Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
2023 06.05 City Council Work Session Agenda
City of Apache Junction, Arizona Meeting location: City Council Chambers 1U Z at City Hall Agenda 300 E.Superstition Blvd. \gilONr Apache Junction,AZ - City Council Work Session 85119 apachejunctionaz.gov Ph:(480)982-8002 Monday,June 5,2023 7:00 PM City Council Chambers A. CALL TO ORDER B. ROLL CALL C. AGENDA ITEMS 1. 23-291 Presentation and discussion of case P-22-126-PZ, a proposed rezoning by WW Clyde/Blount Contracting of approximately 15 acres, generally located near the southeast corner of 12th Avenue and Vista Road, from Business Park by Planned Development("B-4/PD") and General Commercial ("B-1")to Business Park by Planned Development("B-4/PD"), and a Minor General Plan Amendment of approximately 8 acres from Commercial to Light Industrial/Business Park, to construct a new office building and to allow for the onsite storage of large vehicles and equipment. Sponsors: Kelsey Schattnik Attachments: P-22-126-PZ-CC(WS)Memo P-22-126-PZ-(WW Clyde/Blount)-P&Z Staff Report P-22-126-PZ- Project Narrative P-22-126-PZ-Aerial Map P-22-126-PZ-Site Plan P-22-126-PZ- Elevations(Renderings) P-22-126-PZ- Landscape Plan P-22-126-PZ- Final Public Participation Report P-22-126-PZ- Environmental Noise Study City of Apache Junction,Arizona Page 1 Printed on 6/1/2023 City Council Work Session Agenda June 5,2023 2. 23-298 Presentation and discussion of the Economic Development Agreement with the Greater Phoenix Economic Council (GPEC)for economic development services for the term of one year(FY23/24) and in the amount of$24,486.00, and appointment of Councilmember Peter Heck as the City of Apache Junction representative to the GPEC Board of Directors. Sponsors: Patrick Ainsworth Attachments: GPEC Contract CC MEMO FY24 Apache Junction FY24 GPEC Contract Exhibit A FY24 Action Plan Exhibit B FY24 Metrics Exhibit C FY24 Target Industries Exhibit D FY24 Reporting Draft Exhibit E FY24 City default Exhibit F FY24 Regional Cooperation Protocol Policy D. ADJOURNMENT Copies of this agenda and additional information on any of the items listed above may be obtained from the City Clerk's office located at 300 E Superstition Blvd, Apache Junction,AZ 85119, Monday through Thursday from 7:00a-6:00p, excluding holidays. 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. The Apache Junction City Council may vote to go into Executive Session for legal advice on any item listed on this agenda pursuant to A.R.S. §38-431.03(A)(3);this notice is given pursuant to A.R.S. § 38-431.02 to the members of the City Council and the public. City of Apache Junction,Arizona Page 2 Printed on 6/1/2023 ►P�"E�c�, City of Apache Junction, Arizona 300 E Superstition Boulevard � 0 Agenda Item Cover Sheet Apache Junction,AZ 85119 Agenda Item No. 1. '+PizoN* File ID: 23-291 Sponsor: Kelsey Schattnik Agenda Date: 6/5/2023 Index: In Control: City Council Work Session Presentation and discussion of case P-22-126-PZ, a proposed rezoning by WW Clyde/Blount Contracting of approximately 15 acres, generally located near the southeast corner of 12th Avenue and Vista Road, from Business Park by Planned Develop ment("B-4/PD")and General Commercial ("B-1")to Business Park by Planned Development("B-4/PD"), and a Minor General Plan Amendment of approximately 8 acres from Commercial to Light Industrial/Business Park, to construct a new office building and to allow for the onsite storage of large vehicles and equipment. City of Apache Junction,Arizona Page 1 Printed on 61112023 O� PQACHF�Gti Cf �y z City of Apache Junction Development Services Department �R/ZONP Date : May 16, 2023 To: Honorable Mayor and City Council Members Through: Bryant Powell, City Manager Rudy Esquivias, Development Services Director From: Kelsey Schattnik, Senior Planner Subject: June 5, 2023, City Council Work Session: P-22-126-PZ : Proposed Planned Development Rezoning of the WW Clyde/Blount Contracting Property - SEC of 12tn Avenue and Vista Road Background The WW Clyde/Blount Contracting subject site is comprised of APNs 103-19-021A (+/- 7 acres) , 103-19-023A (+/- 2 . 5 acres) , 103- 19-0300, 103-19-029D, and 103-19-0550 . Blount Contracting purchased the approximate 2 . 5-acre site (APN: 103-19-023A) around 2015, where they established their current business at 1353 S . Vista Road. The approximately 7-acre site (APN 103-19-021A) was formerly the site of a nonconforming auto-wrecking business . The property was sold and cleared of the nonconforming use between 2014 and 2015 . A rezoning request was approved in 2019, Case No. PZ-4-18 (Ordinance No. 1471) and rezoned to Business Park by Planned Development ("B-4/PD") for the development of a light industrial, commercial condominium project. Although this project was approved by City Council, it was never developed. The remainder of the properties, APNs 103-19-0300, 103-19-029D, and 103-19-0550 have been historically vacant. Blount Contracting merged with WW Clyde in 2020 and the company decided to expand their existing facility at 1353 S . Vista Road to include all parcels originally owned by Blount Contracting. Proposal This is a proposed rezoning by WW Clyde/Blount Contracting of approximately 15 acres near the southeast corner of Vista Road and 12th Avenue (APNs : 103-19-021A, 103-19-023A, 103-19-0300, 103-19-029D, and 103-19-0550) from General Commercial ("B-1") and Business Park by Planned Development ("B-4/PD") to Business Park by Planned Development ("B-4/PD") in order to construct a new, additional office building and allow the storage/maintenance of construction equipment and materials . This request also includes a minor general plan amendment of approximately 8 acres (APNs : 103-19-023A, 103-19-0300, 103-19- 029D, and 103-19-0550) from Commercial to Light Industrial/Business Park and Industrial . Planning and Zoning Commission Recommendation The Planning and Zoning Commission public hearing was held on May 9, 2023 (planning staff report and exhibits attached) . The Commission voted 5 : 2 to recommend approval of P-22-126-PZ . The commission members who voted against the project voiced concerns about the location of the business and the close proximity to residential homes . They also had concerns about the perimeter wall height and the two-story design of the proposed office building. The commission members who voted in favor of the project acknowledged that the property was already in use by the applicants and were glad to see the business expanding. They were also supportive of the new driveway along Old West Highway in order to reduce the number of large vehicles and equipment accessing the property off of 12th Avenue. They also acknowledged that the business would be subject to the City' s noise ordinance and thought that the noise produced by the onsite vehicles and equipment outside of standard business hours would be limited. They also noted that the new office building would provide an indoor area for the maintenance of those vehicles and equipment. Overall, they believed that the proposed changes would be an improvement to their current operation. Staff Recommendation Staff has worked closely with the applicant throughout the review process to revise their originally proposed plan to respond to resident concerns . The primary areas of concern expressed by nearby residents were the noise produced by onsite vehicles and equipment (especially outside of standard business hours) , possible light pollution, and the proposed location of the new fuel station. Outdoor Storage of Vehicles and Equipment In order to screen onsite vehicles, equipment and materials, the applicant has proposed an 8' wall and landscape buffer around the perimeter of the property. Noise Mitigation In addition to the 8' perimeter wall, the applicant has provided passthrough parking spaces on the east side of the property in order to allow large vehicles to park and avoid the activation of rearward motion safety alarms . Furthermore, the applicant is providing a large warehouse area as part of their new office building to service vehicles and equipment. The applicant will also construct a new driveway and deceleration lane along Old West Highway. The primary use of this entrance/exit will be used by large vehicles and equipment. Light Pollution The original photometric plan provided by the applicant proposed pole lights along the eastern property line . Staff recommended that the applicant relocate the lights to a more central location in order to reduce the possibility of light pollution onto neighboring residential properties . The applicant has complied with the request. Fuel Station The original location of the proposed fuel station was on the east side of the newly proposed north/south driveway. Staff recommended that the applicant relocate the fuel station on the west side of the driveway, to create a larger barrier between the fuel station and residential homes to the east. The applicant has complied with the request. Due to the changes provided by the applicant, Staff is supportive of the proposed project subject to the conditions found in the P&Z staff report. Attachments: - PZ Staff Report from May 9, 2023 (with all attachments) O� PeACHf✓G�� .._ z City o A ache Junction Development Services Department, qR/ZONP PLANNING AND ZONING COMMISSION PUBLIC HEARING STAFF REPORT DATE: May 9, 2023 CASE NUMBERS : P-22-126-PZ "WW Clyde/Blount Contracting" OWNERS : WW Clyde/Blount Contracting APPLICANT: Joey Gimbut, EPS Group Inc. REQUEST: Proposed Planned Development ("PD") Rezoning APNs 103-19-021A, 103-19-023A, 103-19-0300, 103-19-029D, and 103-19-0550, zoned General Commercial ("B-1") and Business Park by Planned Development ("B- 4/PD") to B-4/PD in order to construct a new office building and to allow the storage/maintenance of construction equipment and materials . LOCATION: The property is generally located near the southeast corner of Vista Road and 12tn Avenue. ZONING DESIGNATION: B-4/PD and B-1 SURROUNDING USES : North: RS-GR South: Old West Highway & B-5 East: RS-GR West: B-1 BACKGROUND The WW Clyde/Blount Contracting subject site is comprised of APNs 103-19-021A (+/- 7 acres) , 103-19-023A (+/- 2 . 5 acres) , 103- 19-0300, 103-19-029D, and 103-19-0550 . WW Clyde/Blount Contracting Rezoning Case P-22-126-PZ Planning and Zoning Commission Staff Report May 9, 2023 1 The approximately 7-acre site (APN 103-19-021A) was formerly the site of a nonconforming auto-wrecking business . Sometime between 2014 and 2015, the property was sold and cleared of the nonconforming use. In 2019, a rezoning request was approved, Case No. PZ-4-18 (Ordinance No. 1471) and rezoned to Business Park by Planned Development ("B-4/PD") for the development of a light industrial, commercial condominium project. Although this project was approved by City Council, it was never developed. The approximate 2 . 5-acre site (APN: 103-19-023A) was rezoned in 1985 to General Commercial, and between 2006 and 2007 the property was sold to Blount Contracting, where they established their current business at 1353 S . Vista Road. According to the Pinal County Assessor Site, Blount Contracting subsequently purchased APNs 103-19-0300 and 103-19-029D around 2016 . The remainder of the properties, APNs 103-19-0300, 103-19-029D, and 103-19-0550 have been historically vacant. In 2020, Blount Contracting merged with WW Clyde and the company decided to expand their existing facility at 1353 S . Vista Road to include all parcels originally owned by Blount Contracting. In April 2022, WW Clyde/Blount Contracting submitted a pre- application request proposing a new office building. A formal rezoning application was submitted in December 2022 . PROPOSALS This is a proposed rezoning by WW Clyde/Blount Contracting of approximately 15 acres near the southeast corner of Vista Road and 12th Avenue (APNs : 103-19-021A, 103-19-023A, 103-19-0300, 103-19-029D, and 103-19-0550) from General Commercial ("B-1") and Business Park by Planned Development ("B-4/PD") to Business Park by Planned Development ("B-4/PD") in order to construct a new, additional office building and allow the storage/maintenance of construction equipment and materials . This request also includes a minor general plan amendment of approximately 8 acres (APNs : 103-19-023A, 103-19-0300, 103-19- 029D, 103-19-0550, and 103-19-0550) from Commercial to Light Industrial/Business Park and Industrial . WW Clyde/Blount Contracting Rezoning Case P-22-126-PZ Planning and Zoning Commission Staff Report May 9, 2023 2 PLANNING STAFF ANALYSIS Relationship to General Plan : Parcel No. 103-19-021A is currently zoned Business Park by Planned Development. Parcel Numbers 103-19-023A, 103-19-0300, 103-19-029D, and 103- 19-0550 are zoned General Commercial and the applicant is requesting a Minor General Plan Amendment of these parcels from Commercial to Light Industrial/ Business Park. Zoning/Site Context: The approximate 15-acre property is surrounded by residential properties on the north and east, commercial property to the west, and Old West Highway and industrial property to the south. Planned Development Zoning: There are no Zoning Ordinance deviations being requested as a part of the rezoning. Infrastructure Improvements: 1 . Sewer: This project is required to connect to sewer. 2. Roadway Improvements : 12th Avenue : The existing thirty-three foot (33' ) Federally Patented Easement will be dedicated to the City as Right- of-Way, and 18' of pavement shall be installed as requested by the City Engineer. A 201x20' cutoff corner shall be provided at the corner of 12th Ave. and Vista Rd. Vista Road: The existing thirty-three foot (33' ) Federally Patented Easement will be dedicated to the City as Right- of-Way. Wickiup Road: The existing thirty-three foot (33' ) Federally Patented Easement will be dedicated to the City as Right-of-Way. WW Clyde/Blount Contracting Rezoning Case P-22-126-PZ Planning and Zoning Commission Staff Report May 9, 2023 3 Public Input: Neighborhood meeting notification letters were sent from the applicant to all property owners within a 500-foot radius . On February 1, 2023, a neighborhood meeting took place in the Apache Junction Multi-Generational Center. A total of seven (7) people attended the meeting. Residents expressed concerns regarding noise, hours of operation, environmental concerns, and lighting. The full final participation report is attached. Staff received one (1) call regarding this rezoning request. They had questions regarding the current zoning on the property and expressed concerns regarding the request for a 24-hour operation. This individual also attended the neighborhood meeting. FINDINGS OF FACT As required by the Apache Junction Zoning Ordinance, a Planned Development request may be approved by the City Council after consideration has been given to three different criteria. The criteria is outlined in the text below: 1 . That a better design cannot be achieved by applying the strict provisions of the underlying zoning district. Applicant Response: The site is currently zoned B-1 and B-4/PD. Strict adherence to the current zoning districts would not allow the site to be developed in a cohesive manner. Approval of the zone change to B-41PD will allow the site to be designed to harmonize, work with, and minimize impacts and disturbances to adjacent land uses. In addition, approval of the B-41PD district will allow for building placement, street alignments, and open spaces to be designed efficiently and to provide compatibility with the surrounding area. 2 . That strict adherence to the provisions of the zoning ordinance is not required in order to ensure the health, safety and welfare of the inhabitants of the proposed development. Applicant Response: Strict adherence to the provisions of the zoning ordinance is not required in order to ensure the health, safety, and welfare of the inhabitants of the proposed development. The site exceeds code requirements with wide private drives that efficiently circulate throughout the site, WW Clyde/Blount Contracting Rezoning Case P-22-126-PZ Planning and Zoning Commission Staff Report May 9, 2023 4 sufficient parking that exceeds minimum requirements, and paving and landscaping to reduce dust pollution. 3 . That strict adherence to the ordinance is not required to ensure that property values of adjacent properties will not be reduced. Applicant Response: Strict adherence to the ordinance is not required in order to ensure that property values of adjacent properties will not be reduced. The site is able to meet and exceed all building setbacks and proposes structures over 120' away from the nearest property line. Additionally, the developer intends to build 8' walls to mitigate any operational noise as well as security lighting to ensure the safety of the area. FINDINGS OF FACT FOR MINOR GENERAL PLAN AMENDEMENT As required by the Apache Junction General Plan, a Minor General Plan request may be approved by the City Council after consideration has been given to specific criteria. The criteria is outlined in the text below: 1 . Whether the amendment proposes a land use designation that the Land Use Plan Map does not adequately provide optional sites to accommodate . Applicant Response: The project site is optimal for the proposed use as it is currently an existing operation. Approval of these requests will allow the current owner to expand the successful business as well as securing the property with walls and lighting. 2 . Whether the amendment constitutes an overall improvement to the General Plan, will not solely benefit a particular landowner or owners at a particular point in time, and is consistent with the overall intent of the 2020-2050 General Plan. Applicant Response: The site is within Growth Area #4 of the Old West Highway Corridor and is consistent with the overall intent of the 2020-2050 General Plan, which seeks to increase the city's financial sustainability, encourages infill development, and supports sustainable growth. The proposed expansion to an existing business park operation is consistent with these goals as well as with adjacent land uses in the area. WW Clyde/Blount Contracting Rezoning Case P-22-126-PZ Planning and Zoning Commission Staff Report May 9, 2023 5 3 . Whether the proposed amendment is justified by an error in the 2020-2050 General Plan as originally adopted. Applicant Response: The proposed amendment is not a result of an error on the 2020-2050 General Plan but is being requested in order to accommodate a requested zone change for a business park facility. 4 . Whether the proposed change is generally consistent with goals , objectives , and other elements of the 2020-2050 General Plan. Applicant Response: a. Be considerate of the rural character of the City. The proposed site meets the code setback requirements as well as arranging structures within the site to be over 120' away from all property lines. b. Provide a balance of uses throughout the community. This request will bring balance to the community as it will establish a cohesive zoning and land use designation on the property, allowing the current owner to expand the business, secure the site, and improve the property. c. Revitalize older neighborhoods and downtown. The proposed site is within the Old West Highway Corridor growth area that is surrounded by existing residential properties, commercial, and industrial/business park uses. Approval of these requests will allow the existing business to expand, will secure the property with walls and lighting, and will improve the area with necessary on- and off-street improvements such as curb, gutter, and landscaping. d. Encourage and promote sustainable land use development. The proposed site will encourage and promote sustainable land use development since it will establish a cohesive zoning and land use designation on the site. in addition, development of the site will allow for improvements to the area both on- and off-site. WW Clyde/Blount Contracting Rezoning Case P-22-126-PZ Planning and Zoning Commission Staff Report May 9, 2023 6 e. Provide equal protection of existing aggregate and residential development. This request will not impose on any existing aggregate and residential development as the site is currently zoned for both commercial and business park uses. Approval of the zone change will establish a business park zone over the entire site. 5. Whether the proposed change is justified by a change in community conditions or neighborhood characteristics since adoption of the Plan. Applicant Response: This request is justified by a change in community conditions as the business is successful and is in need of expansion, security, and site improvements. Approval of these requests will allow the property owner to complete the necessary steps to put this site to further contributing use. 6. Whether the amendment will adversely impact a portion of, or the entire community by: a. Significantly altering acceptable existing land use patterns, especially in established neighborhoods. Applicant Response: This development does not propose any significant land use alterations. A portion of the site is currently zoned B-41PD and the remaining site is zoned B-1 . Approval of this request will rezone the entire site to a cohesive B-41PD designation . b. Significantly reducing the housing to jobs balance in the Planning Area. Applicant Response: This development will not reduce the housing to jobs balance, as it currently operates as a commercial development. c. Substantially decreasing existing and future water supplies . Applicant Response: This development will not negatively impact the existing and future water supply. d. Replacing employment with residential uses. Applicant Response: This development does not propose any residential uses. WW Clyde/Blount Contracting Rezoning Case P-22-126-PZ Planning and Zoning Commission Staff Report May 9, 2023 7 e. Requiring additional and more expensive improvements to infrastructure systems and/or proximity to municipal facilities and/or services than are needed to support the prevailing land uses and which, therefore, may impact the level of service for existing and proposed developments in other areas . Applicant Response: This development will provide the required improvements to the on- and off-site infrastructure as required by the City of Apache Junction . f. Increasing traffic (without mitigation measures) on existing roadways beyond the planned level of service, and that negatively impact existing and planned land uses. Applicant Response: This development does not negatively affect planned levels of traffic service. All required mitigation efforts will be met, such as providing a deceleration lane off of Old West Highway, providing two improved access points off of 12th Avenue, and maintaining the existing access easement for the residents along the eastern property line. g. Affecting the existing character (i.e. , visual, physical and functional) of the immediate area. Applicant Response: This development will improve the existing character with curbs, gutter, landscaping, lighting, walls, and surfacing. h. Increasing the exposure of residents to aviation generated noise, safety and/or flight operations. Applicant Response: This site will not have any aviation uses or flight operations. i. Materially diminishing the environmental quality of the air, water, land, or cultural resources . Applicant Response: This development will not diminish the environmental quality and proposes an 8' CMU wall for security and noise mitigation . j . Significantly altering recreational amenities such as open space, parks, and trails. WW Clyde/Blount Contracting Rezoning Case P-22-126-PZ Planning and Zoning Commission Staff Report May 9, 2023 8 Applicant Response: This development will not have any impact on any existing or future recreational amenities. PLANNING DIVISION RECOMMENDATION Staff has expressed concerns regarding the location of this industrial business directly adjacent to a low-density residential area. Primary areas of concern included outdoor storage of materials, access to the property, noise pollution during late/early hours of the night, and light pollution. Throughout the review process, Staff worked with the applicant to help mitigate these concerns . Outdoor Storage Although Blount Contracting has existed at 1353 S . Vista Road since 2015, the business has expanded over time. This expansion, which has included merging with WW Clyde, has caused the improper storage of large equipment and materials onto neighboring properties also owned by WW Clyde/Blount Contracting. The applicant is proposing an 8' perimeter wall to assist in screening the outside storage of materials and equipment related to the business . A majority of the materials will be stored just north of the new office building. Large equipment/vehicles will be stored in designated parking areas located east of the building. In addition to the wall, the applicant will install the required 10' landscape buffer outside the proposed wall . This landscape buffer will include 36" box trees, which are a larger size than the minimum size currently required in the City' s Landscape Regulations . Access Staff, as well as neighboring residents, have expressed concerns regarding access to the property along 12th Avenue and has requested that Old West Highway be used as the main ingress/egress point for large vehicles and equipment and that 12th Avenue be primarily utilized by personal, staff vehicles . The applicant is proposing to construct a new driveway and deceleration lane along Old West Highway, which will serve as the primary ingress/egress point for large vehicles . Although, WW Clyde/Blount Contracting Rezoning Case P-22-126-PZ Planning and Zoning Commission Staff Report May 9, 2023 9 it should be noted that the applicant still intends to use 12tn Avenue for occasional access to the property, as the median separating Old West Highway poses a challenge for large vehicles travelling east to turn around and enter the property. Fueling Station At the neighborhood meeting, residents expressed concerns with the location of the proposed fueling station. They were worried about possible environmental impacts, as well as possible noise during refueling. Staff had similar concerns with the original location of the fueling station and recommended that the applicant move the station further west onto the property in order to create a larger buffer between the station and neighboring residential properties . The applicant has complied with Staff' s request and has relocated the fueling station towards the center of the property as seen on the Site Plan (attached) . Noise Pollution Neighbors have expressed concerns regarding onsite noise during the late hours of the night/early hours of the morning. The noise is primarily due to the movement of large equipment and vehicles . Staff is recommending that large vehicles and equipment be staged in a way that prevents the backward movement of these vehicles and equipment outside of standard business hours . The applicant has also provided a Field Noise Measurement Summary Report (attached) to demonstrate that the idling engine noise and general movement of their vehicles were compliant with the City' s Noise Ordinance. It should be noted that backup alarm safety signals, which can often be heard as a beeping sound when large vehicles and equipment move backwards, were not included in this report as "safety signals, warning devices and emergency pressure relief valves" are exempt from the Noise Ordinance provisions . WW Clyde/Blount Contracting Rezoning Case P-22-126-PZ Planning and Zoning Commission Staff Report May 9, 2023 10 Light Pollution Upon initial review of the applicant' s photometric plan, staff had concerns with pole lights being proposed along the eastern edge of the property. Staff was concerned about possible light pollution onto neighboring residential properties, particularly when onsite activity is present during late evening and early morning hours . Staff requested that the lights along the eastern property line be removed and relocated to a more central location on the property. This would allow the property to remain well-lit for employees, while reducing the potential for light trespass onto residential properties . The applicant has complied with this request. Due to these changes, Staff is supportive of the proposed project subject to the proposed conditions of approval . RECOMMENDED MOTION FOR PLANNED DEVELOPMENT REZONING I move that the Planning and Zoning Commission recommend to the Apache Junction City Council the (APPROVAL/DENIAL) of case P-22- 126-PZ, a Planned Development Rezoning request by WW Clyde/Blount Contracting, represented by Joey Gimbut of EPS Group Inc. , from Business Park by Planned Development ("B-4/PD") and General Commercial ("B-l") to Business Park by Planned Development ("B-4/PD") in order to construct a new office building and to permit the storage/maintenance of construction equipment and materials on the five (5) properties located near the southeast corner of 12th Avenue and Vista Road, and a Minor General Plan Amendment of Pinal County Assessor Parcel Numbers 103-19-023A, 103-19-0300, 103-19-029D and 103-19-0550 from Commercial to Light Industrial/Business Park, subject to the following conditions of approval : STANDARD CONDITIONS 1) The development shall reflect substantial compliance and consistency with the city' s zoning ordinance and the planned development presented with the site plan in case P- 22-126-PZ and P-22-128-DR, incorporated by reference herein, and as otherwise specified through these conditions of approval, to include layout, elevations, setbacks, public and private rights-of-ways, perimeter walls, landscaping and other improvements . WW Clyde/Blount Contracting Rezoning Case P-22-126-PZ Planning and Zoning Commission Staff Report May 9, 2023 11 2) Street improvements include but not necessarily limited to, extension of pavement and the provision of sidewalk, curb, gutter, streetlights, underground utilities, fire hydrants, landscaping shall be required as part of this planned development project, and subject to review and approval by the city engineer. 3) All applicable permits shall be applied for and plans shall be designed to current city codes prior to any lot grading or construction on the lots . Inclusively, all applicable development fees, including public art fees, shall be paid at the time of first permit issuance . 4) All perimeter walls/fences, and interior/exterior landscaping within and immediately adjacent to the proposed development, shall be owned and maintained in good condition at all times by the property owners . 5) The developer' s engineer shall meet the civil engineering improvement plans and document requirements, as outlined in the previously provided pre-application and rezoning review comments and in accordance of the city' s approved engineering standards that are in effect at the time of plan submittal . 6) Major deviations or proposed changes from the original plans associated with this case will require a major planned development amendment. The Director or their designee shall interpret the proposed modification to be significant/major if, in the Director or Designee' s opinion, the quality of project design is diminished, the types of proposed land uses are significantly altered and/or the overall character of the project is contrary to the intent and spirit of the original City Council PD ordinance approval . 7) The subject property shall be substantially developed within two (2) years of the rezoning effective date of Ordinance No. 1535, with a possible one (1) year time extension at the discretion of the Development Services Director, or the plan may be subject to reversion by City Council legislative action pursuant to Apache Junction City Code, Volume II, Land Development Code, Chapter 1, Zoning Ordinance, Article 1-16 Administration, Section 1-16- 6 (H) (1) (b) . For the purpose of this rezoning approval, substantial development shall be evidenced by application WW Clyde/Blount Contracting Rezoning Case P-22-126-PZ Planning and Zoning Commission Staff Report May 9, 2023 12 for, and receipt of, valid building permits for architecture, all necessary on-site and off-site engineering, and site grading. PROJECT SPECIFIC CONDITIONS 1) A lot combination of parcels 103-19-021A, 103-19-023A, 103- 19-0300, 103-19-029D and 103-19-0550 shall be completed and recorded prior to the issuance of building permits . 2) The existing utility easements located within the extinguished Federally Patented Easements that run north/south through the center of the property shall be extinguished prior to the issuance of building permits for the new office building. All additional utility easements shall be extinguished prior to the issuance of building permits for structures proposed within an existing utility easement. 3) The existing Federally Patented Easements along Vista Road, 12th Avenue, and Wickiup Road shall be dedicated to the City as requested by the City Engineer. 4) A right-turn deceleration lane shall be provided along Old West Highway as shown on the site plan and requested by the City Engineer. 