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PLANNING AND ZONING Community Development Department 10000 N. El Mirage Road, El Mirage, Arizona 85335 623-876-2996; Fax 623-876-4605; TDD 623-933-3258 www.elmirageaz.gov 1 MEMORANDUM Development Application Review Comments TO: Scott Finney, Phoenix Door. Inc. FROM Jose A. Macias, Senior Planner Development Services Department, Planning & Zoning RE: PZ23-08-14 Phoenix Door Expansion DATE: October 18, 2023 Mr. Finney, Please see the review comments from El Mirage Technical Advisory Committee (TAC) for the proposed site plan approval zoning application mentioned above. BUILDING & SAFETY – Brigham Bennett 1. No comments. ECONOMIC DEVELOPMENT – Tom Doyle 2. Economic Development fully supports this project. Phoenix Door has been a great business partner in El Mirage for several years. ENGINEERING – Bryce Christo 3. See the attached memorandum. FIRE DEPARTMENT – Jason Napier 4. See the attached memorandum. PLANNING & ZONING – Jose A. Macias Site Plan 5. Trash enclosure shall be screened from the public view. 6. Show parking calculations breakdown (Required & provided). Office, storage, workshop, and other uses. 7. Parking on the south parcel will not be counted towards the expansion parcel. 8. Parking Waiver is required due to not meeting the parking requirement, a parking demand study shall be submitted (See zoning code §154.104.G.5.) 2 9. Please add the following statement to the site plan. a. “Any change of use or occupancy of any building or buildings, including additions thereto requiring more parking, shall not be permitted until such additional parking spaces as required by this chapter are furnished.” Preliminary Landscape Plan 10. Legend is missing the quantity of trees and shrubs. 11. All required trees shall be a minimum of 15 gallons in size and at least 50% of those trees must be 24-inch box or larger size. All shrubs shall be a minimum of five gallons in size. All 15-gallon trees must be a minimum of eight feet in height, four feet in spread, and one and one-quarter inches trunk caliper at the ground level. All 24-inch box and larger trees shall be a minimum of ten feet in height, four feet in spread and two and a half inches trunk caliper at the ground level. a. Actions required: Revise the LS plan to meet the 50% of trees to be in a 24” box and 10” in height, four feet in spread and two and a half inches trunk caliper at the ground level. 12. All changes in landscape plans before, during, or after preliminary or final landscape plan approval and/or landscape installation shall be approved by the Zoning Administrator or his or her designee. 13. Review zoning code section 154.102(I) Final Inspection Plan for requirements to be submitted for the construction documents. 14. Review zoning code section 154.102(G) Irrigation Standards for requirements to be submitted for the construction documents. Signage 15. A separate sign permit for signs other than for the address and building numbers will be required, this includes monument, pole, wall signs and other sign types permitted. Final Plat 16. A final plat will be required to record easements and/or dedication of land prior to issuing the Certificate of Occupancy. Separate fees will apply. $1,000.00 plus $10.00 per lot/tract. POLICE DEPARTMENT – Andrew Vanderwerf 17. No comment. PUBLIC WORKS – Scott Ketchmark 18. Water service line /meter/meter box appear to be under driveway entrance. a. See water notes #19 19. No fire hydrant auxiliary valves noted. 20. No fire line backflow size/type noted. 21. No fire line isolation valve noted. 22. No water service line materials/size noted. 3 23. No landscape irrigation service/backflow noted. If you have any questions regarding these comments or would like to set-up a follow up meeting or call, please feel free to contact my office. Engineering Development Services Department 10000 N El Mirage Road, El Mirage 85335 623-972-8116; Fax 623-876-4605; TDD 623-933-3258 www.elmirageaz.gov MEMORANDUM TO: Jose Macias, Planner/GIS FROM: Bryce Christo, P.E., Assistant City Engineer SUBJECT: Phoenix Door – Development Application Review DATE: 10-18-23 Below are the Engineering Division’s comments for the above referenced submittal prepared in September 2023. These items will have to be addressed prior to the Planning and Zoning Meeting. 1. None The below items will have to be addressed during the Construction Plan Submittal. Civil Plans Preliminary Site Plan (Sheet SP1) 1. Remove the reference to Section 3, T3N, R1E on the Vicinity Map. 2. Show the building setback lines. This parcel is zoned EI which requires a 20 foot front setback and 5 foot side and rear setbacks. 