-Me-atty,. eitS Apache Junction-rrtgrattertrtg Pete for ,ottleltaia3-and t'«ItsetS1...ta<grnernvag Standards 18 b. . {Ord 1282 §2.16 pawed 117 2006) §10-2-17 CIVIL ENGINEERING PLAN REVIEW CHECKLIST The following checklist will be used as a guide to review all civil engmeermg improvement plans submitted to the city Street Design and Construction 1 CITY OF APACHE JUNCTION DEVELOPMENT SERVICES CIVIL ENGINEERING PLAN REVIEW CHECKLIST PRODUCT LOCATION LOG NO LEGEND REVIEW REVIEWED BY DATE I-Requirement satisfied 1 0-Requirement not satisfied 2 ?-Unable to determine status,more 3 information is required (1I,N LRAL ..................................... ITEM I REQUIREMENT I COMMENTS I t-1 PIIA)VI_1\4L :I PLAN` N FORMAl 1 The civil plans must be submitted on 24-inch x 36-inch sheets 2 The scale must be shown on the plans An engineering scale must be used ,410"'`k 3 North arrow must be shown on each sheet 4 A vicinity or site map is needed on the cover sheet. 5 The name of the proposed development must be shown on the cover sheet 6 The city's standard general notes are to be shown on the cover sheet 7 The developer's name,address and phone number must be shown on the cover sheet 8 The engineer's name,address and phone number must be shown on the cover sheet 9 Each sheet of the civil package must be signed and sealed by the civil engineer preparing the plans Apache Junction-Engineering Design Guidelines and Policies 2 ITEM REQUIREMENT COMMENTS 10 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 11 Provide a quantity tabulation on the cover sheet Include grading cut and fill quantities Separate on-site from public improvement items 12 Include a list of all affected utility companies(including but not limited to Apache Junction Water District,Arizona Water CompanySenturyLinkQwest,Southwest Gas,SRP, MediaCom)and the dates plans were submitted to them 13 Provide approval signature Imes and dates for the following a_,,,Development Services Engineer C i v o4 Apache lunclion b € ksDep rtmc n(l;unite].E.Aty et g?tight° J unction _,_Apace-J unsttonSuperstition Fire and Medical Distnc (commented[Esl9].Corrected for recent name change _} d___Superstition Mountains Community Facilities District No e. Apache Junction WaterOistricd I Commented(E5201:Separate lean for both AJWI)and AzWC lsometimes we will need both signature lines _Anzona Water Company t_,_Penal County Health Department or provide date and copy of the approval letter and note the date on the plan x..............ADEQ or provide date and copy of the approval to construct water and sewer and note the date on the plan 14 Perimeter traverse data is required for the project boundaries PIN This information normally required to define the property legal description 15 The minimum height of all text and lettering shall be 0 1 inch 16 Provide a legend identifying the symbols used on the plan sheets 17 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 Street Design and Construction 3 ITEM REQUIREMENT COMMENTS 18 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 19 The grading and drainage plans must encompass the entire development All lots tracts and parcels must be shown in their entirety 20 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 21 Existing storm drainage facilities such as retention basins catch basins,scuppers and storm drain pipes must be shown and identified on the plans 22 Existing washes,ditches,lakes and other water features must be shown Any modifications must be noted Existing washes entenng the property must continue through the property and exit at the current natural locations All natural runoff entenng the site must be accommodated 23 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) 24 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 25 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 26 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 Apache Junction-Engineering Design Guidelines and Policies 4 ITEM REQUIREMENT COMMENTS 27 Add the following NOTE to the cover sheet 'The proposed retention basins are to dram within 36 hours If the basins do not dram 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 28 Construction details,plan and profile views must be shown for all proposed drainage facilities such as a Scuppers and catch basins b Storm drams c Hydraulic profile must be shown d Scupper mlet and chute elevations are required e rlack ,�a ci...> 18 inches or n.re in diameter unless directed by City staff to not install trash racks. Use AG +tandard[)etail 5ti?- -'::-oeh i.t iff-ter_withy In e.s...afv)r titfied at-a-minim- Commented[ES21].Based on recent maintenance issues,trash l 1?:; } .. .. yrrp.i i�. } }yid}gad rack requirement is removed'or can leave it in as an option,B[Tr maintenance a by owner f Scupper inlet and chute elevations are required ' \ g Aecess tarrtee with-htngoa are tegaeee4 aperi-ends- „i., 12 inch,.., ..diameter 29 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 Street Design and Construction 5 ITEM REQUIREMENT COMMENTS 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 30 All drainage pipes and equalizer pipes are to be 12 inches minimum in diameter with headwalls aria f% l.detIRs- 31 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 pondmg 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 enN Apache Junction-Engineering Design Guidelines and Policies 6 ITEM REQUIREMENT COMMENTS k Show all calculations formulas and charts used Tabulate and summarize all results 32 Structural design calculations are required for the following a Storm drains subject to wheel loads b Retaining walls 33 A building permit is required for all retaining walls Submit an application and structural calculations to the Building Department PAVING PLAN 34 The pavement cross-section design shown on the plans must comply with the city Engineering Cii:ie4ir Sit n lords 35 Show all existing driveways,street lights and fire hydrants within 200 feet of the property boundaries on both sides of the streets 36 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 37 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 38 A portion of the improvements shown are within the junsdiction of the state or county Acquire the appropriate permit Indicate the permit number on the cover sheet 39 Deceleration lanes for the proposed driveways are required based on a traffic impact analysis(provide nght/left turn arrows) Additional right-of-way is required for the deceleration lanes Street Design and Construction 7 ITEM REQUIREMENT COMMENTS 40 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 Artenal/Parkway—50,000) b Luminaire mounting height (Local-32 feet),(Collector- 32 feet),(Section Lme-35 feet) t: --= 4 )•144Wit3a4-4,-t<er -50-00 ) c Dimension from the street centerline to the proposed pole (1 foot behind sidewalk c>i 2.5 feet behind can with no �idew�il� 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 41 The following layout items must be shown on each sheet a North arrows b Plan and profile scale c Phase limits and numbers 42 The following utility reference items must be shown on each sheet elk 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 43 Provide a Master Utility Plan including water,sewer,storm drain and street light information 44 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 Apache Junction-Engineering Design Guidelines and Policies 8 ITEM REQUIREMENT COMMENTS • uN c Existing curbs with width dimensioned d Existing sidewalk with width dimensioned e Existing sidewalk ramps f Proposed nght-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) I Proposed sidewalk ramps at"T"intersections(MAG Standard Detail 233-C) m Existing items to be protected in place must be noted 45 The following design items must be shown on each sheet in profile view a Existing grade at nght 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 F tr aulirai s i Storm drain crossings j Utility and other crossings whenever minimal cover,1 foot or less below subgrade,is encountered Street Design and Construction 9 ITEM REQUIREMENT COMMENTS 46 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 ApattieJnncironStandard Detail.AJ-2 3.2 2) Speed lmut sign MUTCD 22-1,24 inches by 30 inches 1..._.....Dead.en l.t1P 3s_€eoutte l.t>er llaac}tcJut vtictn Standard Detad.'J "252 c Temporary turnaround at dead-end streets and phase lines d Bamcade with 9 red prismatic reflectors on red sheeting MUTCD M1-9R for each 10 to 12 feet of bamcade is required e. Signing and striping plans for section line streets and/or special conditions 47 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 48 Street geometries must meet city standards or general engineenng practices for the following items a Centerline radii b Tangent lengths between curves c Tangent lengths at intersections d Pavement tapers Apache Junction-Engineering Design Guidelines and Policies 10 ITEM REQUIREMENT COMMENTS /O` e Intersection angles f Vertical curve lengths g Maximum longitudinal slope changes h Bamer median construction i Driveway installations 49 Sufficient existing off-site elevations required to determine grade and direction of slope 50 Structural design calculations are required for storm drains subject to wheel loading 51 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 descnption 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 hen on the property such as a trust deed,a partial release and partial re:conveyance is required 52 Please add the following statement on the cover sheet } .! Commented D......................._...q....._a..........—......_...._.._.... ) The City of Apache Junction approved these plans for ;commented[esz2l.No quotation�. conformance with the city codes a :<. _as, 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 documents12 53 Provide an engineering cost estimate for all work within the public right-of-way 54 An improvement assurance bond is required based on the above engineering cost estimate The improvement assurance must be provided pnor to issuance of any permits JOIN Street Design and Construction 11 ITEM REQUIREMENT COMMENTS 55 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 56 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" 57 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 mfill projects 58 Please add the following statements on the improvement plans as applicable L..fhe contractor shall establish the grade line for the Commented[ES23]•Remove quotes from notes. new curb and gutter according to the approved plans If the cross slope between the existing edge of pavement and the proposed hp 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 dnveway entrance location where vertical curb provided.- 4land+ 4,s-Sa[tit rads must be provided at any area behind the sidewalk or sidewalk ramp that is deeper that 18 inches from finish ground 1. Provide 18-inches sedimentation basin at the bottom of catch basin,and bubbler box." .40.11 Apache Junction-Engineering Design Guidelines and Policies 12 ITEM REQUIREMENT COMMENTS 32 Provide Storm Water Pollution Prevention Plan and a copy of the Notice of intent form_approved by the Arizona Department of Ens ironmental Quality for the Arizona Pollutant Discharge Elimination System General Permit. 60. Provide a copy of Drvwell registration issued by the Arizona Department of Environmental Quality 61 Pros ide a copy of Drvywe_ll_percolation test result after installation. 62 Provide final approved plans per per$ I0-1-5(C) Electronic Submittal Requirements 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) ► Street Design and Construction 13 APPENDIX 10-2A• TYPICAL APPROVAL BLOCKS(FIGURE 2) I Commented[ES24]'After reviewing this chapter,we will have it both in a drawing and listed here.Question is whether we keep the details referenced here or not. APPROVAL BLOCK APPROVALS Provided in Public Works Engineering CAD fifes C11 Y Or'APACHE JUNCTION ` ALE SUPERSTITION MOUNTAINS COMMUNITY DATE FACILITIES DISTRICT NO 1 ARIZONA WATER COMPANY OR DATE APACHE JUNCTION WATER COMPANY DIS' CT PINAL COUNTY HEALTH DEPAR I DATE ARIZONA DEPARIMEN 1'Ur'E . RONMEN IAL QUAL1'IY DATE ^ APACHE JUNCTION FI' r STRICT DATE FI 2 TYPICAL APPROVAL BLOCKS SHEET 1 OF 3 Apache Junction-Engineering Design Guidelines and Policies 14 ,. 1 UTILITY NOTIFICATION sa. THESE PLANS HAVE BEEN SUBMITTED TO THE FOLLOWING UTI AND CABLE COMPANIES WHERE THE WORK TO BE DONE CONFLICTS WI ANY OF THESE UTILITIES,THE CONFLICTS SHALL BE RESOLVED AS SPECIFIED 'I SPECIAL NOTES AND/OR AS OTHERWISE NOTED ON THESE PLANS CONFLICTS `;' SING DURING THE COURSE OF CONSTRUCTION FROM UNFORSEEN CIRCUMSTAN SHALL BE REPORTED TO THE INTERESTED UTILITY AND CABLE COMPANY AND BE,: SOLVED BY THEM AND THE DESIGN ENGINEER S R P (POWER) DATE SUBMI rib b QWEST(TELEPHONE) DATE SUB t, I'ED Provided in Public Works SOUTHWEST GAS Engineering CAD files DA BMITTED I MEDIACOM(CABLE TV) ATE SUBMITTED SUPERSTITION MOUNTAINS COMMUNITY FACILITIES DISTRICT NO 1(SEWER) DATE SUBMITTED ARIZONA WATER CO' •ANY R�. DATE SUBMITTED APACHE JUNC WATER COMPANY(�". ) DATE SUBMITTED FIGU' TYPICAL APPROVAL BLOCKS SHEET 2 OF 3 Street Design and Construction 15 OIN AS-BUILT CERTIFICATION I CERTIFY THAT THE "AS-BUILT' INFORMATION SHOWN ON WAS OBTAINED UNDER MY DIRECT SUPERVISION AND IS CORRECT AND CO TE TO THE BEST OF MY KNOWLEDGE AND BELIEF NAME (SEAL) REGISTRATION NO _ I �F. Provided i�, n Public Works Engineering CAD files [ 1 SURE 2 TYPICAL APPROVAL BLOCKS SHEET 14' 3 OF 3 Street Design and Construction 1 t(Ord 1282,Figure 2B,passed 11-7-2006) Apache Junction-Engineering Design Guidelines and Policies 0 1 ARTICLE 10-3. STREET DESIGN AND CONSTRUCTION Section 10-3-1 General comments 10-3-2 Street geometrics 10-3-3 General technical information 10-3-4 Design staridardsgoidelines 10-3-5 Street structural section(aggregate base,asphalt base course and asphalt surface course) 10-3-6 Street improvements 10-3-7 Construction 10-3-8 Engineer reports §10-3-1 GENERAL COMMENTS. (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 GuictaisStandards 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) §10-3-2 STREET GEOMETRICS (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 current City ofApael,June-uoHPhoenix Traffic Barricade Manual Street Design and Construction OWN (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 MEDL4N 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 providmg 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 withm 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 pnmary purpose of collecting and distributing traffic to and from arterial streets I 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 COL-LECTOR A collector street serving predominantly residential land uses Apache Junction-Engineering lleMgn4>n+flelinee 41141-1'43.1ic-iesStandards 2 (c) CUL-DE-SAC A short local street having but 1 end open for vehicular traffic,the opposite l� end being terminated with a permanent turnaround (d) DRIVEWAYS 1 COMMERCIAL DRiVE-WAY 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,artenal,collector,and local (1) Parkways Parkways provide for efficient movement of large volumes of through traffic Direct access is limited (2) Artenal 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 Street Design and Construction 3 Street Type Detail Local AJ-20 1 Collector AJ-20 2 Minor and Major Arterials AJ-20 3 Principal Arterials AJ-20 4 Parkway AJ-20 5 (1) Street classifications are determined by location and/or mtended use (2) All developments shall provide for public arterial and collector streets at their normal alignments except in the special area Pefttili4Lost Dutchman heights or as approved by the City Engineer Commented[ES25] Name no longer i,use replace with Lost Dutchman Heights (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) §10-3-3 GENERAL TECHNICAL INFORMATION. (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 ctty's Development Services ON 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 constructio , commented[E526]:This is a survey item The State Board has written-appro ai;replacement of monuments for areas outside the nght-of-way shall be per Arizona State Boar I rules&laws governing placement/repiacemert of survey of I echmcal Registration rules and requirements t monuments,we will defer to them (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" Apache Junction-Engmeenng Standards 4 (3) All existing monumentation shall be preserved both horizontally and vertically (C) Bamcades 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 bamcades shall be constructed per MAG Standard Detail 130,Type"B modified with red and white reflectorized stripes using engineer grade reflective sheeting (3) Bamcades 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)pnor 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 an$••strapirm-shall be per the latest MUTCD and stripint strnll.heper tl3c._Iatc t..-c.lrn n._of-_31SfIlO s f,co€ne€itc 1}cst,n of.._Highwais-urtd Strgct4 S.l&ning and ytrrpin sntil_be approved by the atv{Engineer Commented[ES27)•Signing/stripmg in public nghtof-way 1 reviewed&approved by PW-Engmeenng Pavement M1tarkme Plans I 4:;c cral Notes A All pas etsient mark•nas shall eonforrn to the Arizona Department at I.<wspartatton Standard Drawings and Speciticattons unless otherwise specified in the latest eddied of the hl inual on t,nf;tcirnt.,._...ai:ftc(,;onn;ol IJcstcc_l dhogk_uras._nytui Pr?.the_Maras. I3. All lane dimensions are from eclair of lane lira,center of double lane line.thee of eurb,of edge of pavement unless otherwise noted. C five pavement'narking drawings ire schematic onl . Elie contractor shall follow all tn>rctl ican dc_tails.�and st.indards when.rnstalling.pavenient striping vmarking_s and markers D. .11E signing and pavement markings shall be installed within five(5)days of eompietion of the final lift c'lasphalt c r as_required by.the[flgrneer. Ile coritt actor shall dean the...oadsv ty sal lae.eto the satisiact ion.ctLthe 1,ngmcer by vwve.Q..}n and iiract blowing io,mcdratciy prim to tnc placement of all pad.merit mirktiirs, 2 Plan Reeiununcrds A North arrow and scale shall he mei tided on.cach_plai sheet,excluding notes and detail sheets. 13 RCM_ edge of pavement ti.d curbs are to be e iculy dclrncgtcd t xtliidc rtrttn.;g f tt dirica, utrlilas,topographic Imes,.etc .Include all drveways and r.atersecituig streets .-- t Iamits at the projetit.b glrmrng and ending..stations.aie to be-pro provided Ilse limits at pavement sorbet_treatments that are being applied to eilaw lcac-p ir.ement_marking_changes should alga be. defined Street Design and Construction 5 D Centerlines mid stationing are to be itinsided mid shown vw.hin the,oadvsas•,.rats,not exit f ,o the earl)or edge]tries l' 1 tper!ernctlts th ay,t 1pen_...tnn 2e ieugths,alpro ieh and departure tapers)relative to the oadwav & i_zn speedorpsted speedIimrt Perth latest Attainot 1.A'41 ll s Gcometrte Design of I liehwav s and Streets I. f'he proposed netts slr s tnr,patterns and type are to be eompairble with vxrsttn;,striping on It ends ot thcprujeet it ell'triped Imes ue to be labeled corrccrie 1.1 iiistgehne si rpin};should end at the begeming tit the radars,_ Dint of curvature(PC_).:ciaterlme striptni ends at rind radius I .Sin,in,�r i:i teen on either ,side of the Novel.,andtransitions from existing t_. �._!. isi should extend t..... tfrp,ngI`rrtternstrr ne«I at:icr;ns._'P.ukhr&tined._ r The roadway cross section is to be pr'tperls'dimensioned at locations where the etoss section ,ranges. [his.nclu�lesbeitamuniis and ending ot median and edgeltnete urblme tapers,be<mtuin: e;nl ending of Fine shift tapers ot hatters to add•a lane.both legs of major intersections,and locations Sx ltcrc the_pavement widens gat._narrows.,,,,...Thedimensientng_sh<thn cludcHidtha cif all lanes(thou,turn multi use,bike),median widths,and payed shoulders Coss section chance 'mations shall be denoted by station Striping taper lenc,hs shall he noted fe Crosswalks'and stop lines are to be properly placed relative to sidewalk ramps and median wal thrviighs The_approach crosswalk„line,shall„be,si need4.ae�et_tromthestoplfne and the crosswalk lines shall be spaced lU feet apart. L Pavement Arrows and QNLYs for mandatory turn lanes are typically a a>iad orb at a"tarized niter yti.......1r......_and ON..L\.si,,crtn_h_dart.red._ft__w sf tohzcd._...terse. ;un._rt._thc.._tlugreKrpp of the Engineer er 1 hc roe ation of the spproac h edge of all legends should be either')p 2p!stoned tt vcaliv trout the stop!ine.or stationed NI All rrtadtvas names should be identified,include side streets N Art app*oprtate tale block desu naung st.lbmittal status date designer.and engineer shall be pri_sidearrncach..pl trtsheet.. t) A seppraui sheer eontammggsperal notes,_symbol leaflet_pavement r.;ukmk duamiim ,and ^ details snail be provided. raffle Srguuai Plans I General Notes ..._._.._...__......._........................... A All signs shall conform to the latest edition of the Manual ot Uniform I raffle Control Devices 13. "a s iras he modified and locations adjust to nit conditions as directed by the i n sneer All s gn station locations are approximate I'he contractor hall verr.ty actual sign foe ations wu` 1.ngm_eer prior to the tnstttlhrttonol all stuns I) IIa contractor shall be responsible for coordrnatana_ail wort with Blue,Stake and for installing_ all traffic signs in the field. r. ilu1)es gn Speed for the road_ts : ila Posted Speed lunrt for the road is ...Sign phi.cmen'.._shah.b e based onlhe_postcd speed limit Apache,Junction-Engineering Standards 6 2. Plan Requitelllelas. A Al!.auultrg shall lnnlortrt iu the latest edition tti the Mamial+to t'irtlprnt s iillic.Control Deuces I:tndheok 13 North arose and scale shah be included on each plan sheet,excluding notes and de ul suet rs C i.)esru-1 speed and posted speed limits of the protect are to be muter tie Inane``aping (wne-al Notes, .._ilt)Vii_4d..al nay yemem:..ma curbs are to he elritris delineated Lx.clude draittc, _iaytllft s_ !ttlittit„3,..ttaiQgrAltate erne ete. include all L ivew:Ss.