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HomeMy WebLinkAboutRegular Council Meeting Packet 8-1-2017 MARANA AZ ESTABLISHED 1977 MARANA TOWN COUNCIL REGULAR COUNCIL MEETING NOTICE AND AGENDA 11555 W. Civic Center Drive, Marana, Arizona 85653 Council Chambers, August 1, 2017, at or after 7:00 PM Ed Honea, Mayor Jon Post, Vice Mayor David Bowen, Council Member Patti Comerford, Council Member Herb Kai, Council Member Carol McGorray, Council Member Roxanne Ziegler, Council Member Pursuant to A.R.S. § 3 8-431.02, notice is hereby given to the members of the Marana Town Council and to the general public that the Town Council will hold a meeting open to the public on August 1, 2017, at or after 7:00 PM located in the Council Chambers of the Marana Municipal Complex, 11555 W. Civic Center Drive, Marana, Arizona. ACTION MAY BE TAKEN BY THE COUNCIL ON ANY ITEM LISTED ON THIS AGENDA. Revisions to the agenda can occur up to 24 hours prior to the meeting. Revised agenda items appear in italics. As a courtesy to others, please turn off or put in silent mode all electronic devices. Meeting Times Welcome to this Marana Town Council meeting. Regular Council meetings are usually held the first and third Tuesday of each month at 7:00 PM at the Marana Municipal Complex, although the date or time may change and additional meetings may be called at other times and/or places. Contact the Town Clerk or watch for posted agendas for other meetings. This agenda may be revised up to 24 hours prior to the meeting. In such a case a new agenda will be posted in place of this agenda. Speaking at Meetings If you are interested in speaking to the Council during the Call to the Public or Public Hearings, you must fill out a speaker card (located in the lobby outside the Council Chambers) and deliver it to the Town Clerk prior to the convening of the meeting. Marana Regular Council Meeting 08/01/2017 Pagel of 343 All persons attending the Council meeting, whether speaking to the Council or not, are expected to observe the Council rules, as well as the rules of politeness, propriety, decorum and good conduct. Any person interfering with the meeting in any way, or acting rudely or loudly will be removed from the meeting and will not be allowed to return. Accessibility To better serve the citizens of Marana and others attending our meetings, the Council Chambers are wheelchair and handicapped accessible. Persons with a disability may request a reasonable accommodation, such as a sign language interpreter, by contacting the Town Clerk at (520) 3 82-1999. Requests should be made as early as possible to arrange the accommodation. Agendas Copies of the agenda are available the day of the meeting in the lobby outside the Council Chambers or online at www.maranaaz.gov under Agendas and Minutes. For questions about the Council meetings, special services or procedures, please contact the Town Clerk, at 382-1999, Monday through Friday from 8:00 AM to 5:00 PM. This Notice and Agenda Posted no later than 24 hours prior to the meeting, at the Marana Municipal Complex, 115 5 5 W. Civic Center Drive, the Marana Operations Center, 5100 W. Ina Road, and at www.maranaaz.gov under Agendas and Minutes. REGULAR COUNCIL MEETING CALL TO ORDER AND ROLL CALL PLEDGE OF ALLEGIANCE/INVOCATION/MOMENT OF SILENCE APPROVAL OF AGENDA CALL TO THE PUBLIC At this time any member of the public is allowed to address the Town Council on any issue within the jurisdiction of the Town Council, except for items scheduled for a Public Hearing at this meeting. The speaker may have up to three minutes to speak. Any persons wishing to address the Council must complete a speaker card located outside the Council Chambers and deliver it to the Town Clerk prior to the commencement of the meeting. Individuals addressing a meeting at the Call to the Public will not be provided with electronic technology capabilities beyond the existing voice amplification and recording capabilities in the facilities. Pursuant to the Arizona Open Meeting Law, at the conclusion of Call to the Public, individual members of the Council may respond to criticism made by those who have addressed the Council, and may ask staff to review the matter, or may ask that the matter be placed on a future agenda. PROCLAMATIONS P 1 Proclaiming the month of August 2017 as Drowning Impact Awareness Month (Jocelyn C. Bronson) Marana Regular Council Meeting 08/01/2017 Page 2 of 343 MAYOR AND COUNCIL REPORTS: SUMMARY OF CURRENT EVENTS MANAGER'S REPORT: SUMMARY OF CURRENT EVENTS PRESENTATIONS CONSENT AGENDA The Consent Agenda contains items requiring action by the Council which are generally routine items not requiring Council discussion. A single motion and affirmative vote will approve all items on the Consent Agenda, including any resolutions or ordinances. Prior to a motion to approve the Consent Agenda, any Council member may remove any item from the Consent Agenda and that item will be discussed and voted upon separately. Cl Resolution No. 2017-068: Relating to Utilities; approving and authorizing the Water Director to execute a Joint Funding Agreement with the U.S. Department of Interior, United States Geological Survey to continue from July 1, 2017 through June 30, 2020 the study entitled Aquifer-Storage Change and Land -Surface Elevation Change Monitoring in the Tucson Active Management Area (John Kmiec) C2 Resolution No. 2017-069: Relating to the Police Department; approving and authorizing the Town Manager to execute a High Intensity Drug Trafficking Area (HIDTA) grant agreement between the City of Tucson (COT) and the Town of Marana to receive funding under COT Grant Number HT-17-2707 (Lisa Shafer) C3 Resolution No. 2017-070; Relating to Development; approving a release of assurances for Gladden Farms Blocks 14 & 15 Lots 1 through 70 and accepting public improvements for maintenance (Keith Brann) C4 Resolution No. 2017-071: Relating to Development; approving a final plat for Saguaro Ranch 1-B, Lots 97-100 and Common Area "A" located northeast of the north terminus of Thornydale Road (Brian D. Varney) C5 Resolution No. 2017-072: Relating to Development; approving a preliminary plat for Saguaro Bloom Block 1 Lots 1-395 and Common Areas A, B and C; located south of the intersection of Lambert Lane and Airline Drive (Shannon Shula) C6 Resolution No. 2017-073: Relating to the Police Department; approving and authorizing the Mayor to execute a service agreement with the Marana Unified School District to provide a School Resource Officer in support of the District's School Safety Program (Starla Anderson) Marana Regular Council Meeting 08/01/2017 Page 3 of 343 C7 Resolution No. 2017-074: Relating to Public Works; ratifying the Town Engineer's authority to sign an "Easement Amendment and Encroachment Agreement" with El Paso Natural Gas Company to accommodate construction of the new Marana Police Department building; and confirming the authority of the Town Manager and Town Engineer to sign any other documents necessary or beneficial to facilitate the construction of the new Marana Police Department building (Frank Cassidy) C8 Resolution No. 2017-075: Relating to Development; approving and authorizing the Mayor to sign the Settlement Agreement and Release of Claims with CalPortland Company and D. R. Horton, Inc. (Frank Cassidy) C9 Approval of June 6, 2017 Council Committee for Planning Commission and Board of Adjustment Appointments Meeting Minutes (Jocelyn C. Bronson) CIO Approval of June 20, 2017 Regular Council Meeting Minutes (Jocelyn C. Bronson) CII Approval of July 24, 2017 Marana Municipal Property Corporation Board of Directors Meeting Minutes (Jocelyn C. Bronson) LIQUOR LICENSES BOARDS, COMMISSIONS AND COMMITTEES COUNCIL ACTION Al Relating to Development; Public Hearing regarding land use assumptions and infrastructure improvements plans related to the Town's 2017 development impact fees for roads, parks, water, and wastewater capital infrastructure (Keith Brann) A2 Resolution No. 2017-076: Relating to Personnel; approving and adopting amendments to the Town's Personnel Policies and Procedures, revising Chapter 5 - Work Rules and Employee Discipline; and Chapter 8 - Termination of Employment (Curry C. Hale) ITEMS FOR DISCUSSION/POSSIBLE ACTION DI Relating to Legislation and Government Actions; discussion and possible action regarding all pending state, federal, and local legislation/government actions and on recent and upcoming meetings of the other governmental bodies (Gilbert Davidson) EXECUTIVE SESSIONS Pursuant to A.R.S. § 38-431.03, the Town Council may vote to go into executive session, which will not be open to the public, to discuss certain matters. El Executive Session pursuant to A.R.S. §38-431.03 ( Council may ask for discussion or consultation for legal advice with the Town Attorney concerning any matter listed on this agenda. Marana Regular Council Meeting 08/01/2017 Page 4 of 343 E2 Executive session pursuant to A.R.S. § 3 8-431.03(A)(4) for discussion or consultation with the Town's attorneys to consider the Town's position and instruct its attorneys regarding pending offers of judgment in two Tangerine Corridor condemnation cases, entitled Town of Marana v. Silverbell Properties Partnership, Pima County Superior Court case number 020161566, and Town of Marana v. HB MM-East, L.L.C., Pima County Superior Court case number 020163035. FUTURE AGENDA ITEMS Notwithstanding the mayor's discretion regarding the items to be placed on the agenda, if three or more Council members request that an item be placed on the agenda, it must be placed on the agenda for the second regular Town Council meeting after the date of the request, pursuant to Marana Town Code Section 2-4-2(B). ADJOURNMENT Marana Regular Council Meeting 08/01/2017 Page 5 of 343 'Ad � MARANA AZ ESTABLISHED 1977 Council-Regular Meeting P1 Meeting Date: 08/01/2017 Submitted For: Jocelyn C. Bronson, Town Clerk From: Suzanne Sutherland, Assistant to the Town Clerk Date: August 1, 2017 Subject: Proclaiming the month of August 2017 as Drowning Impact Awareness Month (Jocelyn C. Bronson) Attachments Proclaiming August 2017 as Drowing Impact Awareness Month Marana Regular Council Meeting 08/01/2017 Page 6 of 343 MAPANA AZ Es'rABLI SHED 1977 PROCLAMATION DROWNING IMPACT AWARENESS MONTH AUGUST 2017 WHEREAS Arizona`s future prosperity depends upon the long-term health, safety, and well-being of the nearly two million children in our state; and WHEREAS drowning is a top cause of injury and death for all children in Arizona, affecting victims and their families, emergency personnel and our community as a whole; and WHEREAS child drownings are nearly 100 percent preventable and make up an average of one in four cases in Arizona; and WHEREAS practicing strategies such as constant and capable supervision, restricting access to water, the use of life jackets, swimming lessons at the appropriate age, rapid emergency response, and safe, stable and nurturing can save lives; and WHEREAS raising awareness through education and use of these strategies will increase everyone's ability to prevent drownings; and WHEREAS during the month of August, the Drowning Prevention Coalition of Arizona will collaborate with state and local governments, community organizations and private citizens within all communities about the need for a coordinated and comprehensive response. NOW, THEREFORE, the Mayor and Council of the Town of Marana proclaim AUGUST, 2017 DROWNING IMPACT AWARENESS MONTH and urge all citizens of Marana to participate in efforts to reduce drowning risk, strengthen families, and protect children of all ages. Dated. this I-st day of August, 201.7. Ed Honea, Mayor ATTEST: J celyn C. ronson, Town Clerk Marana Regular Council Meeting 08/01/2017 Page 7 of 343 .Ad MARANA AZ ESTABLISHED 1977 Council-Regular Meeting C1 Meeting Date: 08/01/2017 To: Mayor and Council From: John Kmiec, Utilities Director Date: August 1, 2017 Strategic Plan Focus Area: Not Applicable Subject: Resolution No. 2017-068: Relating to Utilities; approving and authorizing the Water Director to execute a Joint Funding Agreement with the U.S. Department of Interior, United States Geological Survey to continue from July 1, 2017 through June 30, 2020 the study entitled Aquifer-Storage Change and Land -Surface Elevation Change Monitoring in the Tucson Active Management Area (John Kmiec) Discussion: Since 2003, the Marana Water Department has been one of several partners with the United States Geological Survey (USGS) in the study of land subsidence and aquifer storage projects in this region. The USGS evaluates multiple points within the Tucson and Avra Valley basins to track changes in aquifer storage and land surface elevations. The USGS aquifer storage and land subsidence study helps the Town keep track of any effects of groundwater wells on the Town's aquifer and land surface area. The USGS, the Town of Marana, Town of Oro Valley, the Arizona Department of Water Resources, and Pima County are providing total anticipated funding of$384,000 for the next three-year study term addressed by this joint funding agreement. The Town's funding share under the agreement is $5,000 per year, for a total of$15,000. The Water Department recommends continuing to partner with the USGS to support