5) The lease of the existing billboard along Old West Highway shall not be renewed at the end of its current term. a. Applicant or their representative or successor in interest shall provide to billboard Lessee by certified return receipt 1st class US Mail or registered mail Notice of Termination of Lease no later than December 1, 2023 with the Termination of the Lease being effective on March 17, 2024 . b. Applicant shall also provide the Development Services Department with a copy of this notice . Applicant in this notice shall also state that the billboard located on Pinal County Assessor Parcel #103-19-03006 shall be removed in its entirety, inclusive of all support structures, illumination facilities and connections, service ladders and appurtenances and ancillary equipment, no later than March 31, 2024 . WW Clyde/Blount Contracting Rezoning Case P-22-126-PZ Planning and Zoning Commission Staff Report May 9, 2023 13 6) A minimum 8' high, decorative wall shall be installed around as depicted on the site plan provided in Case No . P-22-126- PZ . 7) A maximum of five (5) cargo containers shall be allowed on the property for the permanent storage of equipment and materials onsite . All cargo containers must be painted a consistent desert tone color, remain rust free, meet setback requirements, and be located behind the proposed 8' wall . A request for additional containers shall require an administrative review and approval by the Development Services Director or Designee . 8) Standard hours of operation shall be limited from 6am-7pm. All routine outdoor maintenance of vehicles and equipment onsite shall only be performed during standard business hours . Any business conducted outside of standard business hours shall ensure compliance with Apache Junction City Code, Volume I, Code of Ordinances, Chapter 11, Noise. 9) All outdoor storage of materials, equipment, and vehicles (with the exception of personal vehicles parked by staff in designated parking spaces) shall be properly screened from all dedicated right-of-way and remain behind the 8' perimeter wall . The stacking of materials shall not exceed 8' in height. 10) All equipment and vehicles expected to be used/moved onsite and outside of standard business hours shall be staged by end of business the previous day in a way that eliminates the backward motion of vehicles and equipment. 11) The proposed fuel station shall be located in the location as shown on the site plan submitted to Staff on 3/22/23 . 12) All outdoor lighting shall be dark sky compliant and installed in the locations proposed on the Photometric Plan provided to Staff on 3/22/23 . 13) Landscaping, planted within a minimum 10-foot-deep strip inside the net property line (but outside of required walls) along the perimeters of the property. Screening and irrigation improvements shall be provided in compliance with the city' s landscape and screening requirements contained in Apache Junction City Code, Volume II, Land Development Code, Chapter 1, Zoning Ordinance, Article 1-8, WW Clyde/Blount Contracting Rezoning Case P-22-126-PZ Planning and Zoning Commission Staff Report May 9, 2023 14 Landscape Regulations . All trees shall be a minimum of 36" box. Kets,ey ScY aWnZk Prepared by Kelsey Schattnik Senior Planner Attachments: Exhibit #1 - P-22-126-PZ Project Narrative Exhibit #2 - P-22-126-PZ Aerial Map Exhibit #3 - Site Plan Exhibit #4 - P-22-126-PZ Elevations Exhibit #5 - P-22-126-PZ Preliminary Landscape Plan Exhibit #6 - P-22-126-PZ Final Participation Report Exhibit #7 - Environmental Noise Study WW Clyde/Blount Contracting Rezoning Case P-22-126-PZ Planning and Zoning Commission Staff Report May 9, 2023 15 'WEPS 1130 N Alma School Rd.Suite 120,Mesa,AZ 85201 IT:480.503.2250 1 F:480.503.2258 1 www.epsgroupinc.com GROUP March 10,2023 Blount Construction Project Narrative Minor General Plan Amendment, Zone Change, and Site Plan P-22-126-PZ, P-22-128-DR Project Request The WW Clyde/Blount Contracting property is seeking to develop a central location for officing personnel and the storage and maintenance of construction equipment and materials. In order to accommodate the proposed use for this site, we request that the site be amended through a Minor General Plan Amendment from Commercial to Business Park, rezoned from B-1 to Business Park by Planned Development (B-4/PD), and Site Plan approval. Business Operations Approximately 35-50 employees will work at the premises full-time, while several other employees will be transient as their particular duties require their presence at off-site work sites. Various types of construction equipment including, but not limited to, tractor trailers, dump trucks, and excavating equipment will be stored on-site and their regular maintenance will occur on-stie as well. The shop that provides this maintenance will be equipped with lubes, oils, filters, spare parts, etc. and welding and painting operations as necessary for such maintenance. We anticipate varying working hours of operation that will occasionally extend outside the limits of what is considered "normal business hours" to accommodate projects with critical construction schedules. Our"normal business hours"will be from 6AM to 713M.There will be times when operations could be 24 hours a day and seven days a week. Proposed Development An existing building will remain in-place while a larger office building is proposed adjacent to it, complete with sidewalks, landscaping, and a patio. A large, gated yard will be developed with retention areas and parking for personnel and for the aforementioned equipment and other construction vehicles. As this is a construction operation, the outdoor yard will also be a location for warehousing and accounting for critical construction materials such as pipe materials, and other construction materials. Additionally, the site will feature a fueling station for the refueling of equipment and construction vehicles. The site layout is depicted on the Site Plan,which has been submitted along with this request. 1130 N Alma School Rd.Suite 120,Mesa,AZ 85201 IT:480.503.2250 1 F:480.503.2258 1 www.epsgroupinc.com 'WEPS GROUP General Plan Findings of Fact Whether the amendment proposes a land use designation that the Land Use Plan Map does not adequately provide optional sites to accommodate. The project site is optimal for the proposed use as it is currently an existing operation.Approval of these requests will allow the current owner to expand the successful business as well as securing the property with walls and lighting. Whether the amendment constitutes an overall improvement to the General Plan,will not solely benefit a particular landowner or owners at a particular point in time, and is consistent with the overall intent of the 2020-2050 General Plan. The site is within Growth Area #4 of the Old West Highway Corridor and is consistent with the overall intent of the 2020-2050 General Plan, which seeks to increase the city's financial sustainability, encourages infill development, and supports sustainable growth.The proposed expansion to an existing business park operation is consistent with these goals as well as with adjacent land uses in the area. Whether the proposed amendment is justified by an error in the 2020-2050 General Plan as originally adopted. The proposed amendment is not a result of an error on the 2020-2050 General Plan but is being requested in order to accommodate a requested zone change for a business park facility. Whether the proposed change is generally consistent with goals, objectives, and other elements of the 2020-2050 General Plan. I. Be considerate of the rural character of the City. The proposed site meets the code setback requirements as well as arranging structures within the site to be over 120' away from all property lines. II. Provide a balance of uses throughout the community This request will bring balance to the community as it will establish a cohesive zoning and land use designation on the property, allowing the current owner to expand the business, secure the site, and improve the property. III. Revitalize older neighborhoods and downtown The proposed site is within the Old West Highway Corridor growth area that is surrounded by existing residential properties, commercial, and industrial/business park uses. Approval of these requests will allow the existing business to expand, will secure the property with walls and lighting, and will improve the area with necessary on-and off-street improvements such as curb, gutter, and landscaping. IV. Encourage and promote sustainable land use development. The proposed site will encourage and promote sustainable land use development since it will establish a cohesive zoning and land use designation on the site. In addition, development of the site will allow for improvements to the area both on- and off-site. E P S 1130 N Alma School Rd.Suite 120,Mesa,AZ 85201 IT:480.503.2250 1 F:480.503.2258 1 www.epsgroupinc.com G R 0 U P V. Provide equal protection of existing aggregate and residential development. This request will not impose on any existing aggregate and residential development as the site is currently zoned for both commercial and business park uses. Approval of the zone change will establish a business park zone over the entire site. Whether the proposed change is justified by a change in community conditions or neighborhood characteristics since adoption of the Plan. This request is justified by a change in community conditions as the business is successful and is in need of expansion,security, and site improvements.Approval of these requests will allow the property owner to complete the necessary steps to put this site to further contributing use. Whether the amendment will adversely impact a portion of, or the entire community by: a) Significantly altering acceptable existing land use patterns, especially in establishek- neighborhoods. This development does not propose any significant land use alterations. A portion of the site is currently zoned B-4/PD and the remaining site is zoned B-1. Approval of this request will rezone the entire site to a cohesive B-4/PD designation. b) Significantly reducing the housing to jobs balance in the Planning Area. This development will not reduce the housing to jobs balance, as it currently operates as a commercial development. c) Substantially decreasing existing and future water supplies. This development will not negatively impact the existing and future water supply. d) Replacing employment with residential uses This development does not propose any residential uses. e) Requiring additional and more expensive improvements to infrastructure systems and/or proximity to municipal facilities and/or services than are needed to support the prevailing land uses and which, therefore, may impact the level of service for existing and proposed developments in other areas. This development will provide the required improvements to the on- and off-site infrastructure as required by the City of Apache Junction. f) Increasing traffic (without mitigation measures) on existing roadways beyond the planned level of service, and that negatively impacts existing and planned land uses. This development does not negatively affect planned levels of traffic service. All required mitigation efforts will be met, such as providing a deceleration lane off of Old West Highway, providing two improved access points off of 121" Avenue, and maintaining the existing access easement for the residents along the eastern property line. g) Affecting the existing character (i.e., visual, physical, and functional) of the immediate area. This development will improve the existing character with curbs, gutter, landscaping, lighting, walls, and surfacing. + EPS IV 11 l * 1130 N Alma School Rd.Suite 120,Mesa,AZ 85201 IT:480.503.2250 1 F:480.503.2258 1 www.epsgroupinc.com G R 0 U P h) Increasing the exposure of residents to aviation generated noise,safety and/or flight operations. This site will not have any aviation uses or flight operations. i) Materially diminishing the environmental quality of the air, water, land, or cultural resources. This development will not diminish the environmental quality and proposes an 8' CMU wall for security and noise mitigation. j) Significantly altering recreational amenities such as open space, parks, and trails. This development will not have any impact on any existing or future recreational amenities. Plan of Development Findings of Fact That a better design cannot be achieved by applying the strict provisions of the underlying zoning district. The site is currently zoned B-1 and B-4/PD. Strict adherence to the current zoning districts would not allow the site to be developed in a cohesive manner. Approval of the zone change to B-4/PD will allow the site to be designed to harmonize, work with, and minimize impacts and disturbances to adjacent land uses. In addition, approval of the B-4/PD district will allow for building placement, street alignments, and open spaces to be designed efficiently and to provide compatibility with the surrounding area. That strict adherence to the provisions of the zoning ordinance is not required in order to ensure the health, safety, and welfare of the inhabitants of the proposed development. Strict adherence to the provisions of the zoning ordinance is not required in order to ensure the health, safety, and welfare of the inhabitants of the proposed development. The site exceeds code requirements with wide private drives that efficiently circulate throughout the site, sufficient parking that exceeds minimum requirements, and paving and landscaping to reduce dust pollution. That strict adherence to the ordinance is not required to ensure that property values of adjacent properties will not be reduced. Strict adherence to the ordinance is not required in order to ensure that property values of adjacent properties will not be reduced. The site is able to meet and exceed all building setbacks and proposes structures over 120' away from the nearest property line. Additionally, the developer intends to build 8' walls to mitigate any operational noise as well as security lighting to ensure the safety of the area. Conclusion The approval of this minor general plan amendment, rezone request, and Site Plan is the next step in the process in order to develop and improve this site. We respectfully request your review and approval of the submitted documents for the attached application and look for to working with the City to build a successful project. .ram r ._ - -- DISC LAI ME R This map was produced without benefit of afield survey and is not the intended use.The use of this map is for informational GIS Map purposes only and the City of Apache Junction makes no warranty, expressed or inlDlied.regarding thereliabilkyof the information provid k7-, iL JL m4 gg ` .it w r Of LEGEND City of Apache Junction / pStreet Names Subdivisions w N Mu nicipal Boundary H Rental Residential&MH/RV Parks IJ Apache Junction parcels A Pinal County CITY OF APACHE JUNCTION May 3, 2023 0 0.045 0.09 County Boundary FINAL COUNTY mi Content maintained by the Apache Junction GIS Division NW COR, SEC 27, T I N, R8E FD N89055'48"E 2645.42' 1322.76' FD BCF - GLO BRASS CAP IN HaNnHc�i F In N U 1 r / NU (� - ,Z„ � INSTALLS PAVEMENT FROM PROPOSED PAVEMENT o I . _Z��( FD PK AIL W/WASHER 2" A-12.5 _� r___� ::) m o6 CENTERLINE TO EOP FD COTTON -a o C "LS 217 3" 2.5"A-19 p U PROPOSED PAVEMENT EDGE I = PICKER SPINDLE o � a w O � 8 ABC ......V) ......................................................................................................................... ......................... ............................................................................................................................................................:::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::......... .................................................................................................................................................................................................................................................... w — :::::... .......................................................... E. 12TH AVE.;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;::::::;;;;;;;;;;:;;;;:;;;:;;;:;;;:;:;;....::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::;;:; 0 0 d w ..................................................................................................................................................................................................................................................... ............... : O Q ........................................... .................. ..... CD ::::::::::::......::::::::::::::::::::::::::::: 0 :::: : 13� PROPOSED ASPHALT 50.0 r to _ r "^)w PROPOSED CURB AND GUTTER TAPER . 0- 0 rh N I .-. M } I I 1140.0 ! Q J N CD ... QC ::::.:::::::m ::::::.::::::. :::::.::::::. ._.. .._ ._:.�:::::.......................................... . w ::. ::. :::.::::::.:: . . . z ,� >»»»»: :- 29 PROPOSED STALLS ::»»::»:»:::::: ....`iiiil:iiii»:iiii»:iiii»: iii>: ... . O i >:>:>:>> >:>:>:>:>..>:>:>:>:>:>:>:>:.::::: ::::. ::::.::::::.::.. .::::::.::::::.::::::. ::::. i:iii:i:... ....;:iii:iii: r6 00 ....:<... PJ J.::.::::::.::::::.:::::. :::::.::::::.::::::.:::::. w :::::::::: :::::::::::::::::. ::::. ::::.:::::.. :::.::::::.::::::. ::::::::::. r� - �' � � 11� ..................... ............................................................... 0 0 .............. .................... ............................................ U ........... C) .. ....."................. CIO .s::.s::.s:::>: ...... ......................:::::::::::::::o.::::::::::::::E:::::::::: ..:.::::::::: :::::::::::::::::::::::::'. Z ::::::::::: , I cn W i'iiiiiiiii`iii:: iiiiiiiiiiiiii 77))iiiiiiiii:.::.. ii viiiiiiiiiiiiiiiiiiiiiiiiii: riiiiiiiiii o :;;;: .c 3:.................................................................... a ................................................................. ::::::.1:::::::::::::::::::::::::-::::::::::::::::::::::::::: 25.5 ;;;;:;N :::::::::::::::::::::::::::::::::::::::.:::::::::::.....::::::::::: o� ;;;........ - PR P ED FEN E o O OS C ....:::::: Q `: 26 PROPOSED STALLS : I;;::;;: U «;«««<; « a. >; N (I OX20) I . ::. ::. ::I: :: : :: : :: w�����l��������������l���.... .. . ........'s O '...'.'.J... ......]......I..: C: 0 ................ Cn z :::::::::::: ::::::::::::::: ::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::.::::::::::::::::::::::::::: w -::-;;-: 33 PROPOSED P ED TALL ;::E: :::::: :::::: :::::: Jmm : 11 .....::.:::.: 11 ................... 26 PRO OS S S ... :: » »»............................... ..... J..:: : »;;:. R/W BY SEPARATE DOCUMENT ...... .. .. .. .. .. 1 77 ( ) .. . . L:-.. . .. .. :. .. .. .. .. .. .. . .. .. .. .. .. .. .: O :. .. .:: ::::::::::::......::: : :::::::.::::::::::::::::I::::::::::::::::::::::::::::..................;;;; ;; ;:::...:....::.:;;:;;:..;;:;;:;:..::..::..::..::..::..::..::..::..::..::..........:;;:..::..............::........ o ................. �c ........... »::»::»:I:>:.o ...................................: »::T: »» ..::..::.. :. ...::.. il :PROPOSED CURB AND GUTTER::.....:: :::.:::.:::................. ... a ...::..:::: 15 (V ........................................ ................................................ .................. I PROPOSED : �14 LANDSCAPE BUFFER BASIN #1 :.:> PROPOSED 33.0 I _I I �� PROPOSED GATE :;; :>`:>`:>`: 8 TALL 26.0 UTILITY EASEMENT I :::: 33.0 ... )11 :::::::::::::::: ............. MATERIAL I UTILITY EASEMENT RACKS I I «;«;«;;;<;;;;;;;;;;;;;;; 16 PROPOSED I I BROADWAY AVENUE . .. ...........- 11 STALLS IOX20 I I Q - - .'.'...'.'...'.'...'.'...'.'...'.'...'.'...'.'.. Q Q Q PROPOSED PAVEMENT EDGE Q OG O I I PROPOSED FENCE SITE S o PROPOSED SIDEWALK I I I I I I APN 103-19-02 I A I I I V 1 W. W. CLYDE & CO. ................... iiI � I ZONING: 02RL N1_1 PROPOSED FIRE HYDRANT I w O O ._ I ..>s>s>s>s>s>s>s O 0 �--� LL Q I '.. ...�]�]�� - ;:!!!!A!!!!!!!!!! 1.. S PROPOSED ASPHALT: O V T w I Q w NORTH . L. : 1... '::'::'::'::'::'::'::'........::'::'::'::'::: I I I w Q I 1 �--� ; :40.0 I I ti I Ln:::»::.".... >::s:>::s:>::s:>::s:>::s:..'.'.::s:>::s::.::»::»: PROPOSED � O � o is N . iii iii iii iii iii iii ii liii i»: I O N.T.S. i»i»ii:�i»i»:::. > i i:.i: i»i»i»,:i:" — — — — O ; : 1.BUILDING I vi REMOVE EXISTING ASPHALT :........:.....:.:.:::.:::..........::....:..............::............... ««««««««: SOUTHERN AVENUE -4;�� w I U """' """"" . .:!,................................. _t 0 = I SEC. 27 U p : .,.. T.1 N. R.8 E. �-•� PROPOSED CURB I .......... AND GUTTER I ...... . PROPOSED TRUCK d O PROPOSED OFFSITE -/ VICINITY MAP 6 PROPOSED `� I >..>.:>:> WASH STATION STALLS IOX20 FLOW DIVERSION PIPE ( ) noon n 0 I I lss:ss:ss:::ll 1 PROPOSED I — EXISTING STALLS I I Co O Cd PAT I O I I 2 EXISTING WROUGHT ,� r. 4 O w EXISTING STORAGE I 0) N IRON FENCE a L I= I � CONTAINERS OCd -o EXI TING POWER OLE I I O EX EXISTING SEWER o /TRANSF R R C I SEPTIC WELL& SYSTEM c A �.. "...."...." " :..-.............................................. u BLDG < ... ............... ...............�]�]p...M.. I PROP SED EDGE I I �� AVEMENT N EXISTING SHADE I 'n 33 PROPOSED > u • STRUCTURE I 11 �� td I cn a `���������� ���� � R/W BY SEPARATE DOCUMENTco EXISTIN C EXISTING STORAGE T► I U Q ^^ w I I 1..1. AGE SWAL w CONTAINER Z EXISTING STALLS 15= I I O EXISTING SLIDING E I I r GATE& KEY PAD LANDSCAPE BUFFER O ::.::::::::::::::::::::. :::::::::::::::::::::::::::: ::::::::::::::::::: . 11 Z:::>:::>::::>:::>::»:".'I:::»::»::»::»::»::>::»::»::»::»::»::»,.[:::::»::»::»::»::»::»::>:::»::»::»::>' ::.:::::::::::-:. ......... I......................... .........................I................................ ............... EXISTING ENTRANCE: - EXISTING FI _ w....................................................... ......................................................................... ::.::::::::::::::::..... .........T::..................................................::. ::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::. :::::::::o. - ......................._...._.._...._.._ -...-....-..-....-....................._...._.._...._..... ..._...._...... o.::::::::: F J s»:1»ss»ss»ss»ss»ss»ss: .( . - HYDRA T ;;�:;�;;;�;;;�;;;�;;;�; :;;;�;;;�;;;�;;;�;;;�;;;�;;;�;;;�;;;�;;;�;;;�;;;�;;;�;;;�;;;�;;;�::;� ;�;;;�;;;�;;;�;;;�;;;�;;;�;;;�;;;�;;;�;;;�;;;�;;;�;;;�;;;�;;;�;;;� ;;;;;;;;1 fY1 .— :::::::::::::::::::::.::::::::::::o ::::::::: w. { ..................... .:::::::.M .:::::::::::::::::::::::::::::::::::::::::::::::::::: :::::::::::::::::::::::::::::::::::::::::::::::::::::.:::::::::::::: :.......:::::::::::::::::::::.::::::::::::::::::::::::. ::::::::::::::::::::::::F.::::::::::::::::::::::::::::::::::::::::::::::. 06 ....:.....:: :::::::::::::::: ........................................................ .......................................................................... m. I C. ...::.:::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::... ::::: a. ' ........... ............ ........................................................ ............................:::....................:....:::.:::.:::.:::.:::.::.:::.:::.:::.. cn 33 - - - - - - - - - - - - - - - - - - - - - - - - J L - ;::::::;: ;:•� - - - - - - - - - - - - - - - - - EROADWAY AND UTILITY EASEMENT .'.'...'.'...'.'...'.'.'.'...'.'...'.'...'.'.. >_1 O � U Cn EXISTING BLOCK WALL U (TO REMAIN) _ _ - - - - - _ 1111. - - - - - - - - - - - - - - - - - - - - - � T N O C�sm Z . .. .. .. . .. .. .. . i_3: u N w m W N _ o N O / p PROPOSED FUEL TANKS Q 3 3' M ROADWAY AND — Revisions: U J UTILITY EASEMENT 0 inl o o.> APN 103-19-0300 \ Fj i BLOUNT CONTRACTING, INC. ° ZONING: 0002 E o PROPOSED FUEL STATION •� :"' " ::::. 3.. PROPOSED ....... .. ... f .. ....... 11 .- w R/W BY SEPARATE DOCUMENT ZONE AE 2023 -� SFHA BOUNDARY 0 \ \ / \ 20 15' o w LANDSCAPE BUFFER � Q PARKING REQUIREMENTS: N PROPOSED ZONING: B-4 PD co M Q w I SPACE PER 300 FT' OF OFFICE SPACE BASED ON ZONING REQUIREMENT SLOPE LINE z Q o � TOTAL OFFICE SPACE: 28,067 FT U Q — J O � / TOTAL PARKING SPACES REQUIRED: 94 C I TOTAL PARKING SPACES PROVIDED: 120 o � �o / ......................... ..... m NOTE: q^ F b �� r 0o ALL UNPAVED AREAS TO BE SURFACED WITH A MINIMUM TWO INCH 2 "� <c ( ) O 2 o O o N p n AJ THICK LAYER OF RECYCLED ASPHALT PER SUB-SECTION 4.6)(E) OF THE CITY ' ,��� ��) 1i I O � w ` v Yv Call at least two full working days _ �r �h Q� OF APACHE JUNCTION ORDINANCE NO. 1361 before you begin excavation. N N � N � • N v O rr..nr.arrra Dial 8.1-1 or 1.800-STAKE-IT 782.5348 NN ( ) N Q' In Maricopa County:(602)263.1100 O �I j p Z PROPOSED Designer: EPS QLU BASIN #2 LL, Drawn by: a� ;n Q Q o w \ F� M W L o F \ 20 0 P • r Q - N O O J G o - M u 3 3.0 ` C V 5 w r . 0 g 5= F UBLIC R/W G r S C d T O P `11tiic\ o�F C ReGo o yj,� +I O �9y 1 N SRO 000' o ��cF ;.: . Job No. co .; .. ...�v 20 r 22-0268 \ /s S PO o , T�'OFR Sheet No. 60 0 60 120 I a) scale: I" = 60' feet I .� 0 04. 03 , 02 01 �- l � I a i w y 1( i � f 0.0 4� ROL � � -�- � � � r •1 IIIor AM AN jr OFkle �. 1 MEMO ', - h � AL r arc itects engineers J - • i •ter 1 � s I AN AA hIL r�rs• _ — - -- -- MEN NS 4 awlsom logo losses ■■ woman an •� @ it � •mv� SOON I'II'1'1'1"1" f ` 1 V y , mil ` .. . f`- •' '�T `_ _ - a - --ftl- %LANDSCAPE PLAN SPECIFICATIONS = • .� �� � Q PLANT LEGEND • ® Q e l r ,� PART 1 -GENERAL H.Set tree on soil and remove all burlap,wire baskets,twine,wrappings,etc.before beginning and backfilling operations.Do not use �J -� 1.1 SUMMARY planting stock if the ball is cracked or broken before or during planting operation. RHHS CODE TY BOTANICAL COMMON NAME CONT SIZE I. Apply vitamin B-I root stimulator at the rate of one(1)tablespoon per gallon. - M ' A.This section includes landscape procedures for the Project including all labor,materials,and installation necessary,but not limitedt�T to,the following: J. Upon completion of backfilling operation,thoroughly water tree to completely settle the soil and fill any voids that may have occurred.Use a watering hose,not the area irrigation system.If additional prepared topsoil mixture needs to be added.It should be rrrr . rrr IIld6®lo L1NI • PF 5 Parkinsonia florida 36 box a • AII^¢rIIIIIIIIIIIJIII I 1.Site Conditions „� I - F Blue Palo Verde a courser mix as required to establish finish grade as indicated on the drawings. W ' , p I • 2.Guarantees K.The amount of pruning shall be limited to the minimum necessary to remove dead or injured twigs and branches.All cuts,scars, O VI � and bruises shall be properly treated according to the direction of the Project Representative.Proper pruning techniques shall be CODE TY BOTANICAL COMMON NAME CONT SIZE 3.Maintenance I d P P Y g 1 P P P g q I; 4.Soil Amendments used.Do not leave stubs and do not cut the leader branch.Improper pruning shall be cause for rejection of the plant material. ` a _ LP-101 5. Fine Grading L.Prepare a watering circle of 2'diameter around the trunk.For conifers,extend the watering well to the drip line of the tree canopy. I PE'M 32 Pinus eldarica 36"box Place mulch around the planted trees. , ? ' Mondell Pine 6.Landscape Edging 4.TURF-SOD LAYING �� � �� �„•,; � I� � � ���' 7.Furnish and Installing Plant _ S TREES CODE QTY BOTANICAL/COMMON NAME CONT SIZE A.Top Soil Amendments:Prior to laying sod,commercial fertilizer shall be applied and incorporated into the upper four(4)inches of 8. Turf Planting the topsoil at a rate of four pounds of nitrogen per one thousand(1,000)square feet.Adjust fertilization mixture and rate of W 9.Weed Barrier application as needed to meet recommendations given by topsoil analysis.Include other amendments as required. r ' CL'B 31 Chilopsis linearis'Burgundy Lace' 36"box 1.2 SITE CONDITIONS B.Fertilization:Three weeks after sod placement fertilize the turf at a rate of pound of nitrogen per 1000 square feet.Use fertilizer i ?1 V / Burgundy Lace Desert Willow specified above.Adjust fertilization mixture and rates to meet recommendations given by topsoil analysis. ' a' A.Examination:Before submitting a Bid,each Contractor shall carefully examine the Contract Documents;shall visit the site of the x , r.- \�J • Work;shall fully inform themselves as to all existing conditions and limitations;and shall include in the Bid the cost of all items C.Sod Availability and Condition:Sod is to be delivered to the site in good condition.It is to be inspected upon arrival and installed 3 \ PC R 20 Pi d Puciash h Chi sis Red Push 36 box Red Push Chinese Pistache within 24 hours.Sod is to be moist and cool to ensure that decomposition has not begun and is to be free of pests,diseases,or required by the Contract Documents are at a variance with the applicable laws,building codes,rules,regulations,or contain obvious P � P erroneous or uncoordinated information,the Contractor shall promptly notify the Project Representative and the necessary changes blemishes. The Contractor shall satisfy himself as to the existing conditions prior to any construction.The Contractor shall be fully # I V responsible for furnishing and laying all sod required on the plans.He shall furnish new sod as specified above and la it so as too I \ \ REES CODE TY BOTANICAL/COMMON NAME CONT SIZE shall be accomplished by Addendum. P g Yi g q P P Y B.Protection:Contractor to conduct the Work in such a manner to protect all existing underground utilities or structures.Contractor completely satisfy the intent and meaning of the plans and specification at no extra cost to the owner.In the case of any discrepancy - \ r=i _ in the amount of sod to be removed or amount to be used,it shall be the Contractors responsibility to report such to the Project { to repair or replace any damaged utility or structure using identical materials to match existing at no expense to the Owner. Representative prior to commencing the work. a 1 I ' '-- AS'S 8 Acacia stenophylla 36"box C.Irrigation System:Do not begin planting until the irrigation s stem is completely installed,is adjusted for full coverage and is LP-102 \ Shoestring Acacia g Y P gY P Y l g D.Sod Laying:The surface upon which the new sod to be laid will be prepared as specified in the detail and be lightly watered before I °�in ' ' completely operational. I laying.Areas where sod is to be laid shall be cut trimmed,or shaped to receive full width sod(minimum twelve(12)inches).No 1.3 PERMITS partial strip or pieces will be accepted. Y �p OE'W 1 Olea europaea'Wflsonii' 36"box Wilson Olive A.Blue Stake/Dig Line:When digging is required,"Blue Stake"or"Dig Line"the work site and identify the approximate location of E.Sod shall be tamped lightly as each piece is set to ensure that good contact is made between edges and also the ground.If voids or 'r all known underground utilities or structures. holes are discovered,the sod piece(s)s is are to be raised and topsoil is to be used to fill in the areas until level.Sod laid on an gr P ()� (are) P Y mt � . 1.4 PLANT DELIVERY,QUALITY,AND AVAILABILITY sloped areas shall be anchored with wooden dowels or other materials which are accepted by the grass sod industry. P CODE QTY BOTANICAL/COMMON NAME CONT SIZE A.Unauthorized substitutions will not be accepted.If proof is submitted that specific plants or plant sizes are unobtainable,written F.Sod shall be rolled with a roller that is at least 50%full immediately after installation to ensure the full contact with soft is made. s substitution requests will be considered for the nearest equivalent plant or size.All substitution requests must be made in writing G.A 1 water directly after laying sod.Rainfall is not acceptable. • PDT 13 Phoenix dacrylifera 24"box 7'-9' q q P q g PP Y Y ymg P O Date Palm and preferably before the bid due date. ` r"I` H.Watering of the sod shall be the complete responsibility of the Contractor by whatever means necessary to establish the sod in an 1.5 FINAL INSPECTION acceptable manner to the end of the Maintenance period.If an irrigation system is in place on the site,but for whatever reason, \ / A.All plants will be inspected at the time of Final Inspection prior to receiving a Landscape Substantial Completion for conformance water is not available in the system.It is the responsibility of the Contractor to water the sod by whatever means,until the sod is SHRUBS CODE QTY BOTANICAL/COMMON NAME CONT to specified planting procedures,and for general appearance and vitality.Any plant not approved by the Project Representative will accepted by the Project Representative. 