__ind intersecting streets. I. shot the esistine roadwat am proposed staninn for 500 feet beyond the f r-otect stints the nearest intersection, hinhever,s less. } Ihe base sheets tor the ii:nuf_lans shall.._bk.the paverraerns mark rn'...1.'.lal.`hwtslhese sneets shall show Hunch lutes and include the traffic. it Bill..street lighting and pasenrent rnats.ing in the background All major and minor streets shall be tdentthed and labeled correctly the plan .symbol legend may he included dependm<,unavailable space All signs w,ll he oriented ua,he el martin seen I.. thc._nagtoring_pubhc_�oh the correct I Hth`A.._tgn._tllpstrat.rm...tnctielc.ntti,.cd h.... the Mum)i)le'ter/nii mber or appropriate designation and station. tli Sbow all new and existing signs wain the right=ill_;ay and idiiiti them. Lapel the existing "[XIS!f SIGN" tad either to remain,rciocate.in to he removed II the sin is shown on c slice i,thew them hi lei out of ,t€th dashed Jules. H. Placement of the signs,refer to town o.t Gilbert Standard th inl 201 and 201A \'t t.h tl e nodih1.an m that the No Park trig rani shall he no smaller than 8-rt.8` and that the No Poi.t0 '" nlbuls._rul,._rtt o instfi.... l..tn t;ill.specd._ltazit,,.. is... I Signing quantities rid installation location are subject to c h Inge.at the time of installation J ltnv Jign that is to be installed wwithin''feet_of an existing street liltt note shalt be installed on that pots and not on a separate support Signs alai need to be remitted during coast,ninon shall be done w hk the(:untractmt at their e +ense 1 c(.ntr cto shall allow the concrete n lht I!.tildes to cure loi at least hours pruarto sio.iit.•_:g 1. All signing shall he installed within five(.5)days after the instillation of the lust tit o.t.asphalt (Ord 1282 §3 3 passed 11-7-2006) §10-3-4 DESIGN Gt4DEUNI5SSTANDARDS Street design will be in accordance with the following cntena,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) Street Design and Construction 7 OMS (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 charactenstics,and designed based on the following factors (a) Traffic factors such as capacities, turning movements, vehicle size and operatmg charactenstics,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 dnving 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 view and judge the relativk 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 occumng 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 mtersections 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 Apache Junction-Engineering Design-Guidellnea-awl-PolrffesStandards 8 (b) Lines of sight Lines of sight will not be obscured between 24 inches and 6 feet through a triangular area adjacent to a dnveway,an alley or a street,where such access ways mtersect 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 I) 1 Commented IES28I Update as needed,or defer to MAG detail 1 if evadable We've had issues with this m the past......._._.� .J (C) Sight distance (1) Adequate sight distance shall be provided at all intersections,alleys and driveways(see Apache Junction Standard DetailEAJ-26 1) Formatted Highlight (2) The determination of whether an object constitutes a sight obstruction shall consider both the honzontal 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),curbmg 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 giadelifresstandards (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 minunum (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 f Street Design and Construction 9 (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 guidelinesstandards (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 4uRieltResStandards See Table 10-3 1 undelr 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 TL= WxS2 60 (b) When the design speed is 45 mph or greater TL=WxS where TL= Taper length in feet S = Design speed m 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 001104, if" Apache Junction-Engineering Design-Guttleit tes-rt$d-'ulifiesStandards 10 A (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) §10-3-5 STREET STRUCTURAL SECTION(AGGREGATE BASE,ASPHALT BASE COURSE AND ASPHALT SURFACE COURSE) (A) Flexible pavement The flexible pavement street structural section for public streets shall be the minimum depths shown below .JF ACE TREATMENT —F't ANT MI :'EE NOTE 4 . / OURFACE COURSE ■ n I_....__:� ...,.1 .w„ Z� A 1i l i 1=1 \ I q r /, —R_ANT MD. „a` BASE COURSE SDM'Ac" JRtsRADE t.._.. A B., AS PI_CIF IED --..-__.........1 • • • Table 10-3 1- Street Structural Section(Minimum Depths) Street Classifications Asphalt Surface Asphalt Base Course ABC Fill Course(A) (B) (C) Parkway 2 5 in -A-19** 3 in -A-19 12 in* Arterial 2 5 m -A-19** 3 in -A-19 12 in* Commented[ES291 Due to recent changes in MAG specs for Collector 2 in -A-12 5" 2 5 m -A-19 8 in .curing compaction. 1.5 inches&less is by a rolling pattern,not by testing. We had issues with the rolling pattern method on l6g' Avenue Street Design and Construction 11 Local Street-Residential 2 5 m -A-12 5** 0 in 6 in Local Street-Commercial and Industrial 142 to -A-12 5** 2 5 in -A-19 8 in. * See Note 1 ** See Note 4 rook Apache Junction-Engineering Design-Gwrleltneira►tid I'elifiesStandards 12 (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 for new roadways shall be placed at the end of the 1-year warranty period. Surface treatment shall be Grade SS-lh 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 geotechmcal 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 sit'-City Engineer 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) Street Design and Construction 13 §10-3-6 STREET IMPROVEMENTS (A) Medians (1) Median widths Median widths(raised and not raised)are as shown on Apache Junction Standard Details AJ-20 4 and AJ-20 i Commented[ES30]•Do we really need a picture to show this, or can we describe it in words,or is there a MAG detail we will (2) Median curbs Median curbs shall be installed per Apache Junction Standard Details AJ-20 4 and defer to? AJ-20 5 i Commented[ES31].MALT (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 commented[ESi32].MAGI (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 Apache Junction-Engineering tandards 14 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 mterchange 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 Gnide}+aes-Standards 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 pnvate 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 Street Design and Construction 15 constructed in accordance with MAG Standard Detail 220,Type"C or"D" (3) Ribbon curbs Where nbbon curb is needed and approved by the City Engineer for public streets, the installation of the nbbon 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 Table 10-3 2 Minimum Curb Return Radii at Intersections Parkway Arterial Collector Local Parkway 35* 35 30 ** Arterial 35 35 30 ** Collector 30 30 30 25 Local ** ** 25 20 *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 artenal streets at all street intersections,and at dnveways where warranted For left-turn lanes at signalized mtersections dual turn lanes Apache Junction-Engineering 1 Standards 16 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 Table 10-3.3 Minimum Length of Turn Lanes Street Classification Turn Direction parkway and Collector Arterial Left Storage 200* 150 Taper 150 100 Right Storage 150 100 Taper 100 100 *Length in feet (D) Street widening (I) 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 mterval is required by the itv Engineer /� (3) Also the plan sheets shall show the existing cross-slope from the existing centerline of the street to r 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 Se*FieesCity 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 Street Design and Construction 17 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 guidehtwestandards I (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 , City 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 compacted aggrega+ base course(ABC) (G) Sidewalks (1) Construction standard Parkway, artenal 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 OiN (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 Apache Junction-Engineering tandards 18 (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 (4) Location (a) Sidewalks along collector, artenal 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(BX6)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 I J Commented[E533].MAG? (c) Existing intersections Projects that adjoin or include an existing public street intersection in • which sidewalk ramp(s)are not existing are required to mstall 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 11. commented[E534]•MAGI We also have the John Vermaaa detail,roll curb to std driveway (2) Commercial and industrial properties Commercial and industrial driveways shall be installed per Apache Junction Standard Detail AJ-24 11 I Commented[E535]:MAG? Also,we need to include a table for driveway widths at public right-of-way G.g.30-ft wide commercial driveways instead of 24-ft wide (3) Existing curb installations The installation of a dnveway 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 section on curb and gutter(division(BX6)above) The dnveway shall be constructed per Apache Junction Standard Detail AJ-4 ii `Commented 0E5363 MAG9 (4) Driveway location limitations (a) New access A new access driveway will not be allowed (measured to the driveway centerline) /.4% eirN Street Design and Construction 19 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 hne 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 dnveway 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 ongmal curb and sidewalk construction per Apache Junction Standard Detail AJ-24 1 commented[ES37].MAc? 3 (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 (Commented[E538].MAG? (I) Deceleration lanes Deceleration lanes may be required on streets m conjunction with driveways and ,MIN shall 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 Apache Junction-Engineering }esign-Cuidelinr9iFftd-PoltetesStandards 20 f (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 (L) Streetlights (1) Position.Streetlights shall be positioned a minimum of 1 foot back of the sidewalk or a min mum 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 followmg table Street Design and Construction 21 Table 10-3 4 Minimum Streetlight Standard Street Type Luminaire Height Spacing (Feet) Min/Max (Feet) Local Residentia 9,500 32 180/200 Indust/ 9,500 32 180/200 Comm Collector 16,000 32 180/200 Minor and 30 000 35 180/200 Major Arterial Principal 35 180/200 Arterial and 50,000** 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 con (Salt River u o ect)City of Apache Junction Standard Detail number for tlik commented[ES39] We recently created our own area light streetlight poles, details 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 Apache Junction-Engineering tandards 22 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 Pnncipal arterial and parkway-50,000 Lumen 2 Lummaire mounting height;and 3 SRP City of Apache Junction 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 es 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 Am. Street Design and Construction 23 ^ (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 majonty 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, OIN 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) §10-3-7 CONSTRUCTION oaks. elm% Apache Junction-Engineering t?e ;n-Gasadelmes-and-PoltelesStandards 24 (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 workmg within the city nght-of-way shall have a current Apache Junction business license,proof of current insurance,and be subject to applicable tax laws The certificate of insurance shall also list the city as additional insured (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 permanent traffic control devices are installed to the approval of the city (G) A dust control permit is required from Pmal County (Ord 1282,§3 7,passed 11-7-2006) §10-3-8 ENGINEER REPORTS. (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 mmimum,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) Pedestnan,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 Street Design and Construction 25 (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 stnictural 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 muumum of 2 feet for a longitudmal match,or a perpendicular match. Exact pomt of matching and method of tnmmmg(saw cut or wheel cut)shall be determined in the field by the city (d) Other details Supplemental sketches,details,calculations and design rationale to su ort an iustrfy engineering design shall be provided as needed and as requested by the City Engineer (Ord 1282,§3 8,passed 11-7-2006 • 4 Stormwater Management 1 ARTICLE 10-4 STORMWATER MANAGEMENT Communed[E540]:This section will be updated when ADEQ issues the new NPDES permit late 2015/early 2016 Section 10-4-1 Introduction 10-4-2 Stormwater standards 10-4-3 Stormwater Master Plan 10-4-4 Stormwater Plan and drainage reports 10-4-5 Hydrology 10-4-6 Street drainage,flow 10-4-7 Storm drams 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,Dramage and Retention Agreement(Sample) Exhibit 10-4 2,Drainage and Retention Certification Letter(Sample) §10-4-1 INTRODUCTION 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 Mancopa County,Arizona Volume I,Hydrology and Volume II,Hydraulics have been adopted by the city as a basis for design guidance and cntena,except as amended herein. (Ord 1282,§4 1,passed 11-7-2006) §10-4-2 STORMWATER STANDARDS. The city requires that stormwater runoff for new commercial, industrial, multi-family and residential developments be managed as follows Apache Junction-Engineering 1*.igrt4 u+del+aes-x -d—VoI He Standards 2 (A) Retention The required retention to be contained is the stormwater runoff per divisions(AX 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(BX1)and(2)) (2) For the areas south of Baselme 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(BX1)and(2)) (3) Surface retention is allowed in all newly developed areas (4) Underground retention is only allowed m commercial and industrial areas (B) Streets (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 nght-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(BXI)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 bndges Low water crossings shall not be used without the City Engineer's approval Stormwater Management 3 (C) Off-site flows (1) Off-site flows are flows that onginate 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 ongmatmg 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 nght-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 nght-of-way that the project must retam 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 FEMA flood plain development requirements and to the requirements of the late4t 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 Junctio includin b t not limited to 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 floodplams/flood-prone areas and erosion hazard setbacks identified on previously and subsequently drainage studies commissioned by the City Engineer Apache Junction-Engineering Destg taudards 4 7. Any ephemeral natural watercourses that ionvev runoff during ram events. (b) For the purpose of this section,the following defimtion 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 Floodplam 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 Anzona 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. Stormwater Management 5 (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 m 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) Removmg 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 pnor to the approval of the plat or plan Drawings,plats,plans and the like shall comply with the city standards,set forth m 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,mming,dredging,filling,gradmg, paving,excavation or drilling See Vol II,§10-4-4(B) (Ord 1282,§4.2,passed 11-7-2006) §10-4-3 STORMWATER MASTER PLAN 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 and is available ih electronic format on the city s website (Ord 1282,§4 3,passed 11-7-2006) §10-4-4 STORMWATER PLAN AND DRAINAGE REPORTS. (A) Stormwater Collection and Retention Plan The Stormwater Collection and Retention Plan shall include but not be limited to the following Apache Junction-Engineering •Standards 6 (1) The watershed boundaries, both on-site and off-site shall be delineated on the drainage map ^k 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 I-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 basms 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 floodplam 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, industnal,multi-family and residential subdivision developments The report must be presented with preliminary development plans Complete engineenng reviews shall not occur without this report,which shall be on separate, letter-size,typewntten 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 ro sed streets and build ing proposed sites Label by number the different critical Stormwater Management 7 points and where inlets/outlets are to be located The uilets/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 m 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 m cubic feet,and (h) Proposed retention basm 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 descnbe 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, Apache Junction-Engineering 1}e4gia4 iiiilellnei-arid-1'oi+ci iStandards 8 (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), (1) 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, (1) 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 basm(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 dram pipe capacity,HGL and velocities (Ord 1282,§4 4,passed 11-7-2006) /11S Stormwater Management 9 §10-4-5 HYDROLOGY (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 appropnate,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) §10-4-6 STREET DRAINAGE,FLOW (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 GuidelinesStandards Apache Junction-Engineering Standards 10 (B) Calculations shall be submitted which indicate compliance with the cntena as stated in Vol II,§10-4- 2(B)of these CituilelinesStandards (C) A 7-mch 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 dram inlets. It requires the approval of the City Engineer (Ord 1282 §4 6 passed 11-7-2006) §10-4-7 STORM DRAINS Where the peak flows exceed the capacity of the public street to convey the peak flows,storm drams shall be installed and sized to carry the excess flows(e g.,when the 10-year peak exceeds the spread cntena 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 GuidelinesStandards) All storm drams 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 dram piping shall be sized to carry the excess runoff to meet the street flow criteria descnbed in Vol II,§ 10-4-2 of these Guidelii Standards (b) Where a storm drain is the sole flow path to a retention basin from a development or site,the storm dram 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 dram piping profile drawings,including catch basin runs (B) Storm drain main (1) Location (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 'itv Engineer (b) The storm drain should not normally cross the centerline of the public street,nor cross under curb lines,sidewalks,dnveways and the like (c) Public storm drains located outside of public right-of-way shall be centered within a 20-foot drainage easement 41.111, Stormwater Management 11 OIN (2) Pipe size (a) The mtmmum 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 estabhshing 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 fee outside of pipe to outside of pipe (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 stoma dram 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 nght-of-way Apache Junction-Engineering Standards 12 (8) Pipe materials The following materials are acceptable for constructing conveyance components rr 1 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-m-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 .Public Works Department—Engineering Division 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 pnor approval from the City Engineer 1 Polyvinyl chlonde(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 ON ON Stormwater Management 13 2 The request shall be made through the Public Works Department Engineering Division (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 honzontal distance between inlets within public right-of-way is 30 feet /15 Apache Junction-Engineering tandards 14 (D) Storm drain laterals The portion of the conveyance that connects the inlet structure to the storm dram mains or to an outlet structure is considered a lateral pipe Laterals within the public nght-of-way shall conform to the following (1) Mimmum 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) Stormwater Management 15 (3) See division(BX8)above regarding acceptable materials for lateral pipes that are located within public nght-of-way (4) The connection of the lateral pipe to the main pipe(s)of the storm dram 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 m 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 Table 10-4 1 Manhole Construction Standards Pipe Size Manhole <_ 48 in. >_51 in. MAG Standard Detail Base 520 521 Shaft 522 522 Frame and 424(30 in) 424(30 in) Cover (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 