these studies from July 1, 2017 to June 30, 2020. Financial Impact: Fiscal Year: FY18-FY20 Budgeted Y/N: Y Marana Regular Council Meeting 08/01/2017 Page 8 of 343 Amount: $15,000 ($5,000 per year for three years) Staff Recommendation: Staff recommends adoption of Resolution No. 2017-068, approving and authorizing the Water Director to execute a Joint Funding Agreement with the USGS for the continuation of the aquifer storage change and land surface elevation change monitoring project. Suggested Motion: I move to adopt Resolution No. 2017-068, approving and authorizing the Water Director to execute a Joint Funding Agreement with the USGS for the continuation of the aquifer storage change and the land surface elevation change monitoring project. Attachments Resolution No. 2017-068 USGS JFA 2017-2020 Marana Regular Council Meeting 08/01/2017 Page 9 of 343 MARANA RESOLUTION NO. 2017-068 RELATING TO UTILITIES; APPROVING AND AUTHORIZING THE WATER DIRECTOR TO EXECUTE A JOINT FUNDING AGREEMENT WITH THE U.S. DEPARTMENT OF THE INTERIOR U.S. GEOLOGICAL SURVEY TO CONTINUE FROM JULY 1, 2017 THROUGH JUNE 30, 2020 THE STUDY ENTITLED AQUIFER-STORAGE CHANGE AND LAND-SURFACE ELEVATION CHANGE MONITORING IN THE TUCSON ACTIVE MANAGEMENT AREA WHEREAS the U.S. Geological Service, the Town of Marana, the City of Tucson, Pima County, the Town of Oro Valley, Metropolitan Domestic Water Improvement District, and the Arizona. Department of Water Resources have since 2003 been jointly funding a study of changes in aquifer storage and land-surface elevation in the Tucson Active Management Area; and WHEREAS the land subsidence and aquifer storage project provides information needed for the development of water resources and land planning. NOW, THEREFORE, BE IT RE S O LVED BY THE MAYOR AND COUNCIL OF THE TOWN OF MARANA, ARIZONA, as follows: SECTION 1. The Joint Funding Agreement between the Town of Marana and the U.S. Department of the Interior U.S. Geological Survey attached as Exhibit A to and incorporated in this resolution by this reference is hereby approved, and the Water Director is hereby authorized to execute it on the Town's behalf. SECTION 2. The various Town officers and employees are authorized and directed to perform all acts necessary or desirable to give effect to this resolution. PASSED AND ADOPTED BY THE MAYOR AND COUNCIL OF THE TOWN OF MARANA, ARIZONA, this 1 st day of August, 2017. Mayor Ed Honea ATTEST: APPROVED AS TO FORM: Jocelyn C. Bronson, Town Clerk Frank Cassidy, Town Attorney 00052902.DOCX/1 Marana Resolution No.2017-068 7/23/2017 3:50 PM Marana Regular Council Meeting 08/01/2017 Page 10 of 343 Arizona Water Science Center 520 North Park Avenue,Suite 221 Tucson, Arizona 85719 DUNS: 137882127 TIN: 53-0196958 ALC*- 14-08-0001 CC: GGCMZF (520)670-6671 FAX(520)670-5592 hup.-Ilaz,water.usgs.govl June 5, 2017 6000000832/AZ066 John Kmiec, Director of Utilities Town of Marana Water and Water Reclamation 115 5 5 W Civic Center Drive Marana, AZ 85653 Dear Mr. Kmiec. Enclosed are two additional signed copies of our revised Joint Funding Agreement (JFA) for the a 'f qui -er-storage change and land-surface elevation change monitoring project from July 1, 2017 through June 30, 2020. This agreement supports the basin-wide microgravity and land subsidence networkfor the Tucson Basin and Avra Valley areas. The project, as described in the attached work plan, is a joint effort that also includes Pima County, ADWR, and Oro Valley. Work performed with funds from this agreement will be conducted on a fixed-price basis. The results of all work under this agreement will be available for publication by the US S. All cooperators will have access to the results and findings in an annual series of online interpretive Additionally, a report related to this project is being prepared for publication and will be delivered to you as soon as it becomes available. Please return a signed copy of the JFA to this office. Billing will be on a quarterly basis and the bills will be mail.ed in July, October, January, and April. We are pleased to continue this work for Pima County and the other agencies. If you have any questions, please contact Rob Carruth at (520) 670-6671 x234. Sincerely yours, Jaynes M. Leenhouts T Director Enclosures (2) Marana Regular Council Meeting 08/01/2017 Page 11 of 343 Aq u ifer-Sto rage Change and Land-Surface Elevation Change Monitoring in the Tucson Active Management Area 2017-2020 Introduction and Results -er change has been monitored by the � .S. Geological Survey SGS within the T cson Active Management Area (AMA) since 1996. The USGS began a cooperative study with Metropolitan Domestic Water Improvement Di strict and the town of Oro Malley in 1996 to monitor aquifer-storage charge in the Lower Cafiada del oro sub-basin. In 1998, the USGS began a cooperative study with the Arizona Depailment of Water Resources ADWR , Pfina County, and the City of Tucson to monitor land-surface elevation change and aquifer-storage charge in the Tucson AMA. In 2003, these two 111011itorking studies were co m biped, and the to wn of Mar•ana joined th e study. Results of the monitoring period frorn 2014 to 2016 indicate that basin-wide positive aquifer storiage change occurred for the first tlrx l the Tucson Basin and continues to occur in Avra Valley (figures 1 and 2 . Estimated aquifer storage increased by 350,000 acre-ft in the Tucson Basin and by 280,000 acre-ft ire A.vra valley from 2014-2016. Additionally, results froom the este so���eter� network show v tl� t water levels eo��ti . e to recover; in both basins and rates of compaction are beginning to decrease or;cease ill solve areas. In other areas, latent compaction io r#om previous maximum water-level declines continues to occur(figures 3 and 4). This proposal outlines a scope of work for continued and expanded monitoring of both aquifer-storage change and land-surface elevation charge ire the T cson AMA for the period of Jury 1, 2017 through June 30, 2020. Aquifer-Storage Change Aquifer-storage can be monitored by measuring charges in gravity. As water is added or removed from the aquifer, there is a change in mass and a corresponding treasurable change in gravity. Gravity also is affected by charges in land-surface elevation, so monitoring of lard-surface elevation change is essential for accurate measurement of aqui �er-storage change. 'water levels in wells commonly are monitored to estimate aquifer-storage changes. However, use of water-level variations entails significant assumptions ptions about the hydraulic properties of the aquifer system. one difficulty is the heterogeneity o hydrologic properties of the aquifer; the alluvial sediments of the aquifer vary in lithology and texture, both laterally and with depth. Thus, data from individual wells may not represent aquifer characteristics sorne distance array from the well. A. second difficulty is monitor-well design; in Tucson Basin, most water; levels are measured in deep wells that tap multiple aquifer layers, most of which are confined and have accordingly low storage properties. Water levels in these deep wells are a composite of 1 Marana Regular Council Meeting 08/01/2017 Page 12 of 343 water* levels frorn several aquifer units. When these composite water; levels are used to estimate storage changes, the hydrologic properties used in the calculation typically d not reflect the range of aquifer rnater•ials over which the well is screened. Because of these complexities and requisite assumptions, use of water-level level nation h only indicators of storage charge can he uncertain, and cannot he reliably extrapolated beyond the well location. Monitoring of gravity and water levels in Tucson Basin has shown that large charges ill groundwater-storage, as much as several feet of water, have occurred that were not reflected in comparable water level charges. The extent to which water levels are influenced by storage charges are directly related to the proximity of the well to the recharge area. Closer proximity yields ars earlier and more discernible water-level response. water;-level responses also depend on the geometry and lithology of the sedimentary layers In the aquifer system that wells sample. This information often is incornplete, or uncertain, All of this points to the reed for a combination of storage- change and water-level data, which together enable defensible estimates of aquifer specific yield distriibutiorl. Land-Surface Elevation Change Permanent land subsidence can occur in alluvial basins when water is removed from aquifer-systems Galloway and others, 1999). Aquifer systems in unconsolidated rocks such as those in the Tucson AMA are supported by the granular skeleton and the pore- fluid pressure. When groundwater is withdrawn and the pore-fluid pressure is reduced, the granular-skeleton is compressed,sed, causing some lowering of the lard surface. Both the aquifers (sand and gravel) and aquitards (clay and silt) of aquifer systems are defornied as a result of charges to the pore-fluid pressure and skeleton, but to different degrees. Most Permanent subsidence occurs due to the irreversible compression of a l itar is during the slow process of aq itard drainage (over a number of years). Permanent anent: s bsidence, seasonal elastic deformation, and uplift have been observed ill "F on Basin and A ra valley, fates of compaction in T eson Basin in relation to water- level decline have been less than o.5 foot per 100 feet of water-level decline. Compariisoll with the Eloy and Phoenix areas (greater;than 1 foot per- 100 feet of decIine) suggests that compaction to date in the "Fucson region has been largely elastic and recoverable. Compaction and land subsidence can be slowed or stopped, and in areas having appropriate geologic conditions, reversed to some extent by eliminating groundwater withdrawals or through artificial recharge. The City of Tucson has increased delivery of recharged, recovered, and blended Central Arizona Project (CAP) water, while reducing pumping fr-orn the Central Well Field. This appears to have reduced or stopped water-level declines an induced recovery in most areas. However, subsidence due to previous levels of purnping and max.imuwater-level declines will continue in some areas into the future. Continued monitoring of areas having the greatest potential for subsidence will provide infor•mation that resource ravagers can use in the development and implementation entation f mitigation efforts. 2 Marana Regular Council Meeting 08/01/2017 Page 13 of 343 Objectives The ob jectives of this project are to monitor aquifer-storage change and r lad-surface elevat.iorl Change within. the Tucson AMA.. Approach Lard-surface elevation change is monitored at a network of benchmarks (figure 1 throughout the Tucson AMA by measUr•ilIg changes in land surface elevation over time (approximately annually) with Interferometric Synthetic Aperture Radar; (InSAR) and targeted GPS surveys. The Arizona Department of'mater Resources ADW . leas an InSAR pr'ograin in the Tu son AMA. InSAR is a technique that utilizes interf roinetrt processing to compare the amplitude and phase signals received during one pass of the satellite--based SAR platform over the AMA with the amplitude and phase Signal received during a second pass of the platform over the sane area but at a different tirne. The InSAR data are used by ADWR to produce a land-surface elevation-change 111ap over the sane time period as the targeted GPS surveys conducted by the USGS in the 'Tucson .AMA. The ADW R provides the elevaion-change maps to the USGS as an iII- ind contribution to the project in exchange for absolute gravity data collection ill the other state AMA's. The GK'S data are then used to compare with and constrain the InSAR deformation information. The annual combined InSAR/GPS product provides a much broader coverage of land-surface deformation information than could be feasibly obtained with GPS alone. Aquifer-storage charge is monitored by measuring changes ill gravity over time at the same network of benchmarks s (figure 1). Gravity is affected by mass and distance; a change in mass or a change in elevation will cause a change ill gravity. Groundwater depletion is a mass charge and land-surface elevation change is a distance change. By removing the effect of change in distance, changes in gravity are used to determine changes in aquifer-storage. Ter poral-gravity surveys are used in theTucson AMA to detect local changes ill the gravitational field o f the Earth attributed to water mass change. The method is read I applied to measurement of aquifer-storage change in the ANSA because of the occurrence of significant variations in pone--space storage that result from ground-water withdrawal, periodic natural recharge events, and focused artificial r'echar'ge. Two instruments are used at the network of benchmarks; the relative gravity meter and the absolute gravity meter. The relative meter is the primary instrument ument by which differences in gravity are monitored at stable r on x ent . Much as control benchmarks s are used in conventional lard surveying, repeated relative gravity surveys for ground-water storage monitoring should include reference stations where the absolute acceleration of gravity is Monitored. The USES uses a Micro-g LaCoste A-1 o f field-portable absolute grav ity meter to establish these reference stations as needed. This is particularly valuable in a hydrologic 3 Marana Regular Council Meeting 08/01/2017 Page 14 of 343 context where a number of absolute stations may be located throughout a basin.. thereby serving to constrain and adjust the gravity differences f-om relative gravity surveys. Gravity surveys are conducted approximately annually at the entire; network of benchmarks in order to estimate aquifer-storage change (figure 2). PS surveys also are conducted annually at the portion of the network that previous surveys have shown to be the most active areas of land-surface elevation change. The network of benchmarks may e modified ied and or•expanded in areas of poor coverage to improve resolution. These areas include Avra Valley, Sah arita, and central Tucson. Gravity measurements will inereasingly be rade using the A10 portable absolute gr-avit eters this wilt allow for fewer relative gravity measurements, thus improving the efficiency of data collection. Benefits A uifer- tot• ge monitoring Microgravity surveys are an efficient, noninvasive means of measuring Changes ill the amount of groundwater in Southwestern alluvial basins. Monitoring changes in groundwater storage in the Tucson AMA is a rneans to monitor the status of the basin aquifers and to track the progress toward the statutory goals of the 1980 Groundwater Management Act. This will be of value as water-supply entities in eastern Pima County address needs to manage and augment groundwater resources. 