4I Q SR2 226 Salvia greggii'llaspberry' 5 gal be rejected and replaced immediately. I. Protection of the newly laid sod shall be the complete responsibility of the Contractor.The Contractor shall provide acceptable \ Raspberry Autumn Sage visual barriers,to include barricades set appropriate distances with strings or tapes between barriers,as an indication of new work. 1.6 LANDSCAPE SUBSTANTIAL COMPLETION LP-102 The Contractor is to restore any damaged areas caused by others(including vehicular traffic),erosion,etc,until such time as the \ EVERGREEN SHRUBS CODE QTY BOTANICAL/COMMON NAME CONT A.A Substantial Completion Certificate will only be issued by the Project Representative for"landscape and irrigation"in their entirety. lawn is accepted by the Owner. \ O 1 • Substantial Completion will not be proportioned to be designated areas of a project. J. All sod that has not been laid within 24 hours shall be deemed unacceptable and will be removed from the site. ,. ;; • ® Q LZ'C 103 Leucophyllum zygophyllum 5 gal 1.7 MAINTENANCE • Cimmeron Texas Sage 3.5 WEED BARRIER \ \ A.Plant Material:The Contractor is responsible to maintain all planted materials in a healthy and growing condition for 30 days after receiving a Landscape Substantial Completion at which time the Guarantee period commences.This maintenance is to include A.For the health of the soil and the microorganisms,weed barrier is not recommended.If use is required or requested,do not place in \ I O SS'L 7 Sophora secundiflora 5 gal mowing,weeding,cultivating,fertilizing,monitoring water schedules,controlling insects and diseases,re-guying and staking,and all annual or grass areas. \ I Texas Mountain Laurel other operations of care necessary for the promotion of root growth and plant life so that all plants are in a condition satisfactory at B.Cut weed barrier back to the edge of the plant rootball. ,.�Ic the end of the guarantee period.The Contractor shall be held responsible for failure to monitor watering operations and shall " LP-103 SUCCULENTS CODE � BOTANICAL COMMON NAME CONT C.Overlap rows of fabric min.6" ,� / replace any and all plant material that is lost due to improper application of water. D.Stable fabric edges and overlaps to ground. AA 98 Agave am d ica a'MPlantata' 5 al g 1.8 GUARANTEE END OF SECTION \ t • ;,Al a g A.Guarantee:A guarantee period of one year shall begin from end of maintenance period and final acceptance for trees,shrubs,and \ ground covers.All plants shall grow and be healthy for the guarantee period and trees shall live and grow in acceptable upright position.Any plant not alive,in poor health,or in poor condition at the end of the guarantee period will be replaced immediately. LANDS CAPE NOTES AP'T 56 Agave ke Pi rry's A a 5 gal xx.._. Any plant will only need to be replaced once during the guarantee period.Contractor to provide documentation showing where Artichoke Parry's Agave each plant to be replaced is located.Any outside factors,such as vandalism or lack of maintenance on the part of the Owner,shall INSTALLATION not be part of the guarantee 1. LANDSCAPE CONTRACTOR SHALL HAVE ALL UTILITIES BLUE STAKED PRIOR TO DIGGING.ANY DAMAGE TO DQ'M 4 Dasylirion quadrangulatum 5 gal PART II-PRODUCTS UTILITIES SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE WITH NO ADDITIONAL COST TO THE OWNER. GG� �a� Mexican Grass Tree 2.1 LANDSCAPE MATERIALS 2. DURING THE BIDDING AND INSTALLATION PROCESS,THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR %SITE REQUIREMENT CALCULATIONS VERIFYING QUANTITIES OF ALL MATERIALS.IF DISCREPANCIES EXIST,THE PLAN SHALL DICTATE QUANTITIES TO FS 15 Fouquieria splendens 5 gal A.Tree Staking:All trees shall be staked for one year warranty period.All trees not plumb shall be replaced.Staked trees shall use vinyl BE USED. Ocotillo tree ties and tree stakes two(2)inch by two(2)by eight(8)foot common pine stakes used as shown on the details. 3. ALL PLANT MATERIAL SHALL BE PLANTED ACCORDING TO INTERNATIONAL SOCIETY OF ARBORICULTURE(ISA) STREET FRONTAGE B.Tree Wrap:Tree wrap is not to be used. STANDARDS WITH CONSIDERATION TO INDIVIDUAL SOIL AND SITE CONDITIONS,AND NURSERY CARE AND E.OLD WEST HIGHWAY REQUIRED: PROVIDED: INSTALLATION INSTRUCTIONS. 1 TREE/30 FT(615 LN FT) 20 20 Giant Hes HF'G 129 Hesperaloe funifera 5 gal C.Mulch/Rock:See Plans.All planter beds to receive a minimum 3"layer for trees,shrubs,and perennials and 1"for groundcovers. Peraloe 4. SELECTED PLANTS WILL BE ACCORDING TO THE PLANT LEGEND.IF SUBSTITUTIONS ARE NECESSARY,PROPOSED 5 SHRUBS/30'FT(615 LN FT) 100 106 D.Weed Barrier:DeWitt 5 oz.weed barrier fabric.Manufactured by DeWitt Company,dewittcompany.com or approved equal. LANDSCAPE CHANGES MUST BE SUBMITTED TO THE LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO LAYING E.Tree,Shrub,and Grass Backfill Mixture;Backfill mixture to be 75%native soil and 25%topsoil,thoroughly mixed together prior to SOD. 12TH AVE REQUIRED: PROVIDED: placement. 5. SHOULD THE SITE REQUIRE ADDITIONAL TOPSOIL,REFER TO SOIL TEST WHEN MATCHING EXISTING SOIL.IF A 1 TREE/30 FT(467 LN FT) 16 16 F.Topsoil:Required for turf areas,planter beds and Backfill Mixture.Acceptable topsoil shall meet the following standards: MATCHING SOIL IS NOT LOCATABLE,A 6"DEPTH OF SANDY LOAM TOPSOIL(MIXED PRIOR TO SPREADING WITH 2-3" 5 SHRUBS/30'FT(467 LN FT) 78 78 OF QUALITY COMPOST)CAN BE INCORPORATED INTO THE EXISTING SOIL USING THE FOLLOWING DIRECTIONS: S ITE MATERIALS LEGEND a. PH:5.5-7.5 SCARIFY TOP 6"OF EXISTING SUBSOIL AND INCORPORATE 3"OF NEW COMPOST ENRICHED TOPSOIL.SPREAD REMAINING TOPSOIL TO REACH FINISHED GRADE. WICKIUP ROAD REQUIRED: PROVIDED: b.EC(electrical conductivity):<2.0 mmhos per centimeter 1 TREE/30 FT 1194 LN 40 3 EXISTING,37 NEW 6. SOD FOR NEW LAWN AREAS SHALL BE A DROUGHT TOLERANT VARIETY.FINE LEVEL ALL AREAS PRIOR TO LAYING ( � c. SAR(sodium absorption ration):<3.0 SOD. 5 SHRUBS/30'FT(1194 LN FT) 199 199 1 LANDSCAPE SYMBOL DESCRIPTION d.%OM(percent organic matter):>1% 7. EDGING,AS INDICATED ON PLAN,IS TO BE INSTALLED BETWEEN ALL LAWN AND PLANTER AREAS.ANY TREES e. Texture(particle size per USDA soil classification):Sand<70%;Clay<30%;Silt<70%,Stone fragments(gravel or any soil LOCATED IN LAWN MUST HAVE A 44 TREE RING OF THE SAME EDGING. IZEk 1"APACHE BROWN CRUSHED ROCK TO MATCH EXISTING 94,817 sf particle greater than two(2)mm in size)<5%by volume. 8. IF REQUIRED BY CITY OR OWNER SPECIFIED,DeWitt 5 OZ WEED BARRIER FABRIC TO BE INSTALLED IN ALL PLANTER ROCK MULCH PLANTING AREAS WHERE PLANTS ARE LOCATED ARE TO AREAS EXCEPT UNDER ANNUAL PLANTING AREAS AS SHOWN ON PLAN.WEED BARRIER SHALL BE CUT BACK FROM RECEIVE MIN.12"DEPTH OF QUALITY TOPSOIL.IF TOPSOIL IS PRESENT ON G.Turf Sod:All sod shall be 18 month old as specified on plans(or approved equal)that has been cut fresh the morning of EACH PLANT TO THE DIAMETER OF THE ROOTBALL. SITE,PROVIDE SOIL TEST TO DETERMINE SOIL QUALITY FOR PROPOSED installation.Only sod that has been grown on a commercial sod farm shall be used.Only use sod from a single source. PLANTINGS. PROVIDE 3"DEPTH OF ROCK MULCH TOP DRESSING.KEEP ROCK FROM WITHIN ONE FOOT OF TREE TRUNK,SHRUB OR PERENNIAL 9. ROCK MULCH(INORGANIC MULCH)TO BE APPLIED AT THE FOLLOWING DEPTHS:3"IN ALL TREE,SHRUB,AND H.Landscape Curb Edging:six(6)inches by four(4)inches extruded concrete curb made up of the following materials: PERENNIAL PLANTER AREAS;ANNUAL PLANTING AREAS AS SHOWN ON PLAN TO RECEIVE 4"OF SOIL AID STEM OR GRASS ROOT BALL. MATERIAL(ORGANIC MULCH).NO MULCH SHALL BE PLACED WITHIN 12"OF BASE OF TREE AND 6"WITHIN BASE OF INSTALL DEWITT 50Z WEED BARRIER LANDSCAPE FABRIC UNDER ALL ROCK a. Washed mortar sand free of organic material. SHRUBS AND PERENNIALS. AREAS.KEEP WEED BARRIER 1'AWAY FROM EDGE OF ROOT BALL OF ALL b.Portland Cement(see concrete spec.below for type) PLANTS. 10. ANEW UNDERGROUND,AUTOMATIC IRRIGATION SYSTEM IS TO BE INSTALLED BY CONTRACTOR IN ALL c. Reinforced fiber-Specifically produced for compatibility with aggressive alkaline environment of Portland cement-based LANDSCAPED AREAS.LAWN AREAS TO RECEIVE AT LEAST 100%HEAD TO HEAD COVERAGE AND PLANTER AREAS composites. TO RECEIVE A FULL DRIP SYSTEM TO EACH TREE AND SHRUB.POINT SOURCE DRIP OR IN-LINE DRIP TUBING TO BE R043;3m,1'_,)6oU0 1-10 2"-4"CHARCOAL CRUSHED ROCK TO MATCH COBBLE AT SWALE INLETS. 37,321 sf SECURED AT EDGE OF ROOTBALL,NOT AGAINST TRUNK.SEE IRRIGATION PLAN. ROCK MULCH PLANTING AREAS WHERE PLANTS ARE LOCATED TO RECEIVE d.Only potable water for mixing. MIN.12"DEPTH OF QUALITY TOPSOIL.IF TOPSOIL IS PRESENT ON SITE, 11. UPON REQUEST,A PLANT GUIDE IS AVAILABLE WITH OUR RECOMMENDATIONS REGARDING WEED BARRIER, PROVIDE SOIL TEST TO DETERMINE SOIL QUALITY FOR PROPOSED LLandscape Metal Edging:5.5"steel edging with 18"dowels into the ground for stabilization. PLANT CARE AND MAINTENANCE PLANTINGS. PROVIDE 3"DEPTH OF ROCK MULCH TOP DRESSING.KEEP PART III-EXECUTION INSTALLER RESPONSIBILITIES AND LIABILITIES ROCK FROM WITHIN ONE FOOT OF TREE TRUNK,SHRUB OR PERENNIAL 3.1 GRADING 1. THESE PLANS ARE FOR BASIC DESIGN LAYOUT AND INFORMATION.LANDSCAPE CONTRACTOR IS REQUIRED TO STEM OR GRASS ROOT BALL. USE TRADE KNOWLEDGE FOR IMPLEMENTATION.OWNER ASSUMES NO LIABILITIES FOR INADEQUATE INSTALL DEWITT 50Z WEED BARRIER LANDSCAPE FABRIC UNDER ALL ROCK A.Topsoil Preparation:Grade planting areas according to the grading plan.Eliminate uneven areas and low spots.Provide for proper ENGINEERING CALCULATIONS,MANUFACTURER PRODUCT DEFECTS,INSTALLATION OF ANY LANDSCAPING AND AREAS.KEEP WEED BARRIER 1'AWAY FROM EDGE OF ROOT BALL OF ALL grading and drainage. COMPONENTS,OR TIME EXECUTION. PLANTS. B.Topsoil Placement:Slope surfaced away from building at two(2)percent slope with no pockets of standing water.Establish finish 2. LANDSCAPE CONTRACTOR IS RESPONSIBLE AND LIABLE FOR INSTALLATION OF ALL LANDSCAPING AND grades of one(1)inches for planters below grade of adjacent paved surfaced.Provide neat,smooth,and uniform finish grades. IRRIGATION SYSTEMS INCLUDING CODE REQUIREMENTS,TIME EXECUTIONS,INSTALLED PRODUCTS AND 1 LANDSCAPE Remove surplus sub-soil and topsoil from the site. MATERIALS. SYMBOL DESCRIPTION QTY C.Compaction:compaction under hard surface areas(asphalt paths and concrete surfaces)shall be ninety-five(95)percent. GRADING AND DRAINAGE REQUIREMENTS SHEET INDEX # 1-17 BOULDERS-DECORATIVE 148 Compaction under planting areas shall be between eighty-five(85)and ninety(90)percent. 1. AS PER CODE,ALL GRADING IS TO SLOPE AWAY FROM ANY STRUCTURE.SURFACE OF THE GROUND WITHIN 10' FEET OF THE FOUNDATION SHOULD DRAIN AWAY FROM THE STRUCTURE WITH A MINIMUM FALL OF 6" 3.2 TURF GRADING 1 LANDSCAPE 2. AS PER CODE,FINISHED GRADE WILL NOT DRAIN ON NEIGHBORING PROPERTIES SYMBOL DESCRIPTION QTY A.The surface on which the sod is to be laid shall be firm and free from footprints,depressions,or undulations of any kind.The 3. A MINIMUM OF 6"OF FOUNDATION WILL BE LEFT EXPOSED AT ALL CONDITIONS surface shall be free of all materials larger than 1/2"in diameter. LP-101 Fl 72 2_111 EXISTING LANDSCAPING TO REMAIN 9,963 sf B.The finish grade of the topsoil adjacent to all sidewalks,mow-strips,etc.prior to the laying of sod,shall be set such that the crown 4. LANDSCAPE CONTRACTOR TO MAINTAIN OR IMPROVE FINAL GRADE AND PROPER DRAINAGE ESTABLISHED BY EXCAVATOR,INCLUDING BUT NOT LIMITED TO ANY MAINTENANCE,PRESERVATION,OR EXAGGERATION OF of the grass shall be at the same level as the adjacent concrete or hard surface.No exceptions. SLOPES,BERMS,AND SWALES. 3.3 PLANTING OPERATIONS 5. LANDSCAPE CONTRACTOR IS RESPONSIBLE TO CORRECT ANY DAMAGED OR IMPROPER WATERFLOW OF ALL A.Review the exact locations of all trees and shrubs with the Project Representative for approval prior to the digging of any holes. SWALES,BERMS,OR GRADE r Prepare all holes according to the details on the drawings. 6. DEVICES FOR CHANNELING ROOF RUN-OFF SHOULD BE INSTALLED FOR COLLECTION AND DISCHARGE OF B.Water plants immediately upon arrival at the site.Maintain in moist condition until planted. RAINWATER AT A MINIMUM OF 10'FROM THE FOUNDATION,OR BEYOND THE LIMITS OF FOUNDATION WALL BACKFILL;WHICHEVER DISTANCE IS GREATER C.Before planting,locate all underground utilities prior to digging.Do not place plants on or near utility lines. D.The tree planting hole should be the same depth as the root ball,and two times the diameter of the root ball. E.Trees must be placed on undisturbed soil at the bottom of the planting hole. LP-103 F.The tree hole depth shall be determined so that the tree may be set slightly high of finish grade,1"to 2"above the base of the trunk flare,using the top of the root ball as a guide. G.Plant immediately after removal of container for container plants. NEE= • • ' •11 For or • ' • ' • - I o��SS\ONAL �gNos PM: 3/20/2023 AZ22004 AE URBIA JTA \ e���\f I Cgrlr,C� oyA� a Ainswo i r n - '� �� - - Q`�° c� �� yP DRAWN: ACP 909 W. SOUTH JORDAN PARKWAY ` �\ \ 1 j; 75940 NO. REVISION DATE BLUE STAKES OF ARIZONABLOUNT EXCAVATING KRISTINA m XX-XX-XX 811 UTILITY NOTIFICATION CENTER, INC SOUTH JORDAN, UT 84095 ` \\ I" 01N ooR23 CHECKED: MA XXXX n I 801 575 6455 �\ / S PLOT DATE: 3/20/2023 1-800-782-5348 ' V \\\ � ) 9 P. 2 www.bluestakes.org APACHEJUNCTION, ARIZONA ` - \`-� / 20NA, \ '3DESIGN GROUP 4 - ,#P1nnnh*&1r1suafizafi= PERMIT S9T 5 0' 75' 150' 300' 600' 3450 N. TRIUMPH BLVD. SUITE 102 6 LEHI, UTAH 84043 (801) 753-5644 7 GRAPHIC SCALE: 1" = 150' www.pkjd@Slgngroup.com LP- 100 r——— ———— OHE I I OHE E OHE OHE I I I OHE OHE HE OHE O I o � I m : . 7. . . .. .. .. ... ........ .. . .. . .. . .. . .. . . . . . . .... .. . . .. ... ...::::::. . .. . ... .. . .. . .. .. .. .. .. , o ... ... ... ... ... ... ... ... ... ... ... . .. .... ... • w - , , m , alip y D° m9 i • - r r • .. pp �:O � ym 000 kx �' I PO7J fl�� �.O�4 oc�nom c� nm coo I i • � � -� OT�ON t73m 5, i i Lu Iv / / ,�, I--- ----- AI 0 ryL © 3 I I v I la y\ ` l%t v <, / ; I 0 o gyp,, ' L"I O m `--� O O < -10 o o < st N I O • � mz o°N (/ NEU- N4 .•,{ •. \ moo0> t e �m�cv I�•4rn� / �mzorn3m �iJ�+•.. • rO�mmr� 1� ' Onrmmmy0 "� yr�w�za �I I _ems � •� �I I : + V •" �1�� , , , b df11�lOIM �42i df11�lOIM —�H OHE 0CA i� a a � o��SS\ot4 t,9Nos PM: 3/20/2023 AZ22004 AE URBIA JTA \ e��i.a I CA lc i oyr it .. \�� '--- — - - ��O � aAinswo igpOr 9P DRAWN: ACP YY 909 W. SOUTH JORDAN PARKWAY �5s4o NO. REVISION DATE BLUE STAKES OF ARIZONA \\\ _ J /) KRISTINA m 1 XXXX XX-XX-XX 811 UTILITY NOTIFICATION CENTER, INC BLOUNT EXCAVATINGSOUTH JORDAN, UT 84095 \\ — 01N OQR23 CHECKED J MA 801 575 6455 q PLOT DATE: 1-800-782-5348 L \\\ 3/20/2023 2 www.bluestakes.org �� _ _ _ -V j ZO N A, APACHE UNCTION ARIZONA , . . , 3 DESIGN GROUP 4 IM&CWA 74411ft 1AFplz=ing&vmmlwdim PERMIT S9T 5 0' 25' 50' 100, 200' 3450 N. TRIUMPH BLVD. SUITE 102 6 LEHI, UTAH 84043 (801) 753-5644 7 GRAPHIC SCALE: 1" = 50' www.pkjd@Slgngroup.00111 LP O I O I = r� zo I �o ° ° ° i O 00()6, a a a a a a a a a a a 007_�'7_0 0 0 0 o 0 0 °S OOHE ° , a a `° ° ' 0 0 oo � E OHE �!foE° - - _ sue., p E HE o0 O °C 000oo 0 0 0 op o o opo opo opo o po 0 00o po p0 opo o popo op opo ppogo O ���_���_ 0 0 0 0 0 0 0 0 0 00 0 0O° O°pO 0 O O O 00 O O O O 0000 O OO O OO O OO O °O OO OO O OO O °O O°O 00°O r,n'L! /.=rir ° rlrG n °O 00°O °" • O� V� D O O DO °.� O O O 00 i O OOO OO OO OO ° O OO OO OO OO OO O O ° ° •O O O O O O OO i i. . GO GO O�O �O O O O O O O O O O O O O O I O O O O O 00 00 00 00 O ,.I p I • °O O O O O O O O O 6 0 O O O O O O n _ - _ "yo a a a a a a a a a a a a a a a a a a a - O O O/ of O O O OAl O O �ppO O OO OO�O O ". ° O O° O�gO OO O � ALL PROPOSED LANDSCAPE VEGETATION I ALL PROPOSED LANDS �yPE VEGETATION o °o °� SHALL BE LOCATED A MINIMUM OF THIRTY-SIX SHALL BE LOCATED A MINIMUM OF THIRTY-SIX � INCHES (36") FROM ALL PUBLIC STREETLIGHTS AND I � INCHES (36") FROM ALL PUBLIC STREETLIGHTS AND °� PULL BOXES. ALL PROPOSED TREES SHALL I PULL BOXES. ALL PROPOSED TREES SHALL z O°o ° BE LOCATED A MINIMUM OF TWENTY FEET 20' FROM I BE LOCATED A MINIMUM OF tWENTY FEET 20'\\ FROM 2 OUTSIDE BASE OF THE TREE TO ALL PUBLIC I 1 OUTSIDE BASE OF THE TREE TO ALL PUBLIC I STREET LIGHT POLES AND PULL BOXES, TYP. I STREET LIGHT POLES AND PULL BOXES, TYP. a aWi C� e ISTING TREE ° a a EXISTING TREE . ..I. .: jo 00 0 0Oo ° I v / I a QQ O a.�(/• Q.o • .� :[yY•�) (yG•�]W (�qJ E o • :�°�.[/�) 0 J/•�J:V (Q�] • :� • �/:(q..�) (/.�) v i o a. 0. ' al � a�� I :I• o •v :a Ew I •� I a a O O 000 I 1�� a I 0° I HV v r � - I ry a" °O p ° Q 0 o in a B o 0 0 0 0 0 a ° 00ng0 v I' oo�o 00 0 o '-O OOp�WoO d k:J .� °c°� o. * O 00 O /Opr �_0_0 O 0 0 .3 V a Ep(�^^ (�^^ ('� a OOOOO° I a. "�d. O O OOo 00p �. /'� �� �� I pgp�Op�p�Op�p� 0 0°�0 00Op 0 '00000000000 a. a. OO° OO° I �� �'� IO � � I I 0 ° \ ° "TREE' I _ o _ v I � - (� a q r a a a ton 'e AD SHEET LP 102 --- I SHEET LP 102 o��g5\ONAL �gNOs PM: 3/20/2023 AZ22004 AE URBIA ,JTA \ Q����f I CArlr,c� o9A� a Ainswo i r n DRAWN: ACP 909 W. SOUTH JORDAN PARKWAY ` �\ \ `r /, \� 1 � 75940 KRISTINA m BLOUNT EXCAVATINGSOUTH JORDAN, UT 84095 ,\ W CHECKED J MA NO. REVISION DATE BLUE STAKES OF ARIZONA ` �� AINSWORTH )OOO( XX-XX-XX 811 UTILITY NOTIFICATION CENTER, INC \ 01-30-23 801-575-6455 \ \ �\ PLOT DATE: 1-800-782-5348 N \ 9�, SP 3/20/2023 2 www.bluestakes.org APACHEJUNCTION, ARIZONA - - -� Z�N A, A3DESIGN GROUP A I . , 4 jw &v PERMIT SST 5 0' 10, 20' 40' 80' 3450 N. TRIUMPH BLVD. SUITE 102 6 LEHI, UTAH 84043 (801) 753-5644 7 GRAPHIC SCALE: 1" = 20' www.pkjdesigngroup.com LP 10 1 SHEET LP 101Ix \ x IN ]A I p000 p00 __ •� O O OO O / QD�npr QOQ / .a. a. w . a. a. a. 00 O O)o o / .� www 000 i MA HL EA JQI— a M ` LiAi a I� OOOvV"QOO tJ On O Pr,i. Q O OO o • �b�°I L< r. `^10 O o`^10 0 T �W-�OOO�W-�0000 ` a. a. a. a. �Q�Q nO�Q�O nQ l . `� � ° d 1`' OOODO°nO pDr^0�0000 on 0 VY 0O 00 00 n^pr^0000 W 0-0 ----- I 0 00�0 .3' 0�000 I 0 0 o ono '� c QOOoo 00°O O00• I I ° � OqM, * DOoOoD��OoOo a. �CNOOO O On00 o I O� �00(�O°�O Q° OoQ� TO .. . o0 000 or °o O HV I ° I a a a a a a Q QQ Ia a a a a a a a ° o� B0 0� I I .ao .ao .ao .ao .ao .ao .ao O O 00 sk .ao . . . . . . . . W-�000 uCN0 OOO . O 00 O 00 00 O o�. �0°���0°��00 00 Onp 0 r^� Onpr^�O ——————————— OOO�W-'0000�W 000 ° —I 000 O ^0��0 v0� - - - - - - - --- --I �O°poo aa a a a a a ao O 0 O°O0 a ° QoQ a. a. a. a. a. .a. .a. a. a. a. a 000 000 . off° 00� ° 0 00 0 Q. b, b �.o O o/° 00 o �p00 p O 00 eo. e .a. a. a. a. a. a. a. °nnpprr 1l PRC°npr lO . O p Uo o000 00 o00a'c�00 O DO000 5U00000D 0000 ° p"V`�V�O"V 000 bo bo b O . 0 0 ° EXJSTINGTREE O0 D ° ODO° ODO°nnpprr IOl : L O 000 W-�000 O On00�0�0 �Cjj p OQ Op ' ODOpQ OO O. bw b �oo0 00 �' ;85.9 oa ° c b D°Ooo D°Oo00oD°Oo O ao ao ao ao ao O O� O ° .. .. O On^pr IODOnpr l O \ 0( ����000W 00 oo� O�O�QO Q ° - O O \ ao ao ao ao OO°00°OO D° 0 oQ O o O oQ O oQ o I oo �000 000 /yyo OD o � O 00 OO 000 00000. . FINGT E �O pDo OD O"Vo V�O i( OD oo OO p Qo�0 c °/lJo oD 600 0 0 0 0 CJQ � ao ao ao a. a. b. O ° O O (0)° ? .a. . ao I O 00 O 00 0 =° �j 00 0 0000 OO DO OO DO OO DOD OO ° O o 00 /0 0 0o//0 o X' o jam. S � f pvv �U�Ov� ° o�.a 01� O ao ao ao ao a 00 /J b ba 0 � b. 6 oOOo OO. :o`: OOOOOOO OOpo00000 j O O D O O D O e 00 O •O^�O O O O O O O .ob. O npr l npr l npr l npr l W-�O W-�000 W-�000 ° .ao ao ao ao ao a. NI%.91Na\� Do 00 0 00 00 0 00 0 00 .ao ao ao ao a. a ao Cp �Cp �CA �CA �CA 00 o�OQ o 0 o�OQ o�OQ 00 00 00 00 00 00 00 00 0 0 0 O o O o O o O° o 'e� ao a Oc lOD (0)1000°npr 1000°npr 1000°npr to O o O O W�O W�000 W�, , Wg), 00 W�000 \ ° (Do OQOo�OQOo�OQOo�OQOo�O 2p+, 0 00 0O 00 0O 00 0O 00 0000 ` °a a a D°° OD°° OD°° OD°° OD00 w .ao ao ao ao a. ao eo O Q O O O O o O Onr 10 O�O Onr ,0 O� O O 000 000 000 000 O .ao ao ao ao ao ao a. 0OO O000 WOQ `OOO�0 000O0Q000D0/Q�OjO Ij0 OpoOO Op IOO On OO OO 000 0On O 3 o2000 0 0 0 O0OD0OO 0O 0°0Ow(l)Op oO0 0o00000 00 O O 0O 0n0 0O00 O O�nO�6Og&O6 Og&O6Oq"&) 9(50 � DODOD °O °OOOD/ /D0 006 0 0 0 . ao ee o ao a �e�e, o e �. : ..,:o. . . o0 00 0�00�00 0 °D°oOo° °oo°D°oo .a .a .° .° O Q° Op° O Op° eo :o eoa e / Do 0 000 0 a ODO 0� OOp O O 00or" 0 e, eo a eo a a. p�JO���J \ OO D o o 00 O 000�0 000 000 a a a a a a �O 00 Q O p Op 00 00 O O � °. e e e D Oo . 000 O O O (0) 0O °OoIn Q 0 o ° Q Q Q Q Q e 0. e O° O Oc Pa - o00 000� MATCHLI E A °� Q! 2UloC�°� o o ° In 0 0o D o0 0 o o 0 00 0 F rYs IV O � O � O 00000 i / OD0000000000000° O O 00 C Ilqppqlppplllpp Tyo_o o_o _o 00 o < SS\010 t4* PM: 3/20/2023 AZ22004 AE URBIA JTA \ e��i aAIsw lci oyrl it .. \� '--- — — — ��O � aAinswo igpOr 9P DRAWN: ACP YY 909 W. SOUTH JORDAN PARKWAY ` �\ \ I ji I 75940 NO. REVISION DATE BLUE STAKES OF ARIZONABLOUNT EXCAVATING \\\ _ J /) KRISTINA m XX-XX-XX 811 UTILITY NOTIFICATION CENTER, INC SOUTH JORDAN, UT 84095 ` \\ I" 01N 0-23 CHECKED J MA XXXX n I 801 575 6455 1 it 1 / S PLOT DATE: 3/20/2023 1-800-782-5348 ' V \\\ � I � � ) 9,� P• 2 www.bluestakes.org APACHEJUNCTION, ARIZONA ` - --J \j/ ZON A,i 3DESIGN GROUP 4 jw &v PERMIT S9T 5 0' 10, 20' 40' 80' 3450 N. TRIUMPH BLVD. SUITE 102 6 LEHI, UTAH 84043 (801) 753-5644 7 GRAPHIC SCALE: 1" = 20' www.pkjdesigngroup.com LP- 102 /Z PLANT LEGEND � o r f RHHS CODE QTY BOTANICAL/COMMON NAME CONT SIZE o .°. .�. ° •... ° ° PF 5 Parkinsonia florida 36"box ®��. . Blue Palo Verde 6 .° / CODE QTY BOTANICAL/COMMON NAME CONT SIZE 1 s PE'M 32 Pinus eldarica 36"box Mondell Pine ow a S TREES CODE QTY BOTANICAL/COMMON NAME CONT SIZE 3,Oo° �ooLtS�10oo i9Oq°oO� 2 : CL'B 31 Chilopsis linearis'Burgundy Lace' 36"box OQ QO OQ° .'a. Burgundy Lace Desert Willow � 0 o O nO \ 00 PC'R 20 Pistacia chinensis'Red Push' 36"box �0 bo ° ° • Red Push Chinese Pistache )000000�oo ° ° o o - no o 9(I REES CODE Q BOTANICAL/COMMON NAME CONT SIZE o 00 0 00 0 00 �oc���oc���oc�� \0 cc) OOOOOQ OOOOOOOQ OOOOOO ,�01/ D OOn r 1000 n r 1000 ;�00O000 n`bboc p°o°�Ooon``bboc p°o�00o Q ° �� \ ° a ° • r ASS 8 Acacia g a 36 box o'0 '0 Shoestring o o ° OE'W 1 a'Wflsonii' 36"box pOp Olea Wilson Olive 3 �oW0o�oQ 0�0n )0 w ° 000 P CODE QTY BOTANICAL/COMMON NAME CONT SIZE 00 a a a, .a PDT 13 Phoenix dactylifera 24"box T-9' a, a, a, a, a, a, a, a, a, a, Date Palm y ° ° �:. . . a SHRUBS CODE QTY BOTANICAL/COMMON NAME CONT OOO o 2 {Vk ��y ID SR2 226 Salvia greggii'Raspberry' 5 gal o O Raspberry Autumn Sage 0 0 o Nf'fNN O O°�00°OIJ 00°O Q96 ° a n a EVERGREEN SHRUBS CODE � BOTANICAL/COMMON NAME CONT 0 0 0 0 0 0 0 0 0 0 0 �° ° 0 0 gal �O oo�O oo� o�oo o�o�O oo� O O O O O O /N. a a a a a � p Y Yg P Y 0 �o Qo �o Qo oQo�o Qo o o�o 0 0 O� O� O� O O�O O� ^ O LZ'C 103 Cimm h llTe z o h llum 5 �0 0 o O0 o O0 o O O O O O0 o O Cimmeron Texas Sage O 0 0 O o n^��O o n^��O o o O c=npr � o JO Op Oo�DOOW✓oOOW✓0 0 oOOW✓0 o O O 00o0a 0,O 0 0 n�aa0, Ona� 0oc .a 0o�Oaa° �00o0000�0�O���� 02 0p°a a a a ° OSS'L 7 Sophora secund iflo ra 5 gal� o0 � 50p(1 00 o Oo QQ Texas Mountain Laurel00 �0ooQ_ W00 O nOOnOOaO OO SUCCULENTS CODE QTY BOTANICAL/COMMON NAME CON TOQ�0QQoQ boo 0° 0 °00 00 AA V 98 Agave americansrMarginata 5 gal� O Variegated Century Planto(0OH9o�O° 00 Q000Q QO00000 Oo�oOo 0 APT 56 Agave parryi truncata 5 gal o o� o o�oono ono o�O o o ° 00. ° ao Artichoke Parry's Agave O QQ oo Q oo Q 0 0 0 0 0 0 \ o o 0O0��/tniO�C�pNr^�00oo �O . o. . � ° 0�a S� DQ'M 4 Dasylirion quadrang ulatum 5 gal O Mexican Grass Tree � � bb� �o00000000 '56C,����000 0 )000, O O o o�ono 8 FS 15 Fouquieria splendens 5 gal ° Ocotillo OOQOOOOO - . oQ �Q� o� -- HF'G 129 Hesperaloe funifera 5 gal VI Giant Hesperaloe o. Oo° 00o Ilpl� r � . o o 0 0v0 0 Q0 d . v p0000QO000 ° O ° O: a \ O .ao ao ao ao ao ao a. O O OO�OOnO �• . SITE MATERIALS LEGEND a. 000 000 o �o Oo O o 1 LANDSCAPE 00 pO 00 o • oo ° o SYMBOL DESCRIPTION TY a a a a r 000 a° a a a a a 0r. OQ� o o o. 1-09 1 APACHE BROWN CRUSHED ROCK TO MATCH EXISTING 94,817 sf ROCK MULCH PLANTING AREAS WHERE PLANTS ARE LOCATED ARE TO Q Oo Oo a�..:a. moo. ..,:a. 000 000 o RECEIVE MIN.12"DEPTH OF QUALITY TOPSOIL.IF TOPSOIL IS PRESENT ON \ nnOO On Qon(� SITE,PROVIDE SOIL TEST TO DETERMINE SOIL QUALITY FOR PROPOSED Opv °o o o :o o20;,a. ° PLANTINGS. PROVIDE 3"DEPTH OF ROCK MULCH TOP DRESSING.KEEP 00 000) o oQO000� �� �,` ROCK FROM WITHIN ONE FOOT OF TREE TRUNK,SHRUB OR PERENNIAL o� STEM OR GRASS ROOT BALL. 000 0 000 000 ` 00 onnO 0 0 0 0 0 0 0 a a. , a. :o a. a. ,. a. INSTALL DEWITT 50Z WEED BARRIER LANDSCAPE FABRIC UNDER ALL ROCK ��O Oo �� ° \ a AREAS.KEEP WEED BARRIER V AWAY FROM EDGE OF ROOT BALL OF ALL o000O��o00�000��00 �o o PLANTS. 000 060 000 O 000 O a, a, a, a, a, 0q,00 O 00 7701 3 OQ00 OQO 0 0� o o o"W1, - ) 0 �o 00° 0'Ur 1-10 2"-4"CHARCOAL CRUSHED ROCK TO MATCH COBBLE AT SWALE INLETS. 37,321 sf �000 Q �oO OUOoo�O0000�OO°Oo� a.:�� ..a �� ..a ���° ROCK MULCH PLANTING AREAS WHERE PLANTS ARE LOCATED TO RECEIVE oo 0 000�000�000 MIN.12"DEPTH OF QUALITY TOPSOIL.IF TOPSOIL IS PRESENT ON SITE, � O 0 °�°�OC�°�°�Oo PROVIDE SOIL TEST TO DETERMINE SOIL QUALITY FOR PROPOSED Oo QO00�QO00� .� PLANTINGS. PROVIDE 3 DEPTH OF ROCK MULCH TOP DRESSING.KEEP oDo�oDo ROCK FROM WITHIN ONE FOOT OF TREE TRUNK,SHRUB OR PERENNIAL 0 0 0 000 000 ) � o�oon STEM OR GRASS ROOT BALL. ° :7 ° ° ono�o�Oo 0 0`b0�0 0`b0 INSTALL DEWITT 50Z WEED BARRIER LANDSCAPE FABRIC UNDER ALL ROCK 00O O 00 oO AREAS.KEEP WEED BARRIER 1'AWAY FROM EDGE OF ROOT BALL OF ALL �Oo SOS°° 000�000 PLANTS. \ °0o 1 LANDSCAPE ao ao ao ao ao ao ao ao ao SYMBOL DESCRIPTION QTY BOULDERS-DECORATIVE 148 \ 1 LANDSCAPE SYMBOL DESCRIPTION QTY 1-22 1111 EXISTING LANDSCAPING TO REMAIN 9,963 sf \ \ c \ o��SS\ONAL �gNos PM: 3/20/2023 AZ22004 AE URBIA JTA \ e� \f I CA lc� oyA it .. \� '--- — — — ��O � aAinswo igpOr 9P DRAWN: ACP YY 909 W. SOUTH JORDAN PARKWAY ` �\ V ��, I ji I � �5s4o NO. REVISION BLUE STAKES OF ARIZONABLOUNT EXCAVATING \\\ _ J /) KRISTINA m XX-XX-XX 811 UTILITY NOTIFICATION CENTER, INC SOUTH JORDAN, UT 84095 ` \\ I" 01N ooR23 CHECKED- DATE MA XXXX N 801 575 6455 �\ / S PLOT DATE: 3/20/2023 1-800-782-5348 \\\ � I � � ) 9,� P. 2 www.bluestakes.org APACHEJUNCTION, ARIZONA ` - \`-� /sDESIGN GROUP 4 IM&CWA 74411ft 1AFP1z=ing&V=MEzRfi= PERMIT S9T 5 0' 10, 20' 40' 80' 3450 N. TRIUMPH BLVD. SUITE 102 6 LEHI, UTAH 84043 (801) 753-5644 7 GRAPHIC SCALE: 1" = 20' www.pkjdesigngroup.com LP- 103 CENTRAL LEADER. (SEE CROWN OBSERVATION DETAILS) ORIGINAL SLOPE SHOULD PASS THROUGH THE POINT WHERE THE TRUNK BASE MEETS SUBSTRATE/SOIL. PRIOR TO MULCHING,TAMP SOIL TRUNK CALIPER SHALL MEET TOP OF ROOT BALL SHALL AROUND THE ROOT BALL IN 6"LIFTS ANSI Z60 CURRENT EDITION BE 1-2"ABOVE FINISHED TO BRACE TREE. DO NOT OVER FOR ROOT BALL SIZE. GRADE COMPACT. WHEN THE PLANTING TRUNK CALIPER SHALL HOLE HAS BEEN BACKFILLED,POUR PRIOR TO MULCHING,TAMP MEET ANSI Z60 CURRENT WATER AROUND THE ROOT BALL TO ROOT BALL: REMOVE WIRE AND SOIL AROUND THE ROOT BALL SETTLE THE SOIL. IN T LIFTS TO BRACE TREE. DO EDITION FOR ROOT BALL THEN AFTER PLACEMENT, CUT NOT SIZE. DOWN BURLAP AS CLOSE TO � OVER COMPACT.WHEN THE PLANTING HOLE HAS BEEN 3"�LAYER OF MULCH. NO MORE BOTTOM OF ROOTBALL AS POSSIBLE. ROOT BALL MODIFIED BACKFILLED,POUR WATER AS REQUIRED. THAN 1" OF MULCH ON TOP OF ROUND-TOPPED SOIL BERM 4" AROUND THE ROOT BALL TO CINCH TIES 1 DIA. ROOT BALL. (SEE SPECIFICATIONS HIGH X 8 WIDE ABOVE ROOT SETTLE THE SOIL. FOR MULCH). ROUND-TOPPED SOIL BALL SURFACE SHALL BE 2" DIA. ROUND FIR POSTS;2 PER TREE: REMOVE AFTER FIRST YEAR,IF NEEDED. ORIGINAL GRADE. CENTERED ON THE DOWNHILL 3" LAYER OF MULCH PULLED �� BERM 4 HIGH X 8 WIDE SIDE OF THE ROOT BALL FOR BACK 1 FOOT FROM THE TRUNK MAINTAIN TREE BASE 1-2 HIGHER THAN EXISTING GRADE,TO ALLOW FOR ABOVE ROOT BALL 240 BERM SHALL BEGIN AT OF THE TREE SETTLEMENT SURFACE SHALL BE CENTERED ON THE ROOT BALL PERIPHERY. 3" MULCH TO BE PULLED 1'AWAY FROM THE TREE TRUNK DOWNHILL SIDE OF THE TOPSOIL: 2" MIXED WITH TOP 3" OF EXISTING SOIL. 4" ON TOP OF THIS MIXTURE ROOT BALL FOR 240 . . . . . . . . . . . . . . . . . Z _ BERM SHALL BEGIN AT FINISHED GRADE. ROOT BALL PERIPHERY. . . . . MODIFIED SOIL. . 1. TREES SHALL BE OF QUALITY _- BACKFILL MIXTURE: 75%NATIVE SOIL WITH 25%TOPSOIL DEPTH VARIES. \ PRESCRIBED IN CROWN CUT AND REMOVE ALL WIRE FROM THE BALL. PLACE TREE AND THEN CUT \ OBSERVATIONS AND ROOT DOWN THE BURLAP AS CLOSE TO THE BASE OF THE ROOT BALL AS POSSIBLE. OBSERVATIONS DETAILS AND MODIFIED SOIL EXISTING SOIL SPECIFICATIONS. NATIVE SOIL BASE DEPTH VARIES. BOTTOM OF ROOT BALL 2X BALL DIA. BOTTOM OF ROOT BALL RESTS ON EXISTING OR REST ON EXISTING OR RECOMPACTED SOIL. RECOMPACTED SOIL. TREE ON SLOPE 5% 20:1 TO 50% 2:1 DECIDUOUS TREE PLANTING B �° �PICJDESIGNGROUP TREE W/ BERM EXISTING SOIL MODIFIED A %PKJ DESIGN GROUP C NOT TO SCALE NOT TO SCALE NOT TO SCALE MP1C�DESIGN GROUP SPACING DESIGNATION ON LANTSHCEDULE l� MAINTAIN PLANT BASE 1" HIGHER THAN EXISTING GRADE,TO Q� ALLOW FOR SETTLEMENT J �\ 3" MULCH TO BE PULLED 6"AWAY FROM PERENNIAL STEM 4"TOPSOIL ROOT BALL. 2"TOPSOIL MIXED WITH TOP 3" OF NATIVE SOIL. 4"LAYER OF MORE THAN 1MULCH. NO 4" HIGH X OF MULCH BERM ABOV"WIDE E ROOT BALLDSURFACE HALL SOIL i\\ BACKFILL MIXTURE: 75%NATIVE SOIL WITH 25%TOPSOIL �J W ON TOP OF ROOT BALL. BE CONSTRUCTED AROUND THE ROOT REMOVE POT FROM THE BALL. SCARIFY ROOT BALL SIDES TO L C CINCH TIES 1" DIA. (SEE SPECIFICATIONS FOR BALL. BERM SHALL BEGIN AT ROOT BALL 2x BALL DIA. PROMOTE LATERAL ROOT GROWTH MULCH). PERIPHERY. NATIVE SOIL BASE PRIOR TO MULCHING,LIGHTLY TAMP SOIL F MAINTAIN TREE BASE 1-2" HIGHER THAN EXISTING GRADE,TO AROUND THE ROOT BALL IN 6"LIFTS TO PERENNIAL PLANTING ALLOW FOR SETTLEMENT FINISHED GRADE. BRACE SHRUB.DO NOT OVER COMPACT. F, W F WHEN THE PLANTING HOLE HAS BEEN III P1CJ DESIGN GROUP 3 MULCH TO BE PULLED 1 AWAY FROM THE TREE TRUNK . . . . . .. NOT TO SCALE x w BACKFILLED,POUR WATER AROUND THE 0 MODIFIED SOIL. TOPSOIL: 2" MIXED WITH TOP 3" OF EXISTING SOIL. 4" ON TOP OF DEPTH VARIES. ROOT BALL TO SETTLE THE SOIL. . . . . . . v . --- ==__ =--- --- THIS MIXTURE = BACKFILL MIXTURE: 75%NATIVE SOIL WITH 25%TOPSOIL rr SEPARATOR: CURB OR EXISTING SOIL. 1 SOD ROLL,MOIST AND COOL METAL EDGING SEE 3 ORGANIC OR INORGANIC MULCH, CUT AND REMOVE ALL WIRE FROM THE BALL. PLACE TREE AND LAID ON MISTED LEVEL SEE PLAN FOR TYPE AND SIZE THEN CUT DOWN THE BURLAP AS CLOSE TO THE BASE OF THE TOPSOIL PLANS AND SPECIFIC DEWITT 5 OZ WEED BARRIER, III ROOT BALL AS POSSIBLE. SECTION VIEW " DETAILS IF CALLED OUT ON PLANS ROOT BALL RESTS 4 TOPSOIL 2X BALL DIA. NATIVE SOIL BASE ON EXISTING OR NOTES: 4"TOPSOIL RECOMPACTED SOIL. 1. SHRUBS SHALL BE OF QUALITY PRESCRIBED IN THE ROOT OBSERVATIONS DETAIL AND SPECIFICATIONS. 2"TOPSOIL TILLED _ 2"TOPSOIL TILLED WITH TOP 3" 2. SEE SPECIFICATIONS FOR FURTHER REQUIREMENTS RELATED TO THIS DETAIL. WITH TOP 3" OF FINE OF FINE GRADED GROUND EVERGREEN TREE PLANTING SHRUB - MODIFIED SOIL GRADED GROUND D �P1Cf DESIGN GROUP Ei �P1C�DESIGN GROUP I I I I I I I I I I I I I I I I I I I I I I I I I I I I NOT TO SCALE NOT TO SCALE SUB-BASE I I I I I I I I I I I I I I I I I I I I I I I I I I I I I SUB-BASE 2-3"THICK LAYER OF MULCH. FINISHED GRADE. — :•;r^�:}.cr•.. ::•;v::•.'.•:::t:... .'•�::r ''::t:.• :s:";;`:';::"`r'.•• .:•'.�:•'•:c:•.'.� ''.' —� I I — -I M E BORDER CONCEPTS,INC.BORDER LINE MODIFIED SOIL.DEPTH VARIES. (SEE — STEEL LANDSCAPE EDGING 3/16"X 4" SPECIFICATIONS FOR SOIL -I � MODIFICATION). III (- LAWN OR GROUND COVER SHRUB PLANTING BED EXISTING SOIL. I SOD LAYING MULCH DETAIL _ %PK•J DESIGN GROUP TOPSOIL NOT TO SCALE NOTES: 1-SEE PLANTING LEGEND FOR GROUNDCOVER �� �p SECTION VIEW MULCH AND BOULDER SIZES SPECIES,SIZE,AND SPACING DIMENSION. THAT PER PLAN,COLOR AND SIZE GROW GROUNDCOVER PLANTS TO BE MIGHT CHANGE BY 2- SMALL ROOTS AROUND,UP,OR DOWN THE TRIANGULARLY SPACED. LOCATION - ROOT BALL PERIPHERY ARE CONSIDERED A lav — 15" STEEL STAKE NORMAL CONDITION IN CONTAINER MULCH. _ WEED BARRIER FABRIC PER III III Ed PRODUCTION AND ARE ACCEPTABLE HOWEVER PLAN THEY SHOULD BE ELIMINATED AT THE TIME OF � PLANTING. ROOTS ON THE PERIPHERY CAN BE PAVEMENT. MAKE THE DRY STREAM BED WITH 50%LARGE ROCK AND 50% REMOVED AT THE TIME OF PLANTING. (SEE III III III III_ III III III III III SMALL/MEDIUM ROCK. SCULPT TO LOOK LIKE A STREAM BED WITH - — ROOT BALL SHAVING CONTAINER DETAIL). UNDISTURBED SUB BASE SWALE CHANNEL IN MIDDLE AND BOULDERS SCATTERED PER PLAN - 3- SETTLE SOIL AROUND ROOT BALL OF EACH PLAN ON THE EDGES OF THE STREAM AS SHOWN. GROUNDCOVER PRIOR TO MULCHING. METAL EDGING DETAIL PERENNIAL/GROUNDCOVER PLANTING BOULDER AND DRY STREAM BED DETAIL %PkC DESIGN GROUP G �PK�DESIGN GROUP H �P1C�DESIGN GROUP J NOT TO SCALE NOT TO SCALE NOT TO SCALE o��SS\ONAL �gNos PM: 3/20/2023 AZ22004 AE URBIA JTA \ e� aAIsw lci oyr '1 .. \� '--- — — — ��O � aAinswo igpOr 9P DRAWN: ACP ��YY 909 W. SOUTH JORDAN PARKWAY 75s4o NO. REVISION DATE BLUE STAKES OF ARIZONABLOUNT EXCAVATING \\\ _ J /) KRISTINA m XX-XX-XX 811 UTILITY NOTIFICATION CENTER, INC SOUTH JORDAN, UT 84095 ` \\ 'I" O N ooR23 CHECKED: MA xxxx 1-800-782-5348 801 575 6455 �� ) 9� P• PLOT DATE: S 3/20/2023 2 www.bluestakes.org APACHEJUNCTION, ARIZONA - - `' �`-% •J 20N A, �'3DESIGN GROUP 4 1jwplz=ing&vmmlwdim PERMIT S9T s 3450 N. TRIUMPH BLVD. SUITE 102 6 LEHI, UTAH 84043 (801) 753-5644 7 www.pkjdesigngroup.com LP- 501 OUNT EXCAVATI"- G APACHE JUNCTION, ARIZONA 14IRRIGATION PLAN SPECIFICATIONS IRRIGATION SPECIFICATIONS This person shall be a current Certified Irrigation Contractor in good standing as set forth by the Irrigation A.All main line fittings 3"and larger shall be gasketed ductile iron material.All ductile iron fittings having change of D. Wiring under hardscape surfaces shall be placed continuously in conduit.Contractor shall be responsible to coo" n PART I-GENERAL Association.This person shall be on Project site at least 75%of each working day. direction shall have proper concrete thrust block installed.All main line fittings smaller than 3"in size shall be Schedule sleeving needs for conduit or sweeps elbows from exterior to interior of building. vii. Evidence that Contractor currentlyem to s workers in sufficient quantities to complete Project within time limits 80 PVC. E.Pedestal controllers shall be laced upon VIT-Strong Box nick Pad as per manufacturers recommendations.Controllers 1.1 SUMMARY p Y q P 1 P p g Q that are established by the Contract. 