3. The project is responsible for dedicating an 8-foot wide Public Utility Easement (PUE) along the Butler Drive frontage. No walls or trees shall be placed within the proposed PUE. 4. The existing 30 foot easement along the east property line is for Roadway Access and Public Utilities. The expanded 60 foot easement shall be described the same way. 5. Parking a. The Parking Analysis notes to remove the “26 spaces north of the existing building in the turnaround area”. There appears to only be 18 spaces in this location. Please verify. b. The number of parking spaces shown in the Parking Analysis breakdown does not appear to match the number of spaces, existing or proposed, shown on the Site Plan. Please verify. c. Provide Parking Calculations per Section 154.104(G) of the City Code to determine the required number of parking spaces for the various uses. Also note the total number of parking spaces provided including the number of ADA (standard and van accessible) spaces. d. If parking spaces will be removed and/or added to APN 501-46-852, separate calculations will be required for that parcel as well. e. There appears to be 60 proposed parking spaces on APN 501-46-851 which requires 3 ADA spaces. Two shall be a standard ADA spaces (8’ space and 5’ 2 aisle) and one shall be a van accessible space (8’ space and 8’ aisle or 11’ space and 5’ aisle). f. If the parking provided is less than the parking required per Code, a Parking Waiver must be submitted. This document shall include the number of spaces required per City Code, the number of spaces actually required by the site and how that number was determined and explain how additional spaces can be accommodated if required in the future. g. Verify that the parking space dimensions meet the requirements of City Detail EM-157 for both the angled and non-angled spaces. h. When parking spaces are adjacent to a sidewalk, the sidewalk shall be a minimum of 6 feet wide or 5 feet wide with parking blocks. i. Parking spaces shall be striped with a minimum of 4-inch painted lines. 6. A 37,500 square foot building requires a minimum of one 12’x70’ loading berth. 7. The proposed driveways shall be per MAG or City details. A stop sign is recommended at the proposed exit driveway. Verify that the proposed driveways have a minimum throat of 50 feet or more if the trucks that visit this site are longer. Trucks that queue at the entrance driveway gate shall remain outside of the roadway. 8. The western driveway shall align with northbound 125th Avenue. 9. Show the sight distance requirements at the proposed exit driveway per City Detail EM- 158. 10. Show the separation, measured from nearest face of curb to nearest face of curb, between the proposed driveways, roadway intersections and any existing driveways. Driveway spacing shall adhere to City Code Sections 154.103 (C) and (D) and City Detail EM-259. See Comment #55. 11. Provide dimensions of all drive aisles, sidewalks, etc. on the plan. 12. Drive aisles shall be a minimum of 25 feet wide and the fire lanes shall be a minimum of 26 feet wide. The fire lanes shall be designed to handle 75,000 lbs. A Geotechnical Report will be required for this project and it should provide a recommended design section for these lanes and any other pavement sections. 13. 6-inch MAG type curbing is required around all driveways and parking lots. Curb that carries drainage shall include a gutter. The curbing shall be no closer than 3 feet to any property line. The curb along the east side of the property appears to be within the 3 feet. 14. Provide a template that shows how a vehicle with a minimum inside radius of 19.5 feet and the outside radius of 45 feet can maneuver through the site. The template shall be 20 feet wide. 15. Signs will be required to show which driveways and on site drive aisles are one way. 16. Show how the two parcels tie together. Any improvements to APN 501-46-852 will require permission from the property owner and shall be included in the improvement plans. 17. A trash enclosure shall be proposed on site per City Detail EM-113. 18. Restripe the 6-inch thermoplastic shoulder stripe along the property frontage. 19. Plans shall include applicable City Notes. Call out MAG, City, etc. details to be used. Use the City’s 2023 Design & Development Standards Manual (DDSM) as a guide for the final design. Utility Plans (Separate Utility Plans were not submitted) 20. Domestic and landscape services each require a separate tap, meter and backflow preventer. The minimum service size shall be 1 inch. Meters shall be within the right of way and backflow preventers shall be on private property but not within the PUE. 3 21. The fire line shall loop the building and provide a second tap in Butler Drive. There must be an existing main line valve between the two taps or one must be installed. 