'The most significant value would accrue as the city further implements ext aquifer storage and recovery efforts in A.vra Valley and the Tucson Basin. As the storage and recovery projects reach anticipated capacity, pumping from the Central well field and Sah arita areas will Continue to be reduced. This decreased demand will, if withdrawals do not increase, en ble {ater levels in the aquifer to recover. Water;--level data entail assumptions about aquifer and well propel-ties; thus, monitoring of gravity changes as pumping decreases in the basin currently is the only way to measure attendant changes in the amount of water in the aquifer and determine if and when aquifer recovery is occurring. nis information conceivably will serve as part of a basis for decisions regarding distribution ofgroundwater withdrawals to help in mitigating land subsidence or•aquifer storage losses in particular areas. Aquifer-storage change is one of the three components of the groundwater budget. The other two are inflow to and outflow from the aquifer system. Measurement ent of aquifer- storage charge and measures and estimates of outflow enable better-estimation of recharge and development of a more reliable groundwater budget for the basin. Measures res of aquifer-storage chan e increase the reliability and utility of groundwater flow and management models. Use of storage--charge data to improve model calibration enables additional reduction in the uncertainty of modcl results. The improved understanding of the movement, distribution, volume, and availability of ground water, to which storage monitoring contributes, enables more effective water Management in the Tucson AMA and in other areas of the State. 4 Marana Regular Council Meeting 08/01/2017 Page 15 of 343 Surveys in the Tucson AMS. since 1998 have provided previously unavailable data uantifying recharge and storage charges. For example, the results of aquifer-storage r•a change monitoring its the Tucson Basin between 1998 and 2012 indicate that storage change and recharge can vary considerably froin year to year. It is possible that j st a few years unay account for the majority of recharge to southwestern aquifers for ars entire decade or more. These data are being used to improve the understanding of the aquifer systems. and to improve groundwater flow models that will be used in resource planning. Land-sui-face.elevation change monitoring Some types of infrastructure are more sensitive to changes in land slope than other types. Sewer systems are largely gravity driven, and are designed and constructed at slopes of about 2 feet per 1,000 feet. Sinal I slope changes can cause operational problems under some conditions. Accurate determination of the rates, amounts, and distribution of land subsidence, together with delineation of higher-risk areas, will provide data upon which mitigation and protection plans can be based. Subsidence rates will increase when the stress threshold between elastic and inelastic compaction is exceeded. 1= ecau e it is not possible to reliably estimate when the threshold might be exceeded in the Tucson AMA, and infrastructure damage becomes more likely, subsidence monitoring also provides a means to identify the type of orripa tion that is occurring. Groundwater withdrawals from the city's Central Well Field has been substantially decreased as CAP recharge and recovery reaches full capacity. However, regional subsidence in response to previous pumping is unlikely to end in the rear future. It will Continue until the aquifers system reaches pressure equilibrium. Observation of the ti ring and magnitude of aquifer responses will further improve the understanding of lard subsidence and of how the aquifer systems function. Monitoring data also will contribute to a better understanding of the responses of the aquifer systems to withdrawals, and will 1 r;ov*de additional insight in future plans for-v ei l-site selection, recharge efforts, and water-in anagern en programs. Additionally, monitoring r ing data will continue to augment and serve as ground truth for satellite-based information that the ADWR is acquiring t enable broad-scale assessments of regional subsidence in the Tucson Basin. Differential subsidence refers to a relatively large arnount of subsidence over a relatively short distance, and can cause focused ef'f'ects. For example, localized subsidence of as little as one-half inch can necessitate rebuilding a highway overpass. Differential subsi d e nee has tine potential to separate pi peioin t s of surer;and water lines- this can lead to system disruptions and roadway damage. Also vulnerable are the concrete lining sections of engineered channels that rely on the integrity of expansion joints to prevent flood damage. Costs to address such infrastructure failures are high. Awareness of the distribution and magnitude of differential subsidence can help to guide the design and implementation entation of i maintenance and monitoring schedules, selection of monitoring methods, and the design and construction of future infrastrUct re, Marana Regular Council Meeting 08/01/2017 Page 16 of 343 Relevance and Benefits This study addresses the science of aquifer-storage charge and land-surface elevation change within the Tucson Active Management Area, specifically related to groundwater withdrawal and natural and artificial recharge. The study contributes to the goals of the SGS st•ate e s er ve d1t• ction "A. Water Census of the United States," a identified and described in the Strategic Science Plan of the USGS (U.S. Geological Survey, 2007). Data Management Plan USGS Fundamental Science Practices require that data collected for publication i databases or information products, regardless of the manner in which they are published (such as U SGS rieports,journal articles, and web pages), in u st be d o cu x ented to describe I the methods or techniques used to collect, process, and analyze data, 2 the structure of the output, 3 a description of accuracy and precision, standards for inetadata, and 5) the methods of quality as Ur-ance. The gravity data for the project will be collected with a M icrog Lacoste A-1 o absolute raw eter and relative gr•a inieter•s rade by Lacoste and Romberg and ZLS Corporation. The gravity data will be collected using techniques consistent with published methodologies for using micr•ogra ity to investigate and monitor;aquifer-storage change and land subsidence Pool and Schmidt, 1997; Carruth and others, 2007; pool and Anderson, 2007; Carruth and others, 2017 (ire pr"ep•))• The data will be added to datasets previously collected by Carruth and others (2007) and Fool and Anderson (2007) for the T eson AMA aquifer-storage chan e and land-surface elevation change monitoring project (http.://az.water.usgs.gov/l)i-ol.ects/9671-9f,--',I-,/). All data collected will be published on a publicly available database to be kept in perpetuity. The USGS Science ase (sciencebase.gov) database is a likely publication outlet. A digital object identifier- oZ will be generated for the published database. Data collected fr;om previous years will be stored and served on the database, and newly collected data will be published on the database as they are reviewed, checked, and approved. All gravity data for the project will be corrected, processed, reviewed, approved, and published following QA/QC protocols established by the USGS Southwest Gravity Program (USGS, in prep.). All gravity data will be corrected by trained USGS per-sonner absolute gravity data will be collected approximately every 6 months and relative gravity data will be corrected approximately annually. Gravity data will be processed by LJSGS personnel in the office within 3 months of data collection. A experienced reviewer will review and cheek the data for accuracy, then the project chief will release the data as a published Science ase data release. All metadata will be documented in the Science. ase data release as well as in Carruth and others, 2017 in prep). Once published, the data will be fully accessible to anyone inside or outside the SGS. 6 Marana Regular Council Meeting 08/01/2017 Page 17 of 343 Products 1 Annual interpretive maps of agUifel•-storage change and land-surface elevation change in the TLIeson AVIA (available to all cooperators and to the public o littp:Haz.water.usgs.gov/). 2 Oral presentation of findings to all cooperators each year. 3) Oral presentation of findings t a state oil national professional society meeting each year or as funding permits. Marana Regular Council Meeting 08/01/2017 Page 18 of 343 Work Schedule and Budget Fixed-cost funding information for this project is provided ill tables I and 2. Table I presents the schedule of work activities over the project life. Table 2 presents the suminary of funding y agency. It is understood that all agency funds in future years are subJect to appropriation. `able Schedule of work activities. Work Tasks Yea i- I Year 2 Yea 1-3 1, GAS and InSAR surveys 2. Gravity surveys i ata post processing, analysis, and rater yet tion . Preparation of annual digital raps of aquifer storage change and land-surface elevation change i Oral Report to proJect cooperators 6. Oral Presentation at state or national �-ofe s�onal i eeting 7. Review, revision and approval of annual ina s of a fifer-stora e change and land-surface elevation change, 8. Posting of annual wraps to htt : a . ater. ; .go and distribution,to project cooperators Marana Regular Council Meeting 08/01/2017 Page 19 of 343 Fable 2—Summary of fujidingby agency. Note: Fu n d I n g dIstrib utions shown are prop osed for tine JLIIY 1, 2017 throLigh J u ne 3 o, 2020 project period. A tab e refl ecting the f na] distribution will be pro v id ed to ]1 part i c i pnts following completion of funding agreements. "able 2. Summary of funding by agency Agency Year 1 Ye a ar 2 Year 3 `dotal Share SGS 261>000 2600 26,00 ' ,000 . DWR 35,000 35,000 3 500 105 NO SGS 1700 175000 175000 5 10 Pima COIElt 235000 23,000 23,000 695000 SGS o o 2 , Town of Oro Valley 1000. 1 00 1000 30,000 000 USGS 400! 400 400 121 om- ofM -aa 5 NO 5,000 Total Annual Cooperators 73 NO 73000 73,0 2191>000 Total Annual USGS 5 5 NO 5500 555000 165,000 Totals 128,0001___ 128,000.1 1.28,000 3 ,000 9 Marana Regular Council Meeting 08/01/2017 Page 20 of 343 References Cary# th, I .L,, fool, D.R., Anderson, C.E., 2007, Land subsidence n ifer-system compaction in the Tucson Active Management Area, south-central Arizona., 1987- 2005: 9 – 2 : U.S. Geological Survey Scientific Investigations Report 2007-5190, 27 p. Pool, .R.., and Schmidt, W., 199 , mea sureme��t o �•o ��d- v �te�- storagechange and specific yield using the tee poral-gravity method near 1 illito Creek, Tucson, Arizona: U.S. Geological Survey Water-Resources Investigations Report 97-4125, 30 p. Pool, Donald R., and Anderson, Mark T., 20081, Ground-water storage change and land subsidence in Tucson Basin and A ra Valley, southeastern Arizona, 1998--2002: U.S. Geological Survey Scientific Investigations Report 2007-5275, 34 p. J.S. Geological Survey, 2007, Facing tomorrow"s challenges—U.S..S. Gl gical Serve Science in the Decade 2007-2017: U.S. Geological Survey Circular 1309, 69 p. 10 Marana Regular Council Meeting 08/01/2017 Page 21 of 343 �► Survey path Extensometer sites Gravity huh sites 0 Relative gravity stations 9 Gravity stations needing ". repair or replacement AVSARP j w S AVS P ti r . - III 001A r^ «° x 0 5 10 Mlles Figure 1. M of gravity network in the Tucson Active Management Area. g p g SGS 6 � 1 Marana Regular Council Meeting 08/01/2017 Page 22 of 343 W IL 4 M wo� 41 14,z1_' h �.. y - S COum '� �+�� � ,," .fir., rr°.�• `�. u"�: 4 wr y .. 