Apache Junction-Engineering tandards 16 (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) §10-4-8 OPEN CHANNELS. (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 floodplam 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 Concreteitsluilite,lining reinforced with 12 gauge,4-inch by 4-inch welded wire Commuted IE541I•"Gunite'(dry process)is a trademarked fabric reinforcement, name,shotcrete is the all-inclusive industry term to correctly describe pneumatically applied concrete, either by the wet or dry `process 2 Natural stone grouted np-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 ,^ Stormwater Management 17 (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 gonite-shotcrrete ar Commented[E542]:"cunite"(dry process)is a trademarked concrete lining reinforced with 12 gauge,4-inch by 4-inch welded wire fabric reinforcement name.shotcrete a the ail-inclusive industry term to correctly describe"pneumatically applied concrete,"either by the wet or dry process 1 A natural colonng 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 Appropnate matenals 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 Apache Junction-Engineering Standards 18 (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 (5) Maintenance (a) Access Open channels to be properly maintained should provide reasonable access for maintenance Mmimum 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 Stormwater Management 19 ^ (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) §10-4-9 CULVERTS AND BRIDGES Cross street culverts and bridges shall be designed to the criteria in the following table Table 10-4.2 Culvert and Bridge Design Criteria Peak Frequencies Street Classification 10-Year 50-Year 100-Year Runoff to be conveyed by Runoff to be conveyed by Runoff to be conveyed by Local and Minor culvert or bridge under culvert or bndge and by culvert or bridge and by Collector road with no flow flow over the road with a flow over the road with a overtopping the road maximum 6-inch flow maximum 12-inch flow depth over the road depth over the road Runoff to be conveyed by Runoff to be conveyed by culvert and by flow over Collector,Arterial and culvert or bridge under the road with maximum Parkway road with no flow 6-inch flow depth over overtopping the road the road Minimum freeboard for bridges is 20ft (Ord 1282,§4 9,passed 11-7-2006) §10-4-10 DETENTION OR RETENTION FACILITIES. (A) Retention methods Allowable methods of providing stormwater retention are (1) Surface storage Where surface storage (le, 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 pnvate developments unless approved by the City Lngineer for public development's and by the Development Services Engineer for private developments and are in conformance with city standard 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 Apache Junction-Engineering Design-Gok1elines-ems E'olitiesStaudards 20 3 Maximum depth of the required retention that shall be retained within a surface retention basin is 3 0 feet(see division(DX1)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(DX1) 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 Stormwater Management 21 (B) Sizing (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(BX2Xa)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 extenor boundaries and to include all interior streets and other nghts-of-way within the project (b) There shall be a minimum of I 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 where VR=Retention volume required(cubic feet) 1 I= 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 1.25C x A where VR=Retention volume required(cubic feet) 0 25= 100-year 2-hour depth of rainfall(3 0 mches/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) /`r Apache Junction-Engineering Design-Guidelines-and-Polic►esStandards 22 Drywell volumes shall not be included in the proposed storage capacities (3) Location (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 dram 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 (D) Grading (1) Depths (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 Stormwater Management 23 1 Stde slopes adjacent to public nghts-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 appropnate,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 Getdultnes-Standards to dictate the specific details of thi 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 landscapmg,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) Retentton/detennon 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 industnal/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 Apache Junction-Engineenng Standards 24 (c) Storage system shall be designed to store the first 30%of the required runoff volume off paved areas(to avoid nuisance water constantly pondmg 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 (F) Overflow/outfall (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 dram,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 (G) Overflow/conveyance (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 pnvate 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 Stormwater Management 25 OMS (I) Disposal/discharge (1) All retention/detention facilities shall have a positive method of disposing of retained/detamed runoff waters All water so retamed/detamed 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 m each retention basin location to determine natural percolation Test results shall be submitted to the City Engineer for approval of the retention basm(s) 2 Drywells 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 carved 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) OM1 :Apache Junction-Engineering Standards 26 Top of the drywell grate shall be set 2 inches above the bottom elevation of the /01 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 dram 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 pnvate street roadway tracts unless authorized by the City Engineer 3 Storm drain discharge Discharge to an existing storm drain with a maximum discharge of i 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 i 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 /01% /,, Stormwater Management 27 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 (K) Embankments (I) 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 Cntena,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 matenal 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 Are, 0111N Apache Junction-Engineering I?e n- >orslrl+ne;and VolieirsStandards 28 normal installation The sedimentation chamber and drain must be lower than the tank dram 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 mmimum 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 mches 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 (1) 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-standards for retention basin development and installed pnor 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 Stormwater Management 29 (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) §10-4-11 DRAINAGE EASEMENTS AND COVENANTS. 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 mstrument or document (C) Public easements and covenants shall be prepared and recorded by the city Pnvate 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 pnvate 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 nght-of-way onto pnvate 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 10-71 in Article 10-7),and 2 A graphic exhibit of the easement area(Exhibit B") (see Figure 10-7 2 in Article 10-7) Apache Junction-Engineering t esegw uiaidin tandards 30 (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) §10-4-12 CONSTRUCTION AND INSPECTION (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) §10-4-13 FLOODPLAIN MANAGEMENT. (A) The City of Apache Junction,having entered into the National Flood Insurance Program by Resolution 79-41 adopted on November 7, 1979, is required to provide adequate floodplam 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 floodplam 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 floodplam management regulations, Stormwater Management 31 OIN (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 g grading and drainage plan be prepared by a State of Arizona o eg eturea registeredi Civil civil Eugiueerengineer, (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 (12) Variances (a) Grantmg 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 floodplam management regulations will result in suspension of the community flood insurance program,and (14) FEMA elevation certificate prepared by a State of Arizona registered civil engineer or land surveyc+r is required Apache Junction-Engineering Standards 32 (C) In order to comply with federal requirements,developers and engineers shall provide the followmg 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-standards 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) §10-4-14 OTHER PERMITS AND REQUIREMENTS. (A) Flood Control District of Mancopa 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 floodplam use permit when required and as appropnate See htto.//www fcd.maricoaa.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 pnor 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 /11164 Stormwater Management 33 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.//pmalcountvaz.gov/Departments/AirQuality/pages/home.asp (2) As descnbed in Apache Junction City Code,Vol I,the developer shall provide Apache Junction's Development Services Department with copies of his,her or its Pmal 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 (2) Drywells (a) Prior to dnllmg,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) Pnor 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 ofIntent(NO1) (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 pnor 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 001 Apache Junction-Engineering ,Standards 34 (c) The operator shall perform,at a minimum,a visual inspection of the construction site once /IN 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.anny 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 Stormwater Management 35 eiN (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 momtor and manage the 404 Areas in accordance with the permit granted by the Corps (Ord 1282,§4 14,passed 11-7-2006) OIN Stormwater Management 37 EXHIBIT 10-4 1,DRAINAGE AND RETENTION AGREEMENT(SAMPLE) For tax purposes EXEMPT PER A.RS §11-112 4.A 3 When recorded mail to City of Apache Junction Engineering Division 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 basm(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 Name Pnnted/Title Company Name Address Apache Junction-Engineenng Design Guidelines and Policies 38 For Development Services Engineer STATE OF ARIZONA) County of Final This instrument was acknowledged before me this_day of 20_ By Notary Public My Commission Expires For Owner/Developer STATE OF County of This instrument was acknowledged before me this_day of 20_ By Notary Public My Commission Expires (Ord 1282,Each.4 1 passed 11-7-2006) Stormwater Management 39 OIN EXHIBIT 10-4 2,DRAINAGE AND RETENTION CERTIFICATION LETTER(SAMPLE) 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 Basm(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) Water 41 ARTICLE 10-5• WATER Section 10-5-1 General information 10-5-2 Water demands 10-5-3 Design criteria 10-5-4 Plan preparation standards l,tu MAIM re iisrernetrts Figure 10-5 1,Water Service Area §10-5-1 GENERAL INFORMATION (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 pnvate 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 mamtam ^ (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,Mancopa 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) §10-5-2 WATER DEMANDS. Developer will provide with plan submittals estimated demands for maximum day flows based on the following Apache Junction-Engineering Standards 42 r (A) Water main design shall be based on maximum day flows,as listed m 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. Table 10-5 1 Maximum Day Flows Proposed Development Maximum Gallons Per Capita Per Day(gpcpd) Low Density Residential 440 gpcpd Less than 5 dwelling units per acre Medium Density Residential 440 gpcpd 5 to 7 dwelling units per acre High Density Residential 440 gpcpd Greater than 17 dwelling units per acre Commercial,Industrial Mix 240 gpcpd Commercial/Industrial Mix 240 gpcpd Commercial High Rise No landscaping or desert landscaping 180 gpcpd With landscaping 240 gpcpd Industrial (does not include process water) 130 gpcpd Hotel/Motel 200 gal per room Schools Without lunch and/or shower facilities 75 gal per student With lunch and/or shower facilities 125 gal per student Malls/Retail Areas 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 ORS Water 43 (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) §10-5-3 DESIGN CRITERIA (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 Street Classification Size 44444 Local Streets 8 inch a++Rfft rtt) Collector t rt?4-say.wn 12 inch Parkway and Artenals or 16 inch or as Section Line Streets directed by the City Engineer (2) Mains designed as smgle 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 m 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 350 duct* Commented[E543] Clsass 50 is outdated naming convention, iron pipe(DIP)which meets all applicable standards and specifications Matenal for pipes larger than 16 inches per AJWD should be Class 350 shall be approved by the Arizona Water Company or WUFCD pnor 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 Laboratones,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 r'1 Apache Junction-Engineering't.andards 44 (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 m 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) Back/low 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 m with its surroundmgs (6) All above-ground backflow prevention assemblies smaller than 3 inches shall be placed in PIS protective cages painted a neutral(earth tone)color to blend in with its surroundings _ 4,,.`l a t z_a-� f i9 ,..t V Commented[E5441'()mite it's a private structure,should not be placed in public right-of-way (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 /1 Water 45 OIS (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 Mamtenance 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 Senes or approved equal) Boxes shall have vertical sides for ease of adjusting Boxes shall have a ngid 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 ellS Apache Junction-Engineering ti,?iodsrds 46 valves that will activate water services Water services will only be turned on after a responsible individual has OIN completed all appropriate paper work to open an account and all applicable fees have been paid Contact the Anzona 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 FueLme 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,engmeer 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?imdi,int.,,hyiirant„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 ht,s.,iinns ted to tht,watts m{iti with mitil"•tum water l Eite�.t}riria_tl.tri tutu have a minimum fi,-inch main valve. Commented 0e451:NFPA 24,Ch 7 states that hydrants shall not have less than a 6-inch line connected to water main (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 4-5-1 4 inches of clearance from the lowest nozzle to finish grade Commented[j546]•Change 15-clearance from lowest norsle to finished grade to an 18"clearance Water 47 (6) A ameva r--murrmt:m clear distance of 34 feet from the centerline of the fire hydrant is required' Commented(js47]:A minimum 3 foot clear space must be maintained around the circumference of fire hydrant (7) 1 IR Ii._I a tt riutle+s s! 111 have Nattunal'standard Threads Fire hydrants approved for installatioh Commented l]s48].Hydrant outlets must have National on Arizona Water Company or WUFCD water mains are •Standard Threads (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 Apache Junction-Engineering sndards 48 (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 ordenng. (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 Size Minimum Depth 8-inch and smaller 36 inches 12-inch and 16-inch 48 inches 16-inch and smaller in 48 inches major streets 20-inch and larger Special design (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 OIN Water 49 (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 pnor 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) it.} f'eciarme<jil ate, �1;i rLclairaea water talcs t s11}>c,cia. c rib,ci r sstActi M A f, standard rsled undo rM_A.(. ',ptcifrcat.ons Set,tx>116l6 §10-5-4 PLAN PREPARATION STANDARDS. (A) Plans shall be on 24-inch by 36-inch sheets (B) Symbols shall be per MAG Standards supplemented by WUCFD Details (C) Onentation of each plan sheet shall be shown by a north arrow PN /1 Apache Junction-Engineering'8:a n tta ids 50 (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 Anzona engineer's signed registration seal pnor 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) Appropnate processing numbers D C 0 (subdivision,re-zoning,site plan and the like)quarter section and associated plans tracking numbers, (10) Legend, (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 Water 51 OIN (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 m nght-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 (0) 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 Apache Junction-Engineering Standards 52 (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 mmunize 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 Item Unit Blow off Each Fire hydrants Each Lateral valve Each Main line valves Each Meter box Each Pipe encasement/sleeving Linear foot Tapping sleeve and valve Each Water main Lmear foot Water service line Linear foot Each item shall be broken down by size and material eltS (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) § 10-5.5 Fit CIRO',I( SUlihlll"1 Al .EQt'IfEMF NTS ..11,3paroved water low.construetion_?Ian sheets shall Inc s.inmatcd to the Development Sersi_cs I Eicincer i x tr ni4 format pp.__ I u Water 53 FIGURE 10-51,WATER SERVICE AREA `Commented[E549].Update with current GIS map from IC Apache Junction-Engineering i).ieii(,c1•1,,lit ,mid l'491,c ,:'.0. i.Lartis 2 PIN Ii t 1 '1 4......1 1 as .r'._' "y ,..... a -: .a_ 'i. . d" 9d 1" ar:. + '1 w]i. 4 1� p>l r I ~ it)1i'=A u, • ?fit'c�am,,�, a i, I 6. .w'" fd tii at,nos4,1,, rt S "30.T if »r e.7 y i - Aa.al� � �_ Ii r — . ' 11 !I 1\ 11 I I. I! I fa i I , ors 1 1 e rr b ! beundanes FIGURE NO 5 1 WATER SERVICE AREA CITY OF APACHE JUNCTION (Ord 1282,Figure 5 1,passed 11-7-2006) Subdivision Plats 1 011S ARTICLE 10-6. SEWER Section 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 10 t-s I lectrorz.,su'Nmtlal requirements §10-6-1 GENERAL COMMENTS. This Article describes the engineering design standards and guidelines for providing the required sewage collection within iiew.4.4twe•kit-le44I44fglieCtt, tfip,tche Ju Ilion and.Vii1 illIh(:.._ippro ed208 Seviert)rsil (Ord 1282,§6 1,passed 11-7-2006) §10-6-2 SEWER LINE EXTENSION POLICY See Vol II,§10-1-4(D)of this Chapter for the sewer line extension policy ^ (Ord 1282,§6 2,passed 11-7-2006) §10-6-3 DESIGN AND CONSTRUCTION STANDARDS. 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) §10-6-4 CONSTRUCTION WITHIN PUBLIC RIGHT-OF-WAY. (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" Apache Junction-Engineering Design Guidelines and Policies 2 (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 : 1 c ? .° t Ti.M.: ti Standard Detail<-,--•?µ- u14 22 (Ord 1282,§6 4,passed 11-7-2006) §10-6-+ LI LCIl Rt.): 1C St.;RIM['"1.: t.:l.LO(.Iltir M.EN IS \.11 ij rrokc.i san€Eary ewer_c pnstrittgr..?lart_shcc.ts siyill l?e St bm it 1 tt....._:he Devc"dopment Sexy zie I nwinut.i. 3,n c1tc9 otm,fornat,.pery 1).... c(C) ARTICLE 10-7• SITE DEVELOPMENT Section 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 10-7 5 1.lectron,c submittal rcgarrcn=es,ts Figure 10-7 1,Exhibit"A"legal description(Sample) Figure 10-7 2 Exhibit B"Map-exhibit(Sample) Exhibit 10-7 1,Performance flood-bond(Sample) Exhibit 10-7 2,Letter of Assurance for Construction of Improvements(Sample) I-:xbintt I0-7 .Impr'ovemant Kyutuantu,A rus meat §10-7-1 SITE PLAN;PRELIMINARY The preliminary site plan review process and requirements are put forth in the city"Preliminary Design- sub;mittal Review Packet' (Ord 1282,§7 1,passed 11-7-2006) §10-7-2 SITE DEVELOPMENT (A) General information All new developments shall provide for vehicle parking,refuse collection,'e DistnetSFMD-emergency vehicle 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 pnvate contractor (C) Waste control See the applicable sections of these c rrsdcl;i:ts-Standrrdsfor any waste control requirements /1 ` Subdivision Plats 3 (D) Vehicle parking and storage yard facilities (1) All developments shall provide for on-site vehicular parking per the following attalettr€e-,st<rac'=_ _I 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(mmunum) 0 6 gallons of CRS2p/square yard First Application 30 pounds of 3/8-inch low volume treated chips/square yard 0 4 gallons of CRS2p/square yard Second Application 20 pounds of 3/8-inch low volume treated chips/square yard (E) Superstition Fire and Medical District(4FMD)access (I) General information All developments shall provide access for F ire DrAFIctSFMD vehicles an personnel per the following g€.aict l+.sta..d,.rrds The P-ife-D+stfistSFMI)has the right of final approval and ma revise these i .e-O inggr.s as individual situations require II (2) Access width,turning radius and minimum surface treatment (a) A 20-foot(minimum)wide access is required for F4f6-1444.tfiratSFMD access (b) 1 Turning radii per r Fie Fmo DiatnctSFMD Details-details are required at all entrances and interior dnveway 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 First Application 30 pounds of 3/8-inch low volume treated chips/square yard 0 4 gallons of CRS2p/square yard Apache Junction-Engineering Design Guidelines and Policies 4 Second 20 pounds of 3/8-inch low volume treated chips/square yard Application (3) Building access (a) Buildings shall be located so that Pife-Di3trietSTMI)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 lire DitaReESEMD to detemmne the specific requirements for the development (c) Fie-DistrietSFMD connections shall be per the Firer z Dist^o'S£MD 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-Di trictSFMD access shall not have a grade greater than 8% (h) Fire lane signs shall be posted on F ictSFMD 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 ,,));1"."