2.8 ISOLATION VALVES shall be oriented such that Owners Representative maintenance personnel may access easily and perform field system Work to be done includes all labor,materials,equipment and services required to complete the Project irrigation system as tests efficiently. indicated on the Construction Drawings,and as specified herein.Includes but is not limited to:Furnishing and installing �• Ali General laborers or workers on the Project shall be previously trained and familiar with sprinkler installation A.Isolation valves 3"and larger shall be Waterous brand model 2500 cast iron gate valve,resilient wedge,push on type,with underground and above ground sprinkler system complete with any accessories necessary for proper function and operation and have a minimum of one-year experience.Those workers performing tasks related to PVC pipe shall have 2"square operating nut.Place sleeve of 6"or larger pipe over top of valve vertically and then extend to grade.Place 10" F.Place Standard valve box at base of controller or nearby to allow for three to five feet of slack field control wire to be of the system.All plant material the Project shall be irrigated.Remove and dispose of any existing sprinkler system certificates designated below. round valve box over sleeve at grade. placed at each controller.This Contractor shall provide conduit access if needed for Electrical Contractor.Electrical components which are disturbed during the construction process and are not to be saved.Restoration of any altered or 1.7 DELIVERY-STORAGE-HANDLING B.Isolation valves 2-1/2"and smaller shall be Apollo brand 70 series brass ball valves,contained in a Carson Standard size supply and installation,as well as hook-up to controller shall be by this Contractor. damaged existing landscape to original state and condition. A.During delivery,installation and storage of materials for Project,all materials shall be protected from contamination, valve box.Valves shall be installed with S/80 PVC TOE Nipples on both sides of the valve.Valve shall be placed so that 3.7 VALVES 1.2 SYSTEM DESCRIPTION damage,vandalism,and prolonged exposure to sunlight.All material stored at Project site shall be neatly organized in a the handle is vertical toward the top of the valve box in the'off position. A.Isolation valves,remote control valves,and quick coupler valves shall be installed according to manufacturer A.Design of irrigation components:Locations of irrigation components on Construction Drawings may be approximate. compact arrangement and storage shall not disrupt Project Owner or other trades on Project site.All material to be 2.9 MANIFOLDS recommendation and Contract Specifications and Details. installed shall be handled by Contractor with care to avoid breakage or damage.Damaged materials attributed to Piping,sleeving and/or other components shown on Construction drawings may be shown schematically for graphic Contractor shall be replaced with new at Contractor's expense A.Acrion Manifold fittings shall be used to create unions on both sides of each control valve,allowing the valve to be B.Valve boxes shall be set over valves so that all parts of the valve can be reached for service. . clarity and demonstration of component groupings and separations.All irrigation components shall be placed in removed from the box without cutting piping.Valves shall be located in boxes with ample space surrounding them to C.Valve box and lid shall be set to be flush with finished grade.Only one remote control valve may be installed in a valve landscaped areas,with the exception of pope and wire in sleeving under hardscapes.Actual routing of pipe,wire or other 1.8 SEQUENCING allow access for maintenance and repair.Where practical,group remote control valves in close proximity,and protect box.Place a minimum of 4"of 3/4"washed gravel beneath valve box for drainage.Bottom of remote control valve shall components may be altered due to site conditions not accounted for in the design process. A.Perform site survey,research utility records,contact utility location services.The Contractor shall familiarize himself with each grouping with a manifold isolation valve as shown in details.Manifold Main Line(or Sub-Main Line)and all be a minimum of 2"above gravel. B.Construction requirements:Actual placement may vary as required to achieve a minimum of 100%coverage without all hazards and utilities prior to work commencement.Install sleeving prior to installation of concrete,paving or other manifold components and isolation valves shall be at least as large as the largest diameter lateral served by the respective overspray onto hardscape,buildings or other features. permanent site elements.Irrigation system Point of Connection components,backflow prevention and pressure manifold. 3.8 SPRINKLER HEADS C.Layout of Irrigation Components:During layout and staking,consult with Owner Approved Representative(hereafter regulation devices shall be installed and operational prior to all downstream components.All main lines shall be 2.10 REMOTE CONTROL VALVES A.No sprinkler shall be located closer than 6"to walls,fences,or buildings. referred to as OAR)to verifyproper placement of irrigation components,and to provide Contractor recommendations thoroughly flushed of all debris prior to installation of any sprinkler heads. A.Remote control valves shall be as specified on the drawings.Remote control valves shall be located separately and B.Heads adjacent to walks,curbs,or paths shall be located at grade and 2"away from hardscape. P P P g P P P g P Y for changes where revisions may be advisable.Small or minor adjustments to system layout are permissible to avoid individually in separate control boxes. C.Control valves shall be opened.Then fully flush lateral line pipe and swing joints prior to installation of sprinklers. existing field obstructions such as utility boxes or street light poles.Contractor shall place remote control valves in groups 1.9 WARRANTY 2.11 MANUAL CONTROL VALVES as practical to economize on quantity of manifold isolation valves.Quick coupler valves shall be placed with manifold D. Spray heads shall be installed and flushed again prior to installation of nozzles. groups and protected by manifold isolation valves.Quick coupler valves are shown on Construction Documents in A.Contractor shall provide one year Warranty.Warranty shall cover all materials,workmanship and labor.Warranty shall A.Quick coupler valve shall be attached to the manifold sub-main line using a Lasco G17S212 swing joint assembly with E.Contractor shall be responsible for adjustment if necessary due to grade changes during landscape construction. approximate locations. include filling and or repairing depressions or replacing turf or other plantings due to settlement of irrigation trenches or snap-lock outlet and brass stabilizer elbow.Quick coupler valve shall be placed within a Carson 10"round valve box.Top irrigation system elements.Valve boxes,sprinklers or other components settled from original finish grade shall be of quick coupler valve cover shall allow for complete installation of valve box lid,but also allow for insertion and 3.9 FIELD QUALITY CONTROL 1.3 DEFINITIONS restored to proper grade.Irrigation system shall have been adjusted to provide proper,adequate coverage of irrigated operation of key.Base of quick coupler valve and to of quick coupler swing oint shall be encased in 3/a"gravel. A.Main line pipes shall not be backfilled or accepted until the system has been tested for 2 hours at 100 psi. P p g Y 1 P P p q g P Y q p P q P g� PP P Y P Da Establishment Period Irrigation Schedule (April, May, June A.Water Supply:Secondary water piping and components,furnished and installed by others to provide irrigation water to areas. Contractor shall not place quick coupler valves further than 200 feet apart,to allow for spot watering or supplemental 90 B.Main line pressure test shall include all pipe and components from the point of connection to the upstream side of this Project,includingbut not limited to filter,saddles,nipples,spools,shut off valves,corporation stopvalves,water irrigation of new plant material.Quick coupler valve at POC shall not be eliminated or relocated. P P P P P P Type Sun Mon Tues Wed Thurs Fri Sat CE Vrati r1q Pressure I Pp P q' 1.10 OWNERS INSTRUCTION g p Q p remote control valves.Test shall include all manifold components under constant pressure.Piping may be tested in Tuff Turf 15 min 15 min 15 min 15 min 15 min 15 min 15 min 3Q psl meters,pressure regulation valves,and piping upstream of(or prior to)the Point of Connection. 2.12 LATERAL LINE PIPE sections that can be isolated. Shrubs Shrubs 25 min D 25 min 0 25 min 0 25 min 4U Fri A.After system is installed,inspected,and approved,instruct Owner's Representatives in complete operation and B.Point,i Connection:Location where the Contractor shall tie into the water supply.May require filter,saddle,nipples, maintenance procedures.Coordinate instruction with references to previously submitted Operation and Maintenance A.All lateral piping shall be Schedule 40 PVC,solvent weld,and bell end.Lateral pipe shall be buried with 12-18"of cover C.Contractor shall provide pressurized water um to increase or boost pressure where existing static pressure is less than spools,isolation valves or Stop and Waste valve for landscape irrigation needs and use. P P Y p P P g 3 � i P P P P pump P g Manual. typically.Lateral pipe shall be /a",1",1 /a",1 /z"or 2"in size as indicated on Construction Drawings. 100 psi. Note: Begin irrigation 4:00 am, only 1 cycle per day. C.Main Line Piping:Pressurized piping downstream of the Point of Connection to provide water to remote control valves 1.11 MAINTENANCE 2.13 LATERAL LINE FITTINGS D. Schedule testing with OAR 48 hours in advance for approval. and quick couplers.Normally under constant pressure. Rec ular Irrl ation Schedule See Seasonal Dlfferentlal Chart D. Lateral Line Piping:Circuit piping downstream of remote control valves to provide water to sprinkler heads,drip A.Furnish the following items to Owner's Representative: A.All lateral line fittings shall be S/40 PVC E.Leaks or defects shall promptly be repaired or rectified at the Contractors expense and retested until able to pass testing. TyPEl Sun Arlon Tues I Wed I Thur- I Fri I Sat Operating Pressure systems or bubblers. a.Two quick coupler keys with hose swivels. 2.14 Spray Sprinklers F.Grounding resistance at pedestal controller shall also be tested and shall not exceed 5 OHMs. Turf I Turf 1'-) min 1 1 17 m in 1 1 15 min 1 1 1 ) rnin 1 130 psi ShruiDs Shrug �� rnin 45 min 45 min 45 min 40 i 1.4 REFERENCES b.One of each type or size of quick coupler valve and remote control valve.Five percent of total quantities used of A.Spray head sprinklers shall be as specified on the drawings.Nozzles shall be as specified on the drawings. 3.10 ADJUSTMENT each sprinkler and sprinkler nozzle. Note: Begin irrigation 4:00 a m, only l 1 cycle e r day. A.The following standards will apply to the work of this Section: 2.15 VALUE BOXES A.Sprinkler heads shall be adjusted to proper height when installed.Changes in grade or adjustment of head height after yp y. B.Provide the following services: installation shall be considered a part of the original contract and at Contractors expense. a. ASTM-American Society for Testing and Materials A.Rainbird valve boxes shall be used on this project.Sizes are as directed in these Specifications,detail sheets or plan Seasonal Differential a.Winterize entire irrigation system installed under this contract.Winterize by'blow-out'method using compressed air. sheets.Valve boxes shall be centered over the control valve or element they cover.Valve box shall be sized large enough B.Adjust all sprinkler heads for arc,radius,proper trim and distribution to cover all landscaped areas that are to be irrigated. b.IA-The Irrigation Association:Main BMP Document,Landscape Irrigation Scheduling and Water Management Compressor shall be capable of minimum of 175 CFM.This operation shall occur at the end of first growing season April fvla J u ne JUI AU USt Sept. October p p p gr g to allow ample room for services access,removal or replacement of valve or element.Valve box shall be set to flush to C.Adjust sprinklers so the do not water buildings,structures,or other hardscape features. Tu rf 10 min 10 min 1 m in 15 min 15 min 10 min 10 min Document. after need for plant irrigation but prior to freezing.Compressor shall be capable of evacuating system of all water P Y g' P P z°� p g P P g Y finish grade of topsoil or barked areas.Contractor shall provide extensions or stack additional valve boxes as necessary to Shruk?c 3i i rrdn 30 rnln 4� min 45 min 45 min 30 min 30 min 1.5 SUBMITTALS pressure regulation devices.Compressor shall be regulated to not more than 60 PSI.Start up system the following bring valve box pit to proper grade. D. Adjust run times of station to meet needs of plant material the station services. spring after danger of freezing has passed.Contractor shall train Owner's Representative in proper start-up and 3.11 CLEANING A.At least thirty(30)days prior to ordering of any materials,the Contractor shall provide manufacturer catalog cut sheet and 2.16 IMPORT BACKFILL current printed specifications for each element or component of the irrigation system.Submittals shall be in three ring winterization procedure. p P P � Y g A.All main line pipe,lateral line pipe and other irrigation elements shall be bedded and backfilled with clean soil,free of A.Contractor shall be responsible for cleanliness of jobsite.Work areas shall be swept cleanly and picked up daily. binders or other similar bound form.Provide five copies of submittals to OAR for distribution.Place cover or index PART 2-PRODUCTS sheet indicating order in submittal document.No material shall be ordered,delivered or any work preceded in the field rocks 1"and larger.Contractor shall furnish and install additional backfill material as necessary due to rocky conditions. B.Open trenches or hazards shall be protected with yellow caution tape. - 2.1 GENERAL NOTES Trenches and other elements shall be compacted and/or water settled to eliminate settling.Debris from trenching until the required submittals have need reviewed in its entirety and stamped approved.Delivered material shall match the C.Contractor is responsible for removal and disposal of offsite trash and debris generated as a result of this Project. approved samples. A.Contractor shall provide materials to be used on this Project.Contractor shall not remove any material purchased for this operations un-usable for fill shall be removed from project and disposed of properly by Contractor. Project from the Project Site,nor mix Project materials with other Contractor owned materials.Owner retains right to 2.17 OTHER PRODUCTS D. OAR shall perform periodic as well as a final cleanliness inspection. B.Operation and Maintenance Manual: purchase and provide project material. p p p A.Substitution of equivalent products is subject to the OAR's approval and must be designated as accepted in writing. E.Contractor shall leave Project in at least a'broom clean'condition. a. At least thirty(30)days prior to final inspection,the Contractor shall provide Operation and Maintenance manual to 2.2 POINT OF CONNECTION END OF SECTION ^ OAR,containing: a.The Contractor shall provide materials to make the system complete and operational. A.The Contractor shall connect onto existing irrigation or water main line as needed for Point(s)of Connection.Contractor i. Manufacturer catalog cut sheet and current printed specifications for each element or component of the irrigation PART 3-EXECUTION shall install new main line as indicated. system. 3.1 PREPARATION � 2.3 CONNECTION ASSEMBLY ii.Parts list for each operating element of the system A.Secondary water shall be used on this Project.Install filter and RPZ as needed. A.Contractor shall repair or replace work damaged by irrigation system installation.If damaged work is new,repair or iii.Manufacturer printed literature on operation and maintenance of operating elements of the system. replacement shall be performed by the original installer of that work.The existing landscape of this Project shall remain IR-1 01 2.4 CONTROL SYSTEM in place.Contractor shall protect and work around existing plant material.Coordination of trench and valve locations iv.Secrion listing instructions for overall system operation and maintenance.Include directions for Spring Start-up and Winterization. A.Power supply to the irrigation controller shall be provided for by this Contract. shall be laid out for the OAR prior to any excavation occurring.Plant material deemed damaged by the OAR shall be replaced with new plant material at Contractor's expense.Contractor shall not cut existing tree roots larger than 2"to b.Project Record Copy B.Controller shall be as specified in the drawings.Controller shall be surge protected. install this Project.Route pipe,wire and irrigation elements around tree canopy drip line to minimize damage to tree i. Maintain at project site one copy of all project documents clearly marked"Project Record Copy".Mark any a. Installation of wall-mount/ground pedestal timer controllers:Irrigation contractor shall be responsible for this task. roots.Contractor shall have no part of existing system used by other portions of site landscape without water for more Power configuration for wall-mount/ground pedestal timer controllers shall be 120 VAC unless otherwise noted. than 24 hours at a time. COORDINATE IRRIGATION deviation in material installation on Construction drawings.Maintain and update drawing at least weekly.Project I' A CONTROLLER EXACT LOCATION Record Copy to be available to OAR on demand. 3.2 TRENCHING AND BACKFILLING b.Locate Controller(s)in general location shown on Construction drawings.Coordinate power supply and breaker WITH OWNER BEFORE ii.Completed Project As-Built Drawings allocation with electrical contractor.Contractor shall be responsible for all power connections to Controllers, A.Pulling of pipe shall not be permitted on this project.Over excavate trenches both in width and depth.Ensure base of o INSTALLATION. whether they are wall mount or pedestal mount.Contractor shall coordinate with electrical or other Project trades as trench is rock or debris free to protect pipe and wire.Grade trench base to ensure flat,even support of piping.Backfill 1. Prior to final inspection,prepare and submit to OAR accurate as-built drawings P p p PP P P g' needed to facilitate installation of power to controllers. with clean soil or import material.Contractor shall backfill no less than 2"around entire pipe with clean,rock free fill. u 2. Show detail and dimension changes made during installation.Show significant details and dimensions that were not C.Wires connecting the remote control valves to the irrigation controller are single conductors,type PE.Wire construction Main line piping and fittings shall not be backfilled until OAR has inspected and pipe has passed pressure testing. shown in original Contract Documents. \ shall incorporate a solid copper conductor and polyethylene(PE)insulation with a minimum thickness of 0.045 inches. Perform balance of backfill operation to eliminate any settling. \ 3. Field dimension locations of sleeving,points of connection,main line piping,wiring runs not contained in main line pipe The wires shall be UL listed for direct burial in irrigation systems and be rated at a minimum of 30 VAC.Paige Electric 3.3 SLEEVING trenches,valves and valve boxes,quick coupler valves. Co.,LP specification number P7079D. 4. Dimensions are to be taken from permanent constructed surfaces,features,or finished edges located at or above finished A.Sleeve all piping and wiring that pass under paving or hardscape features.Wiring shall be placed in separate sleeving from \ a.A minimum of 24"of additional wire shall be left at each valve,each splice box and at each controller. Sleeves shall be positioned relative to structures or obstructions to allow for pipe or wire within to be removed if \ grade. piping. P P P 5. Controller Map:upon completion of system,place in each controller a color coded copy of the area that controller b.Common wire shall be white in color,12 gauge.Control wire shall be red in color,14 gauge.Spare/extra wire(3 ft.) necessary. IR-1 02 \ services:indicating zone number,type of plant material and location on project that zone services.Laminate map with shall be looped within each valve box of the grouping it is to service. 3.4 GRADES AND DRAINAGE 0 heat shrink clear plastic. D. RCV wire splicing connectors shall be 3M brand DBY or DBR.Wire splicing between controller and valves shall be A.Place irrigation pipe and other elements at uniform grades.Winterization shall be by evacuation with compressed air. 1.6 QUALITY ASSURANCE avoided if at all possible.Any wire splices shall be contained within a valve box.Splices within a valve box that contains Automatic drains shall not be installed on this Project.Manual drains shall only be installed at POC where designated on \ A.Acceptance:Do not install work in this section prior to acceptance by OAR. no control valves shall be stamped'WIRE SPLICE'or'WS'on box lid. Construction Drawings. .06 B.Regulatory Requirements:All work and materials shall be according to any and all rules,regulations or codes,whether 2.5 SLEEVING 3.5 PVC PIPE they are State or Local laws and ordinances.Contract documents,drawings or specifications may not be construed or A.Contractor shall be responsible to protect existing underground utilities and components.Sleeving minimum size shall be A.Install pipe to allow for expansion and contraction as recommended by pipe manufacturer. O O interpreted to permit work or materials not conforming to the above codes. 2".Sleeving 2"through 4"in size shall be S/40 PVC solvent weld.Sleeving 6"and larger shall be CL 200 PVC gasketed. O O 7 Sleeve diameter shall be at least two times the diameter of the pipe within the sleeve.Sleeves shall be extended 6" B.Install main line pipes with 18"of cover,lateral line pipes with 12"of cover. C.by this to Water Supply:Water supply to this Project exists,installed by others.Connections to these supply lines shall be minimum beyond walk or edge of pavement.Wire or cable shall not be installed in the same sleeve aspiping,but shall be C.Drawings show diagrammatic or conceptual location of piping Contractor shall install piping to minimize change of by this Contractor.Verify that proper connection is available to supply line and is of adequate size.Verify that secondary Y g p g � P P P g P P g g installed in separate sleeves.Sleeve ends on sleeve sizes 4"and larger shall be capped with integral corresponding sized direction,avoid placement under large trees or large shrubs,avoid placement under hardscape features. _ connection components may be installed if necessary.Perform static pressure test prior to commencement of work. PVC slip cap,pressure fit,until used,to prevent contamination.Sleeves shall be installed at appropriate depths for main Notify OAR in writing of problems encountered prior to proceeding. D. Plastic pipe shall be cut squarely.Burrs shall be removed.Spigot ends of pipes 3"and larger shall be beveled. line pipe or lateral pipe. D. Workmanship and Materials: E.Pipc shall not be glued unless ambient temperature is at least 50 degress F.Pipe shall not be glued in rainy conditions 2.6 MAIN LINE PIPE unless properly tented.All solvent weld joints shall be assembled using IPS 711 glue and P70 primer according to IR-102 a.It is the intent st this specification that all material herein specified and shown on the construction documents shall A.All main line pipe 4"and larger shall be Class 200 gasketed bell end.All main line pipe 3"in size and smaller shall be manufacturer's s specification,no exceptions.All workers performing glue operations shall provide evidence of be of the highest quality available and meeting the requirements specified. P P g p pp P p g g P Schedule 40 PVC solvent weld bell end. certification.Glued main line pipe shall cure a minimum of 24 hours prior to being energized.Lateral lines shall cure a b.All work shall be performed in accordance with the best standards of practice relating to the trade. a.Maximum flows allowed through main line pipe shall be: minimum of 2 hours prior to being energized and shall not remain under constant pressure unless cured for 24 hours. E.Contractor Qualifications: 3/4" 8 GPM F.Appropriate thrust blocking shall be performed on fittings 3"and larger.All threaded joints shall be wrapped with Teflon a.Contractor shall provide document or resume including at least the following items: 1" 12 GPM tape or paste unless directed by product manufacturer or sealing by o-ring. i. That Contractor has been installing sprinklers on commercial projects for five previous consecutive years. 1-1/2' 30 GPM 3.6 CONTROLLERS ii.Contractor is licensed to perform Landscape and Irrigation construction in the State of this Project. A.All grounding for pedestal controllers shall be as directed by controller manufacturer and ASIC guidelines,not to exceed 2" 53 GPM a resistance reading of 5 OHMs. iii.Contractor is bondable for the work to be performed. 2-1/2" 75 GPM B.Locate controllers in protected,inconspicuous places,when possible.Coordinate location of pedestal controllers with IR-103 iv.References of five projects of similar size and scope completed within the last five years.Three of the projects listed 3" 110 GPM Landscape Architect to minimize visibility. shall be local. 4" 180 GPM C.Coordinate location of wall mount controllers with building or electrical Contractor to facilitate electrical service and v.Listing of suppliers where materials will be obtained for use on this Project. future maintenance needs.Wall mount shall be securely fastened to surface.If exterior mounted,wall mount controllers vi.Project site Foreman or Supervisor has at least five consecutive years of commercial irrigation installation experience. b.Main line pipe shall be buried with 24"cover shall have electrical service wire and field control wire in separate,appropriate sized weatherproof electrical conduit,PVC \ 2.7 MAIN LINE FITTINGS pipe shall not be used. 2" MAINLINE ROUTING ,CONTROLLER AND P.O.C. LOCATION OVERVIEW PM: NAL JTA AE U"IA 3 20 2023 AZ22004 o��g510 gNOs (\F I Cq �, 9A DRAWN: ACP NO. REVISION DATE BLUE STAKES OF ARIZONA 909 W. SOUTH JORDAN PARKWAY 7594 KRISTI A m 8BLOUNTEXCAVATINGAN SOUTH JORDAN, UT 84095 AINSWORTH CHECKED IMA 1 XXXX XX-XX-XX UTILITY NOTIFICATION CENTER, INC 1-800-782-5348 � 1 801-575-6455 9 03-20-2023 P PLOT DATE: 2 www.bluestakes.org APACHEJUNCTION, ARIZONA 0 N A, �S• 3/20/2023 3ESI[CxN CxROUP _ . e 4 PERMIT SET 5 0 7�50 300 600 3450 N. TRIUMPH BLVD. SUITE 102 s LEHI, UTAH 84043 (801) 753-5644 GRAPHIC SCALE: 1" = 150' IR- 100 www.pkjdesigngroup.com o El Q &6- <~ _.............. ......�...................... p ° i i ! <s —� - - - C >o 0 3 7L F -n Ll 3 3 3 3 3 3 3 3 3 3 0 g ® 1 1 1 1 1 D � y 12900 Xq 0 i 0 0 0 • o 0 0 Op°, D� °DZ y0�0 mnOy illyliq� D� DCT< Om �O Q p� p7 p7 p7 p7 p7 p7 7 p� 7 Q p� III p7 p7 p7 7 � II o � 0 � 0 I � • ilill llppppgllj • • • • • • • • I I O��gS\ONAL �No PM: JTA 3/20/2023 AZ22004 AE URBIA \\F I Cq Sc 7594 F .9A DRAWN: ACP 909 W. SOUTH JORDAN PARKWAY KRISTI A AINSWORTH � CHECKED: NO. REVISION DATE BLUE STAKES OF ARIZONA �\ SOUTH JORDAN, UT 84095 JMA 1 XXXX XX-XX-XX UTILITY NOTIFICATION CENTER, INC BLOUNT XCAVATING 1-800-782-5348 Z> 801-575-6455 03-20-2023 2 www.bluestakes.org Z O N A, V PLOT DATE: 9�� SP 3/20/2023 i F UNCTION ARIZONA _ _ . A _ 3 DES11CxX CxR �P E � a lzmamipeA=fiiftcft=AFpj2anjng 4LVmmnUzati= PERMIT SET 5 0' 25' 50' 100, 200' 3450 N. TRIUMPH BLVD. SUITE 102 6 LEHI, UTAH 84043 (801) 753-5644 7 GRAPHIC SCALE: 1" = 50' www.pkjdesigngroup.com IR-0 PLACE PROTECTIVE CAGE ON TOP OF N i FILTER AND SECURE TO CONCRETE PAD LANDSCAPE POINT OF CONNECTION. TEST PSI. IF IT IS HIGHER THAN 85 k PSI, USE A PRESSURE REDUCING VALVE. .... -------------- -------------- ....... --------------------------■------ ------ -a ■...0■...a...................................UK ... ...................................................... ■ -------------------------------------- ■ LOW SE NSOR— D9"", a 1.01 4 a 30 a D�1 /-ISOLATION � 1.01 5 BALL VALVE SOL D�2 1.0 1 8 ----------- D�3 1.51 12 ■ ■ ■ J/1 C! nj e o a ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ i f-1 ■ ■ ■ ■ ■ ■ ■ D8 / ..... 1.0 30 12 ■ 0 0 0 0 0 0 0 0 II ■ vw 2" MAINLINE 6" SLEEVE FOR MAINLINE EI ICI .J ISOLATION SOL BALL VALVE D4 mi 1.0 7 30 ----------- -------------------------4 ------ -------------- -------------------------- 0 0 o c c- -r I a �ORDI�ATE IRRI A il SHEET IR1 'ROILLER LOCATION SHEET IR102 6� v A or PM: 14- Nos NA JTA 3/20/2023 AZ22004 AE URBIA \VIC7594 DRAWN: ACP 909 W. SOUTH JORDAN PARKWAY KRIST11 M C'� CHECKED: NO. REVISION DATE BLUE STAKES OF ARIZONA SOUTH JORDAN UT 84095 AINSWORTH MA 1 xxxx xx-xx-xx 81 UTILITY NOTIFICATION CENTER, INC BLOU XCAVATING 03-20-2023,1 1-800-s82-5348 801-575-6455 It, PLOT DATE: 3/20/2023 2 takes.org APACHE UNCTION ARIZONA 0 N A 3 DESI[CiX CiRO UP 104tu- M 4 PERMIT SET 5 1 10, 20' 40' 80' 3450 N. TRIUMPH BLVD. SUITE 102 6 1 LEHI, UTAH 84043 (801) 753-5644 7 GRAPHIC SCALE: 1 20' www.pkjdesigngroup.com IR- 101 SHEET IR 101 0 j � I ww E I I MATCHLINE A I yiy♦ I 'y'y'yry 'y'yr y ■ 'h''�S►py♦y y♦�S►ry♦y • r ISOLATIO BALL VALVE D5 y♦�I♦y 1.0 1 5 'yry SOL 30 y♦yi © D6 1.0 6 30 • ,y �y ■ 'y'y'yry 2" MAINLINE i _ y��S►jy 6" SLEEVE FOR MAINLINE I�� i ! ♦i�♦y f:� ' ♦y♦yry�y ■� ♦y�y y♦ �y, yiy i jr yi y�h► I �''yrti'yi i yryry,� i y'y'y'yi I 'yry,�'♦y yy 2" MAI E MATCHLINE A ••�": , ` 6" SLEE O AINLINE O��gS\ONAL �No PM: JTA 3/20/2023 AZ22004 AE URBIA \\F I Cq Sc 7594 F .9A DRAWN: ACP 909 W. SOUTH JORDAN PARKWAY KRISTI NO. REVISION DATE BLUE STAKES OF ARIZONA \ BLOUNT XCAVATING y A m W AINSWORTH CHECKED: 1 XXXX XX-XX-XX 8 1 UTILITY NOTIFICATION CENTER, INC AN SOUTH JORDAN, UT 84095 � ~ JMA 1-800-782-5348 I 1 801-575-6455 9 03-20-2023It PLOT DATE: 2 www.bluestakes.org APA c UNCTION ARIZONA '�Z O N A' \ ' � S• 3/20/2023 3 DESI[CiX CiROU Wiiltu + 4 PERMIT SET 5 o' 10, 20' 40' 80' 3450 N. TRIUMPH BLVD. SUITE 102 6 LEHI, UTAH 84043 (801) 753-5644 7 GRAPHIC SCALE: 1" = 20' www.pkjdesigngroup.com IR- 102 z z IRRIGATION LEGEND SYMBOL MANUFACTURER-MODEL NUMBER O C ♦ RAINBIRD RD04-S-PRS POP UP SPRAY 5 SERIES 30 PSI ►ryryry O C • RAINBIRD RD04-S-PRS POP UP SPRAY 8 U-SERIES 30 PSI O RAINBIRD RD04-S-PRS POP UP SPRAY 10 U-SERIES 30 PSI ,y'yjyr 0 7 v RAN BIRD RD04 0-PRS OP UP PRAY4-S-PRS POP UP 15 U-SEMY 12 ES(a 30 PSI SI B RAINBIRD RD04-S-PRS POP UP SPRAY 15 SST 30 PSI ry'yr ❑ RAINBIRD RD04-S-PRS POP UP SPRAY 15 EST 30 PSI 6 RAINBIRD RAIN 5004+PCR SERIES W/MPR NOZZLES @ 45 PSI yr Q BIRD 8005 SERIES Q#8-6.6 GPM,H#14-12.6 GPM,F#26-24.3 GPM NOZZLES yi P01NT OF CONNECT10N(SECONDARY riryryr TEST PSI PRESSURE. HIGHER THAN 8 ry WATER)SI USE A PRESSURE REDUCING VALVE. y� CONTROLLER:RAINBIRD ESP-LXIVM,WITH COMMUNICATION CARTRIDGE(4G/ETHERNET), �yr yI CONTRACTOR TO ADJUST LOCATION WITH OWNER PRIOR TO CONSTRUCTION. 'S'ry R RAINBIRD WR2-RC WIRELESS RAIN SHUT OFF DEVICE r r ISOLATION BALL VALVE-LINE SIZED INSTALL PER MANUFACTURER'S SPEC. 2"T SUPER AMIAD PLASTIC FILTER W/BRUS14AWAY ASSEMBLY-INSTALL PER MANUFACTURE'S.RECOMMENDATIONS(130 MICRON) yryryryr O MASTER VALVE Q�^Q� ry'yr FLOW SENSOR-SIZE FLOW SENSOR ACCORDING TO MINIMUM GPM ZONE ON SYSTEM TO MAKE SURE THAT THE FLOW SENSOR IS CAPTURING FLOW. SE SIZING CHARTS QUICK COUPLER:RAINBIRD 44LRC INSTALL PER MANUFACTURER'S SPEC. G)� yryry`y, ��•. .,_.•%� SOL SMART VALVE IVMSOL INSTALL PER MANUFACTURER'S SPEC. y'ylyry, © LIGHTNING ARRESTER INSTALL PER MANUFACTURER'S SPEC. (EVERY 500 FT.,OR 15 IVM DEVICES MAXIMUM.) REMOTE CONTROL SOL AUTOMATIC CONTROL VALVE IZE AS NOTED ON yry'yjyr PLAN-USE RAINBIRD VALVE: Bo OX-PUURPLE LID)PLACE YELLOW TAGS ALL VALVES AND LABEL. ylyr f DRIP CONTROL ZONE KIT:RAINBIRD XCZ100IVM-FLOW INDICATING BASKET r'►'yr ® FILTER-(PER PLAN)-PRBR-COM MED FLOW(SIZE AS NOTED ON PLAN) yr MAINLINE:SCHEDULE 40 PVC WITH SCHEDULE 80 FITTINGS 2" DIAMETER 24"MIN.COVER ry TERAL LINE:SCHEDULE 40 PVC WITH SCH.40 FITTINGS. IE PIPE SIZING:I=3" II=1" III=1 1". SEE PIPE SIZING CHART BELOW FOR LARGER SIZES. a. DRIP RWS-S-B-1401 (ROOT WATERING SYSTEM PROVIDE 2 " yIy INE TO EACH TREE.) r yI ;•� Q -------------- DRIP LINE:RAINBIRD XFS-CV-09-18 ORE UIVALENT l...�.._..;' y� I �• % ----------------- CLASS 200 SLEEVE PER PLAN yry ry�yry NO SYMBOL WIRE CHASE,SIZE TO BE TWICE THE DIAMETER OF THE WIRE BUNDLE ryry WITHIN. 1.1/4"DIAMETER MINIMUM ryr _ 14 GAUGE SOLID COPPER SINGLE STRAND CONTROL WIRE.INSTALL PER MANUFACTURER'S SPEC.PROVIDE 2 WIRE LOOP SYSTEM. ONLY WIRE FROM POC TO CONTROLLER IS DEPICTED ON PLANS. CONTRACTOR TO INSTALL WIRE IN CONDUIT ry (BLACK 3/4"POLY PIPE)IN MAINLINE TRENCH FROM POC TO ALL VALVES. THE WIRE TO VALVES IS NOT SHOWN ON PLAN ISOL o BALL V p7 ryr DRIP ZONE BA f �. yry 1.0 13 ,y'h►iyr TYPE PART NUMBER EMITTER FLOW 0 XFS DRIPLINE I XFS-CV-09-18 .9 GPH SOL �S►ryryyr o SHRUBS-DRIP LINE:RAINBIRD XFS-CV-09-18 OR EQUIVALENT I *EACH ZONE NOT TO EXCEED 20 GPM yIy %! TREES-DRIP LINE:RAINBIRD XFS-CV-09-18 OR EQUIVAL NT *EACH ZONE NOT TO EXCEED 20 GPM ryjy *ONLY WATER PLANT SPECIFICALLY.DO NOT WATER ROCK AREA WITH NO PLANTS ryjyr *SEE DETAILS FOR SHRUB AND TREE DRIPLINE CONFIGURATION .. h►iyryry, !yi IRRIGATION NOTES 1. BEFORE WORK IS TO COMMENCE,BLUE STAKES/DIG LINE IS TO BE CALLED AND NOTIFIED.IF ANY DAMAGE TO yryrS► UTILITIES HAPPEN DURING CONSTRUCTION,THE CONTRACTOR SHALL REPAIR IT AT THEIR EXPENSE WITH NO ADDITIONAL COST f r TO THE OWNER. ! !yr 2. CONTRACTOR SHALL APPLY AND PAY FOR ALL NECESSARY PERMITS IN ACCORDANCE WITH CITY AND/OR COUNTY CODES AND COMPLY yrrij WITH SPECIFICATIONS AND DRAWINGS. 