1,4,0)',r• , 9 how 0 In, s ~ ,T�'•y � w 2P 4 iv m a �� I 141-4�"�'sld 0 2.5 5 Miles EXPLANATION Aquifer-storage change(ft) later level change 2014-2016(ft) -3 - -2 0 - 1 3 - 4 M 8 - 7 - 0 - -20 0 - 10 � ? -2 - -1 1 - 2 4 - 5 7 - 8 - 0 - -10 010 - 20 -1 - 0 2 - 3 M5 - 6 8 - 0 -10 - 0 020 . 30 030 . 40 Figure 2. Map of aquifer-storage and water-level change in the TucsonU,SGS Active Management Area,2014-2016. �� Analysis is preliminary and subject to revision.. 12 Marana Regular Council Meeting 08/01/2017 Page 23 of 343 I Water level and elevation change at extensorneter TAk13 I 200 -0.100 A13 ' f 210 a i 0.000 r 220 ✓"' .*,,.. .�.,�,. ... I r 230 O.tOQ M w LL z 240 } Ce "* 250 0,200 3. ANY+ 0260 i IL`, ,.p � 0.300 +' CL270 283 +—7A13 WATERLEVEL ' —TAI 3 COMPACTION 0.400 290 300 MO—C.40 Ifs F.OMoi-dVC9 4f3 r+p*MGr NP7 VOW T (Tk V T 9 9 9 9 9 999-7-77-1-P r, Water level and elevaltlon change at extenso mete r AF 14 _ 210 * .r 220wVV*wVVew kY'JCV; 230 te a.100 r w�L 3 240 iz 250 0,200 260 270 280 _AF 14 WATER-LEVEL 0.400 290 � ^AF 14 COMPACTION II 3 4.. a L a r 0, C'T�}4}f1,�}M Pa w €V M th co r.(0Q>G+r Cq M 4 to fG Water level and elevation change at extensometer AF 17 11 300 -0.100 i 310 0-000 30 330 DA DOLL s Z 340 yv} z C F T 350 0.200 j0.y V O X 360 0.300 w 370 G] 380 ----AF17 WATF-R LEVEL 0.440 390 ------AF 17 COMPACTION u I 404 0-500 N M-T in to r}Co 0 Q--fV M V Ln e0fl-Om Q.-.fV t2 tp � mrara�m taca ratalaa 0raroMMMM0caMMaMeaMM F wS Figure .Water level and land-surface elevation change at northern vra Valley eaten ometer . ,�# „ ,d 1 Marana Regular Council Meeting 08/01/2017 Page 24 of 343 Water level and elevation change at extensometer TA32 ;4 300 -0100 *T#1 ` -' 0 31 P '•. p°�° �� :e' .. 0.000 M M h 320 a M i n r t'u v 5 330 .x. w�'- - .. N.a y1 —0. LU IL 340 z 350 0.200 360 i —0.340 0 370 aA 380 U32 WATER LEVEL 0.00 TA32'J4"ATER LEVEL * :,�a n «,, w°a 3 L=.-.TA-32 COMPACTION 400 — 0-5m In kf1 U}qp�Q�U}O�CV{rA 4 4R�k� • , { 01{?Y G1 T {F1 131 G7 l7} e7+ O r r . .y ccc c + 6C itccccc, " as as m fo m to m tea ON e4 05 m m ei w ; y AM Water level and elevation change at extensometer TA33 280 ------... ..... _-_._. -0.100 n - * cl? . fw 290 3N 0-0-ftI S NI 310 •.i 320 0.100 yLL ILL ICE $ 4 340 02DO 0 950 06 ,. 360 ""' 0.300 370 —TA33 WAT#R EL —. .,.r 380 F—TA33 WA-MR LEVEL 0,400 _ TA33 COMPACTIC)!V__f Water levet and elevation change at extensometer AV26 390 +y�i110 _�.�a_-___.,�._.....,.,.__-_. -0100 0 400, L V 230 . rws ro 1v to ao 19�s as ao�a m ca eo EO m m 0 M ra M M 240 .�' F�' � '�i- —��i `'��—������ 250 0'000 2W 270 w 280 0,100� 290 � 300 I x 320 10 i 0-2m 330 9 340 350 0-3m 360 370 0 390 —AV25 WATER LEVEL f 0.400 400AV25 COMPACTION 410 4217 s_s y�p�J-T1s-pY�_a�l_��y}-�yJ�[�(i -Ls�1- l-�J__J_-_._A_ 0,500 X990} R1 X19' ;9 F bGIOC.'14JLJ8 88F T r V T�� �1Ecc�L ��C IL 1 CC � c c1E�6cc U0 Figuro 3b.Water level and land-surface elevation change at central Avra Vall y ext nsometer . 14 Marana Regular Council Meeting 08/01/2017 Page 25 of 343 Water level and elevation change at extensometer 876 180 -0.100 190 0.000 210 0100 100 _0Aw LU 220 110 0200 0400 230 12o 0 300 240 130 LU L6 LU LU rL 250 0400 Z 140 280 - —876 WATER LEVEL tu 150 0200 _B76 COMPACTK)N 270 0 160 0.6m 170 0300 U 280 WR53 COMPACTION 0.400 100 41 876 DS 200 0500 TAM 53 Sm Water level and elevation change at extensometer SC17 70 90 Water level and elevation change at extensometer SC30 0.100 160 -0100 100 170 110 0.200 180 0,000 120 9L 0,300 190 0,100 CL LU ku 130 69 -SC 1'7 WATER LEVEL 3 200 140 —$C 17 WATER LEVEL te 210 2 150 U 160 0 Sw 220 0.300 240 250 SC30 COMPACT ION N in UM M is re Figura4e.Water level andland-surface elevation uhongesuTu000nBasin extensomatens Ow-w-US GS IF 15 Water telvel and elevation change at extensometer Vhf R52 v 0,00 Aw 0,D00 {• 214 ' .• 0.100 t-U w., r z ..- �. 230 0 200 AIF17# AJ--14 i 240 4.300 ci 4 7A3 t Ui 251 .°. ta f". _ Yw' 2 WRIER LEVEL k , a x 264 0A00 -WR C 1,4pACTFC}f+� 274 ., 280 500 mo.-"e")v u7 w e- M cD r N r'] u?[I rti toa a+C ,-(V a•} �,c y C455��aa�oxvaowv,�cnrr��°ro4' ��?c?cc�o +r�rcccCccCccCtcCcC���( CL_ t t� "a -t 137 . E L°iii 0 0 m M M m •my -mrm - ii Water level and elevation change at extensometer C45 270 -__ -0-100 280 - OWO - 290 300 0.100 LU U) 310 0.200 LE ; 320 ► 0,300 D 330 A 340 0.400 350 -C45 WATER LEVEL_._ C45COMPACT[ON 0:500 Water revel and elevation change at extensometer D61 360 270 -0.100 370 0.600 rn ,-����7san�ar riv+ra u7Ror--����-cvc�v+ncb ' 280 tl Y ! 290 3DO 5u 0.100 5L 1 310 Ui 2F 320 0 200 _0 330 0.300 340 350 -M1 WATER LEVEL --x--061 COMPACTION 0,400 360 370 0.500 qs[ r 1+1ell Ui C^-CO(D C> 00hti0m[l,r"m+r5170 r ro*6 e�G #a ect rs ep+v eo tm+ m m Q 0 a 0 m 0 cs as jai a 0 m Figure 4b.Water level and land-surface ace elevation change at Tucson Basin ext nsometer . USGS l Marana Regular Council Meeting 08/01/2017 Page 27 of 343 Fora 9-1366 U.S. DEPARTMENT OF THE INTERIOR Customer##: 6000000832/AZO66 (April 2015) GEOLOGICAL SURVEY Agreement##: 17CMA O 000 Project 4, ZF009EF JOINT FUNDING AGREEMENT TIS #: 6-3301775 Fixed Cost Agreement Y£ FOR WATER RESOURCES URCES INVE TI ATI I THIS A #EEMEINT is entered into as of the,I t day of July,2017 by the U.S.GEOLOGICAL SU RVE ,U N ITE D STATES DEPARTMENT OF THE INTERIOR,party of the first part,and the TOWN OF MA ANA,party of the second part. 1. The parties hereto agree that subject to availability of appropriations and in accordance with their respective authorities there shall be maintained in cooperation an investigation of aquifer storage change and land subsidence in the Tucson Basin and Arra Valley as described in the attached workplan herein called the program, The USGS legal authority is 43 USC 6C;43 USC 0; and 43 USC 50b. 2. The following amounts shall be contributed to cover all of the cost of the necessary field and analytical work directly related to this program. 2(b) includes In-Kind Services in the amount of $0.00 a) by the party of the first part during the period Amount Gate to [date $12,000.00 July 1, 2017 June 30,2020 (b) by the party of the second part during the period Amount Date to Date $151000M July 1,2017 June 30,2020 Total=$27{000 { Contributions are provided by the party of the first part through other USGS regional or national programs, in the amount of: $0.00 Description of the USGS regional/national program: (d) Additional or reduced amounts by each party during the above period or succeeding periods as may be determined by mutual agreement and set forth in an exchange of letters between the parties. ( ) The performance period may be changed by mutual agreement and set forth In an exchange of letters between the parties. . The costs of this program may be paid by either party in conformity with the laws and regulations respectively governing each party. 4. The field and analytical work pertaining to this program shall be under the direction of or subject to periodic review by an authorized representative of the party of the first part. . The areas to be included in the program shall be determined by mutual agreement between the parties hereto or their authorized representatives,The methods employed in the field and office shall be those adopted by the party of the first part to insure the required standards of accuracy subject to modification by mutual agreement. . During the course of this program,all field and analytical work of either party pertaining to this program shall be open to the inspection of the other party, and if the work is not being carried on in a mutually satisfactory manner, either party may terminate this agreement.upon 60 days written notice to the other party, Marana Regular Council Meeting 08/01/2017 Page 28 of 343 9-1366(Continuation) Customer 4, 6000000832/AZO66 Agreement#' 1700AZO3000 7. The original records resulting from this program will be deposited in the office of origin of those records. Upon request, copies of the original records will be provided to the office of the other party. 8. The maps,records,or reports resulting from this program shall be made available to the public as promptly as possible.The maps,records,or reports normally will be published by the party of the first part.However,the party of the second part reserves the right to publish the results of this program and,if already published by the party of the first part shall,upon request,be furnished by the party of the first part,at costs,impressions suitable for purposes of reproduction similar to that for which the original copy was prepared.The maps,records,or reports published by either party shall contain a statement of the cooperative relations between the parties. 9. USGS will issue billings utilizing Department of the Interior Bill for Collection(form DI-1040).Billing documents are to be rendered quarterly,Payments of bills are due within 60 days after the billing date. If not paid by the due date,interest will be charged at the current Treasury rate for each 30 day period,or portion thereof,that the payment is delayed beyond the due date.(31 USC 3717;Comptroller General File B-212222,August 23,1983). U.S.Geological Survey United States Department of the Interior USES Point of Contact Customer Point of Contact Name. James M.Leenhouts Name: John Kmiec Address: S20 N. Park Ave,,Suite 221 Address: 11555 W.Civic Center Drive Tucson,AZ 85719 Marana,AZ 85653 Telephone: 520670-6671 x278 Telephone: 520-382-2570 Email: leenhout@usgs-gov Email- jkrniec@marana.com Signatures and Date Signature: Date: Signature: Date: Name: James M.feenhouts Narne: �A( Title: Director Title- Director of Utilities Marana Regular Council Meeting 08/01/2017 Page 29 of 343 .Ad MARANA AZ ESTABLISHED 1977 Council-Regular Meeting C2 Meeting Date: 08/01/2017 To: Mayor and Council From: Lisa Shafer, Community Development Director Date: August 1, 2017 Strategic Plan Focus Area: Not Applicable Subject: Resolution No. 2017-069: Relating to the Police Department; approving and authorizing the Town Manager to execute a High Intensity Drug Trafficking Area (HIDTA) grant agreement between the City of Tucson (COT) and the Town of Marana to receive funding under COT Grant Number HT-17-2707 (Lisa Shafer) Discussion: For the eleventh consecutive year,the Town of Marana has been awarded grant funding to participate with the Pima County/Tucson Metro Counter Narcotics Alliance (CNA). Funding for this program comes from the federal Anti-Drug Abuse Act of 1998 and the Office of National Drug Control Policy(ONDCP)Reauthorization Act of 1998. These legislative acts authorized the Director of ONDCP to designate areas within the United States which exhibit serious drug trafficking problems and harmfully impact other areas of the country as High Intensity Drug Trafficking Areas(HIDTA). The HIDTA Program provides federal resources to those areas to help eliminate or reduce drug trafficking and its harmful consequences. Law enforcement organizations within HIDTAs assess drug trafficking problems including transportation, distribution, and chronic use of illegal drugs and money laundering. In Southern Arizona,the HIDTA Program helps improve the effectiveness and efficiency of drug control efforts by facilitating cooperation between law enforcement agencies, supplying resources, coordinating information sharing, and implementing joint initiatives. The City of Tucson(COT)administers grant funding for these activities. A Marana Police Officer will be tasked to a grant-funded position under the HIDTA Program. The attached grant agreement provides the terms and conditions for the Marana Police Department in the HIDTA Program. Under the grant agreement,the Town of Marana will be reimbursed salary, other employee-related expenses, and overtime up to $100,273 for services provided in coordination with CNA and funded under the HIDTA Program. The term of the grant agreement is 24 months, from January 1, 2017 to December 31, 2018. Financial Impact: Fiscal Year: 2018 Marana Regular Council Meeting 08/01/2017 Page 30 of 343 Budgeted Y/N: Y Amount: $100,273 The grant funded position will be included in the 2017-2018 budget. The Town is not required to provide match funding under this award. This award funds salary expense, employee related expenses and overtime at$100,273. Staff Recommendation: Staff recommends approval of the Grant Agreement with the City of Tucson to receive funds under the High Intensity Drug Trafficking Areas Program. Suggested Motion: I move to adopt Resolution No. 2017-069; approving and authorizing the Town Manager to execute a High Intensity Drug Trafficking Area(HIDTA)grant agreement between the City of Tucson and the Town of Marana to receive funding under COT Grant Number HT-17-2707. Attachments Resolution No. 2017-069 Grant Agreement Marana Regular Council Meeting 08/01/2017 Page 31 of 343 MARANA RESOLUTION NO. 2017-069 RELATING TO THE POLICE DEPARTMENT; AP P RO VIN G AND AUTHORIZING THE TOWN MANAGER TO EXECUTE A HIGH INTENSITY DRUG TRAFFICKING AREA (HIDTA) GRANT AGREEMENT BETWEEN THE CITY OF TUCSON (COT) AND THE TOWN OF MARANA TO RECEIVE FUNDING UNDER COT GRANT NUMBER HT 17 2707 WHEREAS the Anti-Drug Abuse Act of 1988 and the National Drug Control Policy Reauthorization Act of 1998 authorized the Director of the Office of National Drug Control Policy to designate areas within the United States which