._feet apart and at any horizontal change m direction (i) The €ire-D+stfc1SFMD does not allow speed bumps more than 4 inches high or any obstructions that may impede an emergency vehicle response on a Fire-BictnctSFMD access roadway (I) Multi-unit occupancies shall post premises identification, as approved by the Y41-e DistnetSFMD.when bordering l BiretSFMD access Numbers shall be on a contrasting background en) (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-emk ti device approved by the Fiee.DimrietSFMD (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 Distnistj'Mp (F) Landscaping,general information See Apache Junction City Code Vol II,Chapter 6,Landscaping (Ord 1282,§7 2,pawed 11-7-2006) §10-7-3 PUBLIC RIGHT-OF-WAY AND EASEMENT DEDICATION (A) General comments The following requirements apply to the preparation of naps-survey documents which are to be used to dedicate land to the public or to grant an easement to the public for roadway,drainage, Subdivision Plats 5 ON flood control,utility line,emergency or service vehicle access,or other public uses Some of these requirements may be waived by the ,'itt Engmeer if it is demonstrated that the requirements are not I Commented[ES50]•City Engineer determines when ROW 5/is appropriate because of the size or nature of a development Inot required,discussions will include planning&development staff In general,if the public road will be maintained by the city,then a l ROW dedication will be required (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) •VNAEs shall be shown on tl* subdivision plat No driveway or vehicle gate shall be installed which would permit a vehicle to access or cross a VNAE VNALs adjacent to public right-of-way are also subiect to review an approval by the City Engineer in addition to the Development Services Engineer. (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 sketehesexhibits. For public right-of-way and easements not included ill the final plat,prepare Exhibits"A"and"B"as follows (1) Exhibit "A " Prepare a legal descnption of each property on a separate sheet A surveyor engineer registered in the State of Arizona shall sign and date his or her fixed seal,and provide the City Publ Works Department-Engmeenng Divisionepactment with Exhibit"A"on acid-free paper See Figure 10-7 following this Article for a sample Exhibit"A" (2) Exhibit'B" Prepare an sketeh-exhibit of each property on a separate sheet (a) Include ^ 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-ctnyt+ies c registered in the State of Arizona shall sign and date his or her fixed seal,and provide the City Public Works Department—I ngineering Division with Exhibit`B"on acid-free pape See Figure 10-7 2 following this Article for a sample Exhibit"B' Apache Junction-Engineering Design Guidelines and Policies 6 (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 cover documents (b) Have the documents signed and notarized and (c) Have the documents recorded (Ord 1282,§7 3,passed 11-7-2006) §10-74 PUBLIC IMPROVEMENT ASSURANCE ALTERNATIVES. Assurance of construction shall be provided pnor to the approval of the improvement plans (A) Assurance of construction options areas 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 txftik....1'?:.((...:'Wilci -angihis Ar?wk?,or (3) Posting with the city a certificate of deposit for 100%of the estimated cost issued by a banking institution authorized to issue same, (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 off-site improvements and requires concurrence by the itv 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 OD Posting a 1001m/o warranty bond issued by an Arizona qualified surety(see Exhibit 10-7.1 following this •Commented[E551]'Performance cords include wording ford Article)if provisions for a warrant'bond are not already included in a performance bond warranty The amours for both is the off-site construction cost (Ord 1282 §7 4,passed 1 i-7-2006) estimate,so with a performance bond wx already have a 100Y. warranty bond 110-7-S it E(7 RON St.fl\ii l 1Al REOt.il(F AIF M1 LS All approud weter--Rue-consinik.tionplan shuts and reports shallfx . hp lixoti wthcI)ivcli,t1mr.€tt 'services l_n nuci{Incitcgon. iiluiatpci li.!-I_-7tt:). OIN Subdivision Plats 7 OIN FIGURE 10-71,EXHIBIT"A"LEGAL DESCRIPTION(SAMPLE) Portion of Lot 1 of C A Subdivision Project# Additional Right-of-Way Parcel#101-05-?? Owner of Record EXHIBIT"A" LEGAL DESCRIPTION A portion of Lot 1 of the ABC Subdivision,according to the plat of record in the office of the County Recorder of Pins!County,Arizona,more particularly defined as follows of Sec 19,TIN R8E,G& WSR13&M Pmal County,at the North 1/4 Corner 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 Dnve,being also the point of tangency of a nght-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 Beginnmg, 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 nght, thence southeasterly along said curve of radius 20',a curve length of 32 42'to the Pomt 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) Jaw AM. Apache Junction-Engineering Design Guidelines and Policies 8 FIGURE 10-7 2,EXHIBIT"B"MAP(SAMPLE) ' 1 ON /1 Subdivision Plats 9 SUPERSTITION BLVD Monunent Line L S�•x 3.i"�' I 3 1 / PC ( i R/W Lne 55 52 0©' ,a P 2.. ,�a °0B / `PT1 > cl v. [Y NEW ix RAW LINE / 3 S89.55 E BA SUBi)IVISIUN 5.00 a 'a"' •" r LE a4RCF..PARCEL ,o LOT 1 Ex ��, tet-o5-?? PARCEL I0i-05-`)? 4 r lii 1O 0 o d f a' r�3m ':1:C N I U7 L IQ 2�, IC Ins #,o a u++ n3 rExiit U z Utilities Easement � IT y‹, 0 ` U U 11e1 1...4.. ProR Line P,5' o r C a PARCEL. I u Q. ,)5 t? 1 W 7 > a NUT IO SUAL L ,s,lCArE as 0 W 4 Denote G Area of v L;i R/W TAKE 2351 5 f +/- a r 'SP,r, ti ...... P LE d' ICNn,V,., cy EXHIBIT `B Page 4 of 4 FIGURE 72 (Ord 1282 Figure 7 2 passed 11-7-2006) Apache Junction-Engineering Design Guidelines and Policies 10 EXHIBIT 10-7 1,PERFORMANCE BOND(SAMPLE) Bond# Expiration Date PROJECT NAME PROJECT ADDRESS WHEREAS, ("Pnncipal")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 Obhgee 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 A Performance Bond shall be required for a one 1-year Warranty Period which starts at the final acceptance of the 1 entire project by the City Engineer In no event shall the Obligee be obligated to use Obligee s funds for any Public Improvements Al% ON Subdivision Plats 11 SIGNED,SEALED AND DATED THIS _DAY OF 20_ Principal Surety By By Attorney-in-Fact 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) Apache Junction-Engineering Design Guidelines and Policies 12 EXHIBIT 10-7.2,LETTER OF ASSURANCE FOR CONSTRUCTION OF IMPROVEMENTS(SAMPLE) 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,imgation,including engmeenng 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 The City has the iriglit to review�the contents of the Letter of Credit to ensure no conflict of interest exists between the Developer and the Financial Commented[E552]•This is added based on the City's experience with the original developer of Casa Villa _..._......___......._.._..........._.._..___ Institution It is agreed that once construction has started,in the event the improvements in the above-descnbed project are not completed as evidenced either by a lack of work on the improvements for a penod 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 Subscnbed and sworn to before me by County of this day of ,20_ BY Notary Public My commission expires TITLE FINANCIAL INSTITUTION State of Subscribed and sworn to before me by County of this day of ,20_ BY Notary Public My commission expires TITLE Subdivision Plats 13 Approved By State of Arizona Subscribed and sworn to before me by CITY OF APACHE JUNCTION County of Pinal this day of ,20_ By Notary Public My commission expires TITLE Approved as to form City Attorney (Ord 1282,Exhibit 7 2 passed 11-7-2006) ;Apache Junction-Engineering Design Guidelines and Policies 14 E\111BL1 10-7 3 i'1iPR(J F ISIE,A I (,1'1R:1'i F F.ACRELAIF\I' Ill:11%I t.N IAlt:( ITN (►h 'tPAC'HL, II `(.`I ION AND( f(SA MP1A j ibis_A.irtement made and entered,nto this Jay tit :0 .by and between t t. pet eloper") and `he (...1 t't OF APA(Ill J ( 1I(I m Arruna municipal corporaltonCOW l.tenlleet vely.the Parties") for imprt>vgmenl r>a4nan eo lot+ltc..p..rcac_et known t+nas...... t i 'Protect'}located at........ {ate...._}'rope-t....._.>... Mf_..11'.Ai..S _ A11LR1._AS..the Cite failures a perormaacc etiarantet sufficient to complete the 1?ut-uv,irmvroverneats as ShO AT1 on the Improvement flans of the Pririect till RIA S,huth Des eloper rind(an desire that it Certificate of Deposit CSt.urty )be pledeed to the Cue in the amount ( Improvement Guarantee Amount') sufficient to insure and guarantee hat terrtain unprov menus as herei iaiter desenhed,are matte to the Property l':h. tt.riiticate pt 1)posit shall he was a on tic Cunstru ttun_t.,ret Estimate asset Girth .,i i.._ehthu A.prov .u..._!'y Detelopers ( _,nsi tmtt hop ntcrtnd appruradh the DmelopmenlServices I nginecr_and mult.part ofth.s Agreement,and A lit PI.A....the Parties desirc tttsi.t in viim in thcq._Agreement nt rc} luting the holding and distribution iI ution of sack funds and the guarantee of the improvements to be hale is set birth below AGRI I M1..ii I NOW T IERLLORI,,ti,e Parties hereto alive<as tulluivv_ tnpinvencut Guar-mice Amount lPileParti.s,and each of ile hereby direct 1ltmtruial Irisutntion am¢J_(._13nth"i._tn.pkd_ge to('is.._foi iht benefit of Developer...and City the imprertmt it Guarantee Certificate of Depositwhich..:shall be im amount a?I(... wards }I$ }.._It is_ins met Mc intern.and_desire al.Me Parties_that sueh_Improvement(xisarantec_.Amount,hchledAri. to( itv foi ill('Impost or f tinttnteein t_lhat Dr velopei performs wort,On the public improvements to the Propert}.. :vnich irmiroveinerns will he,mad( ui acsu.dancc with 1.it}S Sit nccrmg.standards and.ant, utility Companies' standard; The Improvement Guarantee.Amount shall be hero h Bank man interest hearing account winch shall he an a.count established~tiler for the p,uposes set,loi th in tins Agreement and shall be pledued to Cite ht, Raid.. nt heallli for such improvements Stich specirt improvements to the PropLAN,are thou listed on Construction Cost f st,malt,In I.xh,hrt A D,sinhution nl t unds.__.lhe.Parties rust that the Improvement Guarantee Amount shall only be r.dueed bv City:._m_u.t_amount or a mounts_e._utiL to-tainf,lct.J,irrrI,as specified Inlxh;b l 1 .vhcn.a Id only alien C it a Puhlic. 1A:orki i)npartm;nt_and..anti_utility_utmpitntgsverity that Such work has been eumplctui,_a.pprovcd and tapcicled.:...._ti.srp...ttrtial.pasmant...loran1'.._line rem in sham Ashall_be_allcowed....._I en..percient(It!°'41_trl the....anal amount Set forth in Cahtbit A must ht retained,for a one(;..a 1t ar(_tmsuue ton War tnty!Period,which starts at the final acceptance nl the critire.prolectbs t he C.ns 1 naunccr Authorization i or I.)cvelona to be,cligible lorpamment or reduction m ills a^xxmt of set,unla under Me lams this.Agreement,.it must submit the tollirwing documents tiff(it)_therun__ahe .Authurnati m /111% OIN Subdivision Plats 15 fioeulTWntS a. A ivritten statement signed hi I)evclonef 1ndicat1111z that such Irirproceetiltins ctrt completed turd eductto n sec ut'•V_*eelnesteo. ,9rltten statement st neo bs City Engineer or his i.:l,hcctnle tlesis_riee. "irtl\Ini dial the .unsti'aelm mploy_ements chtuned to be pert ormed be Dlsa toper have in fact been o pertnn)e d as the t.ase rriy re. c Written statements st.:;ried hs die aftecied utility cornpatnewsentvnt,L that t It ci r sit x.uon II,tpro ci.tenr [aimed to l c perisanuedhi Dec(toper t avc in tact eep...per ormed aid leterted,as the i,asc nay be 4. MAIinuon to(,it- Cii'} agrees to i.oti s Baal:at die amount of reductions o.Ile secuntt in.licord.ut with the otos twits set forth herein and in a orneh manner once.the uthwi eat ainI)ocumenf.;noted.those nay., been received-ub eet to the.administrative plycedures established by t tty I.ngtneer City may rely ttypn A.0 butte ltli n Docunlen s as lull authorization to hake.the ri.ducuots re,i ested therein,a,ldshall men rgtt in.lit tin acrintn aceordfnice with such Aomoreat onI)o unienls I i rheesern of a dispute men I)cse(opctan. II, t ity 1 ngiileer cemeenuru the...;.eouelionof he Imr.rovement Cniarantee,Amount ( its shall nor be obli?atedt l eduec an4pornon of the I uprose Went(ruarmtee \mount,nttl(try oecset \u ho tratn Documents signe by both Developer and C.its Ins?.nmcr and in aecordturet with the estatnshcd administrative F rotedures Certification of Receipt of.1 tunas_(ati=lufthct euttrees that it shall cello} to Developer in Rr(ttn r whe r (.,its has rccuved the tunds set['orb in Scclon f. altosc. -the Pat'ti(s aeree and ,inderstand that tits A 2reemei snail not rr cotue etleettst until this certification n.lS been received )y Deis ell>ll.l. h.__.....__.__.Cm-Administrative I ee t is shall charge an administruuselee based on the amount set forth in I ahtii t, 1 to i.tdminister this A„reetnent The aumtnistrauve fee shall ht its lolloss's .1DsllblS'TR.:1 ftbl 11.1 (Pei I..zhibit'A' ..(otlstn,clion C.ostLstttn;atc.J C:OSt Lstii'late i ee K 10.000 to'a 99..vy9 5 -sOb 00 1 Jti 000 to =I99 999 _ S�I ti00 00 ......................_ )00,000 to..::......999.999._..................... .......... ........... ......_.._S -'00000 S I il00 000 to 54,999 99t) ..._....... . '1 .l i t1 I l0 5...2:'Iihi'00O to S9,099,9v4 i 'ill 0 00) 51i 000_000itl more 5IO bill iQ qua of Ili) rovemen.t�iiairrntis \mount It ,s}tr_ed thatonce cots itretetlito has startsd,..!It thl::.eve! iht imprtnt,nentclnithe tbsise describedpro.eu me not completed„ IS s!JttltA.d _itl tl of .vmirk on t. • ntittocemer t,Ito a Jt.i nx1 Ut,nit(Oil)calendar class,Of Imph'scrnl'rt, 1s torsit artist sa. oat aul.lritablcto tl .. Cot} Inztneerand imt in compliance wall City standard& and the Developer teiiscs to make ,atistactcx_- corr.coons.the(.,it,of„Nyack function may emon certified letter to tic said flank drass from i to t cruficate i.t 1)i.no>u the amount necessary to completethe improvements or ina1:c sarsfacmcny,corrections In no event she I City be obligated to use City !tracts for Ji1l�Pubta IrnprusmTtmnis i Iode lnnt t"itallot Devi.toper agrees to^tdcrl t t).... ail h ild hurrnlcss City its ppoart i., Apache Junction-Engineering Design Guidelines and Policies 16 departnunts div,iauris,cnrpluyccs and avuas.loon any and lams_liainhti s_disputes,expenses in lawsuits brought by any ratty as a result of an ne„ligcnt ices or orni :uis oft ity.its atlpuuitei.5 oftieus,departments. divisions. crnpioys,s_ and atei,ts iuiohinu lilt, obligations under this agrcunutt_ mcludinu but not limited to attorney lees,court costs,darn,iI;4s and all_<,ttipellatc proceedings cxpciucs. .......................... )}'lIN[SS WIII Ru. .hy Parties Irave cuyu ea this.1;.iement on the date nd a hrst trove i.it.,t J.,.0/PLR. I L`"11NC.IAI.,INS l t rt..I ll iN [Di:NH..ill'I_RNAMLI (BANK NAMI'l Bs, isi.:........................................................................................................................... IIs. C.CIY (-ITN OF AP.ACIIl:..Jt.NC T1ON,Lin Arizona municipal corporation Its, ATI'ROvi.i:3 AS 1 l3'r ORM. 0 R Jon Stern_ l'LIN Attorney Formatted.Indent Left 0" Cil 1RIZON 1,! COLIN FA-OF Subdivision Pints 17 On 1;0 _hctorc nac. , Notan Pit Lit( in and tot ati Statc.,pu,ottalh'attp<<uc.d .t crsontttv knov,nto me c?i proved to inc on ,he hams of sattstiu•tory e.-Matt t.o bo the person w10s !unit,i>to totter b c 1 to att.vatfun msn unxnt and at.knotkyledg0 to me that he shcexecuted the same inhtsiher tuthor<t.I rl tor(DI\I I OPtR N A'r1t; WI[NESS rats. hand and official seal Notary 'seat) c,IA I r O[ARI/ONA (OtlN F\ o Un . i hct,?rc me i Not'tr' Ponhc III trtd for a dSolt:..I.ersuna.is...i1thear.................._............................... .............._.........._..................personally:known t(imc�..(itr..P..ntvt.d to me.'"1. die basis or awt t a.ton cti tdence)t)ht.tni,person whose nttmyiti s t nc t be d to du,wnhtn instrument and... acknunskdged to rat.that he she exect.ied the stirs na hts;hcr authorized iipactnv tot tHANK NAME). A I UNLSS taw hand and official seal '✓uu,is Puhht. Cutl) ARTICLE 10-8 SUBDIVISION PLATS Section Apache Junction-Engineering Design Guidelines and Policies 18 10-8-1 General information 10-8-2 Subdivision plats §10-8-1 GENERAL INFORMATION (A) General comments This chapter-article describes the city's requirements for preliminary and final Commented[ESs37:to n the chapter,8 is the article within plats for subdivisions and for maps dedicating land to the public and easements for public use 1,,chapter to (B) Completion of improvements No occupancy of any structure built within the development will be authonzed by the city until the infrastructure shown on the improvement plans hay.!-has been completed and approved (Ord 1282,§8 1,passed 11-7-2006) §10-8-2 SUBDIVISION PLATS. (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 (I) Two separate survey ties to 2 section corners-or quarter-section corners are neededregwred The type of monumentation shall be defined. Survey ties shall meet the criteria shown in 10 i_.S([3K2). llorrcontal and vertical control of this chapter. (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 Subdivision Plats 19 (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 (1) 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_ Any FEMA Special Flood Hazard Areas(SFHAs)on or adtact.nt to the subject parcel shall be drawn and labeled (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 nghts-of-way shall be shown and any abandonments and/or extinauishments shall be noted on the preliminary plat An ALTA survey map shall be provided when availabl (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 r^ � Apache Junction-Engineering Desige-6utdelines••n •1elieiesStandards 20 (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 (ll) Any proposed phasing shall be shown (kk) Half-street cross-sections shall be 24 feet to the face of curb minimum (II) Provide lot numbers and tract and parcel labels (min) 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 GuidelinesStandards 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 OIN (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 I 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 Subdivision Plats 21 (ss) The basis of bearings given on the plat shall be shown with reference to appropriate horizontal control as outlined in 10-1-5(.B)(2)Horizontal and vertical control of this chapter record-data-and shall provide a legend and vicinity map City l+m+t-corporate boundary 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 fmal 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) Two sSeparate survey ties to 2 section corners or quarter-section corners are required The type of monumentation shall be defined Survey ties shall meet the criteria shown in 10-1-5(B)(2)Horizontal and vertical control of this chapter (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 appropnate horizontal control per 10-1-5(13)(2)Horizontal and vertical control of this chapterreeo£ded data (14) Street geometries shall match those shown on the approved preliminary plat elliN OS Apache Junction-Engineering Standards 22 (15) Cul-de-sac and turnaround geometries shall meet city and€ire+tietnotSuperstition Fire and eliN Medical District requirements (16) Tnangular corner cut-offs are required at all alley and street intersection corners per requirements in this chapter (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 descnption 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 el 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 descnption and Pinal County recording information and limits of the abandonment is required OIN Subdivision Plats 23 (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 nght-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 and 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 "Fasements 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,pnvate access way) The area of each tract and lot will be denoted on the final plant (35) A current title report mcludmg 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 venfy ownership,any easements on the property affecting development,and m cases of nght-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 Anzona seal,signature and date provided (38) Add the following note to the final plat "The maintenance of landscaping within the public nght-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 PIN Apache Junction-Engineering '4liv-tesStandards 24 (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 authonzmg 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 LIENHOLDER RATIFICATION 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 STATE OF ARIZONA ) )SS COUNTY OF PINAL ,20_ BBENEFICIARY NAME AS SHOWN IN THE TITLE REPORTI BY ITS ACKNOWLEDGEMENT ) On this day of 20_ before me, the undersigned, personally appeared who acknowledged PIN himself/herself to be the person whose name is subscnbed to the instrument within,and who executed the foregomg instrument for the purposes therein contained IN WiTNESS WHEREOF,I have hereunto set my hand and official seal NOTARY PUBLIC My Commission expires Subdivision Plats 25 (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 Phial 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$ DEVELOPMENT SERVICES ENGINEER DATE (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 nghts-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 BY ^ MAYOR Attest CITY CLERK" (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 pnor 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 nghts-of-way for the improvement assurance bond amount Apache Junction-Engineering Design-Cuidelinrs-a►nd esStandards 26 (48) The improvement plans shall be fully approved and the improvement assurance accepted prior to final plat approval (49) Add the followmg 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 pnvate cross access easements for (a) Pedestrian access, (b) Vehicular access,and (c) Drainage (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 govenung entity having jurisdiction over the area in which the tract or the easement is located,at its discretion,may enter upon and mamtam the drainage areas, and charge the Homeowners' Association the cost of the maintenance" (54) Add the following statement to final plat /111 "Owner Agreement 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. By Title" (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 Subdivision Plats 27 /IS (2) When the improvement plans have been approved,the plat shall be signed by the appropnate 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 replattmg or amendment to plats may be subject to changes of ordinance city codes or state statutes which may have occurred since the ongmal 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 ongmal 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 Imes(+/-3 feet or more)of more than 3 lots, roadway alignment,abandonment of public rights-of-way,vacation of easement,rededication of easements or nghts-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 descnption Certificates of correction shall be prepared by the ongmal plat engineer or surveyor (Ord 1282,§8.2,passed 11-7-2006) As-Budts 1 ARTICLE 10-9• AS-BUILTS Section 10-9-1 As-built requirements 10-9-2 Submittals 10-9-3 Mu m um technical requirements (1-9-1 t let,tttmx,subir ttal reyurrcrnt,nts §10-9-1 AS-BUILT 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) §10-9-2 SUBMITTALS. (A) One set of as-built Mylar plans shall be submitted to the city for permanent record The as-built esMylars shall be copies from the original Mylars that contam all the ongmal signatures The Mylar can be either aa-tet-N .!