3. INVESTIGATE TO MAKE SURE THAT THE IRRIGATION SYSTEM IS,IN FACT,BEING CONNECTED TO A SECONDARY SYSTEM.IF IT IS NOT ry CONNECTED TO SECONDARY,CONTACT THE OWNER AND LANDSCAPE ARCHITECT TO COORDINATE A CULINARY SYSTEM AND REQUIRED ``•,,._•'� ''S►iyr ' COMPONENTS.A FUNCTIONING AMIAD FILTER IS TO BE USED AT THE POINT OF CONNECTION. tiryr 4. VERIFY THAT THE POINT OF CONNECTION IS IN THE CORRECT LOCATION BEFORE INSTALLATION.ALL CONNECTIONS ON THIS PROJECT rrj ARE TO SECONDARY WATER AND SHOULD BE NOTED AS SUCH;THEREFORE,ALL PARTS MUST MEET WATER STANDARDS THAT PERTAIN TO yryrri _ SECONDARY WATER.USE PURPLE VALVE BOXES FOR SECONDARY WATER SYSTEMS. rri►j 5. ON OCCASION AND FOR GRAPHIC PURPOSES ONLY,THE IRRIGATION SYSTEM MIGHT BE SHOWN IN HARDSCAPE AREAS.THIS IRRIGATION IS TO BE PLACED IN LANDSCAPED AREAS ON THE PROPERTY SITE. I !" �`• 'yry 6. CONTRACTOR SHALL USE ONLY COMMERCIAL GRADE IRRIGATION PRODUCTS.THIS INCLUDES PIPE TO BE SCHEDULE 40 PVC OR BETTER. 'yIy NO POLY PIPE IS TO BE USED.FITTINGS UP TO 1-1/2"MUST BE SCHEDULE 40 OR BETTER.FITTINGS LARGER THAN 1-1/2"SHALL BE SCHEDULE 80 OR BETTER.CONTRACTOR IS RESPONSIBLE FOR ENSURING ACCURATE COUNTS AND QUANTITIES OF ALL IRRIGATION MATERIALS FOR r BIDDING AND INSTALLATION. `•.� %� 7. MAIN LINES SHALL BE A MINIMUM OF 24"DEEP AND LATERAL LINES A MINIMUM OF 12"DEEP.NO ROCK GREATER THAN 1/2"DIAMETER - y�y'�S►iyr SHALL BE ALLOWED IN TRENCHES.TRENCHING BACKFILL MATERIALS T T.BE COMPACTED TO PROPER FINISHED GRADE. 8. NO IRRIGATION MAIN LINE MAY BE LOCATED WITHIN 5 FEET OF ANY STRUCTURE. �.,,�-• ryr 9. TO AVOID PIPE DAMAGE,ADJUST LOCATION OF PIPE TO NOT BE DIRECTLY UNDER PLANT MATERIALS.VALVE BOXES ARE PREFERRED TO BE IN PLANTER BEDS INSTEAD OF THE LAWN. SYSTEM IS TO BE WINTERIZED IN THE LATE FALL. �S►ryryryr 10. PLAN INDICATES 100%OR BETTER HEAD TO HEAD COVERAGE.SHOULD CONTRACTOR FIND DISCREPANCIES DUE TO NECESSARY FIELD yI ADJUSTMENTS,CONTACT LANDSCAPE ARCHITECT FOR IRRIGATION CORRECTION. �S►ryryr 11. DRIP IRRIGATION TO BE INSTALLED PER DETAILS.CONTRACTOR SHALL MAKE NECESSARY ADJUSTMENTS.TUBING SHOULD REST TOWARD yI OUTER EDGE OF ROOTBALL AND NOT AGAINST TRUNK OF PLANT. 12. A QUICK COUPLER SHALL BE INSTALLED AT POINT OF CONNECTION TO ALLOW BLOW OUT OF SYSTEM BY AIR COMPRESSOR AT END OF EACH SEASON. 13. INSTALL SLEEVES FOR ALL PIPES AND WIRE CONDUIT THAT ARE PLACED UNDER PAVEMENT AND SIDEWALKS.SLEEVES SHALL BE 2 SIZES LARGER THAN PIPE BEING PLACED INTERNALLY.WIRE CONDUIT SHALL BE INSTALLED IN CLASS 200 PIPE.AT ANY DIRECTIONAL CHANGE THAT OCCURS,A JUNCTION BOX IS TO PLACED. 14. CONDUITS CAN NOT BE SHARED BY WATER AND ELECTRICAL LINES.ALL WIRE TO BE PUT IN PVC CONDUIT.ALL WIRE CONNECTIONS TO BE PLACED IN A VALVE BOX.ALL WIRE CONNECTIONS TO USE WATERPROOF WIRE CONNECTORS WITH AT LEAST Y OF EXTRA WIRE. PROVIDE PLENTY OF EXTRA WIRE AT EVERY DIRECTIONAL CHANGE.INSULATED 14 GAUGE COPPER TO BE USED FOR ALL CONTROL WIRES AND INSTALLED PER MANUFACTURER'S SPECIFICATIONS. 15. CONTRACTOR TO INSTALL LIGHTNING ARRESTOR AND GROUNDING RODS ON SITE PER MANUFACTURER'S RECOMMENDATIONS,SEE DETAILS. 16. CONTRACTOR TO SEPARATE SYSTEM(CONTROLLER,VALVES,AND DIFFERENT COLORED WIRE)FROM CITY MAINTAINED PROPERTY AND HOA/OWNER MAINTAINED PROPERTY. 17. DUCT TAPE ALL SLEEVES TO PREVENT SOIL OR OTHER DEBRIS ENTERING PIPE.IDENTIFY ALL SLEEVES BY WOOD OR PVC STAKES AND SPRAY PAINT WITH MARKING PAINT.REMOVE STAKES ONCE IRRIGATION SYSTEM IS COMPLETE. 18. TO PREVENT EROSION AND LOW POINT DRAINAGE CONTRACTOR SHALL INSTALL CHECK VALVES 19. LOCATE SPRAY HEADS NO CLOSER THAN 6"FROM WALLS,FENCES OR BUILDINGS AND 2"AWAY FROM WALKS,PATHS OR CURBS. 20. PRESSURE TEST MAINLINE FOR LEAKS PRIOR TO BACKFILLING.CONTACT LANDSCAPE ARCHITECT/OWNER AT THIS TIME FOR COMPLIANCE. 21. CONTRACTOR TO CONSULT WITH OWNER ON EXACT LOCATION OF CONTROLLER.CONTRACTOR TO COORDINATE WITH ELECTRICAL CONTRACTOR AND OWNER FOR THE POWER SUPPLY.INSTALL ALL PER MANUFACTURER'S SPECIFICATIONS.CONTRACTOR SHALL INSTALL A RAIN SENSOR WITH THE CONTROLLER UNLESS OTHERWISE DIRECTED BY OWNER OR LANDSCAPE ARCHITECT. 22. LATERAL LINES SHALL BE NO SMALLER THAN 3/4".LANDSCAPE CONTRACTOR TO ENSURE THE FOLLOWING PIPE SIZES DO NOT EXCEED THE SUGGESTED GPM LISTED BELOW: VALVE ID TAG 3/4" 8 GPM A 1 1" 12 GPM CONTROLLER NUMBER, 1-1/2' 30 GPM VALVE NUMBER 2" 53 GPM VALVE SIZE 1 .0 18 GALLONS PER MINUTE 2-1/2" 75 GPM NOTE: PSI AT LAST55 3" 110 GPM HEAD IN ZONE 1. VALVE ID TAGS ARE LOCATED 4" 180 GPM NEAR VALVES IN THE ORDER THE VALVES APPEAR ON THE DRAWING I • 'Tape 1 • I • • • • I -14 PM: 3 20 2023 AZ22004 �c� ETA AE URBIA (\F I Cq �, 9A DRAWN: ACP NO. REVISION DATE BLUE STAKES OF ARIZONA 909 W. SOUTH JORDAN PARKWAY 7594 KRISTI A m 8BLOTEXCAVATING SOUTH JORDAN, UT 84095 AINSWORTH CHECKED IMA 1 XXXX XX-XX-XX UTILITY NOTIFICATION CENTER, INC .JJ 1-800-782-5348 N I 1 801-575-6455 9 03-20-2023 P PLOT DATE: 2 www.bluestakes.org APACHEJUNCTION, ARIZONA �/2 C NS 3/20/2023 3DESICiN CiROUPME, a 1m4EmpeA=Yftdum joFF12aning 4LVMMffiMtj= PERMIT SET 5 01 10, 20' 40' 80' 3450 N. TRIUMPH BLVD. SUITE 102 6 LEHI, UTAH 84043 (801) 753-5644 7 GRAPHIC SCALE: 1" = 20' www.pkjdesigngroup.com IR- 103 10" ROUND VALVE BOX WITH LOCKING LID O TWO-WIRE CONTROLLER: 2" SQUARE OPERATING NUT. RAIN BIRD ESP-LXIVM/PRO IN LXMM METAL CABINET WALL WITH OUTSIDE WALL MOUNT.INSTALL CONTROLLER AND CABINET ON WALL PER MANUFACTURER'S RESILIENT WEDGE GATE VALVE. RECOMMENDATIONS. AMIAD 2"T (SEE IRRIGATION LEGEND FOR O JUNCTION BOX PLASTIC FILTER LOCKABLE LIFT OFF ENCLOSURE TO MAKE AND MODEL). O1-INCH CONDUIT AND FITTINGS FOR POWER SUPPLY WIRE UNION TYP. W/ SCRUBBER CRANK FIT OVER BACKFLOW PREVENTER. 3 INSTALL PER MANUFACTURER'S FINISHED GRADE. ® 2-INCH CONDUIT AND FITTINGS FOR TWO-WIRE CABLE QUARTER TURN BALL VALVE RECOMMENDATIONS OMAXICABLE TWO-WIRE PATH TO FIELD DEVICES,USE A DIFFERENT CABLE JACKET COLOR FOR EACH PATH. —I I© 1-INCH CONDUIT AND FITTINGS FOR GROUND WIRE. 3-INCH MINIMUM DEPTH OF ONLY FOR OUTDOOR INSTALLATIONS. _ 3/4-INCH WASHED GRAVEL NOTES: 3/8" STEEL TIES. 1.ESP-LXIVM CONTROLLER IS AVAILABLE IN TWO MODELS.THE LXIVM WITH 60 STATIONS AND THE IRRIGATION MAINLINE. D o LMIVM-PRO WITH 240 STATIONS.REFER TO THE 12"X 12"X 8" CONCRETE CHART BELOW FOR DIFFERENCES BETWEEN THE TWO MODELS. AMIAD 2 T ANCHOR. 2.USE STEEL CONDUIT FOR ABOVE GRADE AND SCH 40 PLASTIC FILTER PVC CONDUIT FOR BELOW GRADE CONDITIONS. W/BRUSHAWAY o u 3.PROVIDE PROPER GROUNDING COMPONENTS TO ASSEMBLY EXISTING SOIL. ACHIEVE GROUND RESISTANCE OF 10 OHMS OR LESS. IF CONTROLLER IS MOUNTED INDOORS,USE POWER SUPPLY GROUND. o ® Q 3 6 NOTES:FINISHED GRADE KEY SPECIFICATIONS CONCRETE SLAB FOR 1. INSTALL GATE VALVE PER MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS. z FLOW SECURING LOCKABLE ENCLOSURE FLOW 2. VALVE BOX SHALL BE WRAPPED WITH MINIMUM 3 MIL.THICK PLASTIC AND SECURE IT TO ' ° 0 PER MANUFACTURER'S VALVE BOX USING DUCT TAPE OR ELECTRICAL TAPE. FEATURE 2 Q w W Z RECOMMENDATIONS 3. VALVE BOX SHALL BE LOCATED IN PLANTING AREA. J Q ° � GATE VALVE AND ANCHOR DETAIL ° Z = w w ' 2" PLASTIC FILTER W/ BRUSHAWAY ASSEMBLYPICJDESIGNGROUP � � Of ° U) _ NOT TO SCALE M'w X coX ¢ w B NOT TO SCALE PKJ DESIGN GROUP ESP-LXIVM/PRO TWO-WIRE CONTROLLER LX-IVM 10 60 8 5 5 4 FINISH 10" ROUND VALVE BOX If A IN METAL CABINET %Pg DESIGN GROUP LX-IVM PRO 40240 16 10 10 8 GRADE NOT TO SCALE 2 PVC SCH. 40 PIPE I BALL VALE MAINLINE PAVEMENT. — 24 MIN. 18" PAVEMENT 18" FINISHED GRADE. >U O U O IL 1-11 O O- 4 ) 00000000 � 3/4 ELBOW SLEEVE H = = Q 4 >0 0 0 0 O 0 O 0' _ GRAVEL AREA SHALL BE EXTEND ALL SLEEVING Z 0 0 O 0 0 0 0 0 — = LARGE ENOUGH TO DRAIN 18"MIN. BEYOND EDGE PAVING SURFACE W = — 0 0 0 SYSTEM OF HARD SURFACE AREAS W o o o o = Z = o Z NOTES: >0000 000'-III=III- 1. ALL FITTINGS TO BE SCH. 80 PVC Z 2. PROVIDE OWNER WITH KEY a zQ z - MANUAL DRAIN DETAIL F IPK.J DESIGN GROUP m NOT TO SCALE NON-PRESSURIZED LINE (LATERAL LINE). NO MATERIAL OR ROCK FINISH GRADE ALL SLEEVES SHALL BE 2" -111 LARGER THAN 1/4 SHALL BE-1117- O LARGER THAN PIPE PLACED AROUND SLEEVE. DIRECT BURIAL LOW VOLTAGE O NORMALLY CLOSED MASTER VALVE(S) RAIN BIRD FS SERIES FLOW SENSOR(S). SEE " CONTROL WIRES. DETECTABLE LOCATOR TAPE. O COVER SHEET FOR SIZE TYPICAL SLEEVING DETAIL 36-INCH LENGTH OF COILED WIRE TO O 36-INCH LENGTH OF COILED MAXI-CABLE TO D %PKJ DESIGN GROUP PRESSURIZED LINE (MAINLINE). 2 NOTES: ) SATELLITE CONTROLLER SPARE STATION FLOW SENSING NOT TO SCALE 1. SEE IRRIGATION LEGEND FOR MAINLINE AND LATERAL LINE PIPE SIZE AND TYPE. 2. DIRECT BURIAL CONTROL WIRES SHALL BE INSTALLED IN SCH.40 PVC ELECTRICAL CONDUIT IF REQUIRED. 0 3-INCH MINIMUM DEPTH OF 3/4-INCH WASHED O PVC PIPE UNION 1011 ROUND VALVE BOX 3. 2-WIRE IRRIGATION WIRE SHALL BE INSTALLED IN SCH. 40 PVC ELECTRICAL CONDUIT. GRAVEL WITH LOCKING LID. 4. DETECTABLE LOCATOR TAPE SHALL BE LOCATED SIX INCHES (6 )ABOVE THE ENTIRE MAINLINE RUN. 1 �PAVEMENT. BRASS BALL VALVE FINISHED GRADE. IRRIGATION TRENCHING DETAIL �-+ 14'PKJ DESIGN GROUP O VALVE BOX WITH COVER-RAINBIRD JUMBO III ��j NOT TO SCALE BOX I 11:::::::::wi a Q 4 10" ROUND VALVE BOX QUICK COUPLER VALVE. (SEE IRRIGATION WITH LOCKING LID. 6 LEGEND FOR MAKE AND MODEL NUMBER). CAP SCH. 80 PVC NIPPLE. FINISH GRADE SUBGRADE 5 II — 5 0 0 oo°Oo 3-INCH MINIMUM DEPTH OF 3/4-INCH WASHED GRAVEL SCH. 80 PVC SWING JOINT. NOTES: _ = 2"PVC SCH. 40 PIPE 8 1. ALL FITTINGS TO BE CUT TO FIT STAINLESS STEEL = _ _ MAINLINE. SEE IRRIGATION PLANS FOR SIZING . SCH. 80 PVC _ _ _ = BRASS STOP AND III SCREW CLAMP. ( ) 2. PROVIDE OWNER WITH WASTE VALVE #6 X 48" REBAR. SCH. 80 PVC TEE OR ELBOW. KEG, � PVC MAINLINE TO BACKFLOW PREVENTER �_� Li IL Ll NOTES: COPPER MAINLINE PVC 90 DEG. ELBOW °O o 000 °o°°° op o ° ° FLOW— o opa ao 0 0° o 0 1. ALL THREADED CONNECTIONS SHALL BE INSTALLED USING TEFLON TAPE. o�v O° 0 o Q o 0 0 00° o��° po Oa O°00° 0 00 2. VALVE BOX SHALL BE WRAPPED WITH A MINIMUM 3 MIL THICK PLASTIC AND SECURED TO THE VALVE BOX USING BRASS COMPRESSION TEE BRASS NIPPLE TYP. (6"MIN.) 5X DIAMETER DUCT TAPE OR ELECTRICAL TAPE. TO MATCH MAINLINE SIZE OF PIPE 5X DIAMETER 3. ALL QUICK COUPLERS SHALL BE INSTALLED A MINIMUM OF 18 OFF OF THE MAINLINE. 3 OF PIPE ol 4. VALVE BOXES SHALL BE LOCATED IN PLANTING AREAS. DICK COUPLER DETAIL STOP AND WASTE VALVE ASSEMBLY DETAIL ' MASTER VALVE AND FLOW SENSOR DETAIL G PKJ DESIGN GROUP H I%P1CJ DESIGN GROUP SPKJ DESIGN GROUP NOT TO SCALE NOT TO SCALE NOT TO SCALE � - • • - • - • • - • • - - • - • � ' • PM: 3 20 2023 AZ22004 o�'g5\ONCE gNOs JTA AE U"IA (\F I Cq DRAWN: ACP NO. REVISION DATE BLUE STAKES OF ARIZONA 909 W. SOUTH JORDAN PARKWAY 7594 KRISTI A m 8BLOEXCAVATING SOUTH JORDAN, UT 84095 AINSWORTH CHECKED JMA 1 XXXX XX-XX-XX UTILITY NOTIFICATION CENTER, INC 1-800-782-5348 801-575-6455 9 03-20-2023 P PLOT DATE: 2 www.bluestakes.org APACHEJUNCTION, ARIZONA �/2 ON A, 3/20/2023 3ESI[CxN CxROUP _ . 4 PERMIT SET 5 3450 N. TRIUMPH BLVD. SUITE 102 6 LEHI, UTAH 84043 (801) 753-5644 T www.pkjdesigngroup.com R- 501 # 6 AWG BARE COPPER WIRE. LIGHTNING 5/8"X 8' 1"PVC ELECTRICAL 8'-0"TO 12'-0" ol GROUNDING ROD CLAMP. 1 O FINISH GRADE/TOP OF MULCH COPPER VALVE BOX WITH COVER: ARRESTOR CONDUIT AND SWEEP FOR �� i O CLAD EARTH GROUND. 2 2 RAIN BIRD VB-6RND GROUND 5/8 " X 8'—0" COPPER ROD GROUNDING ROD. 3 O PVC SCH 40 TEE 3 10" ROUND VALVE BOX FINISHED GRADE. 4 WITH LOCKING LID. PAVEMENT. O PVC LATERAL PIPE a 5 j FILTERED DRAIN VALVE: 4 RAIN BIRD 16A-FDV-075 \O 4 Q 6 6-INCH MINIMUM DEPTH OF Im O 3/4"WASHED GRAVEL ME TW-SPLI WATER-T HT Z 6 CONNECTI N MANUAL LINE DRAIN VALVE DETAIL L I pKJ DESIGN GROUP NOT TO SCALE STRIP WIRE ift 3-INCH MINIMUM DEPTH OF 3/4-INCH WASHED GRAVEL 41 PRAY NOZZLE OR BUBBLER.(SEE IRRIGATION LEGEND FOR MAKE AND 2-WIRE CONNECTION DETAIL NOTES: J P1CJ DESIGN GROUP 1. ALL GROUNDING REQUIREMENTS FOR CONTROLLERS SHALL CONFORM TO LOCAL 211FMODEL). NOT TO SCALE ELECTRIC CODES. 2. GROUNDING ROD SHALL NOT BE LOCATED IN THE SAME TRENCH AS THE IRRIGATION TOP OF POP UP SET AT MAINLINES OR LATERAL LINES. FINISH GRADE. 3. VALVE BOX SHALL BE WRAPPED WITH A MINIMUM 3 MIL THICK PLASTIC AND SECURED TO THE VALVE BOX USING DUCT TAPE OR ELECTRICAL TAPE. 4. INSTALL GROUNDING ROD PER THE CONTROLLER MANUFACTURER'S SPECIFICATIONS AND POP UP SPRAY HEAD. (SEE RECOMMENDATIONS. IRRIGATION LEGEND FOR MAKE AND MODEL). K GROUNDING ROD DETAIL �pK)DESIGN GROUP NOT TO SCALE - FINISH GRADE. OLENGTH OF 2-WIRE CABLE WATERPROOF CONNECTION O RAIN POP-UP ROTOR TO BE SET AT SWING JOINT. (SEE DETAIL). BIRD WC 0 (TWO REQUIRED) FINISH GRADE. (SEE IRRIGATION O ID TAG: RAIN BIRD VID SERIES LEGEND FOR MAKE AND MODEL) _ SCH.40 PVC TEE OR ELBOW. REMOTE CONTROL VALVE: FINISH GRADE _ _ _ _ _ _ LATERAL IRRIGATION LINE. (SEE 6 O RAIN BIRD PEB/PESB/PESB-R WITH IVM-SOL = _ El I _ = IRRIGATION PLANS FOR SIZE AND TYPE). VALVE BOX WITH COVER: POP—UP ROTOR TO BE SET AT RAIN BIRD VB—STD mflm FINISH GRADE. (SEE IRRIGATION — 3" MIN. 7 LEGEND FOR MAKE AND MODEL) OFINISH GRADE/TOP OF MULCH 8 NOTE: OPVC SCH 80 NIPPLE (CLOSE) _El1. 6"POP UPS SHALL BE USED IN TURF AREAS. g SCH. 80 PVC NIPPLE (OPTIONAL). 2. CONTRACTOR SHALL SETTLE SOIL AROUND THE POP UP AFTER INSTALLATION. 8 PVC SCH 40 ELL ' 3. ALL POP UP SPRAY HEADS SHALL HAVE CHECK VALVES. j SWING JOINT. SEE DETAIL. 4. ALL SCH.40 PVC TO SCH. 80 PVC CONNECTIONS SHALL BE MADE USING TEFLON TAPE. �O O O � PVC SCH 80 NIPPLE 0 0�0�88 & (LENGTH AS REQUIRED) SCH.40 PVC TEE OR ELBOW. 1 Q 3-INCH MINIMUM DEPTH OF 3/4-INCH WASHED GRAVEL PVC LATERAL IRRIGATION PIPE. (SEE IRRIGATION PLANS FOR PIPE " POP UP-SPRAY HEAD DETAIL 1 1 PVC MAINLINE PIPE SCH 80 NIPPLE 2-INCH LENGTH, SIZE AND TYPE). HIDDEN AND ( O NO�TO CALE PKJ DESIGN GROUP SCH 40 ELL 15 14 16 13 12 11 0 PVC SCH 40 TEE OR ELL NOTES: 13 PVC SCH 40 MALE ADAPTER 1. ALL THREADED CONNECTION POINTS BETWEEN SCH. 40 PVC AND SCH. 80 PVC FITTING SHALL BE INSTALLED USING TEFLON TAPE. 14 PVC LATERAL PIPE 2. CONTRACTOR SHALL COMPACT SOIL AROUND ROTOR AND RISER 15 3—INCH MINIMUM DEPTH OF PRIOR TO PLANTING,PLUGGING,SEEDING, OR LAYING OF SOD. 3/4—INCH WASHED GRAVEL ROTOR HEAD DETAIL 16 BRASS BALL VALVE N %PK.J DESIGN GROUP ELECTRIC REMOTE-CONTROL V VE NOT TO SCALE PEB OR PESB SERIES WITH IVM-SOL M gpKJ DESIGN GROUP NOT TO SCALE PM: NAL JTA AE U"IA 3 20 2023 AZ22004 o��g510 gNOs (\F I Cq �, 9A DRAWN: ACP NO. REVISION DATE BLUE STAKES OF ARIZONA 909 W. SOUTH JORDAN PARKWAY 7594 KRISTI A m 8BLOUTEXCAVATING SOUTH JORDAN, UT 84095 AINSWORTH CHECKED IMA 1 XXXX XX-XX-XX UTILITY NOTIFICATION CENTER, INC .•JJ 1-800-782-5348 801-575-6455 9 03-20-2023 P PLOT DATE: 2 www.bluestakes.org APACHEJUNCTION, ARIZONA /2 C N A, S 3/20/2023 3DIESI[CxN CxR0U` _ . 4 A=Yft d u In j 0 F P12 a n in g 4 LVM M ffi Mt i PERMIT SET 5 3450 N. TRIUMPH BLVD. SUITE 102 s LEHI, UTAH 84043 (801) 753-5644 IR- 502 www.pkjdesigngroup.com 1 2 3 4 5 6 7 8 9 10 O FINISH GRADE/TOP OF MULCH OVALVE BOX WITH COVER: 1 2 3 RAIN BIRD VB-STD 0 30-INCH LINEAR LENGTH OF WIRE, COILED O MULCH OWATERPROOF RAIN BIRD D SERIESCTION: 2 O FLUSH COMPRESSION FITTINGS: i rj 1-INCH BALL VALVE (INCLUDED IN POTABLE:RAIN BIRD MDCFCAP XCZ-PRB-100-COM KIT) EASY FIT COUPLING: FINISH GRADE 6 ID TAG O RAIN BIRD MDCFCOUP I 1 1 1 0 1 2 3 4 5 7 REMOTE CONTROL VALVE: O SUB N BIRD EB EMITTER BOX: SUBTERRANEAN EMITTER BOX: - O RAIN BIRD SEB 7XB 12 O RAIN BIRD PESB JNCLUCED IN 6 7 8 9 10 XCZ-PRB-100-COM KIT) 0 i %"AIR RELIEF VALVE: 5 POLYETHYLENE TUBING: 3 8 PRESSURE REGULATING AND FLOW RAIN BIRD XF BLANK TUBING RAIN BIRD ARV050 TO BE INSTALLED AT HIGH POINTS IN DRIP 0 INDICATING BASKET FILTER: O FINISH GRADE 4 ZONE 1 1 RAIN BIRD XCZ-100-FLOW O O oo 0 O O O _ O PVC EXHAUST HEADER O PVC SCH 40 FEMALE ADAPTER _ 5 O O O 0 0 O PVC SCH 40 FEMALE ADAPTOR I Ij PVC SCH 80 RISER � 0 8 PVC SCH 40 TEE OR EL O LATERAL PIPE 8 O PVC HEADER PIPE 1 0 BARB X MALE FITTING: O 11 PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) 9 O RAIN BIRD XFF-MA FITTING (TYPICAL) 7 PVC SCH 40 TEE 12 PVC SCH 40 ELL 1 0 ON-SURFACE DRIPLINE: O 3" MINIMUM DEPTH OF OOp�OOOO OOp�o0O0�00 POTABL RAIN E:XFCV DRIPL XF SERIES DINE LINE O 0 O 0 O O OO 3/4"WASHED GRAVEL OPVC SCH 80 NIPPLE (2-INCH LENGTH, CC1�v C1v O OO 0 O 0 O 13 HIDDEN) AND PVC SCH 40 ELL O 3-INCH MINIMUM DEPTH OF O 0 O (�)o O )DO O 0 O O 0 0 PVC SCH 40 TEE OR ELL 1 1 3/4 " WASHED GRAVEL 0 o 0000 00O 15 MAINLINE PIPE 1 1 1 6 3-INCH MINIMUM DEPTH OF 3/4-INCH 8 WASHED GRAVEL 13 14 15 16 17 NOTE: 17 PVC SCH 80 NIPPLE, CLOSE (INCLUDED IN 1.ALLOW A MINIMUM OF 6-INCHES OF DRIPLINE TUBING IN VALVE BOX IN ORDER TO DIRECT XCZ-PRB-100-COM KIT) FLUSHED WATER OUTSIDE VALVE BOX. 6 7 DRIP CONTROL ZONE KIT DETAIL ON-SURFACE DRIPLINE FLUSH POINT DETAIL AIR RELIEF VALVE DETAIL P PI�J DESIGN GROUP � PI�J DESIGN GROUP R ikPKJ DESIGN GROUP NOT TO SCALE NOT TO SCALE NOT TO SCALE 6 5 4 7 8 � 11`�rh� O RAIN BIRD CONTROL ZONE KIT (SIZED TO ACCOMIDATE LATERAL FLOW ® DEMAND) PVC DRIP LATERAL PIPE v mno PVC SCH 40 TEE OR EL (TYPICAL) � ,``�� %" POLYETHYLENE TUBING: 4 Vv RAIN BIRD XF SERIES S FOR COPPER SHEILD 5 ® (TYPICAL) �g 10 5 BARB X BARB INSERT TEE: RAIN BIRD XFF-TEE (TYPICAL) 4 9 O PROJECTED CANOPY LINE OF TREE OR FP 6 SHRUB (TYPICAL) 4 O ON-SURFACE DRIPLINE: 3 3 RAIN BIRD XF SERIES DRIPLINE 1 POTABLE:XFCV SERIES 5 12 PLACE AS SHOWN (LENGTH AS REQUIRED,TYPICAL) 6 O8 ROOT BALL (TYPICAL) 7 g O BARB X BARB INSERT CROSS. ® 8 /y RAIN BIRD XFD-CROSS (TYPICAL) DRIPLINE FLUSH POINT (SEE RAIN BIRD 3 DETAIL: "XFCV DRIPLINE FLUSH POINT WITH BALL VALVE") SPACING PER SPECIFICATION 12 TIE DOWN STAKE: NOTES: RAIN BIRD TDS-050 WITH BEND (QUANTITY 1. INSTALL MULTIPLE RINGS AS REQUIRED TO PROVIDE IRRIGATION COVERAGE FROM AS REQUIRED, ROOT BALL TO PROJECTED TREE CANOPY. REFER TO RAIN BIRD DESIGN SEE NOTES 2-3 BELOW) GUIDELINES AND SPECIFICATIONS FOR RECOMMENDED SPACING BETWEEN RINGS. g 'ES EVERY THREE FEET IN SAND FOUR FEET IN LOAM AND FIVE 2. PLACE TIE DOWN STA FEET IN CLAY. 3.AT FITTINGS WHERE THERE IS A CHANGE OF DIRECTION SUCH AS TEES OR ELBOWS, USE TIE-DOWN STAKES ON EACH LEG OF THE CHANGE OF DIRECTION. S ON-SURFACE DRIPLINE TREE/SHRUB DETAIL 'PIg DESIGN GROUP NOT TO SCALE � • ViTapt • • • • • • • Alp O��gS\ONAL �No PM: JTA 3/20/2023 AZ22004 AE URBIA \\F I CA Sc 7594 F .9A DRAWN: ACP 909 W. SOUTH JORDAN PARKWAY H m NO. REVISION DATE BLUE STAKES OF ARIZONA BLO XCAVATING AINSWORTH CHECKED: � XXXX XX-XX-XX 8 1 UTILITY NOTIFICATION CENTER, INC SOUTH JORDAN, UT 84095 ~ J MA 1-800-782-5348 801-575-6455 9 03-20-2023P PLOT DATE: 2 www.bluestakes.org APACHEJUNCTION., ARIZONA ZONA, '- - �'� S3/20/2023 3DES��W 1GR U E a lm4EmpeA=VftdumAFFj=njng 4LVnM8hMfi= PERMIT SET s 3450 N. TRIUMPH BLVD. SUITE 102 6 LEHI, UTAH 84043 (801) 753-5644 7 www.pkjdesigngroup.com IR-503 EPS 1130 N.Alma School Road,Suite 120,Mesa,AZ 85201 1 T:480.503.2250 1 F:480.503.2258 G R 0 U P Blount Construction Public Participation Report Prepared by EPS Group, Inc. 1130 N Alma School Rd., Unit 120 Mesa,Arizona 85201 March 2, 2023 EPS 1130 N.Alma School Road,Suite 120,Mesa,AZ 85201 1 T:480.503.2250 1 F:480.503.2258 G R 0 U P Description of the Project & Possible Impacts EPS Group, Inc., on behalf of WW Clyde/Blount Contracting, has submitted a request for the approval of a zone change of approximately 15-gross acres from B-1 to Business Park by Planned Development (B-4/PD). This site, which is located just east of the southeast corner of 12th Avenue and Tomahawk Road within the city of Apache Junction, Arizona, is identified as Maricopa County Assessor Parcel Numbers (APNs): 103-19-021A, 103-19-023A, 103-19-0300, 103-19-0550, and 103-19-029D. The developer is seeking a zone change request to allow for the development of a new 21,000 square-foot (sq. ft.) office and maintenance facility, which is conveniently located adjacent to the existing Blount Contracting office on Vista Road and 12th Avenue. The existing building will remain in-place while a larger office building is proposed adjacent to it, complete with sidewalks, landscaping, and a patio. A large, gated yard will be developed with retention areas and parking for personnel and for the aforementioned equipment and other construction vehicles. As this is a construction operation, the outdoor yard will also be a location for warehousing and accounting for critical construction materials such as pipe materials, and other construction materials. Additionally, the site will feature a fueling station for the refueling of equipment and other construction vehicles. The facility will be constructed of masonry block and will be used to maintain the vehicle fleet,vehicle service bays, wash bays, and welding bays. Signage will be building-mounted as well as monument- mounted, if allowed, and will require a 1200-amp 480v service. Additionally, the facility will have building-mounted and pole-mounted lighting for the parking and yard areas. The site layout is depicted on the Site Plan, which has been submitted along with this request. Public Participation Plan Neighborhood Meeting The applicant will hold one (1) neighborhood meeting at least 15 calendar days prior to their scheduled Planning Commission Public Hearing. At least 10 calendar days prior to the neighborhood meeting, the applicant shall provide notification by first-class mail to all property owners of record within 500-feet of the property. The applicant's and City Planner's contact information will also be provided within the letter so that members of the public are able to reach out with questions and comments prior to or after the meeting. We will provide the City with copies of our correspondence, letters, and information shared with surrounding property owners. In addition, meeting minutes, maps and lists of property owners notified will be included in our final Public Participation Report. Public Hearings When the project has received Staff Approval and has been placed on the next Planning Commission schedule, the applicant will erect a sign on the property not less than 15 days prior to the first public hearing date. The sign will provide the public with notice of the nature of request, date, time, and place of the scheduled hearing. EPS 1130 N.Alma School Road,Suite 120,Mesa,AZ 85201 1 T:480.503.2250 1 F:480.503.2258 G R 0 U P A newspaper publication will also be posted stating the time, date, and place of the hearing, including a general description of the matter to be considered and a general description of the area affected. The publication notice shall be posted at least 15 calendar days before the hearing and shall be published as required by A.R.S. § 9-462.04. The failure of any person or entity to receive notice shall not constitute grounds for the city or any court to invalidate the actions of the Commission or Council per code section 1-16-6E. Public Participation Report: Meeting Dates & LocationF A neighborhood meeting was held on February 1, 2023, at the Multi-Generational Center from 5:45 to 7:00 PM. The Meeting Minutes are included in this report. Notification Materials Neighborhood Meeting Notification letters (55 total) were sent to all property owners within 500' of the property. The letters were mailed on January 20, 2023, more than 10 calendar days prior to the meeting date. In addition to the letter, recipients also received a copy of the Project Narrative and current Site Plan. A copy of the notification map, list, and letter are included in this report. Participation Outcome As a result of the outreach efforts and neighborhood meeting, six members of the public attended the meeting along with five members of the development team and one city staff member. No other correspondence was received. Summary of concerns, issues, and problems expressed during the process. During the Neighborhood Meeting, neighbors expressed concerns regarding street access, lighting, and noise pollution. The development team was able to address each concern as follows: I. Potential impacts to Wickiup Road —The developer will keep the existing access. II. Site security —The developer believes that development of this site will make the site more secure, complete with lighting and security systems. III. 24-Hour business operations—The developer explained that the facility may operate outside of typical business hours, either earlier or later for emergency projects, and is not planned to run 24/7. IV. Noise pollution —The developer intends to build an 8' wall to help mitigate any operational sounds. V. Light pollution and compliance with the Dark Sky ordinance—The developer intends to follow city regulations and code. VI. Placement of fuel tanks—The developer explained that the tanks will be approximately 120' away from the property line and will be installed in compliance with city codes and guidelines. EPS 1130 N.Alma School Road,Suite 120,Mesa,AZ 85201 1 T:480.503.2250 1 F:480.503.2258 G R 0 U P January 20, 2023 Notice of Neighborhood Meeting Subject: Blount Construction Zone Change & Site Plan Dear Neighbor, This letter is to inform you that EPS Group, Inc., on behalf of WW Clyde/Blount Contracting (Owner), has applied for a Zone Change and Site Plan approval with the City of Apache Junction. The property is generally located at the southeast corner of 12t" Avenue and Vista Road. The Owner is seeking to develop this site with a central office location,fueling station, and outdoor yard for storage and maintenance of construction equipment and materials. A site plan is provided with this letter for your review. An in-person neighborhood meeting will be held to discuss any questions or comments you may have regarding the proposed development. This meeting will be held at the below listed date, time, and location: THE NEIGHBORHOOD MEETING WILL TAKE PLACE: Date: Wednesday, February 1, 2023 Time: 6:00 P.M. Location: Apache Junction Multi-Generational Center 1035 N Idaho Road Apache Junction, AZ 85119 Comments and questions will be accepted at this time. If you are unable to attend, please write, email, or call us at the contact information below.You may also contact Kelsey Schattnik with the City of Apache Junction at (480) 474-5085 or kschattnik@apacheiunctionaz.gov. Sincerely, Natalie Maikoski EPS Group, Inc. (480)503-2250 Notcilie.maikoski@epsgroupinc.com Encl. :Site Plan & Project Narrative 'WEPS 1130 N Alma School Rd.Suite 120,Mesa,AZ 85201 IT:480.503.2250 1 F:480.503.2258 1 www.epsgroupinc.com GROUP January 20,2023 Blount Construction Project Narrative Zone Change and Site Plan Project Request The WW Clyde/Blount Contracting property is seeking to develop a central location for officing personnel and the storage and maintenance of construction equipment and materials. In order to accommodate the proposed use for this site, we request that the site be rezoned to Business Park by Planned Development (B-4/PD). Business Operations Anywhere from 35-50 employees will work at the premises full-time,while several other employees will be transient as their particular duties require their presence in sundry places. Various types of construction equipment including, but not limited to, tractor trailers, dump trucks, and excavating equipment will be stored on-site and their regular maintenance will occur on-stie as well. The shop that provides this maintenance will be equipped with lubes, oils, filters, spare parts, etc. and welding and painting operations as necessary for such maintenance. We anticipate varying working hours of operation that will occasionally extend outside the limits of what is considered "normal business hours" to accommodate projects with critical construction schedules. Our"normal business hours"will be from 6AM to 7PM.There will be times when operations could be 24 hours a day and seven days a week. Proposed Development An existing building will remain in-place while a larger office building is proposed adjacent to it, complete with sidewalks, landscaping, and a patio. A large, gated yard will be developed with retention areas and parking for personnel and for the aforementioned equipment and other construction vehicles. As this is a construction operation, the outdoor yard will also be a location for warehousing and accounting for critical construction materials such as pipe materials, and other construction materials. Additionally, the site will feature a fueling station for the refueling of equipment and other construction vehicles. The site layout is depicted on the Site Plan,which has been submitted along with this request. Conclusion The approval of this rezone request and Site Plan is the next step in order to put this site to contributing use. We respectfully request your review and approval of the submitted documents for the attached application and look for to working with the City to gain all necessary approvals to build a successful project. 22-0268 - WW Clyde & Company DBA Blount Construction n 19,2023 11:30—O:P 'ects 2022 22-0268 Blount Constrvction 6lvil P O� oo ZONING.oI2L ZONING.oI IxL s °big o oo£ o soS= @ ce IJIIR NW0026W3 IN 10 :o Ill .p ? a o�zl H13� �NH ge Rn. - v330 m� F Z. xonow�wrnNNr \j xe° I unun , vR RANC 1 F> p 0 I —33 ow"."No o- - oa� s Igo m lI ° lI I a Ia 4 � � mroPss•e slaw• w�ar3re a o / o IACIA �o 3Is ON In �oNIN�:-11- :GNING.aoILIAUI =oNING.°al s s r - N $ N Flma—.1 R11d $; 1i =s WW Clyde&Company DBA Blount Construction o P ,; - �� aolakl,�: z S° - =I�m�aI,A FS '�Nw.eo.9°aF: 103.22s6 j�' N Site Plan X.MIR w ° ro i • . I y CD JMV 1p _ I ° � Wit • r uq £'. 3 - fir•--•... e�.►� , .,.�„ .AF-r„r ,. •4i' �i 7 1 • • `C~"O �, t � ♦ w r JT7�' 7 w _ o � ` • r • r 1 • T• i �1ir ac � � i r-� � � 1 � •• 11 + cn CP ps CD CD ow"b LM °' o. fit••.-_ '� i- s• i`�iiM' �.�►'•-' !� •+_ , .� - • • NrAtf �.ao •^ y� t 11t �' S. .r r- TvIL �� '+� J• ,iS► �1 ot VANSTONE ALEXANDER BROKEN WHEEL ENTERPRISE... 1420 S BOWMAN RD PO BOX 2581 APACHE JUNCTION, AZ 85119 APACHE JUNCTION, AZ 85117 BLAKE DUANE D & PHYLLIS J T... W W CLYDE & CO 2152 E 14TH AVE 730 N 1500 W APACHE JUNCTION, AZ 85119 OREM, UT 84057 COMPTON DANIEL R EMBACH KRISTINE PARSLEY KENNETH MAIL RETURN 3190 E 7TH AVE 1255 S WICKIUP RD APACHE JUNCTION, AZ 85119 APACHE JUNCTION, AZ 85119 FAULK DAVID G DBA PACIFIC A... EMBACH KRISTINE TORRES BONIFACIO BARRAZA 8240 SANDLEWOOD PL STE 10... 3190 E 7TH AVE PO BOX 1399 ANCHORAGE, AK 99507 APACHE JUNCTION, AZ 85119 APACHE JUNCTION, AZ 85117 OLD WEST HIGHWAY LLC BLOUNT RENTAL EQUIPMENT L... SCOTT SHAWNA 8532 E SAN DANIEL DR 1353 S VISTA RD 1950 E 12TH AVE SCOTTSDALE, AZ 85258 APACHE JUNCTION, AZ 85119 APACHE JUNCTION, AZ 85119 WEBB GERALD WILLIAM CHAMBERLAIN SONYA M MCGEE MATTHEW M & MEAGA... 1584 S BOWMAN RD 1341 S CHAPARRAL RD 1168 S WICKIUP RD APACHE JUNCTION, AZ 85119 APACHE JUNCTION, AZ 85119 APACHE JUNCTION, AZ 85119 HARRIS LUCY M GEORGE PAUL W & CHRISTINE... KALAMARAS CHRISTINE 1510 S BOWMAN RD 2038 E 14TH AVE 8102 E 2ND AVE APACHE JUNCTION, AZ 85119 APACHE JUNCTION, AZ 85119 MESA, AZ 85208 CONRAD BRANDEN BOGGS CHRISTINA TRINE CARL A & KATHLEEN M 1470 S BOWMAN RD 2080 E 14TH AVE 2082 E 12TH AVE APACHE JUNCTION, AZ 85119 APACHE JUNCTION, AZ 85119 APACHE JUNCTION, AZ 85119 BERNETT GREG TRS BROKEN WHEEL ENTERPRISE... TAYLOR JORDAN S & JENNIFER... 27709 N 158TH WAY PO BOX 2581 508 N LA BARGE RD SCOTTSDALE, AZ 85262 APACHE JUNCTION, AZ 85117 APACHE JUNCTION, AZ 85119 THOMPSON MICHAEL & CRYST... BROKEN WHEEL ENTERPRISE... BOLD ALLIANCE LLC 1440 S CHAPARRAL RD PO BOX 2581 1020 N BOYD RD APACHE JUNCTION, AZ 85119 APACHE JUNCTION, AZ 85117 APACHE JUNCTION, AZ 85119 BIGELOW LYNN & LYNDA ZIMMERMAN BILLY & EVELIA GI... BLOUNT CONTRACTING INC 1130 S WICKIUP RD 2575 N VAL VISTA RD 1353 S VISTA RD APACHE JUNCTION, AZ 85119 APACHE JUNCTION, AZ 85119 APACHE JUNCTION, AZ 85119 HUNZIKER LEILANI C STANDAGE VENTURES INC ETA... CITY OF APACHE JUNCTION 2024 E 12TH AVE 409 S EL DORADO 575 E BASELINE AVE APACHE JUNCTION, AZ 85119 MESA, AZ 85202 APACHE JUNCTION, AZ 85119 TRINE CARL A & KATHLEEN M SCHMEIZER DOUGLAS L BLOUNT CONTRACTING INC 2082 E 12TH AVE 103 N 7TH ST 1353 S VISTA RD APACHE JUNCTION, AZ 85119 FARMINGTON, IA 52626 APACHE JUNCTION, AZ 85119 WILLIAMS TOM R VACHA CHARLES LIV TRUST 1070 S WICKIUP RD 5560 N IDAHO RD APACHE JUNCTION, AZ 85119 APACHE JUNCTION, AZ 85119 LARSON ANGELA RENNER DAVID FAM TRUST JANECEK DAVID L MAIL RETURN 845 E SADDLE BUTTE ST MAIL RETURN APACHE JUNCTION, AZ 85119 , SCHMEIZERA DOUGLAS EMBACH KRISTINE BLOUNT CONTRACTING INC 103 N 7TH ST 3190 E 7TH AVE 1353 S VISTA RD FARMINGTON, IA 52626 APACHE JUNCTION, AZ 85119 APACHE JUNCTION, AZ 85119 PETERSON FORREST L TRUST THE CITY OF APACHE JUNCTIO... PO BOX 320 300 E SUPERSTITION BLVD CLARKS GROVE, MN 56016 APACHE JUNCTION, AZ 85119 SMITH ANTHONY G HOWARD DARYL & HEATHER BEAN KOREN 1920 E 18TH AVE 1069 S VISTA RD 2143 E 12TH AVE APACHE JUNCTION, AZ 85119 APACHE JUNCTION, AZ 85119 APACHE JUNCTION, AZ 85119 BEL AGAVE HOMEOWNERS AS... SCHMEIZER DOUGLAS L 4135 S POWER RD STE 122 103 N 7TH ST MESA, AZ 85212 FARMINGTON, IA 52626 OLD WEST PROPERTY LLC MARTIN ALBERTA A TRINE CARL A & KATHLEEN M 772 N SWAN DR 1070 S VISTA RD 2082 E 12TH AVE GILBERT, AZ 85234 APACHE JUNCTION, AZ 85119 APACHE JUNCTION, AZ 85119 Exhibit D: Information for Mailing Labels Continued I/We, EPS Group, Inc. , hereby certify that this is a complete list of property owners within 500 feet of the property proposed for rezoning or other permit approval as obtained from the Pinal County Assessor's Office on : (date obtained) 1 /12/2023 I/We further certify that this list is not older than thirty (30) days at the time of filing of said application. PLEASE PRINT Property Owner Name Signature Street Address City, State, Zip Telephone Property Owner Name Signature Street Address City, State, Zip Telephone Natalie Maikoski Agent Name Signature 1130 N Alma School Rd , Ste 120 Street Address Mesa, AZ 85201 (480) 503-2250 City, State, Zip Telephone STATE OF ARIZONA ) The foregoing instrument was acknowledged before SS me this 3 day of Zmarwo. 