exhibit serious drug trafficking problems as High Intensity Drug Trafficking Areas (HIDTA); and WHEREAS the Southern Arizona. Counties of Cochise, La Paz, Maricopa, Mohave, Pima., Pina.l, Santa Cruz, and Yuma are designated target areas under the HIDTA Program; and WHEREAS the HIDTA Program provides federal funding to designated HIDTA areas to help eliminate or reduce drug trafficking and its harmful consequences; and WHEREAS the City of Tucson has been awarded funding to coordinate efforts and administer grants in the Southern Arizona. Region on behalf of the Office of National Drug Control Policy under the HIDTA Program; and WHEREAS upon execution of a grant agreement, the City of Tucson will award grant funding to the Town of Marana to reimburse salary and employee-related expenses for a Marana. Police Department officer for services provided in coordination with the Pima. County/Tucson Metro Counter Narcotics Alliance (CNA) funded under the HIDTA Program between January 1, 2017 and December 31, 2018; and WHEREAS the Mayor and Council of the Town of Marana find it is in the best interests of its citizens to enter into this grant agreement. NOW, THEREFORE, BE IT RES O LVED BY THE MAYOR AND COUNCIL OF THE TOWN OF MARANA, ARIZONA, as follows: Marana Resolution No.2017-069 Marana Regular Council Meeting 08/01/2017 Page 32 of 343 SECTION 1. The grant agreement between the Town of Marana and the City of Tucson attached to and incorporated by this reference in this resolution as Exhibit A is hereby approved, and the Town Manager is hereby authorized and directed to execute it for and on behalf of the Town of Marana. SECTION 2. The Town's Manager and staff are hereby directed and authorized to undertake all other and further tasks required or beneficial to carry out the terms, obligations, and objectives of the grant agreement. PASSED AND ADOPTED by the Mayor and Council of the Town of Marana, Arizona., this 1 st day o f August, 2 017. Mayor Ed Honea ATTEST: APPROVED AS TO FORM: Jocelyn C. Bronson, Town Clerk Frank Cassidy, Town Attorney Marana Resolution No.2017-069 Marana Regular Council Meeting 08/01/2017 Page 33 of 343 CITY OF TUCSON .`. HIGH INTENSITY DRUG TRAFFICKING AREAS (HIDTA) `-- PROGRAM GRANT AGREEMENT CFDA NUMBER: 95.001 AWARD NUMBER (FAIN): G17SA0007A COT Grant Number HT-Y7-2707 This Grant Agreement is made this 1ST day of January 2017 by and between the CITY OF TUCSON hereinafter called "CITY" and GOVERMNG BODY, through Marana Police Department hereinafter called "GRANTEE". The CITY enters into this Agreement pursuant to its authority under the provisions of A.R.S. § 11-951, et seq., and the City of Tucson's Resolution number 21460, having satisfied itself as to the qualification of GRANTEE. NOW, THEREFORE, it is agreed between the parties as follows: 1. This Agreement will commence on January 1, 2017 and terminate on December 31, 2018. This Agreement expires at the end of the award period unless prior written approval for an extension has been obtained from the CITY. A request for extension must be received by the CITY sixty (60) days prior to the end of the award period. The CITY may approve an extension that further the goals and objectives of the program and shall determine the length of any extension within Office of National Drug Control Policy (ONDCP) guidelines. 2. The GRANTEE agrees that grant funds will be used for the Counter Narcotics Alliance (CNA). 3. The CITY will monitor the performance of the GRANTEE against goals and performance standards outlined in the grant application. Sub-standard performance as determined by the CITY will constitute non-compliance with this Agreement. The GRANTEE shall operate in a manner consistent with and in compliance with the provisions and stipulations of the approved grant application and this Agreement. If the CITY finds non-compliance, the GRANTEE will receive a written notice that identifies the area of non-compliance, and the appropriate corrective action to be taken. If the GRANTEE does not respond within thirty calendar days to this notice, and does not provide sufficient information concerning the steps that are being taken to correct the problem, the CITY may suspend funding; permanently terminate this Agreement and/or revoke the grant; Any deviation or failure to comply with the purpose and/or conditions of this Agreement without prior written CITY approval may constitute sufficient reason for the CITY to terminate this Agreement; revoke the grant; require the return of all unspent funds, perform an audit of expended funds; and require the return of any previously spent funds which are deemed to have been spent in violation of the purpose or conditions of this grant. 4. This Agreement may be modified only by a written amendment signed by the parties. Any notice given pursuant to this Agreement shall be in writing and shall be considered to have been given when actually received by the following addressee or their agents or employees: A. If to the City of Tucson: City of Tucson Police Department HIDTA FIDUCIARY SECTION 270 S. Stone Tucson, Arizona 85701 Attn: HIDTA Lead Management Analyst Marana Regular Council Meeting 08/01/2017 Page 34 of 343 High Intensity Drug Trafficking Area Grant Number HT-17-2707 Page 2 B. If to the GRANTEE: Town of Ma ra na (Police Department) 11555 West Civic Center Drive Ma ra na, AZ 85653 Attn: Town Manager Gibert Davidson 5. The GRANTEE may make budget adjustments only after written notification with signature approval from Arizona HIDTA Director is provided to the CITY. A grant adjustment notice (GAN) will be issued to the GRANTEE notifying the GRANTEE of the approval. Adjustments or reprogramming of the grantee's budget in an initiative or any reprogramming between initiative and/or agencies; in any amount, require the approval of the Board, the AZ HIDTA Director, and/or the ONDCP in accordance with HIDTA Program Policy and Budget Guidance. APPROVED LII1E ITEM PROGRAM BUDGET Personnel: Salaries $68,767.00 Fringe Benefits $13,753.00 Overtime $17,753.00 Travel $0.00 Facilities $0.00 Services $0.00 Operating Expenses: Supplies $0.00 Other $0.00 Equipment (listed below) $0.00 TOTAL $100,273.00 ES-ee attached for budget detail. 6. The GRANTEE understands that financial reports are required for reimbursement of expenditures. 7. Every payment obligation of the CITY under this Agreement is conditioned upon the availability of funds appropriated or allocated for the payment of such obligation. If funds are not allocated and available for the continuance of this Agreement, this Agreement may be terminated by the CITY. No liability shall accrue to the CITY in the event this provision is exercised, and the CITY shall not be obligated or liable for any future payments or for any damages as a result of termination under this paragraph. 8. The GRANTEE understands that prior to the expenditure of confidential funds; an authorized official of the GRANTEE shall sign a certification indicating that he or she has read, understands, and agrees to abide by all of the conditions pertaining to confidential fund expenditures as set forth in ONDCP Financial and Administrative Guide for Cooperative Agreements Guidelines and Exhibit B. Marana Regular Council Meeting 08/01/2017 Page 35 of 343 High Intensity Drug Trafficking Area Grant Number HT-17-2707 Page 3 9. The GRANTEE certifies that it will comply with Uniform Administrative Requirements, Cost Principles, and Audit Requirements for Federal Awards 2 CFR 200 as codified in 2 CFR Part 3603 and HIDTA Program Policy & Budget Guidance - October 1, 2016. Link: Electronic Code of Federal Regulations: http://www.ecfr.clov HIDTA Program Policy & Budget Guidance - October 1, 2016. http://www.nhac.org/hidta_guidance/guidance2012.pdf 10. The GRANTEE agrees to account for interest earned on Federal grant funds and shall remit interest earned in excess of the allowable amount as indicated in the ONDCP Financial and Administrative Guide for Cooperative Agreements and all unexpended grant funds to the CITY within 30 days after receipt of a written request from the CITY. The GRANTEE agrees to expend all encumbered funds within 90 days of expiration of this award. 11. The GRANTEE agrees to retain all books, account reports, files and other records, (paper and/or electronic) relating to this Agreement and the performance of this Agreement for no less than five (5) years from the last financial report submitted to the CITY. All such documents shall be subject to inspection and audit at reasonable times. 12. For the purpose of this grant, a capital expenditure is $1,000 or above. If the GRANTEE'S policy defines a capital expenditure as less than $1,000, the GRANTEE will use its own policy. The GRANTEE shall maintain a tracking system, in accordance with ONDCP HIDTA Program Policy & Budget Guidance- October 1, 2016, Section 8.4.1, to account for all HIDTA purchased equipment, vehicles, and other items valued at $ 5000 or more at the time of purchase. This also includes lower cost, high-risk items, electronic devices and software, such as but not limited to digital cameras, palm pilots, and GPS devices. The GRANTEE agrees to abide by Section 8.6 that those using HIDTA funds to purchase equipment must maintain a current inventory of HIDTA-purchased equipment and must provide that inventory to the HIDTA Director or an ONDCP employee, and/or the CITY upon request. A 100-percent physical inventory of HIDTA-purchased equipment must be conducted at least every two years. 13. The GRANTEE agrees to follow equipment disposition policies outlined in Uniform Administrative Requirements, Cost Principles, and Audit Requirements for Federal Awards 2 CFR 200 Subpart D- Post Federal Award Requirements, §§ 310-316- Property Standards when the equipment is no longer needed for the grant program. When no longer needed for the original program, the equipment may be used in other activities supported by the Office of National Drug Control Policy. Link: Electronic Code of Federal Regulations http://www.ecfr.cio The GRANTEE agrees that the purchasing agency shall comply with ONDCP HIDTA Program Policy & Budget Guidance — October 1, 2016, Section 8.7 in determining the end of the useful life and disposition of HIDTA purchased equipment. Purchasing agencies must retain documentation of the disposition and provide to the HIDTA Director and the CITY. 14. The GRANTEE agrees to keep time and attendance sheets signed by the employee and supervisory official having first hand knowledge of the work performed by the grant funded employees. The GRANTEE agrees to track overtime expenses in accordance with ONDCP HIDTA Program Policy & Budget Guidance —October 1, 2016. Marana Regular Council Meeting 08/01/2017 Page 36 of 343 15. The GRANTEE will comply with the audit requirements of Uniform Administrative Requirements, Cost Principles, and Audit Requirements for Federal Awards, 2 CFR 200 Subpart F- Audit Requirements and provide the CITY with the audit report and any findings within 90 days of receipt of such finding. If the report contains no findings, the GRANTEE must provide notification that the audit was completed. Link: Electronic Code of Federal Regulations http://www.ecfr.ciov Marana Regular Council Meeting 08/01/2017 Page 37 of 343 High Intensity Drug Trafficking Area Grant Number HT-17-2707 Page 4 16. The GRANTEE agrees that it will submit financial reports and supporting documentation to the CITY through the AZ HIDTA Finance Manager on forms/format provided by the CITY, documenting the activities supported by these grant funds. In the event reports are not received on or before the indicated date(s), funding will be suspended until such time as delinquent report(s) are received. These reports are submitted according to the following schedule: Report Period Month of: Due Date: Report Period Month of: Due Date: January 1 - 31 February 25 July 1 — 31 August 25 February 1 - 29 March 25 August 1 - 31 September 25 March 1 — 30 April 25 September 1 — 30 October 25 October 1 - 31 November 25 April 1 - 30 May 25 November 1 - 30 December 25 May 1 - 31 June 25 December 1 - 31 January 25 June 1 - 30 July 25 More frequent reports may be required for GRANTEES who are considered high risk. 17. All goods and services purchased with grant funds must be received by the GRANTEE within 60 days of the expiration of this award. 18. The GRANTEE agrees to obtain ONDCP approval through the Arizona HIDTA Director for all sole-source procurements in excess of $150,000, and provide written notification to the CITY, as indicated in 2 CFR 200.317 et al. 19. The GRANTEE agrees to check the U.S. General Service Administration (GSA) Excluded Parties Listing Service as required by Executive Order 12549, as defined in 2 CFR 2867.10 et. seq. for individuals, agencies, companies and corporations debarred or suspended from doing business with recipients receiving Federal funds. The GRANTEE agrees not to do business with any individual, agency, company or corporation listed in the Excluded Parties Listing Service. Link: Excluded Parties Listing System http://sa m.qov 20. No funds shall be used to supplant federal, state, county or local funds that would otherwise be made available for such purposes. Supplanting means the deliberate reduction of State or local funds because of the existence of Federal funds. 