22. Water valves are required along the fire line, approximately every 500 feet, and at locations so that the maximum number of hydrants to be out of service is two. 23. Hydrants shall be spaced at a maximum of 300 feet around the building. Final hydrant locations will be reviewed by the Fire Department. All hydrants, public or private, require markers per MAG Detail 122. 24. Show utility horizontal and vertical clearance information per MAG Detail 404 and City Detail EM-402. 25. All aboveground utilities shall maintain a minimum of 6 feet of clearance from all fire hydrants and fire suppression devices per City Detail EM-361. 26. It is recommended that each proposed driveway have at least one streetlight. Grading & Drainage Plans (Sheets C1 to C3) 27. Drainage Calculations a. The site is responsible for retaining the drainage from the site and the adjacent half right of way of Butler Drive therefore the total area is approximately 304,741 square feet. Update the calculations accordingly. b. Provide calculations for each retention basin. Provide High Water Level (HWL) and bottom elevations, volumes required and provided and overflow elevations. The existing volume of the basin on Parcel No. 501-46-852 shall be determined via the survey. c. The Volume Provided shall be determined via stage-storage type calculations for each basin. d. Using a percolation rate of 0.8 cfs is allowed per Code but it is recommended to use 0.1 cfs. Testing during construction will be required to determine the actual percolation rate and number of drywells required. e. Calculations for any curb openings, pipes, etc. will be required. This includes pipe capacity, opening widths, etc. as applicable. f. A Tributary Area Map is required. 28. Fill in the Estimated Earthwork Table. 29. City Sanitary Sewer Notes are not required. 30. Construction Notes a. Note CC – This note references a Sheet C4 which was not included. b. Note SC – The sawcutting into Butler Drive shall be a minimum of 2 feet. Please note that the Butler Drive pavement section is approximately 8 inches of AC. c. The plans show callouts for “SD”, “DI” and “TD” but there were no descriptions provided for these items. 31. Show surface water drainage arrows and slopes on the plans. 32. Side slopes adjacent to the public right of way, areas where pedestrian access is permitted and within Public Utility Easements (PUE) shall be 6:1 or flatter. There shall be at least two feet of level ground between any wall or vertical obstruction and the top of any side slope grading. 33. The finished floor elevations are required to be a minimum of 12 inches above the 100- year high-water level of any adjacent retention basin and 14 inches above the ultimate outfall of the site. Show the location and elevation of the ultimate outfall for this site. 34. Show the building setbacks on the plans. The 100 year water elevation of the proposed retention basins shall be located a minimum of 4 feet away from any structures, a minimum of 20 feet away from the septic system and shall not be located within any 4 building setbacks, easements, or fire lanes. The basins along the west property line appears to encroach into the setback lines. 35. The island on the west side of the proposed building (where the septic field is proposed) appears to trap water against the building. 36. A grade shot of 90.15 is shown at the northeast corner of the building which is higher than the finished floor. Is this correct? Context/Conceptual Site Plan 37. No comments. Preliminary Landscape Plans 38. Show the sizes of the plantings at the time of planting and at maturity. 39. Add the Site Distance Easement per City Detail EM-158 to the driveways. 40. DG is required on all non-paved areas both on site and within the right of way adjacent to the project site. 41. All plantings at maturity shall maintain a minimum of 6 feet of clearance from all fire hydrants and fire suppression devices per City Detail EM-361. 42. No walls or trees shall be placed within any Public Utility Easement (PUE). 43. Trees shall not be placed within 5 feet of any City curb or within 6 feet of any public utility. 44. Add a note to the plans that the maintenance for all landscaping and irrigation shown on the plans will be the responsibility of the property owner. 45. Irrigation plans will be required. Exterior Elevations 46. Elevations for all four sides of the proposed building are required. ALTA Survey 47. The submitted ALTA Survey is from 1999 and does not represent the current parcel. A new ALTA per the most current standards will be required. Preliminary Water Report 48. Provide calculations for average day demand, maximum day demand, maximum day demand plus fire flow and peak hour demand per the attached City Water System Design Criteria. Preliminary Sewer Report 49. The City does not review the septic system design but a copy of the County approval shall be provided to the City prior to Certificate of Occupancy. 