20?3. COUNTY OF PINAL ) OF ICIAL SEAL JRmle Morrls0n N ry Public d NOTARYPUBLIC - ARIZONA - Maricopa County . '.e COMM0 M7100 My COMM Exgre NvdiML �'/s My Commission Expires: ( I 2v2S 7. a-�" . Rezoning Application Page 12 of 20 Update 512020 40 * ,W [PS Meeting Minutes "' G R 0 U P Project Name: Blount Construction Yard Date: February 1, 2023 Project No.: 22-0268 Meeting Location: Apache Junction Multi-Generational Center Meeting Date: February 1, 2023 Meeting Time: 5:45 PM - 7:00 PM Development Team Attendees: Scott Folsom Clyde Companies sfolsom@clydeinc.com David Dean Blount Construction daviddean@bloutco.com.com Tyler Jones Blount Construction tylerjones@bloutco.com.com Joey Gimbut EPS Group, Inc joey.gimbut@epsgroupinc.com Peter Margoliner EPS Group, Inc peter.margoliner@epsgroupinc.com Kelsey Schattnik Apachejunction kschattnik@apachejunction.gov Public Attendees: See attached attendance list. Meeting Summary: A neighborhood meeting was held at the above listed date, time and place to discuss a proposed Rezoning request for an industrial development, located on the southeast corner of 12t" Avenue and Vista Road, within the City of Apache Junction. Joey Gimbut with EPS Group hosted the meeting and gave a presentation explaining the proposed work. Following the presentation, a Question & Answer Session was in held in which members of the public were able to ask questions and give comments, to which the Development Team responded to. The public's comments and concerns are described below: • Residents to the East had concerns regarding the impacts to Wickiup Rd. o The development team assured them that access to Wickiup Rd.would not be lost. • Many of the Immediate neighbors had major concerns regarding the existing and future noise levels that could be produced from the property.This being amplified by the fact that many of the surrounding properties sit higher than the subject property. o The development team explained that an 8-foot wall would be erected in order to mitigate any sounds coming from the site. o The development team is also willing to work with the city in order to erect this wall before construction starts in order to mitigate construction noise during development. • The neighbors brought concerns regarding theft and other illegal activity on the site. By: Peter Margoliner EPS Group peter.margoliner@epsgroupinc.com E P S Meeting Minutes G R O U P Project Name: Blount Construction Yard Date: February 1, 2023 Project No.: 22-0268 o The developers hope that with a more developed site that will include security lighting and systems that this activity will stop. • The neighbors wanted to make sure that"dark sky"ordinance would he followed. o The development team assured the neighbors that all lights on the site would adhere to the City of Apache Junction's zoning code. • Neighbors were concerned with the facility's need to operate 24/7 and site noise as their biggest concern. o The development team explained that it is their intent to never run the facility 24/7 and that the only reason this is being proposed is in case of emergency projects that might need to run later or earlier than usual. • Neighbors suggested that a taller fence could help with noise levels. • The developer stated that general levels of noise shouldn't go any higher than what is currently being experienced. • Some neighbors were concerned with the height of some of the proposed lighting. o The developer showed the residents a proposed photometric plan showing light spillage in compliance with The City of Apache junction's Zoning code. • Some neighbors wanted to know why a PD Zoning was being proposed. o The developers along with city staff explained that this is the most suitable zoning designation for this use. • Neighbors to the East of the site raised some concerns regarding the placement of the fuel tanks. o The developers showed on the site plan that the fuel tanks are about 120 feet away from the property line and that they will be installed with compliance to all applicable codes. • David Renner commended the owners for cleaning up the site. Conclusion: The meeting was adjourned at 7:00 PM when no other questions or comments were requested and all attendees had left. A copy of the Attendee List is attached. The above is the author's recollection of items discussed and the decisions reached. If there are any corrections or additions to be made, please contact the author. These meeting notes shall become part of the project file. By: Peter Margoliner EPS Group peter.margoliner@epsgroupinc.com Sign - In Sheet � C� GROUP EPS Neighborhood Meeting Please provide all Information so that we can provide you with future updates and notifications of meetings and/or hearing. Name � C) Phone Address (?) o Es �4twl edI Email � ��� � II �I � ( Affiliation Name I 'Allo 4l 61 Irsr Phone Address �. VLMW F/ EmailAk ) 0 ,4 Affiliation m Name � Phone AddressY'000 v � Email 2 Aff iliation u NLJZLCL - - - M Name Phone Address � � 2 4 GE T� Email l�J�'lGl . m � 9 � , ��^'1 Aff iliation Name ��-c .p�, y� `e ✓� Phone Address � � [_ SQ C ZqC (3LY -� Email 004 L-O Affiliation Name ,S'c�- � � o,M Phone Address Z cRA2 � to!� t , EE (OC47y I iz & Lao�/ Email s f:7VL9oW\P.I CLCf,&'e, 1►-%c CVq&1 Affiliation C oc CoN-�. p .+ -•erg Name ` � ,, ,,, Phone 5 Address /4 ,� ff e— Ema il �j ,. ,,�.� � �,, � max . n t � Aff iliation Name ��? �� Phon e C>Z - gam ' 46� Address Email C\ � (2 lo I &tax\ AwC 0 Cvr^*,-- Affiliation eL� kr.'. 1 3wY� Name Phone c.�r�0 - 21 a - 2,52-7 Address Email '("� � JON �S -r (� � . ffiffiliatigon Ww UKp� � � David A Conant, FASA K Anthony Hoover, FASA, INCE Bd.Cert. Z&H Randal B Willis, P.E. McKAY CONANT HOOVER INC Taylor L Blaine Acoustics and Media Systems Consultants Krystofer von Hybschmann 14 March 2023 Tyler Jones,Area Manager Blount Construction 1353 South Vista Rd Apache Junction,AZ 85119 Subject: Field Noise Measurement Summary Report Field Noise Measurements Surrounding Apache Junction Property 1353 S. Vista Road,Apache Junction,AZ MCH Project 23009 Dear Tyler: This document summarizes the results of our 08Mar23 visit to Blount Construction in Apache Junction, AZ. The main focus of this visit was the on-site assessment of noise impacts to residential neighbors that would be produced by heavy trucks positioned near the site boundaries which is to include a future 8' tall CMU barrier. Blount Construction expects to expand their current area of activity within those boundaries,notably to the east and north and consequently approach more closely to existing residences. Nearby residents have expressed noise concerns regarding the expansion despite the planned new 8' barrier inside a 30ft easement. A. BACKGROUND. In accordance with our proposal, sound level measurements were obtained in order to characterize idling engine noise both within and beyond an existing CMU wall on the property. Because of an explicit exemption within the Apache Junction Noise Ordinance Article 11-1, measurements of backup alarm safety signals were omitted from our proposed tasks. § 11-1-8 EXEMPTIONS. (A) General. The sound levels set forth in this chapter shall not apply to the following noise sources: (4) Safety signals, warning devices and emergency pressure relief valves; This Ordinance also establishes maximum permissible noise for different zoning districts as shown below. In this case, considering the affected residential areas surrounding the business, 60 and 65 dBA correspond to daytime and nighttime limits, respectively. 5655 Lindero Canyon Road,Suite 325 Westlake Village CA 91362 818.991.9300 MCHinc.com ►3961 North 75th Street Scottsdale A Z 85251 480.947.3335 346 East Jackson Avenue Orange CA 92867 619.936.1658 Blount Construction Environmental Noise Study Apache Junction,AZ IM, 14 March 2023 Acoustics and Media Systems TABLE 1 SOUND LEVELS FOR LAND USE DISTRICTS ZONING DISTRICT CLASSIFICATION LEQ LIMITS, dBA (Residential)RS-20, RS-20M, RS-10, RS-10M, RS-7, RS-7M, RS-5, 65 dBA(7:00 a.m.- 10:00 p.m.); RM-1, RM-2, RM-3, MHP, RVP, MPC, RS-GR, RS-54, RS-54M 60 dBA(10:00 p.m.-7:00 a.m.) (Commercial or Business)B-I, B-2,B-3 65 dBA(7:00 a.m.-10:00 p.m.); 60 dBA(10:00 p.m.-7:00 a.m.) (Industrial)B-4, B-5 70 dBA(7:00 a.m.-10:00 p.m.); 65 dBA(10:00 p.m.-7:00 a.m.) The LEQ limits specified above in Table 1 are LEQ for a 2-minute time interval. Partial LEQ levels may be obtained as necessary to ensure an accurate indication of the representative sound environment for the site. (b) Sound projected from property within 1 zoning district into property within another zoning district of a lesser sound level limit shall not exceed such lesser sound level limit. Instrumentation used for measurements in this study conforms to criteria established in the Ordinance and was a B&K 2250 Type 1 sound level meter/analyzer. The ordinance requires instrumentation meeting Type 2 requirements (see below),which are also met(and actually exceeded) by Type 1 meters. The meter was calibrated prior to measurements and a windscreen was employed to minimize meteorological effects.Weather conditions consisted of clear skies,very light breeze, and a temperature of 700 F (nominal). §11-1-5 SOUND LEVEL MEASUREMENT CRITERIA. For the purpose of enforcement of the provisions of this chapter, noise levels shall be measured on the A-weighted scale with a sound level meter satisfying at least the applicable requirement for Type 2 sound level meters as defined in American National Standard S1.4-1971 or the most recent revisions thereof. Prior to measurement,the meter shall be set for slow response speed,except that for rapidly varying sound levels,fast response speed may be used. Prior to measurement,the meter shall be calibrated according to the manufacturer's specifications. (Ord. 1492, passed 8-18-2020) All measurements represented typical conditions of on-site ambient noise which included occasional airplanes, dogs barking,light traffic (but notably, some heavy trucks), etc. on East 12th Ave. Standard protocols for environmental noise measurements were followed to ensure appropriate data acquisition. Sound levels pertaining to environmental traffic and commercial noise were also measured for later comparison. A representative idling heavy truck was used as a reference noise source for sound propagation and barrier insertion loss measurements. We were apprised that the truck used for these measurements was somewhat louder than typical Blount trucks that typically operate (and will operate) on the property. Our measurements and analyses therefore reflect somewhat worst-case scenarios. The photo below depicts this truck at the right-hand side of the Blount office building. Page 2 Blount Construction Environmental Noise Study Apache Junction,AZ 14 March 2023 Acoustics and Media Systems v, _4 _ B. MEASUREMENTS AND OBSERVATIONS. The annotated map below depicts measurement locations during our onsite visit to the property. ' AUTO BODY 11,o 3� Al '! +r" �-t M1 SHOP- on. W, „�i E%ISTING WROUGHT IRON FE'NCE - all EXISTING POWER POLE W/TRANSFORMER ' - +� _ '•! 1 Xl�•_ EXISTING OVERHEAD a, EXISTING GREENHOUSE t y�f( ELECTRICAL.. �[ O PRO:O+ED METER L EXISTING: PROPOSED HYDRANT i • Q UNDERGROUND - �- -- d "d WATER METER W EXISTING CONCRETE HEADWALL 3 WATER LINE TO h r\. O _ REMAIN I�REMAIN I I • < O C 0 1 -'�^7'' �,EXISTT0.EEf LIGHT TO 0.E�M`AIN Y T MJJ - .• STA ROAD VG FIRE HYDRANT TO REMAM EKtSLING IANDSCa�R - Z - EXISTING BACKFL'WV' <'_•�� • �73'ROADWAY AND 7 < • EXISTING STR ^ PRFVELT.TO REMAIN ) ASPHALT PARKING LOT Z ASPHALT PARKING LOT EXISTING OVERHEAD VTILITY EASEMENT ROPOSED DOMESTIC WATER ELECTRICAL .H EXIST NG STREET LIGHT TO REMAIN PROPOSED WATER CONN_ECTION TO BUILDING n I; / �,�3• j,lot- - V �I -I I I M4 5 1 E' ,('�1 TEMPORARY CHAIN LINK FEN �P EXISTING SEWER TO REMAIN T Mt - R.P / EXISTING SEPTIC TANK T Oft •� _ *BIOUNT RECTA 3AN MJ ... PROPOSED SEWER II yPpO 33'UTILITY ZOUMN N� P(ROPOSED SEPTIC TAN EASEMENT o LJ u LJ I I(a� ■ 1 BEET LIGHT TO REMAIN PP 1 2 r� A PHALT PARKING LOT -ASPHALT DRIVE- l MB `—f ;-� 1 33'UTILITY EASEMENT EXISTING ST oE N EMAIN' �.Il � M9 S t_ M7' -I�A. - SUMP �--- - -��MB -. -. - -- N �•1 �� '^ - APN 103-194IIA I NEW ENTRANCE t�1 i KEY —north♦ y W.W CLYDEB CO ZONING:GIRL U IDLING TRUCK LOCATION O ` 33' l ACCELERATING TRUCK PATH ROADWAYAND - UTILITY EASEMENT - .I z Mx STATIONARY METER LOCATION ._ zr ?1'y�i� `„ '. _A• �. . Mx MOVING METER PATH �;�0 s; ., ExIsrINGSTORM 4 - EXISTING OVERHEAD , MANHOLE EI FCTR CAI /(4 x METER MEASUREMENT ry tI t 1 � - t -A�y��? j] 'a M3 yJPAUL W.X •��}yy��•• ( I sL��;` G ::� .��' •sus., . Page 3 Blount Construction Environmental Noise Study H Apache Junction,AZ 14 March 2023 Acoustics and Media systems Figures 1 and 2 below, depict our measured engine sound pressure levels in an idle as well as active, accelerating state from a 50' spatially averaged distance. There exists a significant increase in sound pressure levels, however, Blount Construction has stated that their trucks remain idle for about 90% of the time when in operation. The positions corresponding to these measurements are identified on the map above by markers M1 and M2. Environmental Noise Study H Environmental Noise Study l 1 Blount Contracting 23009 MIKAY CONANT HOCV L Blount Contracting 23009 W KAY CONANT HOOVER ac: 3/8/2023 A.....,,...,,-dM,,I,:,s, r.,,.,.„,::, . 3/8/2023 3/10/2023 3/10/2023 Blount Contracting Octave Spectra Blount Contracting Octave Spectra 90 -----------------------------------------•-------,---------------- 100 C0 ,. --60 70 ----- ----- -------' --- ------ -- - ---- --------- ---- ---- d J I J I I I I I i � 60 -------1------- ------I i -------'-----. I--------I y ----'-------'!-------�------- a ' N IL as a 40 --------•---------------<-------•------- \ 30 20 20 10 i O O O O O 10 N 0 O N 0O 00 �. N lOn O O O O O O C N L O N 0 m 0 Frequency(Hz) Frequency(Hz) —50 ft From Idle Engine,Leq(69dBA) --50 ft From Accelerating Engine,Leq(74dBA) FIGURE 1 FIGURE 2 To assess idling truck noise impacts close to the George residence as shown on the map above,measurements were collected 120 ft from the reference truck positioned at the future wall's eastern perimeter (Position M3 on map, above). Foliage and elevation irregularities were observed between source and receiver positions although Google Earth indicates both the truck and receiver were effectively at the same elevation. Ambient noise was registered (Position M10) where occasional barking dogs as well as chirping birds remained present sporadically throughout. An increase in measured levels for nearly all frequencies is apparent in Figures 4 and 5, below and the dBA levels rise from 47dBA (ambient) to 53dBA (truck idling). These levels represent truck noise with no barrier and it is noteworthy that the truck noise contribution is 7dB below the Ordinance daytime permitted maximum. Page 4 Blount Construction Environmental Noise Study Apache Junction,AZ 14 March 2023 Acoustics and Media Systems Environmental Noise Study aw Environmental Noise Study ®i i Blount Contracting23009 MOKIXCOXANT HOOVER wc Blount Contracting23009 MIKAYCONANT HOOVER wo 3/8/2023 3/812023 3/10/2023 3/10/2023 Blount Contracting Octave Spectra Blount Contracting Octave Spectra ao ---- -----,------ 80 70 y ------- - - 70 - - ------ in so �. m so so - / `.50 2 N 40 : 40 CIL C y r 0 30 ` 9 30 y y , 20 20 10 10 W N l!) O O O O O O W N N O O O O O O N N V W W M N O W W Frequency(Hz) Frequency(Hz) -n-120 ft From Idle Engine at Christy's,Leq(53dBA) —.—Ambient Noise at Christy's,Leq(47dBA) FIGURE 4 FIGURE 5 Drawing from the measured data, calculations were undertaken to predict noise levels at residence facades with and without the new 8' barrier wall as identified in Figure 6, below. With a 5' distance between the barrier and the truck engine source and an 80' distance separating the barrier and the fatrade, noise levels at the facade continue to comply with 58 dBA being 2 dB below the daytime limit. This prediction does not include other environmental influences such as intervening topography or foliage. 8ft 85 ft 80 ft pop FIGURE 6 Page 5 Blount Construction Environmental Noise Study INTH Apache Junction,AZ 14 March 2023 Acoustics and Media Systems Traffic noise was measured in front of the Scott residence on East 121h Ave. in order to chronicle typical levels there. Figures 7 and 8 depict levels collected at the same position, of a pickup truck passing about 6' in front of the meter and a Blount heavy truck approaching at speed, the existing Blount CMU wall (see map X1 and X2), respectively. The average dBA level for the Blount heavy truck complies with the daytime limit at 65 dBA whereas the pickup truck, representative of common traffic noise, exceeds it at 66 dBA. Environmental Noise Study Environmental Noise Study I&H Blount Contracting 23009 11 VAY C01,:;»+t,,m,ER we Blount Contracting 23009 MIKAY Co\'ANT HOOVER rNc 3/8/2023 3/8/2023 3/10/2023 3/10/2023 Blount Contracting Octave Spectra Blount Contracting Octave Spectra ao - -----, ao - 70 --------?------- ----------------------------------- 70 - x �' - � I � o J ' \F-------� Y m 5 +— + ---¢ —+ —� 3 3 ` w w w 4U x d 40 � a y � c 0 30 -- 0 30 to N 20 20 10 10 {I� u) W N N O O O O O O V N N O N O W tOD Frequency(Hz) Frequency(Hz) -tiBlount Truck Passing by Shawn's,Leq(65dBA) --Truck Passing by Shawna's,Ley(66dBA) FIGURE 7 FIGURE 8 As per our proposal, measurements were taken outside the exiting CMU wall at three separate locations. The truck engine was located 40' from the wall and at a height of 8.25', averaging exhaust and engine heights. It should be noted that during these measurements a body shop east of South Vista Rd. commenced operation of a compressor and air, water or paint nozzle that was audible from these positions. In all three cases, the noise ordinance was met as limits were not exceeded. Drawing upon these measured data, predictions were made for barrier effectiveness (insertion loss) considering distances of 65', 90', and 120' from an 8' barrier. These predicted levels (Figure 9) were somewhat higher than those measured due to various surfaces within the premises providing sound scattering as well as the specific orientation of the exhausts and engine radiator. The current barrier includes drainage holes at the bottom of the wall that are worth bearing in mind seeing as they are potential sound leaks yet even with these, the measured results indicate that beyond 20ft from the wall,their presence is apparently negligible. Page 6 Blount Construction Environmental Noise Study Apache Junction,AZ IM, 14 March 2023 Acoustics and Media Systems T -------T------.------, ,--------------------------- Noise levels (dBA) from idling heavy truck 40ft behind prospective 8ft noise barrier at 70 ______________________.______________________' shown distances from the truck -------------------------------------------------- measured [POSSIBLE RANGE*I so @) C@65ft** 52-57 q6-O--e7� so 52 y _ 40 49 �64 ♦� ) 90ft [49-57]<'�54-3'1; 3 p 30 y H 49 @) C@ 120ft 20 Q =with barrier 10 -�, m in ro 0 0 0 0 0 0 0 0 - = no barrier to N W o 0 o 0 00 M N O N N 0 000 0 * Depends on specific truck and Frequency(Hz) orientation of its radiator& exhaust ** The closer the listener is to the CMU wall drainage holes, the more its attenuation -A-Body Shop Noise,Leq(62dBA) is undermined. FIGURE 9 FIGURE 10 Finally, as mentioned above, a body (and or "coating") shop east of South Vista Rd. was running a compressor at various times during our measurements and its high frequency "hissy" sound was clearly audible. After all essential measurements were taken, we measured the body shop's noise on South Vista Rd. in front of Blount Construction. Figure 10,above, depicts the sound levels measured at the roadside coming from the shop's activity (62dBA). This impact doesn't necessarily represent levels that might be measured at a nearby residential property, but it likely does contribute to residential noise levels in the neighborhood. In summary, we find that the proposed 8ft tall CMU noise barrier wall, if constructed where currently shown, even with its drainage holes sized as intended, is expected to easily meet, with a significant margin of safety (8dB daytime, 13dB nighttime), the current Apache Junction Noise Ordinance presuming: 1. Typical heavy trucks idling as we measured on 8March20213 on-site. 2. Trucks are positioned with their engines idling at or beyond about Sft from the wall. 3. Receiver (residence) building are of the order of 80ft from the wall. Note that currently, nearest residence footprints appear to be at least 100ft from the proposed wall. Page 7 Blount Construction Environmental Noise Study Apache Junction,AZ 14 March 2023 Acoustics and Media Systems This completes our study as proposed, with some variants. Please let us know of any questions or comments. Sincerely, Mc CO4NANOOV R iNc David A. Conant, Princt_ cc: Matthew Restrepo, Consultant Page 8 ►P�"E�c�, City of Apache Junction, Arizona 300 E Superstition Boulevard o Agenda Item Cover Sheet Apache Junction,AZ U =i 85119 Agenda Item No.2. 'Piz File ID: 23-298 Sponsor: Patrick Ainsworth Agenda Date: 6/5/2023 Index: In Control: City Council Work Session Presentation and discussion of the Economic Development Agreement with the Greater Phoenix Economic Council (GPEC)for economic development services for the term of one year (FY23/24) and in the amount of$24,486.00, and appointment of Councilmember Peter Heck as the City of Apache Junction representative to the GPEC Board of Directors. City of Apache Junction,Arizona Page 1 Printed on 61112023 City of Apache Junction Home of the Superstition Mountains DATE: June 5, 2023 MEMORANDUM TO: The Honorable Mayor & City Councilmembers MEMORANDUM THRU: Bryant Powell, City Manager Matt Busby, Assistant City Manager MEMORANDUM FROM: Patrick Ainsworth, Economic Development Director SUBJECT: Greater Phoenix Economic Council (GPEC) contract Renewal FY 23/24 and GPEC Board Recommendation Since 2007, the Greater Phoenix Economic Council (GPEC) has been serving as the City's Regional Economic Development agency where GPEC assists with strategic economic development initiatives such as business recruitment, expansion, and attraction to bring additional jobs and positive economic outcomes to the Phoenix metropolitan region. Today, GPEC represents 22 cities in central Arizona representing over 4,390,000 residents. As part of the City's GPEC membership, we have representation on the GPEC Board of Directors, Mayors & Supervisors leadership participation, access to GPEC educational and ambassador events and direct involvement with the Economic Development Directors Team meetings. GPEC's services have assisted the Greater Phoenix Region by attracting new employers and enhances the region's economic competitiveness. Since their 1989 inception, GPEC has attracted over 950 new companies to Arizona resulting in 174,000 new jobs and over $36,600,000,000 in capital investment. The agreement between GPEC and the City of Apache Junction has specific responsibilities to cooperate on a regional level to assist GPEC's annual performance goals. Some strategies are periodically adjusted based on the three-year GPEC Action Plan as well as to reflect current economic circumstances; however, the core focus and goals remain relatively fixed. A full copy of the contract and exhibits has been provided for this agenda item. This year's membership renewal with GPEC is $24,486.00 (based on $0.6252 per capita for Pinal County population of 38,851, and $0.4897 per capita for Maricopa County population of 400). Staff respectfully recommends approval of the contract and Mayor Wilson's recommendation to have Councilmember Peter Heck serve as Apache Junction's representative on the GPEC Board of Directors. The item is anticipated to be on the June 19, 2023, Consent Agenda. ECONOMIC DEVELOPMENT AGREEMENT BETWEEN THE GREATER PHOENIX ECONOMIC COUNCIL AND THE CITY OF APACHE JUNCTION This AGREEMENT is entered into between the CITY OF APACHE JUNCTION, an Arizona municipal corporation ("City"), and the GREATER PHOENIX ECONOMIC COUNCIL ("GPEC"), an Arizona non-profit corporation, both of which may be hereinafter referred to collectively as the "Parties" or individually as a "Party". RECITALS A. City desires to retain the services of a regional economic development agency to undertake strategic worldwide economic development initiatives including business recruitment, expansion and attraction to bring additional jobs and positive economic outcomes to the Phoenix region. B. GPEC is one of the region's premier economic development groups for regional economic development services for the Phoenix region. C. The purpose of this agreement is to set forth the regional economic development program that GPEC agrees to undertake, the support that the City agrees to provide, the respective roles of GPEC and the City and the payment schedule between the City to GPEC for the 2023-2024 fiscal year. D. The Parties negotiated a similar agreement effective July 1, 2023 through June 30, 2024. NOW,THEREFORE, in consideration of the mutual promises contained herein, the CITY and GPEC agree as follows: I. RESPONSIBILITIES OF GPEC A. MISSION: Attract and grow quality businesses and advocate for Greater Phoenix's competitiveness. B. GOALS: GPEC is guided by and strategically focused on two specific long- range goals: 1. Marketing the region to generate qualified business/industry prospects in targeted economic clusters 2. Leveraging public and private allies and resources to locate qualified prospects, improve overall competitiveness, and sustain organizational vitality C. RETENTION AND EXPANSION POLICY: 1. GPEC's primary role is developing the Greater Phoenix region's market intelligence strategy for high wage, base industry clusters in coordination with representatives of GPEC member Page 1 of 14 communities. 2. Retention and expansion of existing businesses within GPEC member communities is primarily a local issue. 3. GPEC will support its member communities' efforts to retain and expand existing businesses through coordinating regional support and providing research on key retention and expansion projects. 4. GPEC will advise its member communities when an existing company contacts GPEC regarding a retention or expansion issue, subject to any legal or contractual non-disclosure obligations. D. ACTION PLAN AND BUDGET: In accordance with the Mission, Goals and Retention and Expansion Policy set forth above and subject to the availability of adequate funding, GPEC shall implement the Action Plan and Budget adopted by GPEC's Board of Directors, a copy of which has been delivered to the City, receipt of which is hereby acknowledged. A summary of the Action Plan is attached hereto as Exhibit A ("GPEC Action Plan"). The City shall be informed of any changes in the adopted GPEC Action Plan which will materially affect or alter the priorities established therein. Such notification will be in writing and will be made prior to implementation of such changes. Notwithstanding the foregoing, the City acknowledges and agrees that GPEC may, in its reasonable judgment in accordance with its own practices and procedures, substitute, change, reschedule, cancel or defer certain events or activities described in the GPEC Action Plan as required by a result of changing market conditions, funding availability, unforeseen expenses or other circumstances beyond GPEC's reasonable control. GPEC shall solicit the input of the City on the formulation of future marketing strategies and advertisements. The GPEC Action Plan will be revised to reflect any agreed upon changes to the GPEC Action Plan. E. PERFORMANCE TARGETS: Specific performance targets, established by GPEC's Executive Committee and Board of Directors, are attached hereto as Exhibit B ("GPEC Performance Measures") and shall be used to evaluate and report progress on GPEC's implementation of the GPEC Action Plan. In the event of changing market conditions, funding availability, unforeseen expenses or other circumstances beyond GPEC's reasonable control, these performance targets may be revised with the City's prior written approval, or with the prior written approval of a majority of the designated members of GPEC's Economic Development Directors Team ("EDDT"). GPEC will provide monthly reports on the 15tn of each month to the City discussing in detail its progress in implementing the GPEC Action Plan as well as reporting the numerical results for each performance measurement setforth in Exhibit B. GPEC shall provide a copy of its annual external audit for the preceding fiscal year to the City no later than December 31, 2023. In the case of any benchmark which is not met, GPEC will meet with the EDDT to provide an explanation of the relevant factors and circumstances and discuss the approach to be taken in order to achieve the target(s). Failure to meet a performance target will not, by itself, Page 2 of 14 constitute an event of default hereunder unless GPEC: (i) fails to inform the City of such events; or (ii) fails to meet with EDDT to present a plan for improving its performance during the balance of the term of the Agreement. II. RESPONSIBILITIES OF THE CITY A. STAFF SUPPORT OF GPEC EFFORTS: The City shall provide staff support to GPEC's economic development efforts as follows: 1. The City shall respond to leads or prospects referred by GPEC in a professional manner within the time frame specified by the lead or prospect if the City desires to compete and if the lead is appropriate for the City. When available, the City agrees to provide its response in the format developed jointly by EDDT and GPEC. 2. The City shall provide appropriate local hospitality, tours and briefings for prospects visiting sites in the City. 3. The City shall provide an official economic development representative to represent the City on the EDDT, which advises GPEC's President and CEO. 4. The City shall cooperate in the implementation of GPEC/EDDT process improvement recommendations including the use of common presentation formats, exchange of information on prospects with GPEC's staff, the use of shared data systems, land and building data bases and private sector real estate industry interfaces. 5. The City shall use its best efforts to respond to special requests by GPEC for particularized information about the City within three business days after the receipt of such request. 6. In order to enable GPEC to be more sensitive to the City's requirements, the City shall, at its sole option, deliver to GPEC copies of any City approved economic development strategies, work plan, programs and evaluation criteria. GPEC shall not disclose the same to the other participants in GPEC or their representatives. 7. The City shall utilize its best good faith efforts to cause an economic development professional representing the City to attend all marketing events and other functions to which the City has committed itself. 8. The City agrees to work with GPEC to improve the City's competitiveness and market readiness to support the growth and expansion of the targeted industries as identified for the City in Exhibit C ("Targeted Industries"). B. NONEXCLUSIVE AGREEMENT: The City recognizes GPEC as a regional economic development organization for marketing the Greater Phoenix Page 3 of 14 region. Nothing in this agreement however prohibits the City from contracting with other regional economic development marketing providers for similar services. III. ADDITIONAL AGREEMENTS OF THE PARTIES. A. PARTICIPATION IN MARKETING EVENTS AND PROVISION OF TECHNICAL ASSISTANCE: Representative(s) of the City shall be entitled to participate in GPEC's marketing events provided that such participation shall not be at GPEC's expense. When requested and appropriate, GPEC will use its best efforts to provide technical assistance and support to City economic development staff for business location prospects identified and qualified by the City and assist the City with presentations to the prospect in the City or their corporate location. B. COMPENSATION &TERM: 1. The City agrees to pay$24,486 for services to be provided by GPEC pursuant to the Agreement during the fiscal year from July 1, 2023 ending on June 30, 2024, as set forth in this Agreement. This amount is based on approximately $0.6252 per capita applied to that portion of the City's population outside of Maricopa County plus $0.4897 per capita applied to that portion of the City's population within Maricopa County, based upon the based up on the 2022 Office of Economic Opportunity population estimate, which listed the City as having a population of 38,851 in Pinal County and 400 in Maricopa County. The payment by the City may, upon the mutual and discretionary approval of the board of directors of GPEC and the City, be increased or decreased from time to time during the term hereof in accordance with the increases or decreases of general application in the per capita payments to GPEC by other municipalities which support GPEC, but in no event shall the total compensation exceed $30,000.00 for the term of this Agreement. 