21. The GRANTEE assigns to the CITY any claim for overcharges resulting from antitrust violations to the extent that such violations concern materials or services applied by third parties to the GRANTEE in exchange for grant funds provided under this Agreement. 22. The parties agree to use arbitration in the event of disputes in accordance with the provisions of A.R.S. § 12-1501 et seq. 23. The laws of the State of Arizona apply to questions arising under this Agreement and any litigation regarding this Agreement must be maintained in Arizona courts, except as provided in paragraph 25 of this Agreement pertaining to disputes, which are subject to arbitration. 24. The GRANTEE understands that grant funds will not be released until all required reports and reversion of funds from the prior year grant are submitted to the CITY. Marana Regular Council Meeting 08/01/2017 Page 38 of 343 High Intensity Drug Trafficking Area Grant Number HT-17-2607 Page 5 25. The GRANTEE (as "Indemnitor' agrees to indemnify, defend and hold harmless the CITY (as "Indemnitee) from and against any and all claims, losses, liability, costs, or expenses, (including reasonable attorney's fees) (hereinafter collectively referred to as "Claims" arising out of bodily injury of any person (including death) or property damage, but only to the extent that such Claims which result in vicarious/derivative liability to the Indemnitee are caused by the act, omission, negligence, misconduct, or other fault of the Indeminitor, its officers, officials, agents, employees, or volunteers. If the GRANTEE is a State agency this paragraph does not apply. 26. Unless GRANTEE is a State agency, GRANTEE shall cause its contractor(s) and subcontractors, if any to indemnify defend, save and hold harmless the City of Tucson, any jurisdictions or agency issuing any permits for any work arising out of this Agreement, and their respective directors, officers, officials, agents, and employees from and against any and all claims, actions, liabilities, damages, losses or expenses (including court costs, attorneys' fees, and costs of claim processing, investigation and litigation) (hereinafter referred to as "Claims" ) for bodily injury or personal injury (including death), or loss or damage to tangible or intangible property caused, or alleged to be caused, in whole or in part, by the negligent or willful acts or omissions of GRANTEE'S contractor or any of the directors, officers, agents, or employees or subcontractors of such contractor. This indemnity includes any claim or amount arising out of or recovered under the Worker's Compensation Law or arising out of the failure of such contractor to conform to any federal, state, or local law, statute, ordinance, rule, regulation or court decree. It is the specific intention of the parties that the Indemnitee shall, in all instances, except for Claims arising solely from the negligence or willful acts or omissions of the Imdemnitee, be indemnified by such contractor from and against any and all claims. It is agreed that such contractor will be responsible for primary loss investigation, defense and judgment costs where this indemnification is applicable. Insurance requirements for any contractor used by GRANTEE are incorporated herein by this reference and attached to this Agreement as Exhibit ""A'. 27. If the GRANTEE is a governmental political subdivision, the GRANTEE will, to the extent possible and practical share criminal justice information with other authorized criminal justice agencies. The process control number (PCN) shall be used in accordance with A.R.S. § 41- 1750 when sharing data with other criminal justice agencies as electronic data systems are developed or improved. 28. The GRANTEE agrees to comply with the non-discrimination requirements of the Omnibus Crime Control and Safe Streets Act of 1968, as amended; 42 USC 3789(d); Title VI of the Civil Rights Act of 1964, as amended; Section 504, Rehabilitation Act of 1973, as amended; Subtitle A, Title II of the Americans with Disabilities Act (ADA) (1990); Title DC of the Education Amendments of 1972 and the Department of Justice regulations 28 CFR Part 54; The Age Discrimination Act of 1975; Department of Justice Non-Discrimination Regulations, 28 CFR Part 42, Subparts C, D, E, G and I; Department of Justice regulations on disability discrimination 28 CFR Part 35; all applicable state laws of A.R.S. § 41-1463; and Executive Orders 1999-4 and 2000-4. These laws prohibit discrimination on the basis of race, color, religion, sex and national origin including Limited English Proficiency (LEP) in the delivery of service. In the event that a Federal or State court or Federal or State administrative agency makes a finding of discrimination after a due process hearing against the GRANTEE, the GRANTEE will forward a copy of the findings to the Office for Civil Rights, Office of Justice Programs and the CITY. Marana Regular Council Meeting 08/01/2017 Page 39 of 343 High Intensity Drug Trafficking Area Grant Number HT-17-2707 Page 6 29. The GRANTEE agrees to formulate and keep on file an Equal Employment Opportunity Plan (EEOP) (if grantee is required pursuant to 2 CFR 1401.300). The GRANTEE certifies that they have forwarded to the Office for Civil Rights, Office of Justice Programs the EEOP, or certifications that they have prepared and have on file an EEOP, or that they are exempt from EEOP requirements. Failure to comply may result in suspension of the receipt of grant funds. Copies of all submissions such as certifications to or correspondence with the Office for Civil Rights, Office of Justice Programs regarding this requirement must be provided to the CITY by the GRANTEE. 30. The GRANTEE certifies to comply with the Drug-Free Workplace Act of 1988, and implemented in 28 CFR Part 67, Subpart F, for grantees, as defined in 28 CFR, Part 67 Sections 67.615 and 67.620. 31. The GRANTEE agrees to complete and keep on file, as appropriate, Immigration and Naturalization Form (I-9). This form is to be used by recipients to verify that persons are eligible to work in the United States. Additionally the GRANTEE ensures compliance with Executive Order 2005-30 federal immigration laws by state employers and contractors. 32. The GRANTEE agrees to notify the Arizona HIDTA Director and provide written notification to the CITY within ten (10) days in the event that the project official is replaced during the award period. 33. No rights or interest in this Agreement shall be assigned by GRANTEE without prior written approval of the CITY. 34. The GRANTEE agrees that no funds provided, or personnel employed under this Agreement shall be in any way or to any extent engaged in conduct of political activities in violation of U.S.C. Title 5, Part II, Chapter 15, Section 1502. 35. The GRANTEE certifies that it presently has no financial interest and shall not acquire any financial interest, direct or indirect, which would conflict in any manner or degree with the performance of services required under this Agreement. 36. The Grantee certifies that no federal funds will be paid, by or on behalf of, to any person for influencing or attempting to influence an officer or employee of any agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection with the awarding of any Federal contract, the making of any Federal grant, the making of any Federal loan, the entering into of any cooperative agreement, and for the extension, continuation, renewal, amendment, or modification of any Federal contract, grant, loan or cooperative agreement. If any funds other than Federal funds are paid or will be paid to any person for influencing or attempting to influence an officer or employee of Congress, or an employee of a Member of Congress in connection with this Federal award, grant loan, or cooperative agreement, the GRANTEE will complete and submit to the CITY Standard Form- LLL, "Disclosure Form to Report Lobbying" in accordance with its instructions Marana Regular Council Meeting 08/01/2017 Page 40 of 343 High Intensity Drug Trafficking Area Grant Number HT-17-2707 Page 7 37. This Agreement is subject to cancellation pursuant to the provision of A.R.S. § 38-511. 38. This Agreement may be cancelled at the CITY's discretion if not returned with authorized signatures to the CITY within 90 days of commencement of the award. 39. If any provision of this Agreement is held invalid the remainder of the Agreement shall not be affected thereby and all other parts of this Agreement shall be in full force and effect. 40. Pursuant to resolution number 21460, adopted by Mayor and Council December 15, 2009, the Tucson Police Chief is authorized to enter into contracts and grant agreements for HIDTA operations. 41. In accordance with A.R.S. §41-4401, GRANTEE warrants compliance with E-Verify and all federal immigration laws and regulations relating to employees and warrants compliance with A.R.S. § 23-214A. Marana Regular Council Meeting 08/01/2017 Page 41 of 343 High Intensity Drug Trafficking Area Grant Number HT-17-2707 Page 8 IN WITNESS WHEREOF, the parties have made and executed the Agreement the day and year first above written. FOR GRANTEE: Town Manager Date Gilbert Davidson, Marana Town Manager Printed Name and Title Note: If applicable, the Agreement must be approved by the appropriate county supervisory board or municipal council and appropriate local counsel (i.e. county or city attorney). Furthermore, if applicable, resolutions and meeting minutes must be forwarded to the CITY with the signed Agreement. Approved as to form and authority to enter into Agreement: Legal counsel for GRANTEE Date Jane Fairall, Marana Deputy Town Attorney Printed Name and Title Statutory or other legal authority to enter into Agreement: A.R.S § 9-240 and A.R.S. § 11-952 Appropriate A.R.S., ordinance, or charter reference FOR CITY OF TLXS O N: Chris Magnus, Chief of Police Date City of Tucson Police Department Lisa Judge, Principal Assistant City Attorney Date City of Tucson Police Department Approved as to form Marana Regular Council Meeting 08/01/2017 Page 42 of 343 1 11 I' 0 CITY OF TUCSON GRANT AGREEMENT y 1 n, Insurance Requirements Exhi bit"A" Insurance Requireimnts for Governmental Parties to a Grant Agreement: None. Insurance Requireiwnts for Any Contractors Used by a Party to the Grant Agreement: (Note: this applies only to Contractors used by a governmental entity, not to the governmental entity itself.) The insurance requirements herein are minimum requirements and in no way limit the indemnity covenants contained in the Intergovernmental Agreement. The City of Tucson in no way warrants that the minimum limits contained herein are sufficient to protect the governmental entity or Contractor from liabilities that might arise out of the performance of the work under this Contract by the Contractor, his agents, representatives, employees or subcontractors, and Contractor and the governmental entity are free to purchase additional insurance. A. MIMMUM SCOPE AND LIMITS OF INSURANCE: Contractor shall provide coverage with limits of liability not less than those stated below. 1. Commercial General Liability —Occurrence Form Policy shall include bodily injury, property damage, personal injury and broad form contractual liability. • General Aggregate $2,000,000 • Products —Completed Operations Aggregate $1,000,000 • Personal and Advertising Injury $1,000,000 • Blanket Contractual Liability — Written and Oral $1,000,000 • Fire Legal Liability $50,000 • Each Occurrence $1,000,000 a. The policy shall be endorsed to include the following additional insured language: "The City of Tucson, its departnwnts, agencies, boards, corrssions, universities and its officers, officials, agents, and employees shall be nand as additional insureds with respect to liability arising out of the activities perfornwd by or on behalf of the Contractor'; (Note that the other governmental entity(les) is/are also required to be additional insureds) and they should supply the Contractor with their own list of persons to be insured.) b. Policy shall contain a waiver of subrogation against the City of Tucson, its departments, agencies, boards, commissions, universities and its officers, officials, agents, and employees for losses arising from work performed by or on behalf of the Contractor. Marana Regular Council Meeting 08/01/2017 Page 43 of 343 Exhibit ""A" Page 2 2. Automobile Liability Bodily Injury and Property Damage for any owned, hired, and/or non-owned vehicles used in the performance of this Contract. Combined Single Limit (CSL) $1,000,000 a. The policy shall be endorsed to include the following additional insured language: "The City of Tucson, its departnwnts, agencies, boards, con ssions, universities and its officers, officials, agents, and employees shall be nand as additional insured with respect to liability arising out of the activities perfornwd by or on behaY of the Contractor, in volving a utonwbiles owned, leased, hired or borrowed by the Contractor'; (Note that the other governmental entity(les) is/are also required to be additional insureds) and they should supply the Contractor with their own list of persons to be insured.) 