50. It is recommended to install a sewer service stub from the proposed building in the event that a sewer main is installed within Butler Drive in the future. Traffic Impact Analysis (TIA) 51. Provide trip generation counts including average daily trips and peak am/pm trips using the latest version of the ITE manual. 52. Will the development of the parcel increase the number of employees or vehicles (cars or trucks) that will be visiting the site? Show the difference between the existing and proposed number of trips. 53. Using the attached Auxiliary Lane Criteria, verify whether or not a deceleration lane or left turn lane is required for this site. If a deceleration lane is not required, verify that the 5 driveways can accommodate a WB-67 vehicle without encroaching into the adjacent lane. 54. Provide an exhibit that shows the distances between the following driveways, measured from nearest face of curb to nearest face of curb: a. The proposed west driveway and the closest existing driveway to the west. The distance appears to be approximately 70 feet where a minimum of 150 feet is required. If this dimension is accurate, a Design Exception will be required per the attached form. b. The proposed west driveway and proposed east driveway. The distance appears to be approximately 200 feet where a minimum of 150 feet is required. c. The proposed east driveway and the closest existing driveway to the east. The distance appears to be approximately 250 feet where a minimum of 150 feet is required. Deed 55. No comments. Phase I Environmental Assessment 56. A Phase I Environmental Site Assessment is required. Miscellaneous 57. A Final Plat per Chapter 1, Section B-2 of the City’s Design & Development Standard Manual (DDSM) will be required prior to Certificate of Occupancy. The Plat shall show all easement dedications including PUEs, Access Easements, etc. 58. A Geotechnical Report will be required to provide asphalt/concrete pavement sections. Verify the proposed pavement sections can handle 75,000 lbs. for any fire access lane. 59. A Haul Permit will be required if 500 cubic yards or more of material will be brought into or out of the site. This will require a separate application, an exhibit showing the haul route and insurance from the company performing the haul. The fee is $300. 60. An Approval to Construction (ATC) will be required from MCESD for the water and sewer line extensions. A copy shall be provided to the City prior to the release of any Engineering permit. 61. A Dust Control Permit from the County will be required prior to the release of any Engineering permit. 62. A Stormwater Pollution Prevention Plan (SWPPP) will be required per the City’s SWPPP Guidelines document. A Notice of Intent (NOI) from ADEQ will be required prior to release of any Engineering permit. 63. Any cutting of the pavement in Butler Drive will require Pavement Cut Fees per the most current Fee Schedule. The above comments are meant to be general in nature and are not considered to be all inclusive. Additional comments will arise during the formal permit submittal. Development Services Engineering Division 10000 N. El Mirage Road, El Mirage, AZ 85335 623-972-8116; Fax 623-876-4605; TDD 623-933-3258 www.elmirageaz.gov MEMORANDUM DATE: January 1, 2023 TO: City of El Mirage Engineering Department SUBJECT: Auxiliary Lane Criteria 1. Intersection Lane Requirements: A traffic analysis is required to determine the number of lanes and the lane configuration for intersections. The desired level of service is dependent on roadway classifications; the minimum desired Level of Service (LOS) is D. Developments are to construct auxiliary lanes when the following criteria or thresholds are expected to be met due to the addition of the projected development traffic. A. Right Turn Lane is to be provided when: 1. At all signalized intersections 2. At all street intersections of Parkways and Major Arterials. Right turn lanes may be required on Minor Arterial and Collector streets, when determined by the City Engineer or as recommended by the Traffic Impact Study. 3. On any roadway where a Traffic Impact Study indicates the LOS would be increased to a LOS of D or better with the addition of a right-turn lane. 4. In rural and developing urban areas with higher speeds, a separate right turn lane may be required for lower right turn volumes. B. Left Turn Lane is to be provided: 1. At all signalized intersections and on Parkways, Arterials and Major Collector streets. 