2. Funding of this Agreement shall be subject to the annual appropriations of funds for this activity by the City pursuant to the required budget process of the City. 3. GPEC shall submit invoices for payment on an annual basis. The foregoing notwithstanding, if GPEC has not provided the City with the audit required pursuant to paragraph I(E) above no later than December 31, 2023, no payments shall be made hereunder until the City receives the audit report and is provided at least a 30 calendar day review and approval period.. Invoices and monthly activity reports, substantially in the form of Exhibit D ("Reporting Mechanism for Contract Fulfillment") attached hereto, are to be submitted to the address listed under paragraph IV(P). C. MUTUAL COOPERATION: 1. The parties acknowledge that GPEC is a cooperative organization effort among GPEC and its member communities. Accordingly, the Page 4 of 14 City and GPEC covenant and agree to work together in a productive and harmonious manner, to cooperate in furthering GPEC's goals for FY2024. The City and GPEC further covenant and agree to comply with the Regional Cooperation Protocol, attached hereto as Exhibit F, in all material respects. 2. The City agrees to work with GPEC, as necessary or appropriate, to revise the performance measures, and/or benchmarks, and/or goals for the FY2025 contract. 3. The City agrees to work with GPEC during FY2024 to develop a revised public sector funding plan, including a regional allocation formula for FY2025, if determined to be necessary or appropriate. IV. GENERAL PROVISIONS: A. COVENANT AGAINST CONTINGENT FEES: GPEC warrants that no person or selling agent has been employed or retained to solicit or secure this contract upon an agreement or understanding for a commission, percentage, brokerage, or contingent fee. For a breach or violation of this warranty, the City shall have the right to terminate this Agreement without liability or, in its discretion, to deduct the commission, brokerage or contingent fee from its payment to GPEC. B. PAYMENT DEDUCTION OFFSET PROVISION: GPEC acknowledges that no payment shall be made to any contractor as long as there is any outstanding obligation due to the City, and any such obligation shall be offset against payment due to GPEC. C. ASSIGNMENT PROHIBITED: No party to this agreement may assign any right or obligation pursuant to this Agreement. Any attempted or purported assignment of any right or obligation pursuant to this Agreement shall be void and have no effect. D. INDEPENDENT CONTRACTOR; NO AGENCY: Nothing contained in this Agreement creates any partnership,joint venture or agency relationship between the City and GPEC. At all times during the term of this Agreement, GPEC shall be an independent contractor and shall not be an employee of City. City shall have the right to control GPEC only insofar as to the results of GPEC's services rendered pursuant to this Agreement. GPEC shall have no authority, express or implied, to act on behalf of City in any capacity whatsoever as an agent. GPEC shall have no authority, express or implied, pursuant to this Agreement to bind City to any obligation whatsoever. E. INDEMNIFICATION AND HOLD HARMLESS: During the term of this Contract, GPEC shall indemnify, defend, hold, protect and save harmless the City and any and all of its council members, appointees, officers and employees from and against any and all actions, suits, proceedings, claims and demands, loss, liens, costs, expense and liability of any kind and nature whatsoever, for injury to or death of persons, or damage to property, including property owned by City brought, made, filed against, imposed upon or sustained by the City, its appointees, officers, or Page 5 of 14 employees in and arising from or attributable to or caused directly or indirectly by the negligence, wrongful acts, omissions or from operations conducted by GPEC, its directors, officers, agents or employees acting on behalf of GPEC and with GPEC's knowledge and consent. Any party entitled to indemnity shall notify GPEC in writing of the existence of any claim, demand or other matter to which GPEC's indemnification obligations would apply, and shall give to GPEC a reasonable opportunity to defend the same at its own expense and with counsel reasonably satisfactory to the indemnified party. Nothing in this Subsection E shall be deemed to provide indemnification to any indemnified party with respect to any liabilities arising from the fraud, negligence, omissions or willful misconduct of such indemnified party. F. INSURANCE: GPEC shall procure and maintain for the duration of this Agreement, at GPEC's own cost and expense, insurance against claims for injuries to persons or damages to property which may arise from or in connection with this Agreement by GPEC, its agents, representatives, employees or contractors, in accordance with the Insurance Requirements set forth in Exhibit E ("Insurance Requirements"), attached hereto. The City acknowledges that it has received and reviewed evidence of GPEC's insurance coverage in effect as of the execution of this Agreement. G. GRATUITIES. The City may, by written notice to GPEC, terminate the right of GPEC to proceed under this Agreement upon one (1) calendar day notice, if it is found that gratuities in the form of entertainment, gifts, or otherwise were offered or given by GPEC, or any agent or representative of GPEC, to any officer or employee of the City with a view toward securing a contract or securing favorable treatment with respect to the awarding or amending, or the making of any determinations with respect to the performance of such contract; provided that the existence of the facts upon which the City makes such findings shall be an issue and may be reviewed in any competent court. In the event of such termination, the City shall be entitled to pursue all legal and equitable remedies against GPEC available to the City. H. EQUAL EMPLOYMENT OPPORTUNITY. During the performance of this Agreement, GPEC agrees as follows: 1. GPEC will not discriminate against any employee or applicant for employment because of race, color, religion, gender, sexual orientation, national origin, age or disability. GPEC shall take affirmative action to ensure that applicants are employed, and that employees are treated during employment without regard to their race, color, religion, gender, sexual orientation, national origin, age or disability. Such action shall include, but not be limited to, the following: employment, upgrading, demotion or transfer, recruitment or recruitment advertising, layoff or termination, rates of pay or other forms of compensation, and selection for training, including apprenticeship. GPEC agrees to post in conspicuous Page 6 of 14 places, available to employees and applicants for employment, notices setting forth the provisions of this nondiscrimination clause. 2. GPEC will, in all solicitations or advertisements for employees place by or on behalf of GPEC, state that all qualified applicants will receive consideration for employment without regard to race, color, religion, gender, sexual orientation, national origin, age or disability. 3. GPEC will cause the foregoing provisions to be inserted in all subcontracts for any work covered by this Agreement, provided that the foregoing provisions shall not apply to Agreements or subcontracts for standard commercial supplies or new materials. 4. Upon request by the City, GPEC shall provide City with information and data concerning action taken and results obtained in regard to GPEC's Equal Employment Opportunity efforts performed during the term of this Agreement. Such reports shall be accomplished upon forms furnished by the City or in such other format as the City shall prescribe. I. COMPLIANCE WITH APPLICABLE FEDERAL AND STATE LAWS REQUIRED. GPEC understands and acknowledges the applicability of the American with Disabilities Act, the Immigration Reform and Control Act of 1986 and the Drug Free Workplace Act of 1989 and agrees to comply therewith in performing under any resultant agreement and to permit City inspection of its records to verify such compliance. 1. GPEC warrants to the City that, to the extent applicable under A.R.S. §41-4401, GPEC is in compliance with all Federal Immigration laws and regulations that relate to its employees and with the E-Verify Program under A.R.S. § 23-214(A). GPEC acknowledges that a breach of this warranty by GPEC or any subconsultants providing services under this Agreement is a material breach of this Agreement subject to penalties up to and including termination of this Agreement or any applicable subcontract. The City retains the legal right to inspect the papers of any employee of GPEC or any subconsultant who works on this Agreement to ensure compliance with this warranty. 2. The City may conduct random verification of the employment records of GPEC and any of its subconsultants who work on this Agreement to ensure compliance with this warranty. 3. The City will not consider GPEC or any of its subconsultants who work on this Agreement immaterial breach of the foregoing warranty if GPEC and such subconsultants establish that they have complied with the employment verification provisions prescribed by 8 USCA § 1324(a) and (b) of the Federal Immigration and Nationality Act and the e-verify requirements prescribed by Arizona Revised Statutes § 23-214(A). Page 7 of 14 4. The provisions of this Section I must be included in any contract GPEC enters into with any and all of its subconsultants who provide services under this Agreement or any subcontract to provide services under this Agreement. As used in this Section I "services" are defined as furnishing labor, time or effort in the State of Arizona by a contractor or subcontractor. Services include construction or maintenance of any structure, building or transportation facility or improvement to real property. 5. Pursuant to A.R.S. §§ 35-393 through 35-393.03, GPEC hereby certifies to the City that GPEC does not have any contracts/services/providers/suppliers that boycott Israel. 6. In accordance with Arizona Revised Statutes § 35-394, GPEC hereby certifies and agrees that GPEC does not currently and shall not for the duration of this Agreement use 1) the forced labor of ethnic Uyghurs in the People's Republic of China, 2) any services or goods produced by the forced labor of ethnic Uyghurs in the People's Republic of China, and/or 3) any suppliers, contractors or subcontractors that use the forced labor or any services or goods produced by the forced labor of ethnic Uyghurs in the People's Republic of China. If GPEC becomes aware during the term of this Agreement that GPEC is not in compliance with this Section, then GPEC shall notify the City within five (5) business days after becoming aware of such noncompliance. If GPEC does not provide the City with written certification that GPEC has remedied such noncompliance within one hundred eighty (180) days after notifying the City of such noncompliance, this Agreement shall terminate, except that if the Agreement termination date occurs before the end of such one hundred eighty (180) day remedy period, this Agreement shall terminate on such contract termination date. J. TERMINATION. City shall have the right to terminate this Agreement if GPEC shall fail to duly perform, observe or comply with any covenant, condition or agreement on its part under this Agreement and such failure continues for a period of 30 calendar days (or such shorter period as may be expressly provided herein) after the date on which written notice requiring the failure to be remedied shall have been given to GPEC by the City; provided, however, that if such performance, observation or compliance requires work to be done, action to be taken or conditions to be remedied which, by their nature, cannot reasonably be accomplished within 30 calendar days, no event of default shall be deemed to have occurred or to exist if, and so long as, GPEC shall commence such action within that period and diligently and continuously prosecute the same to completion within 90 calendar days or such longer period as the City may approve in writing. The foregoing notwithstanding, in the event of circumstances which render GPEC incapable of providing the services required to be performed hereunder, including, but not limited to, insolvency or an award of monetary damages against GPEC in excess of Page 8 of 14 its available insurance coverage and assets, the City may immediately and without further notice terminate this Agreement. K. RESPONSIBILITY FOR COMPLIANCE WITH LEGAL REQUIREMENTS. GPEC's performance hereunder shall be in material compliance with all applicable federal, state and local health, environmental, and safety laws, regulations, standards, and ordinances in effect during the performance of this Agreement. L. INSTITUTION OF LEGAL ACTIONS. Any legal actions instituted pursuant to this Agreement must be filed in the county of Pinal, State of Arizona, or in the Federal District Court in the District of Arizona. In any legal action, the prevailing party in such action will be entitled to reimbursement by the other party for all costs and expenses of such action, including reasonable attorneys'fees as may be fixed by the Court. M. APPLICABLE LAW. Any and all disputes arising under any Agreement to be awarded hereunder or out of the proposals herein called for, which cannot be administratively resolved, shall be tried according to the laws of the State of Arizona, and GPEC shall agree that the venue for any such action shall be in the State of Arizona, Pinal County. N. CONTINUATION DURING DISPUTES. GPEC agrees that, notwithstanding the existence of any dispute between the parties, each party shall continue to perform the obligations required of it during the continuation of any such dispute, unless enjoined or prohibited by an Arizona court of competent jurisdiction. O. CITY REVIEW OF GPEC RECORDS. GPEC must keep all Agreement records separate for three years and make them available for audit by City personnel upon request . P. NOTICES. Any notice, consent or other communication required or permitted under this Agreement shall be in writing and shall be deemed received at the time it is personally delivered, on the day it is sent by facsimile transmission, on the second day after its deposit with any commercial air courier or express service or, if mailed, three (3) business days after the notice is deposited in the United States mail addressed as follows: If to City: Bryant Powell City Manager City of Apache Junction 300 East Superstition Boulevard Apache Junction, AZ 85119 Phone: (480) 474-5092 Fax: (480) 474-5110 Page 9 of 14 If to GPEC: Chris Camacho President and Chief Executive Officer Greater Phoenix Economic Council Two North Central Avenue, Suite 2500 Phoenix, Arizona 85004-4469 Phone: (602) 256-7700 FAX: (602) 256-7744 Any time period stated in a notice shall be computed from the time the notice is deemed received. Either party may change its mailing address or the person to receive notice by notifying the other party as provided in this paragraph. Q. TRANSACTIONAL CONFLICT OF INTEREST. Notwithstanding paragraph IV(J), all parties hereto acknowledge that this Agreement is subject to cancellation by the City pursuant to the provisions of A.R.S. § 38-511. R. NONLIABILITY OF OFFICIALS AND EMPLOYEES. No member, official or employee of the City will be personally liable to GPEC, or any successor in interest, in the event of any default or breach by the City or for any amount which may become due to GPEC or successor, or on any obligation under the terms of this Agreement. No member, official or employee of GPEC will be personally liable to the City, or any successor in interest, in the event of any default or breach by the GPEC or for any amount which may become due to the City or successor, or on any obligation under the terms of this Agreement. S. SEVERABILITY. City and Consultant each believe that the execution, delivery and performance of this Agreement are in compliance with all applicable laws. However, in the unlikely event that any provision of this Agreement is declared void or unenforceable (or is construed as requiring City to do any act in violation of any applicable laws, including any constitutional provision, law, regulation, or city code), such provision shall be deemed severed from this Agreement and this Agreement shall otherwise remain in full force and effect; provided that this Agreement shall retroactively be deemed reformed to the extent reasonably possible in such a manner so that the reformed agreement(and any related agreements effective as of the same date) provide essentially the same rights and benefits (economic and otherwise) to the Parties as if such severance and reformation were not required. Unless prohibited by applicable laws, the Parties further shall perform all acts and execute, acknowledge and/or deliver all amendments, instruments and consents necessary to accomplish and to give effect to the purposes of this Agreement, as reformed. T. CAPTIONS. The captions contained in this Agreement are merely a reference and are not to be used to construe or limit the text. U. NO THIRD PARTY BENEFICIARIES. No creditor of either party or other individual or entity shall have any rights, whether as a third-party beneficiary or otherwise, by reason of any provision of this Agreement. Page 10 of 14 V. Disclosure of Confidential Information If Required By Law. This agreement allows the Parties to disclose Confidential Information, as defined below, to each other under the following terms. In the opinion of the Parties to this Agreement: (1) the Confidential Information is the proprietary property of the Parties and is strictly confidential and privileged pursuant to, among other laws, A.R.S. §§44-401, et seq., (2) the release of the Confidential Information provided could cause harm to the Parties' competitive position, (3) the Confidential Information is potentially personal and private, and (4) the Confidential Information is exempt from disclosure under the Arizona Public Records and Open Meeting Laws, A.R.S. § 39-121, et seq. The Agreement does not license, assign, or convey any intellectual property or proprietary rights from any Party to any other Party. "Confidential Information" means non-public information, know-how, or trade secrets in any form, that: 1. Are designated as being confidential; or 2. A reasonable person knows or reasonably should understand to be confidential. The City must comply with and may be subject to certain disclosure requirements under the Arizona public records law (A.R.S. § 39-101, et seq.). The City may disclose Confidential Information if required to comply with a court order or other government demand that has the force of law. Prior to disclosure, the Party must: 1. Seek the highest level of protection available; and 2. Give GPEC reasonable prior notice of the request for records and identified responsive documents to allow them to seek a protective order, unless such notice is not permitted under law. W. ENTIRE AGREEMENT,WAIVERS AND AMENDMENTS. This Agreement may be executed in up to three (3) duplicate originals, each of which is deemed to be an original. This Agreement, including eleven (11) pages of text and the below-listed exhibits which are incorporated herein by this reference, constitutes the entire understanding and agreement of the parties. Exhibit A- GPEC Action Plan Exhibit B- GPEC Performance Measures Exhibit C -Targeted Industries Exhibit D - Reporting Mechanism for Contract Fulfillment Exhibit E- Insurance Requirements Exhibit F- Regional Cooperation Protocol This Agreement integrates all of the terms and conditions mentioned herein or incidental hereto, and supersedes all negotiations or previous agreements between the parties with respect to all or any part of the subject matter hereof. Except as otherwise expressly provided in this Agreement, any failure or delay by any party in asserting any of its rights or remedies as to any default, will not operate as a waiver of any default, or of any such rights or remedies, or deprive any such party of its right to institute and maintain any actions or proceedings which it may deem necessary to protect, assert or enforce any such rights or remedies. Page 11 of 14 All waivers of the provisions of this Agreement must be in writing and signed by the appropriate authorities of the City or GPEC, and all amendments hereto must be in writing and signed by the appropriate authorities of the parties hereto. [SIGNATURES APPEAR ON FOLLOWING PAGES] Page 12 of 14 IN WITNESS WHEREOF, the parties hereto have executed the Agreement this day of , 2023. City of Apache Junction, an Arizona municipal corporation By: Walter "Chip" Wilson, Mayor ATTEST: By: Jennifer Pena, City Clerk APPROVED AS TO FORM: By: Richard J. Stern, City Attorney STATE OF ARIZONA ) ) ss. COUNTY OF PINAL ) On this day of , 2023, before me, the undersigned Notary Public, personally appeared Walter "Chip" Wilson, who acknowledged himself to be the mayor of the city of Apache Junction, an Arizona municipal corporation, that he, as such officer, being authorized so to do, executed the foregoing instrument for the purposes therein contained, by signing the name of the corporation by himself as such officer. In witness whereof, I hereunto set my hand and official seal. Notary Public My commission expires: Page 13 of 14 GREATER PHOENIX ECONOMIC COUNCIL, an Arizona nonprofit corporation By: Chris Camacho, President & Chief Executive Officer STATE OF ARIZONA ) ss. COUNTY OF MARICOPA ) On this day of , 2023, before me, the undersigned Notary Public, personally appeared Chris Camacho, who acknowledged himself to be the President & Chief Executive Officer of Greater Phoenix Economic Council, an Arizona non-profit corporation, that he, as such officer, being authorized so to do, executed the foregoing instrument for the purposes therein contained, by signing the name of the corporation by himself as such officer. In witness whereof, I hereunto set my hand and official seal. Notary Public My commission expires: Page 14 of 14 GREATER PHOENIX ECONOMIC COUNCIL Action Plan Lp 1 I x `�Greater Phoenix , �, � �- Economic Council gpec.org // 602.256.7700 - , ti a 00vere past year, this market has future.This innovative undercurrent is we believe Gr- . seen major expansions planned by reflected in the vibrant momentum of Phoenix has the potential to be prominent companies, including Greater Phoenix, recognized as one of Intel and Taiwan Semiconductor the fastest-growing and most dynamic a global • "r in innovation, Manufacturing Company (TSMC). metropolitan areas in the United entrepreneurship • Along with their suppliers, these States. expansions are bringing billions of dollars of investments to the region At GPEC, we believe Greater Phoenix and quickly making Greater Phoenix has the potential to be a global leader a national hub of semiconductor in innovation, entrepreneurship and The tactics outlined in this action innovation.These legacy investments sustainability. This market is home plan will promote Greater Phoenix are bolstered by an increasing to the most dynamic and forward- as a leading market that drives number of startups and small thinking businesses in the world. innovation in a dynamic, anti-fragile businesses choosing to establish Paired with a talented and diverse and equitable economy where Letter themselves in Greater Phoenix — workforce, we are poised to meet the all residents benefit and prosper, from : together growing and diversifying the challenges of the future. and reinforces GPEC's place as a regional economy. preeminent economic development Chris We cannot achieve this vision alone. It organization, providing value to its Looking toward the future, I am takes a collective effort from business private and public sector partners. filled with a sense of excitement and leaders and policymakers to realize Camacho possibility.This is a time of rapid the full potential of a region. We must Thank you for your continued support change and transformation. New work together to create a welcoming and dedication to our shared vision. President • CEO technologies, ideas and industries are environment for new ideas and new Greater Phoenix reshaping the world around us. As an investments. A market that fosters Economic Council organization dedicated to economic creativity and collaboration ensures development and job creation, we are everyone is given the opportunity Chris Camacho uniquely positioned to help shape that to succeed. President&CEO,GPEC per, Our ur a ues The GPEC Way limpet Q We are an inclusive, diverse family To attract , • �I Min � - (3 We are change agents grow quality Q We lead from the front businesses, and ::, ;.... . �Ilk .®: ••:• Q We promote intellectual curiosity advocate for We remain on the edge Greater Phoenix's Q We are tenacious competitiveness , Q We are agile and adapt to change Q We are committed to selfless service a _ Our Vision Be the leading market driving innovation in a dynamic, anti -fragile and equitable economy that enables all residents to benefit and prosper. ACTION PLAN FY24 FY23 = 25 Strateg *ic Plan Goals .0 M Lead an ambitious shared Enhance the foundation of the Expand organizational capacity vision for the region's future economy with a focus on op to serve the Greater Phoenix economic future emerging and in economic ecosystem and meet industry sectors I the needs of the market Three-year Strategic Plan Goals Strategic Plan Strategies win Action Plan Tactics v, 5 i STRATEGIC PLAN GOAL 1 FY24 : Working collaboratively with partners at the local, state and federal level FY24 will focus on amplifying opportunities for action on economic imperatives impacting the Greater Phoenix region. M Mainumanow-., Strategies Q+ Convene the community to (+ Drive conversations around +Q Be a leading voice regionally articulate a vision for the region's policy priorities that enhance the and nationally on economic future and inspire action around pillars of an innovation economy development priorities key economic imperatives such as infrastructure, education and strategies and workforce development, - smart and agile land use, and a _= capital-friendly environment Tactics: { Establish regional economic health E-/j Advocate for Greater Phoenix's Host the 2024 IEDC r� metrics and share them through a economic roadmap with to state Leadership Summit lI centralized resource leadership to gain key investments Utilize owned media channels tof CI Continue to monitor and amplify Continue publishing thought amplify regional messaging and messages addressing regional leadership that drives a strategic grow GPEC's influence imperatives to encourage progress regional vision using data Continue to advocate for national E, Provide a platform for and analytics competitiveness by serving on organizations working to address Utilize the Washington D.C. the Secretary of Commerce's -DING A regional imperatives that expands ExecMission to advocate for the Investment Advisory Council their reach region's federal priorities by Pursue national media addressing key decision-makers BETTER opportunities to elevate the region and proactively shape narratives about Greater Phoenix Engage site selection consultants and key multipliers to enhance awareness about Greater Phoenix s - �i 3 _ w Kill 9 acxmkc.,P.,.n.. lap Ali GLOBAL MI n _ VVVI ® mum STRATEGIC PLAN GOAL 2 IF FY244.p t rate i es and T FY24 will build on the successes of the past year, proactively engaging audiences nationally and internationally to reinforce Greater Phoenix as a premier location for investment and expansion. Strategies Q Fortify business attraction efforts to 0 Enhance the perception of the Q Lead on data analytics and Q Intensify support for regional remain best-in-class and execute Greater Phoenix market as a cutting-edge research capabilities entrepreneurship with a focus on sector-focused strategies premier location for people and to provide intelligence to clients on equity, capital strategies and businesses to live, grow and work and stakeholders innovation in collaboration with regional partners Tactics: E- Share success stories of companies Maintain consistent messaging on key Develop and circulate data and tools Continue to support efforts in- expanding and relocating to the region topics and regional competitiveness by that assess market risk,workforce market that highlight the regional Evil Convey key messaging that resonates providing stakeholders with accurate availability, and economic vitality while entrepreneurship ecosystem and with international audiences to draw data and information identifying upcoming trends growth companies to attract capital attention to Greater Phoenix on the Highlight resources for new residents E Continue to collaborate with partner interest international stage and companies to assist in their full organizations to provide unique data [✓i Showcase and publicize local integration into the Greater Phoenix and analytics that inform activities companies that receive investment Collaborate with international groups to enhance international connectivity and ecosystem related to regional economic via GPEC's channels support foreign direct investment and Leverage key stakeholder and partner imperatives expansion in Greater Phoenix expertise to enhance messaging E Utilize qualitative and quantitative data points to develop compelling narratives STRATEGIC . N GOAL 3 - - FY241.* Strategies and T IcsJ� Building on its strong foundation, GPEC will continue to leverage internal _�� _ ' ' - 600- strengths in FY24 to ensure organizational health and demonstrable value to ��� 7� 1. F its stakeholders while maintaining best-in-class processes and talent. Strategies (+ Grow capacity through increased 0+ Coordinate with key (+ Evaluate organizational metrics Q+ Invest in and fortify internal Q+ Evaluate best practices and investment and diversified stakeholder groups to enable to measure impact beyond capabilities through recruitment bylaws to ensure the GPEC's funding to provide resources an agile response to the business attraction and professional development Board of Directors remains high- that enable execution against needs of Greater Phoenix to maintain a best-in-class caliber and activated to support strategic economic initiatives economic development team the organizational mission anchored in innovation Tactics: E--:/j Build on GPEC's strong Grow the reach of GPEC's Regional Evaluate and benchmark peer Continue to highlight GPEC staff E- Engage GPEC's Board through reputation to garner more public Reports and Ambassador program regions to improve upon best as experts in their respective fields creative opportunities for mutual company investment to engage regional stakeholders with practices and understand via recognition, certification and support of organizational missions CI Evaluate federal opportunities captivating content that provides competitive market advantages speaking opportunities and further connection with staff for funding that encourages education about the region Leverage stakeholder expertise to Chi Provide professional development and stakeholders innovation and cluster Work with communities via the implement new metrics opportunities to enhance Activate Board experience to development in the region Community Partnership Program knowledge and depth of economic support GPEC in the execution of Provide unparalleled value to to initiate creative solutions and development practices priority initiatives practices investors and maintain high innovative best p Remain preeminent in systems levels of recurring investment Collaborate with research management and economic development Ensure GPEC is a top regional and professionals across organizations national employer by sustaining to hone best practices in addressing regional needs a focus on diversity, equity and inclusion measures ACTION PLAN FY24 Approved Approved YOY YOY Metrics and Revenues FY24 FY23 Var.$ Var.