3. Worker's Compensation and Employers' Liability Workers' Compensation Statutory Employers' Liability Each Accident $500,000 Disease — Each Employee $500,000 Disease — Policy Limit $1,000,000 a. Policy shall contain a waiver of subrogation against the City of Tucson, its departments, agencies, boards, commissions, universities and its officers, officials, agents, and employees for losses arising from work performed by or on behalf of the Contractor. b. This requirement shall not apply to: Separately, EACH contractor or subcontractor exempt under A.R.S. 23-901, AND when such contractor or subcontractor executes the appropriate waiver (Sole Proprietor/Independent Contractor) form. B. ADDITIONAL INSURANCE REQUIREMENTS: The policies are to contain, or be endorsed to contain, the following provisions: 1. The City of Tucson, its departments, agencies, boards, commissions, universities and its officers, officials, agents, and employees and the other governmental entity shall be additional insureds to the full limits of liability purchased by the Contractor even if those limits of liability are in excess of those required by the Contract. 2. The Contractor's insurance coverage shall be primary insurance with respect to all other available sources. 3. The Contractor'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. Coverage provided by the Contractor shall not be limited to the liability assumed under the indemnification provisions of its Contract with the other governmental entity(ies) party to the Grant Agreement. Marana Regular Council Meeting 08/01/2017 Page 44 of 343 Exhibit "A" Page 3 C. NOTICE OF CANCELLATION: Each insurance policy required by the insurance provisions of this Contract shall not be suspended, voided, cancelled, reduced in coverage or in limits except after thirty (30) days prior written notice has been given the City of Tucson. Such notice shall be sent directly to the GRANTEE and shall be sent by certified mail, return receipt requested. D. ACCEPTABILITY OF INSURERS: Insurance is to be placed with duly licensed or approved non- admitted insurers in the State of Arizona with an ""A.M. Best" rating of not less than A- VII. The City of Tucson in no way warrants that the above-required minimum insurer rating is sufficient to protect the Contractor from potential insurer insolvency. E. VERIFICATION OF COVERAGE: Contractor shall furnish the GRANTEE with certificates of insurance (ACORD form or equivalent approved by the State of Arizona) as required by this Contract. The certificates for each insurance policy are to be signed by a person authorized by that insurer to bind coverage on its behalf. All certificates and endorsements are to be received and approved before work commences. Each insurance policy required by this Contract must be in effect at or prior to commencement of work under this Contract and remain in effect for the duration of the project. Failure to maintain the insurance policies as required by this Contract, or to provide evidence of renewal, is a material breach of contract. All certificates required by this Contract shall be sent directly to the GRANTEE. The City of Tucson's project/contract number and project description are to be noted on the certificate of insurance. The City of Tucson reserves the right to require complete, certified copies of all insurance policies required by this Contract at any time. DO NOT SEND CERTIFICATES OF INSURANCE TO THE CITY OF TUCSON'S RISK MANAGEMENT SECTION. F. SUBCONTRACTORS: Contractor's certificate(s) shall include all subcontractors as insureds under its policies or Contractor shall furnish to the county or local government agency responsible separate certificates for each subcontractor. All coverage's for subcontractors shall be subject to the minimum requirements identified above. G. APPROVAL: Any modification or variation from the insurance requirements must have prior approval from the City of Tucson, Risk Management Section, whose decision shall be final. Such action will not require a formal contract amendment, but may be made by administrative action. H. EXCEPTIONS: In the event the Contractor or sub-contractor(s) is/are a public entity, then the Insurance Requirements shall not apply. Such public entity shall provide a Certificate of Self- Insurance. If the contractor or sub-contractor(s) is/are a City of Tucson agency, board, commission, or university then none of the above shall apply. Marana Regular Council Meeting 08/01/2017 Page 45 of 343 r CITY OF TUCSON HIGH INTENSITY DRUG TRAFFICKING AREA (HIDTA) GRANT AGREEMENT Confidential Funds Certification Exhibit"B" CONFIDENTIAL FUNDS CERTIFICATION This is to certify that I have read, understand, and agree to abide by all of the conditions for confidential funds as set forth in the effective edition of the Office of National Drug Control Policy Financial and Administrative Guide. Grant Number: HT 17-2707 Date: Signature: Authorized Official PROCEDURES Each project agency authorized to disburse confidential funds must develop and follow internal procedures, which incorporate the following elements: Deviations from these elements must receive prior approval of the ONDCP. 1. Imprest Fund. The funds authorized will be established in an imprest fund, which is controlled by a bonded cashier. 2. Advance of Funds: The supervisor of the unit to which the imprest funds is assigned must authorize all advances of funds for the P/I. Such authorization must specify the information to be received, the amount of expenditures, and assumed name of the informant. 3. Informant Files: Informant files are confidential files of the true names, assumed names, and signature of all informants to whom payments of confidential expenditures have been made. To the extent possible, pictures and/or fingerprints of the informant payee should also be maintained. Refer to Informant Files "Documentation" (2) for a list of required documents for the informant files. 4. Cash Receipts. a. The cashier shall receive from the agent or officer authorized to make a confidential payment, receipt for cash advanced to him/her for such purposes. b. The agent or officer shall receive from the informant payee a receipt for cash paid to him/her. Marana Regular Council Meeting 08/01/2017 Page 46 of 343 Exhibit "B" Page 2 5. Receipts for Purchase of Information. An Informant Payee Receipt shall identify the exact amount paid to and received by the informant payee on the date executed. Cumulative or anticipatory receipts are not permitted. Once the receipt has been completed no alteration is allowed. The agent shall prepare an Informant Payee Receipt containing the following information: a. The jurisdiction initiating the payment. b. A description of the information/evidence received. c. The amount of payment, both in numeral and word form. d. The date on which the payment was made. e. The signature of the informant payee. f. The signature of the case agent or officer making payment. g. The signature of at least one other officer witnessing the payment. h. The signature of the first-line supervisor authorizing and certifying the payment. 6. Review and Certification. The signed Informant Payee Receipt with a memorandum detailing the information received shall be forwarded to the agent or officer in charge. The agent or officer in charge shall compare the signatures. He/she shall also evaluate the information received in relation to the expense incurred, and add his/her evaluation remarks to the report of the agent or officer who made the expenditure from the imprest funds. The certification will be witnessed by the agent or officer in charge on the basis of the report and Informant Payee's Receipt. 7. Reporting of Funds. Each project shall prepare a reconciliation report on the imprest funds on a quarterly basis. Information to be included in the reconciliation report will be the assumed name of the informant payee, the amount received, the nature of the information given, and to what extent this information contributed to the investigation. Recipients/subrecipients shall retain the reconciliation report in their files and shall be available for review unless the State agency requests that the report be submitted to them on a quarterly basis. 8. Record and Audit Provisions. Each project and member agency must maintain specific records of each confidential fund transaction. At a minimum, these records must consist of all documentation concerning the request for funds, processing (to include the review and approve/disapprove), modifications, closure or impact material, and receipts and/or other documentation necessary to justify and track all expenditures. Refer to Informant Files Documentation (2) for a list of documents, which should be in an informant's file. In projects where funds are used for confidential expenditures, it will be understood that all of the above records, except the true name of the informant, are subject to the record and audit provision of grantor agency legislation. Marana Regular Council Meeting 08/01/2017 Page 47 of 343 Exhibit ""B" Page 3 INFORMANT FILES 1. Securi A separate file should be established for each informant for accounting purposes. Informant files should be kept in a separate and secure storage facility, segregated from any other files, and under the exclusive control of the supervisor or an employee designated by him/her. The facility should be locked at all times when unattended. Access to these files should be limited to those employees who have a necessary legitimate need. An informant file should not leave the immediate area except for review by a management official or the handling agent, and should be returned prior to the close of business hours. Sign-out logs should be kept indicating the date, informant number, time in and out, and the signature of the person reviewing the file. 2. Documentation. Each file should include the following information: a. Informant Payment Record - kept on top of the file. This record provides a summary of informant payments. b. Informant Establishment Record - including complete identifying and location data, plus any other documents connected with the informant's establishment. c. Current photograph and fingerprint card (or FBI/State Criminal Identification Number). d. Agreement with cooperating individual. e. Receipt for P/I. f. Copies of all debriefing reports (except for the Headquarters case file). g. Copies of case initiation reports bearing on the utilization of the informant (except for the Headquarters case file). h. Copies of statements signed by the informant (unsigned copies will be placed in appropriate investigative files). i. Any administrative correspondence pertaining to the informant, including documentation of any representations made on his behalf or any other nonmonetary considerations furnished. j. Any deactivation report or declaration of any unsatisfactory informant. INFORMANT MANAGEMENT AND UTILIZATION A I I persons who will be utilized as informants should be established as such. The specific procedures required in establishing a person as an informant may vary from jurisdiction to jurisdiction but, at a minimum, should include the following: 1. Assignment of an informant code name to protect the informant's identity. Marana Regular Council Meeting 08/01/2017 Page 48 of 343 Exhibit "B" Page 4 2. An informant code book controlled by the supervisor or his/her designee containing: a. Informant's code number. b. Type of information (i.e. informant, defendant/informant, restricted use/informant). c. Informant's true name. d. Name of establishing law enforcement officer. e. Date the establishment is approved. f. Date of deactivation. 3. Establish each informant file in accordance with Informant File Documentation (2). 4. For each informant in an active status, the agent should review the informant file on a quarterly basis to assure it contains all relevant and current information. Where a MATERIAL face that was earlier reported on the Establishment Record is no longer correct (e.g. a change in criminal status, means of locating him/her, etc.), a supplemental establishing report should be submitted with the correct entry. 5. All informants being established should be checked in all available criminal indices. If verified FBI number is available, request a copy of the criminal records from the FBI. Where a verified FBI number is not available, the informant should be fingerprinted with a copy sent to the FBI and appropriate State authorities for analysis. The informant may be utilized on a provisional basis while awaiting a response from the FBI. PAYMENTS TO INFORMANTS 1. Any person who is to receive payments charged against PE/PI funds should be established as an informant. This includes a person who may otherwise be categorized as sources of information or informants under the control of another agency. The amount of payment should be commensurate with the value of services and/or information provided and should be based on the following factors: a. The level of the targeted individual, organization or operation. b. The amount of the actual or potential seizure. c. The significance of the contribution made by the informant to the desired objectives. 