2. When the left turn movement into another roadway results in a LOS less than the minimum LOS of D during any peak hour. C. Dual Left-Turn Lanes are to be provided when: 1. The peak hour left-turn volume exceeds 200 vph. 2. The peak hour conflicting through movement volume exceeds 1,000 vph. 3. The delay to left turning vehicles exceeds 45 seconds. 4. A Traffic Impact Study indicates the LOS would be increased to a LOS of D or better with the addition of dual left turns. The criteria used to determine the need for turn lanes are based on a normal mix of design vehicle types, the volume limits may be adjusted at the discretion of the Engineering Division. 2 2. Driveway Lane Requirements: A. Right turn deceleration lanes are required at all driveways on Parkways and Major Arterial streets. Deceleration lanes for driveways may be required on Minor Arterial and Collector streets, which may require additional right-of-way. To determine the need for a deceleration lane on streets classified as Minor Arterial or Collector, the site Traffic Engineer shall analyze the site, for City of El Mirage review and approval, to see if the proposed site conditions meet a minimum of three of the following criteria(s): 1. At least 5,000 vehicles per day are using or are expected to be using the adjacent street. 2. The posted speed limit is 35 mph or greater. 3. At least 1,000 vehicles per day are using or are expected to use the driveway for the development or adjacent development(s) (existing or future). 4. At least 30 vehicles are expected to make right-turns into the driveway for a one-hour period for the development or adjacent developments (existing or future). B. Commercial and Industrial sites: Through the approved Traffic Impact Study, if it was determined that such a deceleration lane is not warranted (per criteria 2A above), a minimum of one driveway shall be designated as truck delivery access drives and shall meet the minimum turning path for a WB-67 design vehicle, without requiring maneuvering into more than one traffic lane within the public roadway. Additional driveways may be required to meet the criteria (as determined by the City Engineer based on local conditions). C. Storage facilities: Through the approved Traffic Analysis, if it was determined that such a deceleration lane is not warranted (per criteria 2A above), the main access driveway shall meet the minimum turning path for a MH/B design vehicle. D. Left turn lanes are required at all driveways on Parkways and Major Arterial streets. Deceleration lanes for driveways may be required on Minor Arterial and Collector streets. To determine the need for a deceleration lane on streets classified as Minor Arterial or Collector, the site Traffic Engineer shall analyze the site, for City of El Mirage review and approval, to see if the proposed site conditions meet the volume warrants shown in Table 7.6 of the MCDOT Roadway Design Manual shown on the next page. 3 E. At the discretion of the City Engineer or their designee, a right turn deceleration lane or left turn lane may be required regardless of the minimum criteria, if site specific conditions warrant the addition of a lane such as sites with a larger than average number of heavy vehicles. F. In no event shall adjacent driveways be located within the area of the deceleration storage lane or the required taper lengths unless specifically approved by the City Engineer. 3. Auxiliary Lane Lengths: A. Left Turn Lane Storage: For arterials and collector roads, the minimum storage length is 160 feet. This will apply to both signalized and unsignalized intersections. B. Right Turn Lane Storage: For arterials and collector roads, the minimum storage length is 160 feet. This will apply to both signalized and unsignalized intersections. C. Taper Lengths: The lengths of auxiliary lane tapers should be approximately 8- feet to 15-feet longitudinally per 1-foot transversely (8:1 to 15:1) with a minimum taper of 100 feet. These taper lengths are only applicable to auxiliary lanes. Tapers associated with changing of pavement widths shall be in accordance with MUTCD requirements. D. The auxiliary lane lengths must be determined by the site Traffic Engineer on a case-by-case basis and must be approved by the City Engineer or their designee. The Traffic Impact Study should recommend minimum storage lengths based on a queuing analysis. The queuing analysis should be performed using accepted formulas as specified in the AASHTO A Policy on Geometric Design of Highways and Streets and with proper documentation. 95th percentile queue lengths from the LOS analysis should also be referenced when determining the recommended storage lengths. 