<ir_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 Anzona 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) Apache Junction-Engineering Dekieu i rsiei a g mid Po4i4.4e4Siandarils 2 §10-9-3 MINIMUM TECHNICAL REQUIREMENTS. (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 nms,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 i•Y>ttafAcAffVl): m car (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 As-Builts 3 (d) Note centerline station,offset and elevations to all changes m 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 to otter of ppk,for all street lights, (2) J-box venfication 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) 10-9-4 ELEC:lRO 1('SURN.11P7,%i REQI IRE_1tENIS \Jl approt d constructors plan sheets and renor's snail be submittal re Pic Dc'clvai.ent Scrsicc,1.,ntunect tIi..+ronic tor mnat per§li-l-C(() ANINEK Downtown District and its CCD(Central Zoning District) 1 APPENDIX 10-A DOWNTOWN AREA AND CCD(CENTRAL CITY ZONING DISTRICT) Section 10-A-1 General comments 10-A-2 Intent 10-A-3 Location 10-A-4 Design guidelines §10-A-1 GENERAL COMMENTS This Appendix 10-A describes the Engmeermg 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) §10-A-2 INTENT. The Downtown Area and its CCD zoning classification will be a mixed-use area that will include ONcommercial and residential in a walking environment (Ord 1282,Appendix A§2,passed 11-7-2006) §10-A-3 LOCATION The Downtown Area and its CCD zoning classification is shown on Apache Junction Standard Detail AJ- 12 1 Commented[ES541•update boundary map(s)with current (Ord 1282 Appendix A§3,passed 11-7-2006) boundaries IC already added to Gis §10-A-4 DESIGN GUIDELINES. The Design Guidelines are as detailed in the City of Apache Junction's Commercial Design Guidelines. Commented[EMS].Chapiedartick' (Ord 1282,Appendix A§4) soak Aliilk Apache Junction-Engineenng Design Guidelines and Policies 2 p AIN Rural Area 3 eS APPENDIX 10-B. RURAL AREA Section 10-B-1 General comments 10-B-2 Intent 10-B-3 Design guidelines §10-B-1 GENERAL COMMENTS. 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) §10-B-2 INTENT 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) §10-8-3 DESIGN GUIDELINES. (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 Apache Junction-Engineering i)estgrt{,n+€14.1{nc;an4i A'otwo-sStandartty 4 (2) The calculated Q100 drainage flow velocity at the dip-section shall not be detrimental to a vehicle crossmg 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) Lost Dutchman Heights Area 5 OIN APPENDIX 10-C. POR-FAUSLOST DUTCILMAN HEIGHTS Section 10-C-1 General comments 10-C-2 Intent 10-C-3 Location 10-C-4 Design guidelines §10-C-1 GENERAL COMMENTS. This section describes the Engineering Design-4HidelmesStandards for the special designated area known as"PortaltsLost Dutchman Heights" (Ord 1282,Appendix C§1,passed 11-7-2006) §10-C-2 INTENT Portakti-Lost Dutchman Heights 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) §10-C-3 LOCATION Portals-Lost Dutchman Heights is shown on Apache Junction Standard Detail AJ-12 1 es (Ord 1282 Appendix C§3,passed 11-7-2006) §10-C-4 DESIGN GUIDELINES. (A) Street section and right-of-way requirements (1) fef-Af,zena-Sate Iand-Depaftmeat-by URS fhe-Pnncpal arterial and parkway roadway streets are detailed in Apache Junction Standard Details AJ-20 4 and AJ-20 5 and include 10-foot meandenng 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 Apache Junction-Engineering s n—Ginlet+nes-•and.1?--tlitiesStandards 6 en (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 nght-of-way lme(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 Portals-Lost Dutchman Heights area including •_ "'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 arx±37ttsa,de ___ Earger_storm evt,ntstobc echntatnt.ci withal the Lrosszl :. (2) On-site area stormwater management will need to meet the requirements of tnii.. -ring aeerr rw,- '. Vol.II,iii-iigineertnrt Standards Article 10-4 of this Chapter (3) A number of washes in the Ptiftalis Lost Dutchman Heights area 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) Standard Details 7 ORS APPENDIX 10-D• STANDARD DETAILS Apache Junction Standard Details 1.1 10 1 1Vt21e tl Cavar?�h -----1J 10 2 1 apical.11.1 e r.a Rocks 1J s I t14-441rt �tiefi titto -(3; c AJ 10.4 le wort-As B4.tit}' ::ri4titatorn:Block Commented[E556]'Ai10110.4 are Included mAutoCAD 1.1-4..1....4... --44tistroc tron 4 at4te f drawings that will be made available to the public AJ-12 1 Special Area Map AJ-13 1 Open Trench/Open Pit/Utility Pole- Fencing/Barricade Detail }J..z.1._1 l,rtie*ral sie?u-et ri4J.=tit'»-Hater-Mtttxi I Commented[ES57].MAG 404 AJ-15 1 Shallow Pit Percolation Test Rrequirements AJ-20 1 Local Street Cross Sections AJ-20.2 Collector Street Cross Section AJ-20 3 Artenal Street Cross Sections AJ-20 4 Principal Arterial Street Cross Sections-LostDutchman Heights is AJ-20 5 Parkway Cross Section-LostDutchman Heiahts€ectalts AJ-20 6 Local Street Cross Sections-Rural Area AJ-20 7 Collector Street Cross Section-Rural Area AJ-20 8 Artenal Street Cross Sections-Rural Area Commented[ES5S]:201401 our AJ's street cross sections, AJ-20.9 Principal Arterial Utility Locations_PortaltnLostDutchinan Heights u1090 need to stay AJ-20 10 Parkway Utility Locations-I_ostDutchrnan.l ieightsPet#alrs AJ 21 2 Partial Collector Street Cross-Section ,1J 21 3 Partial Arterial Street Cross-Section Commented[ES59].Use MAG 201&202 AJ-21 4 Partial Principal Arterial or Parkway Street Cross Section _ Commented[ES60].Use MAG 234235 and/or ADOT C -1 tclenti it-Drone =av Fi4tranee—Ro-11-t-a6- 34 .s 05 30 1J-24...i....._.....Corsssrie4'c4 t1-lrxlustrial and Afmtlmait_1)r ivc wav_l::.etttatrc Commented[ES61]:Use MAG 250 with 6-m.minimum AJ-25 1 Median Bullet Nose Location thickness AJ 26 1 Sight Distance Commented[E562]:Use MAG 250 with 6-m.minimum A.1 27_1- Sight Visibility 1'r"iang� th'ckncss AJ-28 1 Street Sign- �_ �� 66 Commented[E563]•Defer to MAG&other agencies AJ-28.2 Street Sign Installation AJ 50 1 Access Barrier 1..commented[E3164].MAG501/502 _... le AJ-200M Backfill,Pavement and Surface Replacement Apache Junction-Engineering a ,-+ +asla Imam-tesl-A'oliekesStami.srds 8 a;-4 Commented[ES65]:SMCFD uses MAC Commented[ES66].Use MAD 530-533 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 kpacbeJunction- rw+uee►H- .4,0Guidettnes,ant4-golieiesEnzineerinkSta ads rds 10 GENERAL INFORMATION STREET INFORMATION (CONTINUED) DETAIL TITLE DETAIL TITLE AJ-12 1 SPECIAL AREA MAP AJ-13 1 OPEN TRENCH/OPEN PIT/UTILITY POLE FENCING/BARRICADE DETAIL CURB) AJ-15 1 SHALLOW PIT/PERCOLATION TEST REQUIREMENTS AJ-25.1 MEDIAN BULLET NOSE LOCATION A�l1 2r .I C IGI IT DISTANCE 1�J-'L[J�IVI 1 1 VIJ 1/"'IYVL A 1 •17 �'I!' LJ T_l llr_Inll IT\/ TI"]I A PI!' 1 rC` TrJ-Z7-T�1�7 l l-V 1 J f UI L I 1 I 11\1/'l l V V L L V CROSS SECTIONS AJ-28.1 STREET SIGN AJ-28 2 STREET SIGN INSTALLATION DETAIL TITLE )-50 1- ;CC`SS B"BRIER AJ-20-1 LOCAL STREET AJ-50 2 BARRIER SPECIFICATIONS CCI IEDULE AJ-20 2 COLLECTOR STREET AJ-200M BACKFILL, PAVEMENT AND SURFACE REPLACEMENT AJ-20.3 ARTERIAL STREET AJ-20 4 PRINCIPAL ARTERIAL STREET WATER INFORMATION LOST DUTCHMAN HEIGHTS AREA AJ-20.5 PARKWAY DETAIL TITLE LOST DUTCHMAN HEIGHTS AREA AJW-101 3/4-INCH TO 2-INCH WATER METER SETTING DETAIL AJ-20 6 LOCAL STREET RURAL AREA AJW-102 COMBINATION AIR-RELEASE VALVE ASSEMBLY 2 AJ-20.7 COLLECTOR STREET- RURAL AREA INCHES AND SMALLER AJ-20 8 ARTERIAL STREET RURAL AREA AJW-103 TYPICAL MAIN DEAD-END BLOWOFF ASSEMBLY AJ-20 9 PRINCIPAL ARTERIAL UTILITY LOCATIONS AJW-106 VALVE BOX AND OPERATOR EXTENSION ASSEMBLY LOST DUTCHMAN HEIGHTS AREA AJW-120 BORE CASING DETAIL AJ-20 10 PARKWAY UTILITY LOCATIONS LOST DUTCHMAN HEIGHTS AREA ARTIAL LOCAL STREET PARTIAL COLLECTOR STREET AJ-21 3---MARTIAL ARTERIAL STREET AJ-21 4 PARTIAL PRINCIPAL ARTERIAL OR PARKWAY STREET STREET INFORMATION DETAIL TITLE A 1 22 1 nESIDL nI IDEWAl K RAMPS In/RO I Cl RB AJ-23.1 RESIDENTIAL DRIVEWAY ENTRANCE (ROLL CURB) DETAIL NO CITY OF APACHE JUNCTION DETAIL NO INDEX AJ - INDEX STANDARD DETAIL AJ - INDEX 1 1 Mckel{ips Blvd z Q 10 Lost Dutchman Blvd , """" rwiiiiii.. 1 `.Snrs c Tep« St t c $ pQa Special Interest Areas Superstition Blvd e7 Coro Downtown Zone °,t_ CM Lost Dutchman Heights i See 1 <4fl i Rural Area 6' c 1 Administrative Boundary Apache Tri rt ,t�nciion St, �� ' 0 Apache Junction £ v Pinat County Broadway Ave r 4 airy m ae I; � ¢ y6Yy southern Ave Lr."""k, 60 i 1 Baseline Ave Guadalupe Rd 1 ¢ a ix m v t°- to 7 DETAIL NO CITY OF APACHE JUNCTION DETAIL NO. AJ - 1 2. 1 SPECIA' AREA MAP STANDARD D. SAIL AJ - 1 2. 1 ) -1 NOTES' y�Q' 1. A SAFETY FENCE IS REQUIRED FOR ALL OPT UNATTENDED TRENCHES 24 INCHES AND WIDER, AND/OR 36 INCHES AND DEEPER C0 x. SAND BAG ALL ' BARRICADES (TYP) 2 FOR UNATTENDED TRENCHES LEFT OVERNIGHT, USE LIGHTED VERTICAL ��`' =. �% ��� PANEL BARRICADES WITH SAND BAGS GF DIRT PILE AND/OR TYPE I, II BARRICADES. ANY 4, ALTERNATIVE SOLUTION MUST BE MIN APPROVED BY THE CITY ENGINEER �/ ) A 3. ALL UTILITY POLE LOCATIONS NOT PLATED wsi ; MUST HAVE SAFTEY FENCE PLACED / 4�.740�,"' ?C THEOS SITE HOLE PRIOR TO CREWS LEAVING ,�,,* ,,0�, �P 4 ALL UTILITY POLES LEFT ALONG THE ,,,� %�e `ZOADWAY, MUST HAVE L\ BAORRICADES PLACED ATIEACHDEND OF // q: THE POLE c2\O4' //// SECTION VIEW �F��' ��� OPEN TRENCH / PIT `" ////A IMIAit UTILITY POLE VIEW UTILITY POLE ALONG ROADWAY DETAIL NO. OPEN TRENCH / OPEN PIT / UTILITY CITY OF APACHE JUNCTION DETAIL NO AJ - 1 3. 1 POLE FENCING / BARRICADE DEATIL STANDARD DETAIL AJ - 13. 1 REV 12/2014 NOTES 1 THE TEST SHALL BE PERFORMED THREE FEET BELOW NATURAL GROUND OR AT THE ELEVATION OF THE BOTTOM OF THE RETENTION BASIN, WHICHEVER IS LOWER 2 THE TEST HOLE SHALL BE PRE-WETTED 12" MINIMUM FOR 24 HOURS, OR UNTIL A STABILIZED PERCOLATION RATE IS ACHIEVED. Or \i\\j�\\j\ \\\ \\�\\//,/j\\�\\�/\\ '\ 3 THE TEST HOLE SHALL BE REFILLED \ \/� ��� DURING THE PRE-WETTING PERIOD AS �i V \\ \ NECESSARY TO MAINTAIN A FREE WATER //\ - �� SURFACE IF AT ANYTIME A FREE WATER ) SEE / \/ SURFACE IS NOT MAINTAINED, THE NOTE 1 \ / \ \x PRE-WETTING PROCESS SHALL BE \ \/ RESTARTED \ \ IMPERMEABLE \� FIRMLY PUSH INTO \/ MEMBRANE \ UNDISTURBED SOIL 4 THE TEST RESULTS ARE TO BE / % A MINIMUM OF 1" EXPRESSED IN THE UNITS OF CUBIC FEET \ PER HOUR PER SQUA /' //� PERCOLATION AREA RE FOOT OF ) DETAIL NO SHALLOW PIT CITY OF APACHE JUNCTION DETAIL NO. AJ - 1 5. 1 PERCOLATION -IL ,!T REQUIREMENTS STANDARD D; )AIL AJ- 1 5. 1 RE" 121°014 '- ) ) R/W R/W NOTES 50' OA ASPHALT CONCRETE 9' 32' 9' SURFACE COURSE *** 4' 2' 14' - 14' 2' 4' ® ASPHALT CONCRETE BASE SAW LANE LANE SA COURSE *** © AGGREGATE BASE COURSE 2% 2% _� PER MAG SPEC 702 2 SIDEWALK 1 * AUXILLARY TURN LANES ) PER MAG STD. 0 2 5 A-12 5 ** MAY BE REQUIRED AT DET. 230 INTERSECTIONS WITH ROLL CURB & GUTTER 0 6 ADDITIONAL RIGHT-OF-WAY PER MAG STD LOCAL RESIDENTIAL CROSS SECTION REQUIREMENTS. DET 220, TYPE C FOR AREAS WITHIN THE SPECIAL ** SURFACE TREATMENT RURAL AREA, SEE APPENDIX B SHALL BE GRADE SS-1 H FOG SEAL IN ACCORDANCE WITH R/W R/W MAG SECTION 333 APPLIED AT A 60'* RATE OF 0.1 GAUSQ YD OR AS OTHERWISE DIRECTED BY THE 12' 36' 12' CITY ENGINEER 4' 2' 16' 16' 2' Sr LANE LANE *** ASPHALT CONCRETE SHALL CONFORM TO THE EAST VALLEY ASPHALT CRITERIA, 1991. ) EDITION AND BE APPROVED BY SIDEWALK / 2% 2% THE EVA COMMITTEE V PER MAG STD 0 2.5" A-12 5 ** DET 230 ROLL CURB & GUTTER LOCAL COMMERCIAL/ 0 2 5" A-19 PER MAG STD INDUSTRIAL CROSS SECTION 0 8" DET. 220, TYPE A FOR AREAS WITHIN THE SPECIAL RURAL AREA, SEE APPENDIX B DETAIL NO CROSS SECTIONS CITY OF APACHE JUNCTION DETAIL NO. AJ -20. 1 LOCAL STREET STANDARD DETAIL AJ -20. 1 REV 12/2014 R/W R/W 66'* - 11' 44' 11' - 5' 3' 2' 4' 16' - 16' 4' 2' 3' 5' S/W MIN BIKE LANE LANE BIKE MIN S/W LANE LANE 2% 2% J I I SIDEWALK \ ` PER MAG STD. 0 2" A-12 5 ** DET. 230 LOCAL COMMERCIAL/ 0 2.5" A-19 ROLL CURB & GUTTER INDUSTRIAL CROSS SECTION 0 8- PER MAG STD DET 220, TYPE A FOR AREAS WITHIN THE SPECIAL RURAL AREA, SEE APPENDIX B SEE NOTES ON AJ-20 1 DETAIL NO CROSS SECTIONS CITY OF APACHE JUNCTION DETAIL NO AJ -20.2 COLLECT .R STREETS STANDARD D, )AIL AJ -20.2 REV 12/2014 _) ) R/W R/W 80'* 10' 60' 10' 6' 2' 4' 12' _ 12' �_ 12' 12' 4' 2' 6' S/W BIKE LANE LANE LANE LANE BIKE S/W LANE LANE 2% 2% I J I I V \_ ) SIDEWALK 1 PER MAG STD 0 2 5" A-12 5 ** SIDEWALK ING DET. 230 ROLL CURB & GUTTER 12"(INSTALL IN PER MAG STD MINOR ARTERIAL CROSS SECTION w 2 EQUAL LIFTS) DET. 220, TYPE A R/W R/W 100'* 14' 72' 14' 6' 3' 2' 4' 12' 12' _ 12' 12' 12' 4' 2' 3' 6' S/W MIN BIKE LANE LANE TWO WAY LANE LANE BIKE MIN S/W LANE LEFT TURN LANE ) 2% 2% I I _J SIDEWALK 2.5" A-12 5 ** MEANDERING PER MAG STD SIDEWALK DET 230 Q 3" A-19 (TYP.) ROLL CURB & GUTTER 12"(INSTALL IN PER MAG STD MAJOR ARTERIAL CROSS SECTION C 2 EQUAL LIFT ) DET 220, TYPE A SEE NOTES ON AJ-20 1 DETAIL NO CROSS SECTIONS CITY OF APACHE JUNCTION DETAIL NO. AJ -20.3 ARTERIAL STREETS STANDARD DETAIL AJ -20.3 REV 12/2014 R/W R/W 150'* 41' 6 ' 41' 10' 3' '2' 12' 12' 1t' _ 12' 12' 2' 3' 10' �S/W MIN LANE LANE RAISED LANE-LANE MIN S/W- MEDIAN 2% 2% I I L 1 I \_ _ SIDEWALK MEANDERING PER MAG STD. 0 2 5" A-12 5 ** SIDEWALK l SINGLE CURB (TYP.) ) DET 230 PER MAG STD DET 0 3" A-19 ROLL CURB & GUTTER 222, TYPE A 012" (INSTALL IN 2 EQUAL LIFTS) PER MAG STD. 4-LANE PRINCIPAL ARTERIAL CROSS SECTION DET 220, TYPE A R/W R/W 150'* 29' 9 ' 29' 10' 3' 2' 12' 12' 12' _ 1 ' _ 12' 12' 12' 2' 3' 10' S/W MIN LANE LANE-�f LANE RAISED LANE--I.-.1-LANE yr LANE MIN S/W- MEDIAN 2% 22%� 1 I L J I I \_ _ V - MEANDERING 1 SIDEWALK 0 2 5 A-12 5 ** SIDEWALK PER MAG STD SINGLE CURB DET 230 PER MAG STD.DET 0 3" A-19 (TYP ) ROLL CURB & GUTTER 222, TYPE A 012'° (INSTALL IN 2 EQUAL LIFTS) PER MAG STD 6-LANE PRINCIPAL ARTERIAL CROSS SECTION DET 220, TYPE A SEE NOTES ON AJ-20 1 DETAIL NO. CROSS SECTIONS CITY OF APACHE JUNCTION DETAIL NO PRINCIPAL Ar ERIAL STREET STANDARD D. )AIL AJ -20.4 AJ -20. 4 LOST DUTCHMAN HEIGHTS AREA REV 10'2014 R/w R/w 150'* 23' 1 4' 23' 10' 3' 2' 12' 12' 14' 2 ' 14' 12' 12' 2' 3' 10' _ �S/W MIN LANE LANE LANE RAISED LANE LANE LANE MIN S/W- MEDIAN 2% L 2% 1 I L. -1 \_ - SIDEWA LK J 2 5" A-12 5 ** MEANDERING PER MAG STD SIDEWALK DET 230 ROLL CURB & GUTTER Q 3" A-19 (TYP ) PER MAG STD DET 220, TYPE A 012" (INSTALL IN 2 EQUAL LIFTS) 6-LANE PARKWAY CROSS SECTION SEE NOTES ON AJ-20 1 DETAIL NO CROSS SECTIONS CITY OF APACHE JUNCTION DETAIL NO. AJ -20.5 PARKWAY STANDARD DETAIL AJ -20.5 LOST DUTCHMAN HEIGHTS AREA REV 12/2014 R/W R/W 50' 11' 28' 11' 14' 14' LANE LANE �Z- 22%/111111111 ASPHALT PAVEMENT CO 2.5" A-12 5 ** EDGE PER MAG STD. 6" DET 201, TYPE B LOCAL RESIDENTIAL CROSS SECTION FOR AREAS WITHIN THE SPECIAL RURAL AREA, SEE APPENDIX B R/W R/W 60'* 12' 36' 12' 18' 18' LANE LANE 2% 2% ) 0 2" A-12.5 ** ASPHALT PAVEMENT EDGE PER MAG STD DET 201, TYPE B LOCAL COMMERCIAL/ 0 2 5" A-19 INDUSTRIAL CROSS SECTION 0 8" FOR AREAS WITHIN THE SPECIAL RURAL AREA, SEE APPENDIX B SEE NOTES ON AJ-20 1 DETAIL NO CROSS SECTIONS CITY OF APACHE JUNCTION DETAIL NO AJ -20. 6 LOCAL STREL ) - RURAL AREA STANDARD D. )AIL AJ -20. 6 REV 12/2014 R/W R/W 66'* ) 13' 44' - 13' 4' 16' c. 16' 4' BIKE LANE LANE BIKE LANE LANE 2% 2% - joimmiliiiii ASPHALT PAVEMENT 0 2" A-12 5 ** EDGE PER MAG STD DET 201, TYPE B LOCAL COMMERCIAL/ O 2.5" A-19 INDUSTRIAL CROSS SECTION 0 8- FOR AREAS WITHIN THE SPECIAL RURAL AREA, SEE APPENDIX B SEE NOTES ON AJ-20 1 DETAIL NO. CROSS SECTIONS CITY OF APACHE JUNCTION DETAIL NO AJ -20.7 COLLECTOR STREETS - RURAL AREA STANDARD DETAIL AJ -20.7 REV 12/2014 R/W R/W 80'* 12' 56' 12' 4' 12' 12' 12' 12' 4' BIKE LANE LANE LANE LANE BIKE LANE LANE 2% 22% MIiikr•k 0 2.5" A-12.5 ** ASPHALT PAVEMENT i ) EDGE PER MAG STD. 0 3" A-19 DET 201, TYPE B 012" (INSTALL IN 2 EQUAL LIFTS) 4-LANE PRINCIPAL ARTERIAL CROSS SECTION R/W R/W 100'* 16' 68' 16' 4' 12' 12' 12' 12' 12' 4' BIKE LANE LANE TWO WAY' LANE LANE BIKE LANE LEFT TURN LANE 2% 2% ) 0 2 5" A-12.5 ** ASPHALT PAVEMENT EDGE PER MAG STD 0 3" A-19 DET. 201, TYPE B 012" (INSTALL IN 2 EQUAL LIFTS) 6-LANE PRINCIPAL ARTERIAL CROSS SECTION SEE NOTES ON AJ-20 1 DETAIL NO CROSS SECTIONS CITY OF APACHE JUNCTION DETAIL NO STANDARD D. AIL - AJ 20.8 ARTERIAL STRL 1TS RURAL AREA AJ 20.8 REV 12/2014 1 R/W R/W 150'* 41' 68' 41' - MIN MIN 26' 16' - 26' MIN MIN I I L \__ ^J 1 GAS 0 0 GAS TELEPHONE O ED 0 TELEPHONE SIDEWALK CABLE 0 O STORM 0 0 CABLE (TYP ) POWER 0 0 POWER WATER DRAIN WATER OR OR SEWER 4-LANE PRINCIPAL ARTERIAL SEWER R/W R/W 150'* 29' 92' 29' 3' 3' 3' 3' 38' 16' 38' MIN MIN MIN MIN ) 1 I L J I I J GAS O - O _ O GAS TELEPHONE 0 0 TELEPHONE CABLE 0 0 STORM 0 0 CABLE POWER 0 WATER DRAIN WATER 0 POWER OR OR SEWER 6-LANE PRINCIPAL ARTERIAL SEWER DETAIL NO. UTILITY LOCATIONS CITY OF APACHE JUNCTION DETAIL NO. AJ -20.9 PRINCIPAL ARTERIAL STREET STANDARD DETAIL AJ -20.9 LOST DUTCHMAN HEIGHTS AREA REV 12/2014 R/W RAW 150' 23' 104' 23' 40' 24' 40' MIN MIN MIN MIN J L I I L. J I GAS O Q O MEANDERING TELEPHONE 0 O CABLE 0 O STORM 0 O SIDEWALK POWER O DRAIN WATER (TYP ) WATER OR OR SEWER 6-LANE PARKWAY SEWER ) DETAIL NO UTILITY LOCATIONS CITY OF APACHE JUNCTION DETAIL NO AJ -20. 10 PAS'' WAY STANDARD D )AIL AJ -20. 10 LOST DUTCHMi- HEIGHTS AREA REV 12/2014 4-LANE PRINCIPAL ARTERIAL 6-LANE PRINCIPAL ARTERIAL PARKWAY 0' 12' 12' � 12' 10' 3' 2' 12' 12' _ 14' _ 24' 14' 3' -S/W MIN LANE��LANE LANE RAISED LANE MEDIAN MATCH EXIST. 2% 1_ 2-� 6.1 4 m._______.7 --1\_Lir: 4 / \_ SIDEWALK - 2' 00 PER MAC STD DET 230 PRINCIPAL ARTERIALS, SINGLE CURB SEE AJ-20 4 & PER MAG STD DET 222, TYPE A ROLL CURB & GUTTER AJ-20 5 FOR PARKWAY, CURB & GUTTER 2% PER MAG STD. THICKNESS PER MAG STD DET. 220, TYPE A DET. 220, TYPE A NEW MATCH EXISTING PAVEMENT 1. THICKENED EDGE PER MAG STD. DET 201, TYPE B 6. TWO-FOOT MIN TRANSITION WILL APPLY TO ALL LOCAL, 2 SAWCUT EXISTING PAVEMENT AS REQUIRED BY FIELD COLLECTOR,ARTERIAL, AND PARKWAY STREETS ALL INSPECTOR MATCH, NEW PAVEMENT TO EXISTING BUTT TRANSITIONS SHALL BE BUTT JOINT JOINT 7 PLACE NEW SURFACE & BASE PAVEMENT OVER EXISTING 3 ALL STREETS TO BE CONSTRUCTED WITH STRAIGHT PAVEMENT (SEE AJ-20 1 &AJ-20 6 FOR MIN. THICKNESS) CROWN OF 0 02 FT/FT 8 WHEN THE ELEVATION OF THE NEW BASE ASPHALT DOES 4 WHERE 12"ABC IS REQUIRED, IT IS TO BE INSTALLED IN NOT MATCH, THE EXISTING ASPHALT AND/OR AGGREGATE TWO (2) EQUAL LAYERS. BASE SHALL BE SAWCUT, REMOVED AND REPLACED AS 5 NEW PAVEMENT AMY REQUIRE ABC FILL OVER EXISTING DIRECTED BY THE CITY'S INSPECTOR TO CREATE A PAVEMENT TO BRING NEW ROADWAY TO GRADE SMOOTH TRANSITION DETAIL NO. CROSS SECTIONS CITY OF APACHE JUNCTION DETAIL NO AJ -21 .4 PARTIAL PRINCIPAL ARTERIAL/ STANDARD DETAIL AJ -21 .4 PARKWAY STREET REV 12/2014 1 1 1 1 -Y-----) .--...-: - - Al — — — � END OF BULLET 1 _ /'%i%/%rrr i; NOSE IS EVEN rririiriairoiiarr,, . D i WITH THE '%7y„ , "! ;-% % / %/% _ _ _ BEGINNING OF THE i -1 20' �- -- 20' 1-'-- - CURB RETURNS 1 — — (------- (--_-__ I I I I I I I I ) LOCATION AT INTERSECTION LOCATION AT DRIVEWAY ENTRANCE NOTE. D=100' MINIMUM MEDIAN OPENING FOR DRIVEWAYS USED BY WB-50 VEHICLES ON REGULAR BASIS DETAIL NO. CITY OF APACHE JUNCTION DETAIL NO MEDIAN BULLET�NOSE LOCATION STANDARD D AIL AJ 25. 