% City/County Contract Revenue $2,863,157 $2,822,580 $40,577 1% Budget ve ry i ew Pledge Revenue $4,020,525 $3,783,476 $237,049 6% New Pledges $425,000 $500,000 $(75,000) (15%) GPEC calculated the metrics for FY24 based on historical In-Kind Contributions $140,500 $140,500 $- 0% performance and recent trends in office and industrial Special Events& Programs $202,000 $181,609 $20,391 11% Sponsorship Income $320,000 $281,000 $39,000 14% prospect activity. Grant Income $- $- $- 0% FY24 Metrics Other Income $1,000 $1,000 $- 0% Contract Target Stretch Total Revenue $7,972,182 $7,710,165 $262,017 3% Payroll (in Millions) $412.84 $458.71 $504.58 Jobs 7,060 7,845 8,629 Expenses Approved Approved YOY YOY /o FY24 FY23 Var.$ Var. - High-Wage Jobs 3,738 4,153 4,569 Business Development $772,695 $716,878 $55,817 8% Average High-Wage Salary $66,243 $73,603 $80,963 Marketing &Communications $538,268 $474,278 $63,990 13% Qualified Prospects 233 259 285 Research &Analytics $297,988 $261,720 $36,268 14% -Qualified International Prospects 43 48 53 Engagement $168,197 $167,647 $550 0% GPEC Assists 10 12 14 Strategy $- $67,680 $(67,680) (100%) Stakeholder Satisfaction with Regional Initiatives $245,365 $249,235 $(3,870) (2%) Business Attraction ' 7.0 7.3 7.6 Operations $467,681 $474,270 $(6,589) (1%) Community Return on Investment 2 40:1 44:1 48:1 Personnel $4,972,596 $5,072,166 $(99,570) (2%) Stakeholder Satisfaction with 70 73 76 Facilities $577,001 $561,033 $15,968 3% Competitive Position ' . . . Special Events& Programs $249,000 $181,609 $67,391 37% Average result from respondents of EDDT and 2 ROI is calculated as a ratio of direct revenue Total Expenses $8,288,791 $8,226,516 $62,275 1% Board of Directors end of year surveys from GPEC locates divided by funding from ° ) GPEC member communities Net Income/(Loss) $(316,609) $(516,351) $199,742 (39/° ACTION PLAN FY24 ------- ----------- M avaPai Co u�arico a • ty Pa C",ty Our Commun *d*ies F OO Las Vegas qp Albuquerque OT 22 cities, towns & Maricopa County Proposed 60 Wickenburg 17 Route 11 60 • Apache Junction Maricopa Peoria 101 • Avondale Mesa Surprise Fountain El Mirage— 101 Hills • 101 17 Buckeye Peoria 303 Youngtown Glendale Scottsdale 51 Los Angeles Tolleson • Casa Grande Phoenix _ 10 10 202 10 Avondale Phoenix a }} Mesa Apache 85 aG S Harbor Tempe unction • Chandler Queen Creek � International 60 Airport SR-30 Goodyear 10 Gilbert Extension 24 • El Mirage Scottsdale ' 202 202 \Phoenix-Mesa Gateway A = Chandler Queen Airport • Fountain Hills Surprise Creek U ,U a 85 a • Gila Bend Tempe 11 10 Proposed Route • Gilbert Tolleson Gila Bend 85 Distance in Miles $ Maricopa 0 5 10 N • Glendale Wickenburg 30mi.SW of Buckeye Casa Grande • Goodyear Youngtown OO San Diego 8 OO Tucson Builder Level HonorHealth • Bridge Relocation • Global Roofing Group • Rider Levett Bucknall • BNSF Railway vestors • Acronis SCS Intel Corporation Concierge : Gray Construction • RK Logistics Group • Caliber Companies • Air2o Isola Group • Bristol Myers Squibb Graycor Construction • RSM • Carvana • Alliance Bank of Arizona • JE Dunn Construction • BRPH • Green Maple Law Group • Ryan Companies US Inc. • Chicago Title Insurance • American Airlines • Kitchell • Bryan Cave Leighton • Haydon Building Corp • SDB Contracting Services Company-Arizona Visionary Level • American Express • Knight-Swift Paisner LLP • hardison/downey • Silicon Valley Bank • CoStar Group • Arizona Coyotes Transportation • Brycon Construction construction • Skanska • Cypress Office Properties -- �- • Arizona Diamondbacks • M Culinary • Burns&McDonnell • Hensley • SmithGroup • Enterprise&National aps iR� ' Arizona Republic/ • Mayo Clinic • Ca n ce r Treatm e nt • Hines • Social Television Car Rental LOCALiQ • Mid First Bank Centers of America • Holualoa Companies Network(STN) • Equity Land Group • Bank of America • Mortenson • CapRock Partners • HotFoot Recruiters • Southwest Airlines • Girl Scouts-Arizona • Banner Health • Oaktree Capital • Colliers International • Hunt,Guillot& • Southwest Gas Cactus- Pine Council Champion Level • Benchmark Management • Commonwealth Land Associates, LLC Corporation • Globe Corporation Electronics, Inc. • On Q Financial Title National • Immedia • Spencer Fane LLP • Horrocks Engineers • BMO Harris Bank • Perkins Coie LLP Commercial Services • Irgens • Sunbelt Holdings • Industrial Storage • BOK Financial • Phoenix Suns • Cresa • JLL • Sundt Construction • KTAR ARRAY • Brookfield Residential • Pivotal Group • Crescent Crown • Land Advisors • Terracon • Lyft TECHNOLOGIES • CBRE • Polsinelli Distributing Organization • The Howard Hughes • Macerich • Chicanos Por La Causa • Quarles&Brady • Crown Realty& • Lee&Associates Corporation • Merit Partners • Clayco • Rise48 Equity Development • Lincoln Property • The Plaza Companies • Meta CHASE !i COX • • Cousins Properties, Inc. • Sherman & Howard • Cushman &Wakefield Company • Trammell Crow Company • Midwestern University • Creighton University • Snell &Wilmer LLP • Davis Architecture • Mack Real Estate Group • Transwestern Commercial • MSSBTA • De Rito Partners • Merita e Homes Services • National Bank of Arizona • Desert Financial • Squire Patton Boggs g Credit Union • Valley Metro • Deloitte • MHG Relocation Services • TSMC • Newmark Knight Frank accelerator Level • Dignity Health • Valley of the • Deutsch Architecture • MST Solutions • University of Arizona • Northrop Grumman • D M B Associates Sun United Way Group • Nationwide Realty • USAA • Prologis • DSV • Vitalant • DFDG Architecture Investors • ViaWest Group • gBotica ly g p y Dircks Moving &Logistics . Northern Trust Wespac Construction, Inc • RED Development Arizona State i (31M Earl Warnin • Weitz Com an . DLR s M University Copperhirrt p • Off Madison Ave Wexford Science + EMD Electronics Resolution Copper • Empire Southwest • DP Electric • Okland Construction Technology • Sunstate Equipment • Ernst&Young Advocate Level • DPR Construction • Olsson Willmeng Construction Company • Freeport McMoRan Inc. • Aerotek • El Dorado Holdings • OneAZ Credit Union Wist Office Products • TerraCap Management •I I• Insight LapOn S /� MARICOPA . Global Credit Union • Aetna • EmployBridge • Opus Development • The Austin Company COMMUNITY COLLEGE` • Goodmans Interior • Alston Construction p Company• Enterprise Bank&Trust p y • Trinity Capital Structures • Archicon L.C.Architecture ' Equality Health • Page Supporter Level Investments (DPNCBANK ROG E RS • Goodwill of Central and • Arizona Israel Technology • Everest Holdings • Partners Personnel • Air Products and • Union Pacific Railroad KUDELSKIGROUP Northern Arizona Alliance • Expedient • Pathward Chemicals, Inc. • Van Trust Real Estate LLC • Grand Canyon University • Baker Development • FCL Builders • Phoenix Children's • Arizona Community • Western State Bank • Helios • Bell Bank • FirstBank Hospital Foundation • WhiteHaven 1 0�university • Hensel Phelps • Blue Cross Blue • Flinn Foundation • Preferred Lending • Atmosphere Commercial . Zillow �IWYfi. �a of Phoenix • Honeywell Shield of Arizona • Gammage&Burnham Partners Interiors TRATT PROPERTIES ' GCON Rexco Avnet Inc. As of May 31d,2023 CT) 11 i J Tube Conneri or - Listen . Share . Engage with us year- round for timely updates on the innovative ways we' re advancing Greater Phoenix, t� . EXHIBIT B GPEC PERFORMANCE MEASURES FY 2024 Specific performance targets as established by the GPEC Executive Committee and Board of Directors: 1. Payroll Generated $412.84M 2. Total Number of Jobs Created 7,060 3. Total Number of High-Wage Jobs' 3,738 4. Average High-Wage Salary $66,243 5. GPEC Assists2 10 6. Number of Qualified Prospects 233 7. Number of Qualified International Prospects 43 8. Community Return on Investment' 40:1 Footnotes: 1. High Wage Jobs:High wage jobs are those that are over 130%of the Phoenix MSA Median Wage(currently$59,245). 2. GPEC Assists:Companies that located in the region,for which GPEC provided assistance,that do not qualify as a locate due to project size for example;and would otherwise be listed as"non-reported locates." 3. ROI is calculated as a ratio of direct revenue from GPEC locates to all member communities divided by funding from GPEC member communities Page 1 of 1 EXHIBIT C TARGETED INDUSTRIES FY2024 GPEC and our member communities have identified targeted industries on a local and regional level, incorporating these industries into a regional economic development plan. For fiscal year 2024, GPEC will continue its emphasis on the following: Advanced Business Services;Aerospace&Defense; Battery &Energy Storage; Emerging Technologies;Healthcare and Biomedical; Manufacturing&Logistics; Mission Critical Operations; Semiconductor Ecosystem; and Software. Member communities will target the following: Apache Junction Manufacturing(focus on electronic equipment&components and electric&autonomous vehicles), distribution/logistics,retail, and hospitality/entertainment/tourism Avondale Healthcare;hospitality/tourism;manufacturing&logistics,technology;retail& entertainment; and technology Buckeye Advanced business services;renewable energy; high tech(data center and services); environmental technology/sustainability; standard and advanced manufacturing;medical and educational institutions; logistics/transportation/distribution; small business/incubator; aerospace/aviation; and ag-tech Casa Grande Advanced manufacturing; automotive technology; transportation/logistics; healthcare/medical services; aviation/aerospace; and hospitality/entertainment Chandler Advanced business services; corporate/regional headquarters; healthcare; advanced manufacturing; software development; aerospace/aviation; automotive technology; and applied research El Mirage Business Services; standard and advanced manufacturing;transportation;warehousing/distribution; heavy industrial; food, fiber,and natural products; and aerospace aviation Fountain Hills Advanced business services; financial services;healthcare,medical,bio-life sciences and wellness; entrepreneurship/small business;tourism; and retail Gila Bend Clean technology(manufacturing/central station generation/R&D); warehousing/transportation/distribution;military supply chain;tourism/hospitality; standard manufacturing; agriculture/agri-biotechnology; food, fiber and natural products; aerospace/aviation; and heavy industrial Pagel of 3 Gilbert Aerospace/aviation and defense; advanced business and professional services; finance and insurance; healthcare and education services; information communication technology; manufacturing; clean and renewable technology; and related corporate/regional headquarters Glendale Advanced business services; aerospace, aviation and defense;healthcare and bioscience; manufacturing; technology and innovation Goodyear Advanced business services; advanced manufacturing; medical manufacturing; aerospace, aviation and defense; corporate and regional headquarters; entrepreneurial/start-ups;technology;healthcare and biomedical(treatment,medical diagnostics,research&development); and higher education Maricopa(City) Professional and business services; healthcare services; small business and entrepreneurship; higher education and education technology; agribusiness/agrisciences; and visitor/hospitality commerce; semiconductor; EV manufacturing; high tech; and research and development Mesa Standard and advanced manufacturing including medical device; automotive technology and aerospace/aviation/defense; advanced business services; cybersecurity; information technology; healthcare/life sciences;mission critical operations; tourism; regional and corporate centers; and research &development Peoria Advanced business and financial services; aerospace/airport; advanced manufacturing; bioscience and healthcare;technology and innovation; innovation; and research and development Phoenix BioSciences/healthcare; advanced business services; advanced manufacturing; data centers; sustainable enterprises; emerging industries,EV and their supply chains;higher education;trade and FDI; circular economy; food system entrepreneurship and innovation Queen Creek Advanced Manufacturing; agritainment/destination tourism; healthcare; I.T./software; and business services Scottsdale IT services and software; financial and insurance services and technology; healthcare services and innovation; logistics Management; tourism; and corporate headquarters Surprise Advanced business services; advanced manufacturing and rail-served industry; corporate/regional headquarters innovation/entrepreneurship/emerging technology;medical,healthcare and life science technologies, services; signature retail; specialty services for global companies/FDI; tourism and hospitality Tempe Advanced business services(financial services);high tech/software(R&D, data center and services); high-tech/next generation electronics; aerospace R&D/aviation;bioscience(research,drug development, Page 2 of 3 treatment,medical diagnostics); corporate/regional headquarters; sustainability(environmental); advanced materials/plastics; software as a service; clean tech,renewable energy and manufacturing Tolleson E-Commerce/fulfillment centers;resort/tourist-oriented development; expanded retail opportunities; small manufacturers with some related retail and offices Wickenburg Resort/tourist-oriented development;healthcare with an emphasis on behavioral health;transportation& distribution; expanded retail opportunities; senior industries, equestrian and rodeo industries Youngtown Youngtown is in the throes of developing a commerce park. The park will target second-stage small manufacturers with some related retail and offices. Page 3 of 3 EXHIBIT D FY 2024 REPORTING MECHANISM FOR CONTRACT FULFILLMENT Monthly Activity Report - Month, Year BUSINESS ATTRACTION PERFORMANCE METRICS: GPEC Progress Toward Goals Annual Contract Actual Goal %of Targeted Opportunities Goal YTD YTD Goal YTD PAYROLL GENERATED(MILLIONS) NUMBER OF JOBS NUMBER OF HIGH-WAGE JOBS AVERAGE HIGH WAGE SALARY QUALIFIED PROSPECTS QUALIFIED INTERNATIONAL PROSPECTS GPEC ASSISTS COMMUNITY RETURN ON INVESTMENT KEY BUSINESS ATTRACTION ACTIVITIES AND OTHER GPEC ACTIVITIES GPEC continues to target high-wage industries(Advanced Business Services;Aerospace&Defense; Battery& Energy Storage;Emerging Technologies;Healthcare and Biomedical;Manufacturing&Logistics;Mission Critical Operations;Semiconductor Ecosystem; and Software) Page 1 of 1 EXHIBIT E INSURANCE REQUIREMENTS The City's insurance requirements are minimum requirements for this Agreement and in no way limit the indemnity covenants contained in this Agreement. The City in no way warrants that the minimum limits required of GPEC are sufficient to protect GPEC from liabilities that might arise out of this Agreement for GPEC, its agents, representatives, employees or Contractors and GPEC is free to purchase such additional insurance as may be determined necessary. A. Minimum Scope and Limits of Insurance. GPEC shall provide coverage at least as broad as the categories set forth below with limits of liability in amounts acceptable to the City. 1. Commercial General Liability - Occurrence Form (Form CG 0001, ed. 10/13 or any replacements thereof) General Aggregate/per Project Products-Completed Operations Aggregate Personal &Advertising Injury Each Occurrence Fire Damage (Any one fire) Directors and Officers Medical Expense (Any one person) Optional 2. Automobile Liability-Any Auto or Owned, Hired and Non-Owned Vehicles (Form CA 0001, ed. 10/13 or any replacement thereof) Combined Single Limit Per Accident for Bodily Injury and Property Damage 3. Workers' Compensation and Employers' Liability Workers' Compensation Statutory Employers' Liability B. Self-insured Retentions. Any self-insured retentions must be declared to and approved by the City. If not approved, the City may request that the insurer reduce or eliminate such self-insured retentions with respect to City, its officers, officials, agents, employees and volunteers. Paget of 3 C. Other Insurance Requirements. The policies are to contain, or be endorsed to contain, the following provisions: 1. Commercial General Liability a. The City, its officers, officials, agents, employees and volunteers are to be named as additional insureds with respect to liability arising out of. activities performed by or on behalf of GPEC, including the City's general supervision of GPEC; products and completed operations of GPEC; and automobiles owned, leased, hired or borrowed by GPEC. b. GPEC's insurance shall include broad form contractual liability coverage. C. The City, its officers, officials, agents, employees and volunteers shall be additional insureds to the full limits of liability purchased by GPEC, even if those limits of liability are in excess of those required by this Agreement. d. GPEC's insurance coverage shall be primary insurance with respect to City, its officers, officials, agents, employees and volunteers. Any insurance or self- insurance maintained by City, its officers, officials, employees or volunteers shall be in excess of GPEC's insurance and shall not contribute to it. e. GPEC's insurance shall apply separately to each insured against whom claim is made or suit is brought, except with respect to the limits of the insurer's liability. f. Coverage provided by GPEC shall not be limited to the liability assumed under the indemnification provisions of this Agreement. g. The policies shall contain a waiver of subrogation against City, its officers, officials, agents, employees and volunteers for losses arising from work performed by GPEC for the City. 2. Workers' Compensation and Employers'Liability Coverage. The insurer shall agree to waive all rights of subrogation against City, its officers, officials, agents, employees and volunteers for any and all losses arising from work performed by the Contractor for the City. D. Notice of Cancellation. Each insurance policy required by the insurance provisions of this Agreement shall provide the required coverage and shall not be suspended, voided, canceled by either party, reduced in coverage or in limits except after thirty(30) calendar days'prior written notice has been sent to City at the address provided herein for the giving of notice. Such notice shall be by certified mail, return receipt requested. Page 2 of 3 E. Acceptability of Insurers. Insurance is to be placed with insurers duly licensed or approved unlicensed companies in the State of Arizona and with a "Best's" rating of not less than A-:VII. City in no way warrants that the above required minimum insurer rating is sufficient to protect GPEC from potential insurer insolvency. F. Verification of Coverage. GPEC shall furnish City with Certificates of Insurance (ACORD form or equivalent approved by City) and with original endorsements effecting coverage as required by this Agreement. The certificates and endorsements for each insurance policy are to be signed by a person authorized by that insurer to bind coverage on its behalf. Any policy endorsements that restrict or limit coverage shall be clearly noted on the Certificate of Insurance. All certificates and endorsements are to be received and approved by City before work commences. Each insurance policy required by this Agreement must be in effect at or prior to commencement of work under this Agreement and remain in effect for the duration of the project. All certificates of insurance required by this Agreement shall be sent directly to City at the address and in the manner provided in this Agreement for the giving of notice. City's Agreement/Agreement number, GPEC's name and description of the Agreement shall be provided on the Certificates of Insurance. City reserves the right to require complete certified copies of all insurance policies required by this Agreement, at any time. G. Approval. During the term of this Agreement, no modification may be made to any of GPEC's insurance policies which will reduce the nature, scope or limits of coverage which were in effect and approved by the City prior to execution of this Agreement. Page 3 of 3 Regional Cooperation Protocol Policy Greater Phoenix Economic Council and Economic Development Directors Team The foundation of this policy is built on trust and the spirit of regional cooperation among the entities involved. GPEC and the Economic Development Directors of its member communities agree and acknowledge that it is important that they work together as partners on projects involving the communities which GPEC represents, regardless of the source of the lead, as follows: 1. Demonstrate a commitment to the positive promotion of the Greater Phoenix, specifically, GPEC member communities, as a globally competitive region. 2. Maintain the highest standards of economic development prospect handling, including confidentiality, without jeopardizing a prospect's trust to secure the probability of a regional locate. Partners agree to respect the prospect's request for confidentiality but also agree to notify each other as to the existence of a project with a confidentiality requirement when able and shall make a good-faith effort to involve the appropriate state,regional or local partners at the earliest possible time. 3. Unless otherwise restricted,agree to coordinate through GPEC for any prospect considering a project in Maricopa County or in any of the communities that GPEC represents,understanding that GPEC is in a unique position to represent and speak on regional economic development issues and on characteristics of the region's economy. Likewise, GPEC acknowledges that communities are in the best position to speak about local incentives and efforts surrounding the local economy. 4. For projects that originate with a GPEC member community, GPEC will be available for confidential research access,topical expertise or as a service provider,to add value to the community in securing the project. Additionally, GPEC will not e-track the project unless the community lead makes such a request to do so. 5. Provide accurate and timely information in response to specific requests by all prospects. When a client has narrowed sites to specific GPEC member communities,GPEC will make a good faith effort to inform those affected EDDT members first. EDDT members agree to provide information solely on their own community when the information requested is site-specific(i.e.,cost of land,taxes, development fees,utility availability and cost,zoning process timing,permit timing and local incentives). When site-specific information related to other GPEC communities is requested, EDDT members agree to(i) direct GPEC prospects back to GPEC or(ii)direct non-GPEC generated prospects to contact the affected communities directly,and as a courtesy,contact the affected communities. 6. Agree that regardless of the lead source,public locate announcements shall be coordinated among the company, GPEC member community,and GPEC to reflect inclusiveness and cooperation of all partners (subject to any confidentiality requirements). 7. GPEC and EDDTs will advocate for a robust operating budget for the state economic development agency,and champion sound statewide economic development programs and policies. 8. Discourage the proactive offering of local,municipal financial incentives for existing jobs to companies with current operations in another GPEC community. 9. Inform GPEC member community when a company visits or physical site visit within that community will occur. Economic Development Directors will be the primary point of contact for the company when community information is needed. 10. Agree that the consideration of a future community to GPEC's membership will be brought before Page 1 of 2 EDDT for discussion in advance of any board consideration. EDDT will make a recommendation on the addition of a new community to GPEC's President and CEO. 11. Formalize a process to convene GPEC and Economic Development Directors of GPEC member communities biannually, and cooperate in the exchange of information and ideas reflecting practices, procedures and policies relating to prospect handling and regional economic development. 12. Work collectively to maintain a high level of trust and integrity by and between GPEC and the Economic Development Directors of GPEC member communities,utilizing differing views as an opportunity to learn. 13. When conducting market intelligence initiative objective, GPEC staff will coordinate with EDDT to ensure coordination and communication. 14. When a Prospect Information Form(PIF)is issued by the state economic development agency GPEC will coordinate the region's response. All PIF submissions will be directed to GPEC's attention and GPEC will assemble the response and return to the state economic development agency. 15. It is understood GPEC will or may host annual executour(s) and/or other marketing familiarization tour(s)to promote the regional communities. GPEC will make every attempt to provide as much interaction time between the executour guests and EDDTs. It is understood EDDTS will inform GPEC of any upcoming executour(s)and/or other marketing familiarization tours scheduled by their office. 16. Partners agree to enter into a mediation process if there is evidence that this Protocol has not been observed in a material respect or a professional conflict arises that cannot be settled. This mediation process will be convened by the EDDT Chair,who may, at his/her discretion,consult or involve GPEC's President and CEO in addition to others with topical expertise central to the conflict. Page 2 of 2 CITY COUNCIL MEETING ROLL CALL Date: Work Study&, Regularly Special S: ' E. S: E: I S: E: CITY COUNCIL: Present Ab/excu Present �b/excu Present Ab/excu MAYOR W I LSO N t/ VICE MAYOR SCHROEDER COUNCILMEMBER CROSS COUNCILMEMBER HECK V- / COUNCILMEMBER JOHNSON l/ / COUNCILMEMBER NESSER I/ COUNCILMEMBER SOLLER TOTAL CITY STAFF: Present Ab/excu Present Ab/excu Present Ab/excu 11 City Manager Bryant Powell Assistant City Manager Matt Busby City Clerk Jennifer Pena V", City Attorney Joel Stern V Assist to City Manager Public Information Officer Al Bravo ✓ Public Safety Director Michael Pooley Dev Services Director Rudy Esquivias PW Director Ted Wolff Parks& Rec Director Liz Langenbach ED Director Patrick Ainsworth Library Director Pam Harrison Finance Director Leslie DeReche HR Director Anna McCray Water District Director Mike Loggins Municipal Judge A. Doug LaSota OTHERS: Deputy City Clerk Evie McKinney Int.Planning Manager Sidney Urias ✓ Building&Safety Mngr Adrian Alegria Senior Planner Planner Kelsey Schattnik Associate Planner Nick Leftwich PW Project Engineer Raquel Schatz City Engineer Emile Schmid �C S:\Templates & Forms\Roll Call -City Council -Attendance.docx sc( LM_0_ ' City Council VOTE - ROLL CALL ITEM # MEETING OF &JA!P19°1 MOTION BY: SECONDED BY: /Y�.l.v NOTES: 0_t)fl S e n-r .;?3 -a?? SO 6-6 - <1P-Cc jkeh .30 / S— (t.- e 2c6 AA;vn a 177 ides 03- 3/9 cV 606AA-1 6 %Mean c9.g YES NO ABSTAINED CITY COUNCIL COUNCILMEMBER SOLLER VICE MAYOR SCHROEDER v COUNCILMEMBER NESSER COUNCILMEMBER CROSS COUNCILMEMBER HECK COUNCILMEMBER JOHNSON MAYOR WILSON TOTAL UNANIMOUS IN FAVOR OPPOSED ABSTAINED TOTAL Vote sheet 1 5:/5—Templates&Forms/Vote Call—City Council City Council VOTE - ROLL CALL ITEM # u MEETING OF MOTION BY: V��q/V�el/' SECONDED BY: S1 a-Cin, NOTES:—?. YES NO ABSTAINED CITY COUNCIL: COUNCILMEMBER NESSER ✓ COUNCILMEMBER JOHNSON ✓ COUNCILMEMBER CROSS ✓ COUNCILMEMBER HECK COUNCILMEMBER SOLLER VICE MAYOR SCHROEDER MAYOR WILSON TOTAL UNANIMOUS IN FAVOR OPPOSED ABSTAINED TOTAL Vote sheet 2 S:/5—Templates&Forms/Vote Call—City Council J City Council VOTE - ROLL CALL ITEM # I a MEETING OF MOTION BY: �n Sru` SECONDED BY: NAA=.L^_ NOTES: n 1 p /� Boa ,, , YES NO ABSTAINED CITY COUNCIL: COUNCILMEMBER SOLLER ✓ COUNCILMEMBER NESSER 1/ COUNCILMEMBER CROSS V COUNCILMEMBER JOHNSON ✓ VICE MAYOR SCHROEDER ✓ COUNCILMEMBER HECK MAYOR WILSON TOTAL UNANIMOUS IN FAVOR OPPOSED ABSTAINED TOTAL Vote sheet 3 S:/5-Templates&Forms/Vote Call-City Council City Council VOTE - ROLL CALL ITEM # MEETING OF V/ "/ 0 � MOTION BY: �� �lt�D((1[_� SECONDED BY: NOTES: !7 C A 'ram? +`1164 Ie C1ow- YES NO ABSTAINED CITY COUNCIL: COUNCILMEMBER HECK COUNCILMEMBER CROSS ✓ VICE MAYOR SCHROEDER COUNCILMEMBER NESSER ✓ COUNCILMEMBER JOHNSON COUNCILMEMBER SOLLER ✓ MAYOR WILSON V TOTAL UNANIMOUS IN FAVOR OPPOSED ABSTAINED TOTAL Vote sheet 4 5:/5—Templates&Forms/Vote Call—City Council ,'� �- �. r City Council VOTE - ROLL CALL ITEM # �� MEETING OF MOTION BY: SECONDED BY: NOTES: Vs -3 13 4' a: i j Cal-aa Fas 0 •-4.t�rl 1 YES NO ABSTAINED CITY COUNCIL: COUNCILMEMBER CROSS COUNCILMEMBER HECK COUNCILMEMBER JOHNSON VICE MAYOR SCHROEDER COUNCILMEMBER NESSER V COUNCILMEMBER SOLLER (/ MAYOR WILSON L/ TOTAL UNANIMOUS IN FAVOR OPPOSED ABSTAINED TOTAL J Vote sheet 5 S:/5—Templates&Forms/Vote Call—City Council City Council VOTE - ROLL CALL ITEM # MEETING OF MOTION BY: d"'A AOn I�)A SECONDED BY: NOTES: 023 j 3 a b A JIQ. Gl LI n eJAA Ajcde- CV�I dcJY�nSa�n PCu$ L(c�..ioat- 4- Le (%x-At&pes YES NO ABSTAINED CITY COUNCIL: COUNCILMEMBER CROSS COUNCILMEMBER HECK COUNCILMEMBER JOHNSON VICE MAYOR SCHROEDER COUNCILMEMBER NESSER COUNCILMEMBER SOLLER MAYOR WILSON TOTAL UNANIMOUS IN FAVOR OPPOSED ABSTAINED TOTAL Vote sheet 5 _ )Ev- S:/5—Templates&Forms/Vote Call—City Council Date: 202-3 CITY OF APACHE JUNCTION REQUEST TO SPEAK FORM Please fill out completely and return to the City Clerk PRIOR to the conclusion of the City Manager's Report portion of the agenda. would like to speak on Agenda Item #: would like to speak on a Non-Agenda matter regarding: Cc, L L- -tG Do you wish to speak before Council on this item? Yes No Only If Necessary //�� I am in favor of the proposed Item. I am opposed to the proposed Item. (5' C&e q C `Lo " (� -e A-- First N me Last Name (PRINT) _ u� 57' Address City Zip Code �2-L- 3 -2- 7 6-6 elephone Email address This information will be used by staff for follow-up, if necessary. Speakers shall make comments directly to the Mayor and City Council when called up to speak at the podium. Note: Call..tor,the Public comments have a three minute limit and Public Hearing comments have a five minute limit. Consent for Minor to be Audio and/or Video Recorded: I, , as the parent/guardian of (minor(s)), a minor(s), agree to allow said minor(s) to appear and/or participate in the City of Apache Junction City Council Meeting. I further understand that this activity may be audio and/or video recorded and I hereby consent to the minor being audio and/or video recorded during his/her participation with the likelihood that their image will appear on cable TV and the internet video stream showing their participation. A.R.S. § 1-602 (A)(9). Signature of Parent/Guardian Date 08/26/2019 FLc�fj� L Date: CITY OF APACHE JUNCTION REQUEST TO SPEAK FORM Please fill out completely and return to the City Cleric PRIOR to the conclusion of the City Manager's Report portion of the agenda. would,like to speak on Agenda Item #: would like to speak on a Non-Agenda matter regarding: �� L-�2► Do you wish to speak before Council on this item? Yes__.I>L— No Only If Necessary I am in favor of the proposed Item. I am opposed to the proposed Item. PNDR(E , First Name Last Name (PRINT) 5 5(E-,�-))2� I R,- R .t) ssj ( 9 Address City Zip Code - Of37 411,f j M C,1D Vh Telephone Email add ess This information will be used_by staff for follow-up, if necessary. Speakers shall make comments directly to the Mayor and City Council when called up to speak at the podium. Note: Call to the Public comments have a three minute limit and Public Hearing comments have a five minute limit. Consent for Minor to be Audio and/or Video Recorded: I, , as the parent/guardian of (minor(s)), a minor(s), agree to allow said minor(s) to appear and/or participate in the City of Apache Junction City Council Meeting. I further understandthat this activity maybe audio and/or video .recorded and I hereby consent to the minor being audio and/or video recorded during his/her participation with the likelihood that their image will appear on cable TV and the internet video stream showing their participation. A.R.S. § 1-602 (A)(9), Signature of Parent/Guardian Date 08/26/2019 Date: CITY OF APACHE JUNCTION REQUEST TO SPEAK FORM Please fill out completely and return to the City Clerk PRIOR to the conclusion of the City Manager's Report portion of the agenda. would like to speak on Agenda Item 7. I 2 �)_ 3 S [would like to speak on a Non-Agenda matter regarding: Do you wish to speak before Council on this item? Yes No Only If Necessary,_ B am in favor of the proposed Item. I am opposed to the proposed Item. First Name Last Name (PRINT) L ,'� C� Address City Zi Code l S 22 ,E r� �►� �` l Telephone Email address This information will be used by staff for follow-up, if necessary. Speakers shall make comments directly to the Mayor and City Council when called up to speak at the podium. Note: Call to the Public comments have a three minute limit and Public Hearing comments have a five minute limit. Consent for Minor to be Audio and/or Video Recorded: I, , as the parent/guardian of (minor(s)), a minor(s), agree to allow said minor(s) to appear and/or participate in the City of Apache Junction City Council Meeting. I further understand that this activity may be audio and/or video recorded and I hereby consent to the minor being audio and/or video recorded during his/her participation with the likelihood that their image will appear on cable TV and the internet video stream showing their participation. A.R.S. § 1-602 (A)(9). Signature of Parent/Guardian Date 08/26/2019