4 E. If site constraints will not allow the minimum lengths outlined in 3A, 3B and 3C above, the storage and/or taper lengths may be reduced if the Traffic Impact Study confirms the proposed lengths are acceptable and with approval from the City Engineer. E. Auxiliary lane length for driveways serving school sites may be required to be increased based on recommendation of the City Engineer after review of the onsite traffic circulation plan. F. The City Engineer may require certain lengths of storage lanes or tapers based on specific site conditions. 01-01-23 DESCRIPTION CRITERIA AVERAGE DAY DEMAND - SINGLE FAMILY RESIDENTIAL Gallons per capita per day (gpcd)(1) 117 Density (people per dwelling unit)(2) 3.35 AVERAGE DAY DEMAND - MULTI-FAMILY/COMMERCIAL/INDUSTRIAL Land Use Category(3) Varies PEAKING FACTORS Maximum Day / Average Day 1.7 Peak Hour / Maximum Day 1.7 Peak Hour / Average Day 2.9 VELOCITY CRITERIA Maximum Day Condition Max Velocity < 5 fps Peak Hour Condition Max Velocity ≤ 7 fps Max Day Plus Fire Flow Condition Max Velocity < 10 fps HEAD LOSS CRITERIA Maximum Day Condition 2 to 7 feet per 1,000 feet of pipe Peak Hour Condition < 10 feet per 1,000 feet of pipe PRESSURE CRITERIA Max Day Plus Fire Flow Condition Min Residual Pressure of 20 psi Peak Hour Condition Min System Pressure of 40 psi FIRE DEMAND CRITERIA Single Family Residential 1,500 gpm at 2 hours All Other Land Uses 3,500 gpm for 4 hours NOTES: (1) Average per capita water use per 2012 Water and Wastewater Master Plan provided by Wilson Engineers (2) Persons per household per US Census Bureau (2020) (3) Use latest version of City of Phoenix Design Standards Manual for Water and Wastewater Systems. Other values may be used with prior approval from the Engineering Division WATER SYSTEM DESIGN CRITERIA DESCRIPTION CRITERIA AVERAGE DAY DEMAND - SINGLE FAMILY RESIDENTIAL Gallons per capita per day (gpcd)(1) 58.5 Density (people per dwelling unit)(2) 3.35 AVERAGE DAY DEMAND - MULTI-FAMILY/COMMERCIAL/INDUSTRIAL Land Use Category(3) Varies PEAKING FACTORS Dry Weather Peaking Factors (Applied to Average Flows) Per AAC R18-9-E301.D (see next page) Wet Weather Peaking Factors (Applied to Peak Flows) 1.17 VELOCITY CRITERIA Gravity Mains 2 fps ≤ Velocity ≤ 8 fps Force Mains 3 fps ≤ Velocity ≤ 7 fps FLOW DEPTH CRITERIA (d/D) FOR DRY WEATHER PEAK HOUR FLOWS d/D for new sewer with diameter less than 10 inches 0.50 d/D for new sewer with diameter 12 inches and above 0.75 (AAC R18-9-E301.D.e.iii) FLOW DEPTH CRITERIA (d/D) FOR WET WEATHER PEAK HOUR FLOWS d/D for designing new sewer pipe < 0.90 d/D for evaluating existing pipe in developed areas < 1.00 HEAD LOSS CRITERIA Gravity pipe Manning's n=0.013 Pressure pipe Hazen Williams' C=120 MANHOLES When smaller pipe joins larger pipe Match Crowns Invert drop through manhole 0.20 feet NOTES: (1) Average per capita water use per 2012 Water and Wastewater Master Plan provided by Wilson Engineers (2) Persons per household per US Census Bureau (2020) (3) Use latest version of City of Phoenix Design Standards Manual for Water and Wastewater Systems. Other values may be used with prior approval from the Engineering Division WASTEWATER SYSTEM DESIGN CRITERIA Upstream Population Dry Weather Peaking Factor 100 3.62 200 3.14 300 2.90 400 2.74 500 2.64 600 2.56 700 2.50 800 2.46 900 2.42 1,000 2.38 1,001 to 10,000 PF = (6.330 x p-0.231) + 1.094 10,001 to 100,000 PF = (6.177 x p-0.233) + 1.128 More than 100,000 PF = (4.500 x p-0.174) + 0.945 PF = Dry Weather Peaking Factor p = Upstream Population AAC R18-9-E301.D DEVELOPMENT SERVICES ENGINEERING DIVISION 10000 N. El Mirage Road El Mirage, AZ 85335 Phone: 623-876-2974 www.elmirageaz.gov REQUEST FOR DESIGN EXCEPTION Applicant Information Name: Telephone:_ Address:_ City:_ State: E-mail: Name of Development: Permit No.: Describe the Request: 1. Cite City of El Mirage Design & Development Standard or condition of approval that you are requesting the Design Exception for. 2. Reason that the Exception is needed. 3. Impacts of granting the Exception. 4. Alternatives to granting the Exception. ____ Applicant Date For Office Use Only APPROVED DENIED Comments:_ ____ ____ ____ ____ City Engineer or Assigned Designee Date Fire Department Site Plan Comments Date: October 17, 2023 Project: PZ23-08-14 Site Plan – Phoenix Door Project Address/APN: 12545 W Butler Drive, 501-46-851 ACCESS • Identify turning radii values for each turn along the fire apparatus road. The road encircles the building and the section parallel to W. Butler Drive needs to be accessed both directions from each of the entrances from W. Butler Drive. WATER • A fire hydrant is needed on the West side of the structure about 225 feet from the ROW edge of W. Butler Drive. • Add three valves to the new tee for the fire sprinkler lateral. Comments generated utilizing the 2018 International Fire Code and the City Municipal Code. Jason Napier | Fire Marshal El Mirage Fire Department 13601 N. El Mirage Rd. El Mirage, Arizona 85335 T. 623-251-3507 | F. 623-583-8257 jnapier@elmirageaz.gov