1 AJ -25. 1 REV 12/2014 � 1 t � RD •+-1 A BSTR E ET 1600 N 409t, c STREET NAME SIGNS ASTM TYPE IV SHEETING AY2" WHITE BORDER SHALL BE PLACED AROUND ALL SIDES COLOR WHITE ON GREEN (PUBLIC) WHITE ON BLUE (PRIVATE) DIMENSIONS (INCHES) FONT HIGHWAY GOTHIC MOD C (FED KERN) STREET TYPE A B C BLANK SIZES 9"X36", 9"X42", 9"X48", or 9"X54" MAJOR ARTERIAL 9 6 3 LENGTH DEPENDS ON THE STREET NAME MINOR ARTERIAL 9 6 3 BLANK TYPE 0 080 INCHES EXTRUDED ALUMINUM COLLECTOR 9 6 2 5 LOCAL 9 6 2 5 STREET NAME SHALL BE A MINIMUM OF 6" IN HEIGHT AND POSITIONED TO THE LEFT TYPE OF STREET (RD, ST, AVE, ETC.) & DIRECTIONAL ARROW SHALL BE POSITIONED IN THE UPPER RIGHT CORNER BLOCK NUMBER DESIGNATIONS SHALL BE POSITIONED LOWER RIGHT CORNER DETAIL NO CITY OF APACHE JUNCTION DETAIL NO. AJ - 28. 1 STREET SIGN STANDARD DETAIL AJ -28. 1 REV 12/2014 1 3/4"iJ If POSTS SHALL BE STREET NAME 0 + REMOVABLE AFTER s2 CONCRETE HAS SET STREET NAME SIGN I/ \ I SEE DETAIL AJ-28.1 STOP 30" BOLT POST Up j 2" SLEEVE24" 3" 9'-6" FOUNDATION DETAIL 7' NOTES' STREET NAME SIGN AND STOP SIGN MOUNTING HEIGHT SHALL BE MEASURED FROM TOP OF SIDEWALK, TOP OF CURB, OR TOP OF NEAREST PAVEMENT WHEN NO STOP SIGN IS REQUIRED, THE STREET NAME SIGN IS MOUNTED AT 9'-6" WHEN TWO STREET NAME SIGNS ARE MOUNTED ONE ON TOP OF SEE THE OTHER, THE HEIGHT IS MEASURED TO THE BOTTOM OF THE FOUNDATION �� � i SIGN 7- DETAIL POST SHALL BE MADE OUT OF GALVANIZED STEEL AND HAVE 7/16" 18" DIA PERFORATED HOLES SPACED AT 1" CENTER TO CENTER ON ALL / I FOUR SIDES \ _, / + SLEEVE SHALL BE COVERED TO PREVENT CONCRETE FROM ENTERING HOLES. DETAIL NO CITY OF APACHE JUNCTION DETAIL NO AJ -28.2 STREET SIG' ' INSTALLATION STANDARD D: SAIL AJ -28.2 REV 12/2014 ) ) METER BOX — MULTI LAYER PLASTIC, VERTICAL 3 SIDE, MINIMUM VERTICAL LOAD 25,000 LBS. 0 WITH RIGID FLANGE MOLDED IN TOP EDGE AND DUCTILE IRON COVER & HINGED READ LID (MID STATES PLASTIC, INC BCF SERIES OR APPROVED EQUAL) 6" METER AS SPECIFIED UNLESS 07HERNISE -- SPECIFIED (GENERALLY SUPPLIED BY WATER DISTRICT) FINISHED GRADE FINISHED GRADE\ T.,rts>NN\24" MIN COVER 1 X 3/4" REDUCED • oOR 12" BELOW ANGLE METER STOP 'I W/ LOCK WINGS • S SUBGRADE WHICH— 16'• APPROPRIATE SIZE PRIVATE PIPING TO HOUSE EVER IS GREATER FOR LARGER METERS MIN 1" TYPE "K" COPPER PIPE FORD STRAIGHT OR ANGLE COMPRESSION GLOBE METER VALVE .•0 OR APPROVED EQUAL ' �� 1" MIN DIA. is> CORPORATION STOP NOTE 1" MIN ILLISTRATED IS A STANDARD WATER SERVICE FOR %"X%", 34", AND 1" METER ASSEMBLIES N--:' DIA TAP SIZE STANDARD SERVICE SADDLE LARGER METERS AS NOTED ON THE PLANS SHALL USE PIPING AND FITTINGS WITH A >MINIMUM DIAMETER EQUAL TO THE METER SIZE (IN NO CASE SHALL PIPING BE LESS THAN ) 1" METER BOXES SHALL BE PLACED AT AN ELEVATION EQUAL TO THE FINISH GRADE INCLUDING LANDSCAPING EXCEPT IN ALLEYS. METER BOXES IN ALLEYS SAHLL BE SET AT AN ELEVATION 2" ABOVE FINISH GRADE. PQPCHE ✓G CITY OF APACHE JUNCTION k �, 3/4 TO 2 4 .z APPROVED WATER METER SETTING gRizo DETAIL CITY ENGINEER DATE DRAMANG NO JULY 2005 AJW — 101 owes. ,..., 3" STEEL POST PAINTED W/ 1ST QUALITY WATER BLUE ENAMEL GALVANIZED PIPE BRASS INSECT SCREEN OVER END APPROVED METER BOX OR STANDARD 24" MANHOLE „I � METAL STRAP FINISH GRADE 1=111, i i' I.—rrr1J.-I I 1 I I /p = �� a � -Lr. �JJ �, ,i G I P UNION S. 0 COMBINATION `. COPPER PIPE AIR VACUUM `;o RELEASE VALVE_ r Z HAND VALVE 2 1.' 6" DRAIN ROCK CORPORATION STOP (-- WITH SERVICE SADDLE :.l CONCRETE BLOCK i6;4 ,/ COPPER PIPE 1AR—RELEASE AND VALVE ASSEMBLIES SHALL BE INSTALLED AT HIGH POINTS THE BREATHER TUBE SHALL EXTEND ABOVE GROUND LEVEL AND BE PROVIDED WITH DOWNWARD FACING, SCREENED ELBOW. 2 PIPE AND VALVE SIZES SHALL BE SPECIFIED FOR EACH PROJECT BY ATER MAIN THE ENGINEER • 40' CITY OF APACHE JUNCTION PQp.CHf o1 Gti COMBINATION ()- �+ APPROVED AIR—RELEASE 1- v o VALVE ASSEMBLY 0\sic ' Z 2" AND SMALLER c. gR/ZONP DRAWING NO CITY ENGINEER DATE JULY 2005 AJW — 102 ••Illik Ana. DIMENSION VARIES — SEE PLANS _ OR AS DIRECTED BY ENGINEER STANDARD METER BOX TO BE INSTALLED IN NON TRAFFIC (SEE DRAWING AJW-101) AREA UNLESS OTHERWISE SPECIFIED I I I—I p I 11�I-1IIUT I 1 IT 2' THREADED PLUG 21TYP, • I I—I 1I- -ri f—Ti IE1. '1 —III_ 2' BRASS II—I. BALL VALVE 7 ABC 2' TYPE K COPPER COMPACTED BACKFIL 2' SADDLE AND CORPORATION STOP • =11 I I I'2II' �—j�111--111 o�oaA III �L,- ,J!�,I I'1 I • III ro>lla _ I • NOTE. 1 11T"rTri 11— —I I I - 1 SEE DRAWING AJW-104 FOR THRUST BLOCKING DETAILS. FLANGE PIPE -111 .�IIITIII1II--II I 2 ALL PIPE AND FITTINGS TO BE COPPER AND WITH BLIND FLANGE BRASS UNLESS OTHERWISE NOTED. ill1- WATER MAIN/ III i0II II CONCRETE STRADDLE —\ I=I� II_ BLOCK 4 RETAINER I 4 e d ° d dH w1Y A4 d a d v � '1 ^ e d R d • CORPORATION STOP 1 WHO IE I STD SERVICE :I I 1 r FLANGE PIPE `— WITH BLIND FLANGE •�— SEE END OR RESTRAINED END CAP SECTION ABOVE AS APPROVED BY wiqiiiwart DISTRICT ENGINEER I IIr III 111 TOP VIEW CITY OF APACHE JUNCTION PQ�'CHf✓ o`� co. ti TYPICAL MAIN 0 !I - o APPROVED DEAD-END BLOWOFF " - yz ASSEMBLY 4RIZONP DRAWING NO CITY ENGINEER DATE JULY 2005 AJW - 103 NOTES; PAVEMENT, SIDEWALK OR 1 VALVE BOX NOT TO REST ON OPERATING ASSEMBLY CONCRETE RING AS DIRECTED BY DISTRICT ENGINEER 2 OPERATOR EXTENSION REQUIRED WHEN VALVE NUT IS DEEPER THAN 4 FEET FROM FINISH GRADE. NUT i SHALL BE 30" MIN. FROM FINISH GRADE '-1:'% 1 '•= EXTENSION MAY BE COMMERCIALLY MANUFACTURED OR FIELD FABRICATED USING STANDARDS BELOW, AS APPROVED BY DISTRICT ENGINEER VALVE BOX EXTENSION 3. CENTER VALVE BOX ON AXIS OF OPERATOR NUT (AS REQUIRED) 4 VALVES 12" AND SMALLER SHALL BE PROVIDED WITH OPERATOR EXTENSION, Jill ENGINEER APPROVED BASE ON UNDISTURBED GROUND VALVES SEE DETAIL THIS SHEET GREATER THAN 12" SHALL BE INSTALLED ON PRECAST CONCRETE PIER BLOCK PIER BLOCKS VALVE BOX EXTENSION REQUIRED ON ALL PVC LINES 5 OPERATING NUT EXTENSION TO BE HOT DIPPED GALVANIZED AFTER FABRICATION 6. VALVE BOX LUGS SHALL BE ALIGNED PARALLEL TO THE MAIN IT REGULATES VALVE BEDDING ABC , '�7 VALVE BOXES SHALL BE CLEAR OF ROCKS AND BOMPAC AGGREGATEOTHER DEBRIS. PASSPIER BLLR ECOCK (SCONSEEETN, E NOTE 4) RAISED LETTERING IL, o a,...„„„„„,... ___ 'I. o"\\�\ \\!• 111I-11-11-II-II-11-1111= VALVE BOX CAST IRON COVE I ASSEMBLY DETAIL CAST IRON VALVE BOX--0 1•-%i._ tr• o i ,_ CAST IRON VALVE BOX-� , 'O EXTENSION ` 0 I- i i ALVE BOX BASE 2" SQUARE OPERATOR NUT a WELDED TO PIPE SHAFT ; �- VALVE BOX LUG L OPERATOR EXTENSION 1 1/2" SCHEDULE 80 PIPE SHAFT ROCK GUARD, 1 8" STEEL PLATE DIAMETER = VALVE BOX `O Ti EXTENSION INSIDE DIAMETER MINUS 1/2"- 1 fN ll I FLAT BAR 2-1/2" x 2-1/2" x 3/8" 3/ CUPPED C SQUARE4" , APSCREWS -►B I HEAD43 TYPICAL COVER PLAN 3" x 3" x 3/8" x 2" LONG STEEL SQUARE TUBE WELDED ALL AROUND TO FLAT BAR CITY OF APACHE JUNCTION 4pQ�£ v VALVE BOX EXTENSION SECTION ion/ Gti VALVE BOX AND />- . - -I APPROVED OPERATOR EXTENSION - - � I i ASSEMBLY gR/ZONP DRAWING NO. CITY ENGINEER DATE JULY 2005 AJW — 106 p /Mk 1' TO 2' GAP IN SKIDS AT SAND BLOWN JOINTS AND EVERY 6' FOR PIPE INTO CASING TO A SECTIONS LONGER THAN 8' SURROUND CARRIER PIPE STEEL CASING - SIZE PER MAG 602 OR AS APPROVED BY ENGINEER 7 Id CARRIER PIPE AS SPECIFIED A STRAP WOODEN SKIDS TO PIPE, 3 SKIDS PER PIPE SECTION SKIDS TO SUPPORT FULL LENGTH OF PIPE EXCEPT BELL CONCRETE PLUG AT EACH END OF CASING NOTE. MANUFACTURED CASING SPACERS MAY BE SUBSTITUTED FOR WOODEN SKIDS AS APPROVED BY DISTRICT ENGINEER PLAN STEEL CASING attV . \ I D. CARRIER PIPE 0 D PIPE BARREL • '' \ STAINLESS STEEL STRAP dioi i 1 1 1 1 1 BLOWN SAND FILL REDWOOD, CEDAR OR PRESSURE TREATED FIR SKIDS SECTION A-A NOTES 1 BORE CASING DESIGNS TO BE APPROVED BY CITY ENGINEER. CITY OF APACHE JUNCTION j.- moo APPROVED BORE CASING DETAIL U • 4RIZONP' DRAWING NO CITY ENGINEER DATE FEBRUARY 2004 AJW - 120 AM 1, r City of Apache Junction, Arizona 01-* 300 E Superstition Boulevard _' Agenda Item Cover Sheet Apache Junction,AZ 85119 `� o Agenda Item No 4 tt File ID: 15-359 Sponsor: Larry Kirch Agenda Date 9/14/2015 Index. In Control. City Council Work Session Presentation and discussion of proposed amendments to City Code Chapter 8 Business, Article 8-8 Licensing Requirements for Special Community and Private Events and Article 8-9 Sales Within Mobile Home Parks, RV Parks and Mobile Home Subdivisions Attachments City of Apache Junction,Arizona Page 1 Printed on 9/8/2015 Proposed revisions to Articles 8-8 and 8-9 DRAFT — September 2, 2015 ARTICLE 8-8: LIGENSING REQUIREMENTS FOR SPECIAL COMMUNITY AND PRIVATE CIVIC EVENTS 8-8-1 Purpose& Intent. This article is intended to regulate community and civic events for the /1 benefit of its citizens and visitors which enable the City to. (1) Protect life,health,property and general welfare of the City, (2) Minimize expenditures of public funds for community and civic events, (3) Minimize business interruptions during events while promoting business growth and economic development,. (4) Implement a high profile,proactive approach to local economic development through public/private partnerships., (5) Provide a range of community and civic events open to everyone to improve the quality of life in the City; (6) Facilitate the redevelopment and revitalization of the downtown and older commercial areas., (7) Assist the City in implementing its overall economic development goals, (8) Provide a consistent set of standards for community and civic events; (9) Compete on an equal basis with other communities for tourism and other economic development projects § 8-842 DEFINITIONS. For the purpose of this article,the following definitions shall apply unless the context clearly indicates or requires a different meaning COMMUNITY EVENT. An activity or gathering event not exceeding 4 consecutive days in any et calendar year which is conducted, organized and sponsored solely by non-profit organizations or for-profit organizations and is open to all participants on an equal basis. The C011/11. UNITY sponsoring non profit ^- `zationhe COM NITYcMUVzNT a . i uu� a�u.-az,�f r a ate r T Y ava- > > order to R,eet th^ e„ ents „F C/)]11J1117A71TV V ITT EVENT. An activity or gathering with the purpose of promoting or benefittmg the city and its residents and/or the sponsoring organizations An application will be required for any activity or gathering which meets any of the following criteria with the^ ption ^f cit..^ nt (1) Use of or impact/encroachment on any city street, sidewalk, alley or other right-of-way area (which includes any indirect impact that will affect the flow of typical vehicular or pedestrian traffic)that requires more than one city department approval, or will require the approval of more than one city department for inspections, assistance or permits, (2) Is likely to draw a crowd to a venue not properly suited and has the potential to require special accommodations,regulations, traffic control devices or public service works or safety personnel, (3) Presence or participation of any one or more fni-iltiple vendors (for-profit or nonprofit) that arc not already licensed with the city of Apache Junction that intend to make a sale,advertise Am. for sale, solicit sales, offer for sale, , or provides a service or offer/advertise to provide a service and is not already properly licensed to do so by the City of Apache Junction, or This provision does not apply to vendors already in possession of a valid city license issued under this code or city tax code (1) Will require the approval of two or more city departments for inspections, assistance or (4) Shall not include activities such as weddings, funerals,private yard sales(see Chapter 8 7), car shows(see City Code Volume II Chapter 1 6 23)or charity car washes or any event that is a regular programmed event of a city department FOR-PROFIT ORGANIZATION. Any entity or corporation which has been established, maintained, or conducted for the purpose of making a profit NON-PROFIT ORGANIZATION. Any religious, social, fraternal or civic organization which has been designated as a 501C organization by the Internal Revenue Service and which has a valid operating license as provided for in Vol. I, Chapter 8 or the City tax code § 8 2 1(C) Should questions as to form of business arise, interpretations of this section shall be based upon form indicia contained in the following. Arizona Revised Statutes; Internal Revenue Code Rules and Regulations prescribed by the Internal Revenue Service conducted and sponsored by for profit organizations, ages cie er businesses Those events may flet 1 .i tt, f:t stat„s t. ntity o zatio f'o. of:t other order to meet the requirements of a private event. SPECIAL CIVIC EVENT. An activity or gathering event not exceeding 4 consecutive days in any calendar year which is conducted, organized and sponsored solely by the City or in conjunction with a non-profit organization, has been approved as such by the Council during the annual budget process and which is open to all participants on an equal basis The special event f at, Thy at nt do0 t p o zi u dude ham „ C ofit f n at an i�., ..p.. who receive name or title recognition Non profit organizations shall not lend their name or non requirements of a special event /1 §8-8-33 SPECIAL CIVIC EVENT SPONSOR REQUIREMENTS (A) A non-profit The sponsor of any special civic event which includes vendors shall pay a fee of$50 per day This fee shall be paid no later than 10 working days in advance of the first day of the event.A penalty of$5 per day shall be assessed for each working day the initial payment is late beginning with the working day immediately following the initial deadline The special civic event fee shall not apply to those events which do not include vendors or city events. (B) A non-profit The sponsor of any special civic event shall provide the City Clerk with the name, address and telephone number of the event coordinator or contact person at least 30 working days in advance of the event [note this paragraph added back in and then modified] (C) The sponsor of any special civic event shall obtain a completed vendor application,on a form to be provided by the city, from each participating vendor and obtain a copy of the vendor's driver's license for any vendor(s)not already properly licensed with the city The sponsor shall provide the city with these completed forms in addition to a complete list containing name,address and telephone number of each participating vendor no later than;eight(8)working days following the last day of the event (Am Ord 1296,passed 5 1 2007) (D) Any food truck vendor,as defined in this chapter,that is present at a civic event shall follow the process in Article 8-10 of this chapter §8-8-34 SISAL CIVIC EVENT VENDOR REQUIREMENTS. (A) All special civic event vendors who engage or attempt to engage in a sale at an special civic event or who shall advertise or solicit services or products shall complete a special civic event vendor application in order to participate in the event The completed form shall be submitted to the event sponsor (B) Non-profit organizations who participate as vendors at special civic events shall not be required to complete a special event application if their participation is limited to the distribution of literature or information relative to their organization (C) Massage therapists who wish to participate as a vendor at a special civic event shall be permitted to do so provided there is no charge for the service and that such service is provided in conjunction with a person holding a valid city business license and authorized by the laws of this state to practice medicine, osteopathy,chiropractic,podiatry,naturopathy or acupuncture (Am Ord 1296,passed 5 1 2007) (D)Any food truck vendor, as defined in this chapter,that is present at a civic event shall follow the process in Article 8-10 of this chapter §8-8-45 COMMUNITY EVENT SPONSOR REQUIREMENTS. (A) The sponsor of any community event which includes vendors shall remit to the city a fee of$15 per vendor for those vendors not already properly licensed for each event The sponsor shall be responsible for collecting this fee from each participating vendor These fees shall be paid in total to the city no later than 7 working days following the last day of the event A penalty of$5 per day shall be assessed for each working day that the total fee remains unpaid (B) The sponsor of any community event shall provide the City Clerk Department with the name, address and telephone number of the event coordinator or contact person at least 30 working days in advance of the event [note: this paragraph added back in with no modifications] (C) The sponsor of any special civic community event shall obtain a completed vendor application,on a form to be provided by the city,from each participating vendor and obtain a copy of the vendor's driver's license for any vendor(s)not already properly licensed with the city The sponsor shall provide the city with these completed forms in addition to a complete list containing name,address and telephone number of each participating vendor no later than 7 eight(8)working days following the last day of the event. (Am Ord 1296,passcd 5 1 2007) CIS (D) Any food truck vendor,as defined in this chapter,that is present at a special event shall follow the process in Article 8-10 of this chapter. §8-8-56 COMMUNITY EVENT VENDOR REQUIREMENTS. (A) All community event vendors who engage or attempt to engage in a retail sale or who solicit or advertise in any form at a community event shall complete a special community event vendor application in order to participate in the event The completed form shall be submitted to the event sponsor. (B) Non-profit organizations who participate as vendors at community events shall not be required to complete a community event application if their participation is limited to the distnbution of hterature or information relative to their organization (C) Vendors who have an appropriate license shall not be required to pay an additional vendor fee provided they are engaging in an activity covered by the license (D) Massage therapists who wish to participate as a vendor at a special community event shall be permitted to do so provided there is no charge for the service and that such service is provided in conjunction with a person holding a valid city business license and who is authonzed by the laws of this state to practice medicine,osteopathy,chiropractic,podiatry,naturopathy or acupuncture (Am Ord 1296,passed 5 1 2007) (E) Any food truck vendor,as defined in this chapter,that is present at a special event shall follow the process in Article 8-10 of this chapter. (A) T1 of a p e shall p . .. f e o£Q 1-50 per day h.s f e shall be paid no later than 1 0 C Y Y� r�� r � r e cvcnt. ds t t m a plete list n in taing the« r address a„d telephone„ m .- fbe each (Am Ord 1296,passed 5 1 2007) (A) All private event vendors who engage or attempt to engage in a sale at a private event shall complete . f atien elatiye to♦heir a ation (Am. Ord. 1296,passed 5 1 2007) ARTICLE 8-9: SALES WITHIN MOBILE HOME PARKS, RV PARKS AND MOBILE HOME AND RW RECREATIONAL VEHICLE SUBDIVISIONS $ 8-9-1 Purpose& Intent. This article is intended to regulate sales and events within Mobile Home Parks, Recreational Vehicle RV Parks and Mobile Home and RV Recreational Vehicle Subdivisions for the benefit of residents and visitors and which enable the City to. (1) Protect life,health,property and general welfare of the City, (2) Enable mobile home and RV communities to host a range of events for community members whether open to the general public or not so as to improve the quality of life in the City; (3) Provide a consistent set of standards for sales and events within Mobile Home Parks,RV Parks and Mobile Home and RV Subdivisions. e"k §8-942 DEFINITION. For the purpose of this article,the following definition shall apply unless the context clearly indicates or requires a different meaning MARKET DAYS, COUNTRY STORE,BAZAAR DAYS AND THE LIKE. An event at a temporary location not exceeding 1 day per week conducted within a mobile home park,travel trailer park, recreation vehicle park or mobile home subdivision for the purpose of providing goods and services, ancillary retail sales and activities intended for park residents and non-park residents,hereafter referred to as MARKET DAYS (Am Ord 1296,passed 5 1 2007) §8 9 2 7 IMIT A TIONS O S A i ESU �o � z 1�II III I'Tl , n n license an,] .. .♦he„ plicable lieen e f e „fe,al or the,-,,,arket days.. or.l,,.at„r (Am Ord 1296,passed 5-1-2007) §8-943 UNLAWFUL PRACTICES OF EVENT SPONSORS. It is unlawful for any sponsor of a market days event to permit any vendor to set up at the event without vendor having first met all city licensing requirements (Am Ord 1296,passed 5-1-2007) Penalty,see Vol I, § 1-1-11 &8-9-4 PARK MANAGEMENT SPONSOR REQUIREMENTS. (A) Park management,if acting as the sponsor of any market day events shall apply for and obtain a Business Transaction Privilege Tax License from the Ciy Clerk pnor to conducting or allowing park sponsored and authorized ancillary retail sales (e g,market days,craft/art sales,fundraisers and temporary food vendors) (B) Park management shall comply with required sales tax administration and collection processes and shall be responsible for the collection and remittance of city sales tax. (C) Park management shall supply the city with a complete list containing name,address and telephone number of each participating proprietor and vendor no later than 8 working days following the last day of the sale or activity (D) Any food truck vendor,as defined in this chapter,that is present at a special event shall follow the process in Article 8-10 of this chapter 48-9-5 MARKET DAYS SPONSOR REQUIREMENTS• (A) Where the park is not a sponsor,tThe sponsor of any Market Day shall pay a fee of$50 per year This fee shall be paid no later than 10 working days in advance of the first day of the event A penalty of $5 per day shall be assessed for each working day the initial payment is late beginning with the working day immediately following the initial deadline (B) The sponsor of any Market Day shall obtain a completed vendor application,on a form to be provided by the city,from each participating vendor and obtain a copy of the vendor's driver's license for any vendor(s)not already property licensed. The sponsor shall provide the city with these completed forms in addition to a complete list containing name,address and telephone number of each participating vendor no later than 8 working days following the last day of the event (C) Any food truck vendor,as defined in this chapter,that is present at a special event shall follow the process in Article 8-10 of this chapter &8-9-6 MARKET DAYS VENDOR REQUIREMENTS. (A) Where the park is not a sponsor,aA411 Market Day vendors who engage or attempt to engage in a sale at a special event or who advertise or solicit services or products shall complete an event vendor application in order to participate in the event.The completed form shall be submitted to the Market Day sponsor (B) Non-profit organizations who participate as vendors at Market Days shall not be required to complete an event vendor application if their participation is limited to the distnbution of literature or information relative to their organization. (C) Any vendor who conducts business activity at a "market days"event shall obtain the appropriate license and pay the applicable license fee (D) Any vendor who conducts business activity at a "market days" event shall always be in possession of an appropnate license,and such license,or a copy thereof, shall be produced upon the request of any city official or the market days sponsor or coordinator. (E) Any food truck vendor,as defined in this chapter,that is present at a special event shall follow the process in Article 8-10 of this chapter Aii lb. IOW �,gt^ ,z,, City of Apache Junction, Arizona 300E Superstition k 4- Boulevard br c; Agenda Item Cover Sheet Apache Junction,AZ 85119 _,K.... ._,..-Ui h 2• Agenda Item No.5. File ID: 15-348 Sponsor Dave Waldron Agenda Date 9/14/2015 Index In Control. City Council Work Session Presentation and discussion regarding draft Ordinance No 1420 adopting a use tax Attachments. City of Apache Junction,Arizona Page 1 Printed on 9/8/2015 CITIES &TOWNS 15 15=NO Use Tax Avondale Apache Junction 15 Bullhead City* Benson* 15 Camp Verde* Bisbee* 15 Carefree* Buckeye* 15 Cave Creek* Casa Grande* 15 Chandler Clarkdale' 15 Chino Valley* Clifton* 15 Colorado City* Cottonwood* 15 Coolidge' Duncan* 15 Dewey-Humboldt* Gilbert* 15 Douglas Globe* 15 Eagar' Guadalupe* 15 El Mirage* Huachuca City* 15 Eloy* Jerome* 15 Flagstaff Kearny* 15 Florence* Miami* 15 Fountain Hills* Nogales 15 Fredonia* Oro Valley* 15 Gila Bend' Parker* 15 Glendale Patagonia* 15 Goodyear' Payson* 15 Hayden* Pima* 15 Holbrook* Pinetop-Lakeside' 15 Kingman* Sahuarita' 15 Lake Havasu City' Show Low* 15 Litchfield Park* Snowflake* 15 Mammoth* South Tucson* 15 Marana* Springerville' 15 Maricopa' Star Valley* 15 Mesa Superior* 15 Page* Taylor' 15 Paradise Valley* Tolleson* 15 Peoria Tombstone* 15 Phoenix Tusayan* 15 Prescott Wellton' 15 Prescott Valley* WIckenburg* 15 Quartzsite' Willcox* 15 Queen Creek* Williams* 15 Safford' Winkelman* 15 San Luis* Winslow* 15 Scottsdale Yuma* 15 Sedona' Sierra Vista* Somerton* St. Johns* Surprise* Tempe Thatcher* Tucson Youngtown' Article VI - Use Tax Sec. 8A-600. Use tax: definitions. For the purposes of this Article only, the following definitions shall apply, in addition to the definitions provided in Article I. "Acquire(for Storage or Use)" means purchase, rent, lease, or license for storage or use. "Retailer"also means any person selling, renting, licensing for use, or leasing tangible personal property under circumstances which would render such transactions subject to the taxes imposed in Article IV, if such transactions had occurred within this City "Storage(within the City)" means the keeping or retaining of tangible personal property at a place within the City for any purpose, except for those items acquired specifically and solely for the purpose of sale, rental, lease, or license for use in the regular course of business or for the purpose of subsequent use solely outside the City "Use(of Tangible Personal Property)" means consumption or exercise of any other right or power over tangible personal property incident to the ownership thereof except the holding for the sale, rental, lease, or license for use of such property in the regular course of business Sec. 8A-610. Use tax: imposition of tax; presumption. (a) There is hereby levied and imposed, subject to all other provisions of this Chapter, an excise tax on the storage or use in the City of tangible personal property, for the purpose of raising revenue to be used in defraying the necessary expenses of the City, such taxes to be collected by the Tax Collector. (b) The tax rate shall be at an amount equal to two and four tenths percent(2 4%)of the (1) cost of tangible personal property acquired from a retailer, upon every person storing or using such property in this City (2) gross income from the business activity upon every person meeting the requirements of subsection 8A-620(b) or(c)who is engaged or continuing in the business activity of sales, rentals, leases, or licenses of tangible personal property to persons within the City for storage or use within the City, to the extent that tax has been collected upon such transaction. (3) cost of the tangible personal property provided under the conditions of a warranty, maintenance, or service contract. (4) cost of complimentary items provided to patrons without itemized charge by a restaurant, hotel,or other business (5) cost of food consumed by the owner or by employees or agents of the owner of a restaurant or bar subject to the provisions of Section 8A-455 of this Chapter. (c) It shall be presumed that all tangible personal property acquired by any person who at the time of such acquisition resides in the City is acquired for storage or use in this City, until the contrary is established by the taxpayer. (d) Exclusions. For the purposes of this Article, the acquisition of the following shall not be deemed to be the purchase, rental, lease, or license of tangible personal property for storage or use within the City (1) stocks, bonds, options, or other similar materials. (2) lottery tickets or shares sold pursuant to Article I, Chapter 5, Title 5,Arizona Revised Statutes (3) Platinum, bullion, or monetized bullion,except minted or manufactured coins transferred or acquired primarily for their numismatic value as prescribed by Regulation. (e) Notwithstanding the provisions of subsection (a)above, when the amount subject to the tax for any single item of tangible personal property exceeds two thousand dollars ($2,000), the two and four tenths percent(2.4%)tax rate shall apply to the first$2,000.Above$2,000, the measure of tax shall be at a rate of one and four tenths percent(1.4%) (f) (Reserved) Sec. 8A-620. Use tax: liability for tax The following persons shall be deemed liable for the tax imposed by this Article, and such liability shall not be extinguished until the tax has been paid to this City, except that a receipt from a retailer separately charging the tax imposed by this Chapter is sufficient to relieve the person acquiring such property from further liability for the tax to which the receipt refers: (a) Any person who acquires tangible personal property from a retailer, whether or not such retailer is located in this City, when such person stores or uses said property within the City (b) Any retailer not located within the City, selling, renting, leasing, or licensing tangible personal property for storage or use of such property within the City, may obtain a License from the Tax Collector and collect the Use Tax on such transactions Such retailer shall be liable for the Use Tax to the extent such Use Tax is collected from his customers (c) Every agent within the City of any retailer not maintaining an office or place of business in this City, when such person sells, rents, leases, or licenses tangible personal property for storage or use in this City shall, at the time of such transaction, collect and be liable for the tax imposed by this Article upon the storage or use of the property so transferred,unless such retailer or agent is liable for an equivalent excise tax upon the transaction. (d) Any person who acquires tangible personal property from a retailer located in the City and such person claims to be exempt from the City Privilege or Use tax at the time of the transaction, and upon which no City Privilege Tax was charged or paid,when such claim is not sustainable. (e) Every person storing or using tangible personal property under the conditions of a warranty, maintenance, or service contract. Sec. 8A-630. Use tax: recordkeeping requirements. All deductions, exclusions, exemptions, and credits provided in this Article are conditional upon adequate proof of documentation as required by Article Ill or elsewhere in this Chapter Sec. 8A- 640. Use tax. credit for equivalent excise taxes paid another jurisdiction. In the event that an equivalent excise tax has been levied and paid upon tangible personal property which is acquired to be stored or used within this City, full credit for any and all such taxes so paid shall be allowed by the Tax Collector but only to the extent Use Tax is Imposed upon that transaction by this Article. Sec. BA-650. Use tax: exclusion when acquisition subject to Use Tax is taxed or taxable elsewhere in this Chapter; limitation. The tax levied by this Article does not apply to the storage or use in this City of tangible personal property acquired in this City,the gross income from the sale, rental, lease, or license of which were included in the measure of the tax imposed by Article IV of this Chapter, provided, however, that any person who has acquired tangible personal property from a vendor in this City without paying the City Privilege Tax because of a representation to the vendor that the property was not subject to such tax, when such claim is not sustainable, may not claim the exclusion from such Use Tax provided by this Section. Sec. 8A-660. Use tax: exemptions. The storage or use in this City of the following tangible personal property is exempt from the Use Tax imposed by this Article: (a) tangible personal property brought into the City by an individual who was not a resident of the City at the time the property was acquired for his own use, if the first actual use of such property was outside the City, unless such property is used in conducting a business in this City (b) tangible personal property, the value of which does not exceed the amount of one thousand dollars ($1,000) per item, acquired by an individual outside the limits of the City for his personal use and enjoyment. (c) charges for delivery, installation, or other customer services, as prescribed by Regulation. (d) charges for repair services, as prescribed by Regulation (e) separately itemized charges for warranty, maintenance, and service contracts. (f) prosthetics (g) income-producing capital equipment. (h) rental equipment and rental supplies. (i) mining and metallurgical supplies (j) motor vehicle fuel and use fuel which are used upon the highways of this State and upon which a tax has been imposed under the provisions of Article I or II, Chapter 16, Title 28,Arizona Revised Statutes (k) tangible personal property purchased by a construction contractor, but not an owner-builder,when such person holds a valid Privilege License for engaging or continuing in the business of construction contracting, and where the property acquired is incorporated into any structure or improvement to real property in fulfillment of a construction contract (I) sales of motor vehicles to nonresidents of this State for use outside this State if the vendor ships or delivers the motor vehicle to a destination outside this State (m)tangible personal property which directly enters into and becomes an ingredient or component part of a product sold in the regular course of the business of job printing, manufacturing, or publication of newspapers, magazines or other periodicals Tangible personal property which is consumed or used up in a manufacturing,job printing, publishing, or production process is not an ingredient nor component part of a product. (n) rental, leasing, or licensing for use of film, tape, or slides by a theater or other person taxed under Section 8A-410, or by a radio station, television station, or subscription television system (o) food served to patrons for a consideration by any person engaged in a business properly licensed and taxed under Section 8A-455, but not food consumed by owners, agents, or employees of such business (p) tangible personal property acquired by a qualifying hospital, qualifying community health center or a qualifying health care organization, except when the property is in fact used in activities resulting in gross income from unrelated business income as that term is defined in 26 U.S.C. Section 512. (q) (Reserved) (r) (Reserved) (1) (Reserved) (2) (Reserved) (3) (Reserved) (4) (Reserved) (s) groundwater measuring devices required by A R.S. Section 45-604. (t) (Reserved) (u) aircraft acquired for use outside the State, as prescribed by Regulation. (v) sales of food products by producers as provided for by A.R.S. Section 3-561, 3-562 and 3-563. (w) (Reserved) (x) food and dank provided by a person who is engaged in business that is classified under the restaurant classification without monetary charge to its employees for their own consumption on the premises during such employees' hours of employment. (y) (Reserved) (z) (Reserved) (aa) tangible personal property used in remediation contracting as defined in Section 8A-100 and Regulation 8A-100.5 (bb) materials that are purchased by or for publicly funded libraries including school district libraries, charter school libraries, community college libraries, state university libraries or federal, state, county or municipal libraries for use by the public as follows (1) printed or photographic materials (2) electronic or digital media materials (cc) food, beverages, condiments and accessories used for serving food and beverages by a commercial airline, as defined in A R S Section 42-5061(A)(49), that serves the food and beverages to its passengers,without additional charge,for consumption in flight. For the purposes of this subsection, "accessories"means paper plates, plastic eating utensils, napkins, paper cups, drinking straws, paper sacks or other disposable containers, or other items which facilitate the consumption of the food. (dd) wireless telecommunication equipment that is held for sale or transfer to a customer as an inducement to enter into or continue a contract for telecommunication services that are taxable under Section 8A-470 (ee) (Reserved) (ff) alternative fuel as defined in A.R.S. Section 1-215, by a used oil fuel burner who has received a Department of Environmental Quality permit to burn used oil or used oil fuel under A.R.S. Section49-426 or Section 49-4$0 (gg) food, beverages, condiments and accessories purchased by or for a public educational entity, pursuant to any of the provisions of Title 15, Arizona Revised Statutes, including a regularly organized private or parochial school that offers an educational program for grade twelve or under which may be attended In substitution for a public school pursuant to A.R S. 15-802;to the extent such items are to be prepared or served to individuals for consumption on the premises of a public educational entity during school hours. For the purposes of this subsection, "accessories"means paper plates, plastic eating utensils, napkins, paper cups, drinking straws, paper sacks or other disposable containers, or other Items which facilitate the consumption of the food (hh) personal hygiene items purchased by a person engaged in the business of and subject to tax under Section 8A-444 of this code if the tangible personal property is furnished without additional charge to and intended to be consumed by the person during his occupancy. (ii) the diversion of gas from a pipeline by a person engaged in the business of operating a natural or artificial gas pipeline, for the sole purpose of fueling compressor equipment to pressurize the pipeline, is not a sale of the gas to the operator of the pipeline (jj) food, beverages, condiments and accessories purchased by or for a nonprofit charitable organization that has qualified as an exempt organization under 26 U.S.0 Section 501(c)(31 and regularly serves meals to the needy and indigent on a continuing basis at no cost. For the purposes of this subsection, "accessories"means paper plates, plastic eating utensils, napkins, paper cups, drinking straws, paper sacks or other disposable containers, or other items which facilitate the consumption of the food (kk) sales of motor vehicles that use alternative fuel if such vehicle was manufactured as a diesel fuel vehicle and converted to operate on alternative fuel and sales of equipment that is installed in a conventional diesel fuel motor vehicle to convert the vehicle to operate on an alternative fuel, as defined in A.R.S Section 1-215 (II) The storage, use or consumption of tangible personal property in the city or town by a school district or charter school (mm) renewable energy credits or any other unit created to track energy derived from renewable energy resources. For the purposes of this paragraph, "renewable energy credit" means a unit created administratively by the corporation commission or governing body of a public power utility to track kilowatt hours of electricity derived from a renewable energy resource or the kilowatt hour equivalent of conventional energy resources displaced by distributed renewable energy resources (nn) magazines or other periodicals or other publications by this state to encourage tourist travel (oo) paper machine clothing,such as forming fabrics and dryer felts,sold to a paper manufacturer and directly used or consumed in paper manufacturing (pp) overhead materials or other tangible personal property that is used in performing a contract between the United States government and a manufacturer, modifier, assembler or repairer, including property used in performing a subcontract with a government contractor who is a manufacturer, modifier, assembler or repairer, to which title passes to the government under the terms of the contract or subcontract. (qq) coal, petroleum, coke, natural gas, virgin fuel oil and electricity sold to a qualified environmental technology manufacturer, producer or processor as defined in A R S section 41-1514 02 and directly used or consumed in the generation or provision of on-site power or energy solely for environmental technology manufacturing, producing or processing or environmental protection.This paragraph shall apply for twenty full consecutive calendar or fiscal years from the date the first paper manufacturing machine is placed in service. in the case of an environmental technology manufacturer, producer or processor who does not manufacture paper,the time period shall begin with the date the first manufacturing, processing or production equipment is placed in service (rr) machinery, equipment, materials and other tangible personal property used directly and predominantly to construct a qualified environmental technology manufacturing, producing or processing facility as described in A.R.S section 41-1514.02. This subsection applies for ten full consecutive calendar or fiscal years after the start of initial construction (ss) (Reserved) TPT Non-Program Cit. - Arizona Department of Revenue Page 1 of I FAQ, I Contact Us I Site Map Home Forms Business Individual C Services News About µt 4,, 1 Search i Home Business>Transaction Privilege Tax>Non-Program Cities Online Services - __.._... _____ __—..___. -...----------- Tax Recovery www, TPT Non-Program Cities ® axes Taxpayer Education _ gav Tobacco E-File Program The Department of Revenue does not collect taxes for ell cities within Arizona The cities that collect their own taxes are commonly referred to as"Non-Program Cities" Following is a list of • License a New .aaa► DDT Simplification Non-Program Cities,their telephone numbers,certain tax rates end links to their respective web Business Forms sites Non Program cities collect and administer their own taxes,which are reported on • Enroll to File and Pay their own tax forms. The state/county and program city taxes must still be reported and Owing Individual remitted to the state Contact the Non-Program cities for a complete listing of their rates • Verify a TPT License Business AZTaxes Newsletter Apache Junction(480)982-8002 Privilege Tax-2.4% Peoria(623)773.7169 Bingo Utilities/Telecom-3 4% Privilege Tax-1 8% t Retail Tax for Single item Portion over$2000 Rest&Bar-2.8% ` Interest Rates 1.4% Utilities-3.3% t ,,,',.':1 Licensing Guide Can pay your our Luxury Tax Avondale(623)333-2000 axes? 2 6%Tax- Phoenix(602)262-6785 Use Tax Direct Permit PrivilegePrivilege Tax/Use Tax-2% e� - , Holders Retail Tax fora Single item over$5000-1.5% Telecommunications 4 7% v'. ` a Use Tax-15% '-— ., Transaction Privilege fax Utilities-2 7% �»= ls> ,- =-' TPT FAQS Sedona(928)204-7205 Prescott(928)777-1268 Notices Privilege Tax 3% Privilege Tax/Use Tax 2% TPT Rates Chandler(480)782-2280 Dcottsdate(480)312-2400 Tax Factoring Privilege Tax/Use Tax-1 5% Privilege Tax-1 65% Rest&Bar-1.8% Use Tax-1 45% Motor Vehicle Sales Utilities/Telecommunications-2.75% Non-Program Cities Flagstaff(928)213-2250 Withholding Tax Privilege Tax-2.051% Audits Douglas(520)417.7333 Restaurant and Bar Privilege Tax 2.8% 4 051% Collections Retail Tax fora Single item over$10,000 1 8% Hotels-4 051% E-Services Use Tax"2.5% Use Tax-1% Legal Research Property Tax Publications Glendale(623)930-3190 Tempe(480)350-2955 Privilege Tax 2 9% Privilege Tax/Use Tax- Reports&Research Use Tax-2 9% 1 8% Class Action Notices Rest&Bar-3.9% Contracting-1 8% Model City Tax Code Telecommunications-6 1% Tax Credits Unclaimed Properly Mesa (480)644-2316 Tucson(520)791-4566 �� P y Privilege Tax/Use Tax-1 75% Privilege Tax/Use Tax-2% News Nogales(520)287-6571 Open Meeting Notices Privilege Tax-2% Contact About Career Opportunities Home I Report Fraud I Privacy Statement I Accessibility Policy I Copyright 2015 by Arizona Department of Revenue https//www azdor gov/Business/TransactionPrivilegeTax/NonProgramCities aspx 8/20/2015 DRAFT 9 - 14 - 15 ORDINANCE NO 1420 AN ORDINANCE OF THE MAYOR AND CITY COUNCIL OF THE CITY OF APACHE JUNCTION, ARIZONA, RELATING TO THE TAX CODE ,.ft. OF THE CITY OF APACHE JUNCTION; ADOPTING A NEW ARTICLE VI USE TAX AS SET FORTH IN THE MODEL CITY TAX CODE; DESIGNATING AN EFFECTIVE DATE; PROVIDING FOR PENALTIES, REPEALING ANY CONFLICTING PROVISIONS, PROVIDING FOR SEVERABILITY, AND PROVIDING FOR NOTICE WHEREAS, Arizona Revised Statutes § 9-240 (B) (26) conveys upon the Mayor and City Council the power to levy taxes including a use tax, and WHEREAS, the Model City Tax Code as set forth in State law provides for adoption of a use tax for Arizona municipal governments; and WHEREAS, in adopting the City Tax Code for the City of Apache Junction in August 1987, the then Mayor and Council did so without including Article VI Use Tax, and WHEREAS, of the 91 Arizona cities and towns, only 15 have not implemented a use tax; and WHEREAS, the City of Apache Junction experiences sales leakage to the adjacent unincorporated areas of Pinal County and Maricopa County; and WHEREAS, implementation of a use tax would be a critical economic development tool for the City of Apache Junction as it would remove the incentive to shop outside of the City for large ticket items in order to avoid paying city sales tax, and WHEREAS, implementation of a use tax would equalize the playing field and afford local businesses a more competitive position in the market place, and WHEREAS, the Mayor and City Council have determined that implementation of a two and five tenths percent (2 . 5%) use tax ORDINANCE NO. 1420 PAGE 1 OF 13 is necessary to sustain the quality of life for community residents and enhance the public health, safety and welfare; and WHEREAS, at their regular meetings of September 1, 2015 and September 15, 2015 a majority of the Mayor and City Council directed staff to prepare an ordinance for implementing a two and five tenths percent (2 . 5%) use tax in compliance with State law and the Model City Tax Code, and Ink WHEREAS, implementation of a use tax is affected by amending the Tax Code of the City of Apache Junction, and by appropriate notification to city taxpayers and to the Arizona Department of Revenue and the Municipal Tax Code Commission, and WHEREAS, pursuant to Arizona Revised Statutes § 9-499 15, the City provided sixty-day written notice of the proposed adoption of a use tax on the City' s website (www ajcity.net) before the date of the public hearing when this ordinance is to be considered NOW THEREFORE, BE IT ORDAINED BY THE MAYOR AND CITY COUNCIL OF APACHE JUNCTION, ARIZONA, AS FOLLOWS - SECTION I IN GENERAL That the Tax Code of the City of Apache Junction, Arizona is amended by adding a new Article VI Use Tax to read as follows Article VI - Use Tax Sec 8A-600 Use tax. definitions . For the purposes of this Article only, the following definitions shall apply, in addition to the definitions provided in Article I "Acquire (for Storage or Use) " means purchase, rent, lease or license for storage or use "Retailer" also means any person selling, renting, licensing for use, or leasing tangible personal property under circumstances which would render such transactions subject to the taxes imposed in Article IV, if such transactions have occurred within this City ORDINANCE NO. 1420 PAGE 2 OF 13 Adibk "Storage (within the City) " means the keeping or retaining of tangible personal property at a place within the City for any purpose, except for those items acquired specifically and solely for the purpose of sale, rental, lease, or license for use in the regular course of business or for the purpose of subsequent use solely outside the City. "Use (of Tangible Personal Property) " means consumption or exercise of any other right or power over tangible personal property incident to the ownership thereof except the holding for the sale, rental, lease, or license for use of such property in the regular course of business . Sec 8A-610 Use tax: imposition of tax; presumption. (a) There is hereby levied and imposed, subject to all other provisions of this Chapter, an excise tax on the storage or use in the City of tangible personal property, for the purpose of raising revenue to be used in defraying the necessary expenses of the City, such taxes to be collected by the Tax Collector (b) The tax rate shall be at an amount equal to two and five tenths percent (2 5%) of the (1) cost of tangible personal property acquired from a retailer, upon every person storing or using such property in this City. (2) gross income from the business activity upon every person meeting the requirements of subsection 8A- �.. 620 (b) or (c) who is engaged or continuing in the business activity of sales, rentals, leases, or licenses of tangible personal property to persons within the City for storage or use within the City, to the extent that tax has been collected upon such transaction. (3) cost of the tangible personal property provided under the conditions of a warranty, maintenance, or service contract ORDINANCE NO 1420 PAGE 3 OF 13 (4) cost of complimentary items provided to patrons without itemized charge by a restaurant, hotel, or other business . (5) cost of food consumed by the owner or by employees or agents of the owner of a restaurant or bar subject to the provisions of Section 8A-455 of this Chapter. (c) It shall be presumed that all tangible personal property acquired by any person who at the time of such acquisition resides in the City is acquired for storage or use in the City, until the contrary is established by the taxpayer. (d) Exclusions For the purposes of this Article, the acquisition of the following shall not be deemed to be the purchase, rental, lease, or license of tangible personal property for storage or use within the City (1) stocks, bonds, options, or other similar materials (2) lottery tickets or shares sold pursuant to Article 1, Chapter 5, Title 5, Arizona Revised Statutes (3) Platinum, bullion, or monetized bullion, except minted or manufactured coins transferred or acquired primarily for their numismatic value as prescribed by Regulation (e) (Reserved) (f) (Reserved) Sec . 8A-620, Use tax liability for tax The following persons shall be deemed liable for the tax imposed by this Article, and such liability shall not be extinguished until the tax has been paid to this City, except that a receipt from a retailer separately charging the tax imposed by this Chapter is sufficient to relieve the person acquiring such property from further liability for the tax to which the receipt refers (a) Any person who acquires tangible personal property from a retailer, whether or not such retailer is located in this ORDINANCE NO 1420 PAGE 4 OF 13 City, when such person stores or uses said property within the City (b) Any retailer not located within the City, selling, renting, leasing, or licensing tangible personal property for storage or use of such property within the City, may obtain a License from the Tax Collector and collect the Use Tax on such transactions Such retailer shall be liable for the Use Tax to the extent such Use Tax is collected from the customers (c) Every agent within the City of any retailer not maintaining an office or place of business in this City, when such person sells, rents, leases, or licenses tangible personal property for storage or use in this City shall, at the time of such transaction, collect and be liable for the tax imposed by this Article upon the storage or use of the property so transferred, unless such retailer or agent is liable for an equivalent excise tax upon the transaction (d) Any person who acquires tangible personal property from a retailer located in the City and such person claims to be exempt from the City Privilege or Use tax at the time of the transaction and upon which no City Privilege Tax was charged or paid, when such claim is not sustainable (e) Every person storing or using tangible personal property under the conditions of a warranty, maintenance, or service contract Sec 8A-630 Use tax recordkeeping requirements . ,.,bk All deductions, exclusions, exemptions, and credits provided in this Article are conditional upon adequate proof of documentation as required by Article III or elsewhere in this Chapter Sec 8A-640 Use tax: credit for equivalent excise taxes paid another jurisdiction In the event that an equivalent excise tax has been levied and paid upon tangible personal property which is acquired to be stored or used within this City, full credit for any and all ORDINANCE NO. 1420 PAGE 5 OF 13 such taxes so paid shall be allowed by the Tax Collector but only to the extent Use Tax is imposed upon that transaction by this Article Sec 8A-650 Use tax: exclusion when acquisition subject to Use Tax is taxed or taxable elsewhere in this Chapter, limitation The tax levied by this Article does not apply to the storage or use in this City of tangible personal property acquired in this City, the gross income from the sale, rental, lease, or license of which were included in the measure of the tax imposed by Article IV of this Chapter, provided, however, that any person who has acquired tangible personal property from a vendor in this City without paying the City Privilege Tax because of a representation to the vendor that the property was not subject to such tax, when such claim is not sustainable, may not claim the exclusion from such Use Tax provided by this Section Sec. 8A-660 . Use tax: exemptions. The storage or use in this City of the following tangible personal property is exempt from the Use Tax imposed by this Article. (a) tangible personal property brought into the City by an individual who was not a resident of the City at the time the property was acquired for his own use, if the first actual use of such property was outside the City, unless such property is used in conducting a business in this City Aaw__ (b) tangible personal property, the value of which does not exceed the amount of one thousand dollars ($1, 000) per item, acquired by an individual outside the limits of the City for his personal use and enjoyment (c) charges for delivery, installation, or other customer services, as prescribed by Regulation (d) charges for repair services, as prescribed by Regulation. (e) separately itemized charges for warranty, maintenance, and service contracts. (f) prosthetics ORDINANCE NO. 1420 PAGE 6 OF 13 (g) income-producing capital equipment (h) rental equipment and rental supplies . (i) mining and metallurgical supplies (j ) motor vehicle fuel and use fuel which are used upon the highways of this State and upon which a tax has been imposed under the provisions of Article I or II, Chapter 16 , Title 28 , Arizona Revised Statutes. (k) tangible personal property purchased by a construction contractor, but not an owner-builder, when such person holds a valid Privilege License for engaging or continuing in the business of construction contracting, and where the property acquired is incorporated into any structure or improvement to real property in fulfillment of a construction contract (1) sales of motor vehicles to nonresidents of this State for use outside this State if the vendor ships or delivers the motor vehicle to a destination outside this State (m) tangible personal property which directly enters into and becomes an ingredient or component part of a product sold in the regular course of the business of job printing, manufacturing, or publication of newspapers, magazines or other periodicals Tangible personal property which is consumed or used up in a manufacturing, job printing, publishing, or production process is not an ingredient nor component part of a product (n) rental, leasing, or licensing for use of film, tape, or Amok slides by a theater or other person taxed under Section 8A- 410, or by a radio station, television station, or subscription television system (o) food served to patrons for a consideration by any person engaged in a business properly licensed and taxed under Section 8A-455, but not food consumed by owners, agents, or employees of such business . (p) tangible personal property acquired by a qualifying hospital, qualifying community health center or a qualifying health care organization, except when the property is in fact used in activities resulting in gross income from ORDINANCE NO 1420 PAGE 7 OF 13 Amok AN. unrelated business income as that term is defined in 26 U S C Section 512 . (q) (Reserved) (r) (Reserved) (1) (Reserved) Amok (2) (Reserved) (3) (Reserved) (4) (Reserved) (s) groundwater measuring devices required by A.R. S . Section 45- 604 . (t) (Reserved) (u) aircraft acquired for use outside the State, as prescribed by Regulation (v) sales of food products by producers as provided for by A R S Section 3-561, 3-562 and 3-563 . (w) (Reserved) (x) food and drink provided by a person who is engaged in business that is classified under the restaurant classification without monetary charge to its employees for their own consumption on the premises during such employees' ,..� hours of employment (y) (Reserved) (z) (Reserved) (aa) tangible personal property used in remediation contracting as defined in Section 8A-100 and Regulation 8A-100 5. (bb) materials that are purchased by or for publicly funded libraries including school district libraries, charter school libraries, community college libraries, state university libraries or federal, state, county or municipal libraries for use by the public as follows : ORDINANCE NO. 1420 PAGE 8 OF 13 (1) printed or photographic materials. (2) electronic or digital media materials (cc) food, beverages, condiments and accessories used for serving food and beverages by a commercial airline, as defined in A R S Section 42-5061 (A) (49) , that serves the food and beverages to its passengers, without additional charge, for consumption in flight For the purposes of this subsection, "accessories" means paper plates, plastic eating utensils, napkins, paper cups, drinking straws, paper sacks or other disposable containers, or other items which facilitate the consumption of the food. (dd) wireless telecommunication equipment that is held for sale or transfer to a customer as an inducement to enter into or continue a contract for telecommunication services that are taxable under Section 8A-470 . (ee) (Reserved) (ff) alternative fuel as defined in A R S Section 1-215 by a used oil fuel burner who has received a Department of Environmental Quality permit to burn used oil or used oil fuel under A.R. S. Section 49-426 or Section 49-480 (gg) food, beverages, condiments and accessories purchased by or for a public educational entity, pursuant to any of the provisions of Title 15, Arizona Revised Statutes, including a regularly organized private or parochial school that offers an educational program for grade twelve or under oar which may be attended in substitution for a public school pursuant to A.R.S 15-802 , to the extent such items are to be prepared or served to individuals for consumption on the premises of a public educational entity during school hours. For the purposes of this subsection, "accessories" means paper plates, plastic eating utensils, napkins, paper cups, drinking straws, paper sacks or other disposable containers, or other items which facilitate the consumption of the food (hh) personal hygiene items purchased by a person engaged in the business of and subject to tax under Section 8A-444 of this code if the tangible personal property is furnished without ORDINANCE NO. 1420 PAGE 9 OF 13 /r► �. additional charge to and intended to be consumed by the person during his occupancy. (ii) the diversion of gas from a pipeline by a person engaged in the business of operating a natural or artificial gas pipeline, for the sole purpose of fueling compressor equipment to pressurize the pipeline, is not a sale of the gas to the operator of the pipeline . (jj ) food, beverages, condiments and accessories purchased by or for a nonprofit charitable organization that has qualified as an exempt organization under 26 U.S .C. Section 501 (c) (3) and regularly serves meals to the needy and indigent on a continuing basis at no cost. For the purposes of this subsection, "accessories" means paper plates, plastic eating utensils, napkins, paper cups, drinking straws, paper sacks or other disposable containers, or other items which facilitate the consumption of the food. (kk) sales of motor vehicles that use alternative fuel if such vehicle was manufactured as a diesel fuel vehicle and converted to operate on alternative fuel and sales of equipment that is installed in a conventional diesel fuel motor vehicle to convert the vehicle to operate on an alternative fuel, as defined in A R S Section 1-215. (11) the storage, use or consumption of tangible personal property in the city or town by a school district or charter school . (mm) renewable energy credits or any other unit created to track energy derived from renewable energy resources . For the purposes of this paragraph, "renewable energy credit" means a unit created administratively by the corporation commission or governing body of a public power utility to track kilowatt hours of electricity derived from a renewable energy resource or the kilowatt hour equivalent of conventional energy resources displaced by distributed renewable energy resources (nn) magazines or other periodicals or other publications by this state to encourage tourist travel (oo) paper machine clothing, such as forming fabrics and dryer felts, sold to a paper manufacturer and directly used or ORDINANCE NO 1420 PAGE 10 OF 13 consumed in paper manufacturing (pp) overhead materials or other tangible personal property that is used in performing a contract between the United States government and a manufacturer, modifier, assembler or repairer, including property used in performing a subcontract with a government contractor who is a manufacturer, modifier, assembler, or repairer, to which title passes to the government under the terms of the contract or subcontract (qq) coal, petroleum, coke, natural gas, virgin fuel oil and electricity sold to a qualified environmental technology manufacturer, producer or processor as defined in A R S Section 41-1514 02 and directly used or consumed in the generation or provision of on-site power or energy solely for environmental technology manufacturing, producing or processing or environmental protection. This paragraph shall apply for twenty full consecutive calendar or fiscal years from the date the first paper manufacturing machine is placed in service In the case of an environmental technology manufacturer, producer or processor who does not manufacture paper, the time period shall begin with the date the first manufacturing, processing or production equipment is placed in service (rr) machinery, equipment, materials and other tangible personal property used directly and predominantly to construct a qualified environmental technology manufacturing, producing or processing facility as described in A.R.S. Section 41- 1514 02 . This subsection applies for ten full consecutive calendar or fiscal years after the start of initial ,.•� construction (ss) (Reserved) SECTION II DESIGNATING AN EFFECTIVE DATE The provisions of this ordinance implementing a use tax rate of two and five tenths percent (2 5%) shall become effective on January 1, 2016 SECTION III PROVIDING FOR PENALTIES ORDINANCE NO. 1420 PAGE 11 OF 13 Ank, Ark Any person found guilty of violating any provision of these amendments to the tax code shall be guilty of a class one misdemeanor and shall be prosecuted pursuant to Article 1-8 of the Apache Junction City Code and Section 8A-580 of the Tax Code of the City of Apache Junction SECTION IV REPEALING ANY CONFLICTING PROVISIONS - All ordinances and parts of ordinances in conflict with the provisions of this ordinance or any part of the codes adopted herein by reference are hereby repealed. SECTION V PROVIDING FOR SEVERABILITY: If any section, subsection, sentence, phrase, clause or portion of this ordinance is for any reason held to be invalid or unconstitutional by the decision of any court of competent jurisdiction, such decision shall not affect the validity of the remaining portions thereof . SECTION VI PROVIDING FOR NOTICE Pursuant to A R S §42-6052 (E) , staff shall provide a fully executed copy of this ordinance to the Municipal Tax Code Commission and the Arizona Department of Revenue within ten days after the passage date of this ordinance. PASSED AND ADOPTED BY THE MAYOR AND CITY COUNCIL OF THE CITY OF APACHE JUNCTION, ARIZONA, THIS DAY OF 2015 SIGNED AND ATTESTED TO THIS DAY OF , 2015 JOHN S . INSALACO Mayor ATTEST KATHLEEN CONNELLY City Clerk ORDINANCE NO 1420 PAGE 12 OF 13 APPROVED AS TO FORM RICHARD JOEL STERN City Attorney 'a►, ORDINANCE NO. 1420 PAGE 13 OF 13