2. There are various circumstances in which payments to informants may be made. a. Payments for Information and/or Active Participation. When an informant assists in developing an investigation, either through supplying information or actively participating in it, he/she may be paid for his/her service either in a lump sum or in staggered payments. Payments for information leading to a seizure, with no defendants, should be held to a minimum. Marana Regular Council Meeting 08/01/2017 Page 49 of 343 Exhibit ""6" Page 5 b. Payment for Informant Protection. When an informant needs protection, law enforcement agencies may absorb the expenses of relocation. These expenses may include travel for the informant and his/her immediate family, movement and/or storage of household goods, and living expense at the new location for a specific period of time (not to exceed 6 months). Payments should not exceed the amounts authorized by law enforcement employees for these activities. c. Payments to Informants of Another Agency. To use or pay another agency's informant, he/she should be established as an informant. These payments should not be a duplication of a payment from another agency; however, sharing a payment is acceptable. 3. Documentation of payments to informants is critical and should be accomplished on a Informant Payee Receipt. Payment should be made and witnessed by two law enforcement officers and authorized payment amounts should be established and reviewed by at least the first line supervisory level. In unusual circumstances, a non- officer employee or an officer of another law enforcement agency may serve as witness. In all instances, the original signed receipt must be submitted to the project director for review and record keeping. ACCOUNTING AND CONTROL PROCEDURES Special accounting and control procedures should govern the use and handling of confidential expenditures, as described below: 1. It is important that expenditures which conceptually should be charged to PE/PI/PS are so charged. It is only in this manner that these funds may be properly managed at all levels, and accurate forecasts of projected needs be made. 2. Each law enforcement entity should apportion its PE/PI/PS allowance throughout its jurisdiction and delegate authority to approve PE/PI/PS expenditures to those offices, as it deems appropriate. 3. Headquarters management should establish guidelines authorizing offices to spend up to a predetermined limit of their total allowance on any buy or investigation. 4. In exercising his/her authority to approve these expenditures, the supervisor should consider: a. The significance of the investigation. b. The need for this expenditure to further the investigation. c. Anticipated expenditures in other investigations. Marana Regular Council Meeting 08/01/2017 Page 50 of 343 Exhibit ""B" Page 6 Funds for PE/PI/PS expenditures should be advanced to the officer for a specific purpose. If they are not expended for that purpose, they should be returned to the cashier. They should not be used for another purpose without first returning them and repeating the authorization and advance process based on the new purpose. 5. Funds for PE/PI/PS expenditure should be advanced to the officer on suitable receipt form. Informant Payee Receipt or a voucher for P/E should be completed to document funds used in the purchase of evidence or funds paid or advanced to an informant. 6. For security purposes there should be a 48-hour limit on the amount of time funds advanced for PE/PI/PS expenditure may be held outstanding. If it becomes apparent at any point within the 48-hour period that the expenditure will not materialize, the funds should be returned to the cashier as soon as possible. An extension of the 48- hour limit may be granted by the level of management that approved the advance. Factors to consider in granting such an extension are: a. The amount of funds involved. b. The degree of security under which the funds are being held. c. How long an extension is required. d. The significance of the expenditure. Such extensions should be limited to 48 hours. Beyond this, the funds should be returned and readvanced, if necessary. Regardless of circumstances, within 48 hours of the advance, the cashier should be presented with either the unexpended funds, an executed Informant Payee Receipt or purchase of evidence or written notification by management that an extension has been granted. 7. P/S expenditures, when not endangering the safety of the officer or informant, need to be supported by canceled tickets, receipts,, lease agreements, etc. If not available, the supervisor, or his immediate subordinate, must certify that the expenditures were necessary and justify why supporting documents were not obtained. Marana Regular Council Meeting 08/01/2017 Page 51 of 343 'Ad � MARANA AZ ESTABLISHED 1977 Council-Regular Meeting C3 Meeting Date: 08/01/2017 To: Mayor and Council Submitted For: Keith Brann, Town Engineer From: Gus Myers, Engineering Technician Date: August 1, 2017 Strategic Plan Focus Area: Not Applicable Subject: Resolution No. 2017-070; Relating to Development; approving a release of assurances for Gladden Farms Blocks 14 & 15 Lots 1 through 70 and accepting public improvements for maintenance (Keith Brann) Discussion: Gladden Farms Blocks 14 &15 Phase I is a 16.2 acre subdivision located east of Heritage Farms Road and south of Tangerine Farms Road, containing lots 1-70 and common areas "A-1" & "A-2", and "B-1" through "B-7" and is recorded at the Pima County Recorder's Office at Sequence Number 20150860189. The Town has an assurance agreement assuring the completion of public improvements. The subdivider has completed the public improvements including paved streets, a sanitary sewer conveyance system, and a potable water system, acceptable to Town standards in accordance with the assurance agreement. Staff Recommendation: Staff recommends the adoption of Resolution No. 2017-070, approving a release of assurances for Gladden Farms Blocks 14 & 15 Phase 1 and accepting public improvements for maintenance. Suggested Motion: I move to adopt Resolution No. 2017-070. Marana Regular Council Meeting 08/01/2017 Page 52 of 343 Attachments Resolution No. 2017-070 Exhibit A Marana Regular Council Meeting 08/01/2017 Page 53 of 343 MARANA RESOLUTION NO. 2017-070 RELATING TO DEVELOPMENT; APPROVING A RELEASE OF ASSURANCES FOR GLADDEN FARMS BLOCKS 14 & 15 LOTS 1 THROUGH 70 AND ACCEPTING PUBLIC IMPROVEMENTS FOR MAINTENANCE WHEREAS the final plat for `Gladden Farms Blocks 14 & 15 Lots 1 to 70, Block A & Common Areas: "A-1" & "A-2" (Landscape/Drainage/Public and Private Utilities/Recreation) "B-1" through `B-7" (Landscape/Public and Private Utilities)' ("Gladden Farms 14 & 15 Phase I") was recorded in the Pima. County Recorder's Office on 27 March, 2017, at Sequence 20150860189); and WHEREAS the Town has a third party trust assurance agreement (the "Assurance Agreement") with KB Home Tucson, Inc. (the "Subdivider") and Title Security Agency of Arizona, LLC, under Trust No. 201406-T, recorded in the Pima County Recorder's office on 27 March 2015 at Sequence 20150860190, assuring the completion of public improvements for Gladden Farms 14 & 15 Phase I; and WHEREAS the Subdivider has completed the public improvements for Gladden Farms 14 & 15 Phase I acceptable to Town standards in accordance with the Assurance Agreement. NOW, THEREFORE, BE IT RES O LVED by the Mayor and Council of the Town of Marana as follows: Section 1. The Assurance Agreement is hereby released. Section 2. The Town accepts for maintenance, including maintenance of regulatory traffic control and street signs, approximately 0.52 miles of the following paved streets as shown on the plat of Gladden Farms 14 & 15 Phase I: • Oilseed Drive • Boll Bloom Drive • Cotton Row Lane • Linters Way • Old Mill Place Section 3. The Town accepts for maintenance the potable water system serving Gladden Farms 14 & 15 Phase I, consisting of approximately 2,500 linear feet of potable water line, water meters, valves, fire hydrants and appurtenances with an e stima.te d value of$238,335. Section 4. The Town accepts for maintenance the sanitary sewer system serving Gladden Farms 14 & 15 Phase I, consisting of approximately 3,090 linear feet of conveyance system and appurtenances with an estimated value of$244,335. 00052914.DOCX/1 Marana Resolution No.2017-070 - 1 - 6/28/2017 8:20 AM Marana Regular Council Meeting 08/01/2017 Page 54 of 343 PASSED AND ADOPTED by the Mayor and Council of the Town of Marana, Arizona., this 1 st day o f August, 2 017. Mayor Ed Honea ATTEST: APPROVED AS TO FORM: Jocelyn C. Bronson, Town Clerk Frank Cassidy, Town Attorney 00052914.DOCX/1 Marana Resolution No.2017-070 - 2 - 6/28/2017 8:20 AM Marana Regular Council Meeting 08/01/2017 Page 55 of 343 BASIS OF BEARING PUBLIC PAVING AND Puss SEWER PLANS FOR } THE BASIS OF BEARING Tad T+If$Pft.Etl 1S THE NORTH LINE OF THE NMTHWES7 44 OF SECTION 34,TOWNSHIP ii 5¢11x..alaNA!11 E.FROM THE PCOOT AND F4.000 CONTROL DISTRICT,SANIA CHsI2 A:V)u L(m R BAN PROTECTION PLANS N.O.Il1M6ER 4F918A,SAID BEARING 1906My#'�5'CM'S, GLADDEN pl F BLOC)"CLS 1�JI 1BASIS OF ELEVATION 11dddd11111111LL//��11�1LdA! �L 1J 1�� 11LL��YY TMS THE BASIS OF ELEVATION FOR THIS PROJECT 1S A L�'REIIAR AT THE INTERSECTION OF PHASE I PAOd>rC'L• SECTION R A.BTOWSTV AE1 SOUTH,RANGE MONUMENT ALMEBEING TO BEING 2006-43 CORNER of via+. ,LOTS 1-70 AND COMMON AREAS. INAVO W8). A■ R■ ■ r rC-1■ Y^�++'-1-A-3■, B-1-■B-12■,& PAVING NOTES LIST OF ABOREM7KM P R V--14 0 2 8 P 1. THE DESIGN SPEED FOR THESE STREET i5 25 NPH• THE DESIGN VEHICLE IS We- 4 0. ABC-------AGGREGATE BASE CONIINE ., 2. ALL CONSTHa�:;IL,4 Lti H% y 111t'.SHALL BE IN CONFORMANCE WITH PIMA AC----•--ASPHALTIC C3HCRETE LOCATION MAP COl1NTY1CI IT'e 7t4 Lt-5;441 4tC:'Ss'lN:IF1CAT10N15 AND STARDAAO DETAILS FOR DC bCflb CUA'+R S{AL,I: 3" 1 WJS S,A I1 E I PUBLIC I%F*IC:'YFM-1 'C-Jl LD;I Too. THESE MAY BE MODIFIED AND/OR BVC- --BEGIN VERTICAL CURVE :.x:apµ SUPPLEME1,-.0 h'+HH €iiJi••1M11 Lr THESE PLANS, til! fir,., *•.:-g 9�ZCMRA ° t_.-.-. �.,� BWY------BACK WATER VALVE 11 r'. __ 3, AGGREGATE BASE COURSE SHALL CONFORM TO PIMA COUNTY/CITY OF TUCSON CB---- LINEAR CURB LENGTH STANDARD SPECIFICATIONS Ft7t PUBLIC IMPROVEMENTS,SECTION 303,UNLESS IS p,(AF PARK OTHERWISE SPECIFIED. c�t�-----CURB KIK LENGTH d CURVATURE ' e Dd711/ OLADDEAI FARMS DRIVE 4. ASPHALTIC CONCRETE SHALL MWORM TO PIW COUNTY/CITY OF 7lJCSOR '� _- STANDARD SPECIFICATIONS FOR PUBLIC IMPROVEMENTS.SECTION 406,MIK IR, COT--- --CITY OF TUCSON 1':11!i 1 5 ,r,,'1^ UNLESS OTHERNI SE SPECIFIED. i4 DTdCiII.[rlRl1;R 7'IIRF � r - r't .` � � 5.. ALL CONCRETE SHALL COMPLY WITH PIMA COUNTY/CITY OF TUCSON STANDARD OAT-- --DOCKET M -- +� J I t _ SPECIFICATIONS FOR PUBLIC IMPROVENEHTS.SECTION IOD6.CLASS S.3.000 LII I, r Lp '� _r Q'CD *i PSL COMPRESSIVE STRENGTH AT 28 DAYS.UNLESS OTHERWISE SPECIFIED. ttim--•---•- 14ECMWIi `�''3J s i S ry I WORT( TO BE DONE y 6. ALL VWX SHALL CONFORM TO TITLE 19.STANDARDS FOR GRADING AND RELATED gp- - t' 1'AYCIiE'hT ``� ';I ' ?I +;,r THE IMPROYEMEHTS AND GRADING CONSIST OF THE fULLOWIM4 Vow Ia)OE OCNT "' * s SITE WORK.OF THE TOWN OF IAANANA LAND DEVELOPMENT CODE. EVC --- T END VERTICAL CURVE �''' y It [] ACCORDING TO THESE PLANS AND SPECIFICATIONS AND STANDARD DETAILS OF PIMA e I } I Wd•,, Lj 0 r COUNTY AND THE CITY OF TUCSON. 7. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE OCCUPATIONAL SAFETY TE - rL4W'WIN� 11 t ! AND HEALTH ADMINISTRATION REGULATIONS. fAHD"-.�, ....r....FOLPO lt] I 5 �t' rM*M I t I ' t 1` STANDARD SPECIFICATIONS k 1 ,. �. B. THE CONTRACTOR SHALL OBTAIN ALL PERMITS REOUIRED BY GOVERNMENTAL FO------FIBER OPTIC LINE +yMii 7 -' , i'�� 11 STANDARD SPECIFICATIONS FUR PUBLIC 1hPR0VElENTS 12003 EDITION).PINI AGENCIES. Mt1Mt/fAAI'LR SNA:,f #�. ■' 19 `,N...I k..,.,{.{.. ...+. IPUBLICPUBLIC'i'a 'f COUNTY AND CITY OF TUCSON. { l J:°" 9. ALL REVISIONS TO THESE PLANS MUST BE REVIEWED AND ACCEPTED BY THE TOWN GA- ----GUAGE 'N R s..�.`: - p 21 sTA1DAIN SPECIFICATIONS AND DETAILS FOR CONSTRUCTION 12042 EDITION) J �- GRADE BREAK '._..e...:: 1 .. I PI COIARTY REGIUHAL WIASTENATM RECLAMATION DEPARTMENT. IDE WJARANA PRIOR TO CONSTRUCTION. �_,_ 0' IASyR'?00" �" � `� � ti-. TTT 10. AN ACCEPTED COPY OF THIS PLAN SHALL BE KEPT AT THE JOBSITE AT ALL OV----- GAS VALVE-- NN 'T a I STANDARD DETAILS/DRAWINGS TIMES DURING CONSTRUCTION. HCS--- HOUSE CONNECTION SEWEfl � P - IR €ti11I I I) STANDARD DETAILS FOR PUBLIC IMPROVEMENTS 12DO3 EDITION).PIMA COUNTY 11. IF UNANTICIPATED CO DITJOK ARE ENCOUNTERED DURING THE COURSE OF NIP HIGH POINT " AM CITY Of TUCSON. •.t.. el CONSTRUCTION AIA ARE BEYOND THE SCOPE OF THE DESIGN.THE CONTRACTOR I` a {� R., SHALL NOTIFY THE ENGINEER AHO NE SHAH SUBMIT THE NECESSARY REVISED OR N_ -'""` 4ILMtNN Ian.:��� C 2) STARDOM SPECIFICATIONS AMI DETAILS FOR CONSTRUCTION(2012 EDITION) SUPPLEMENTAL IMPROVEMENT PLANS FOR REVIEW AND APPROVAL BY THE TOWN IE--_ MWIR1 .Rai I . - I y x PIMA COUNTY REGIONAL WASTEWATER RECLAMATION DEPARTMENT. - ENGINEER FOR THE TOWN O"MARMA. A41_ _ LAT-----LAY TLA[ ti/rk r - 3Vi RIE. $2. UPON COMMENCEMENT OF WORK.TRAFFIC CONTROL DEVICES SHALL BE POSTED AND �+ I A I 3) ARIZONA 9FPARTMENT OF TRANSPORTATION,HIGHWAYS DIVISION,STRUCTURES LF------LINEAR FOOT ` r R S } r' -.- t MAINTAINED BY THE CONTRACTOR UNTIL SUCH TIME AS THE WORK 1S COMPLETED• �t.7. I' �-� - SECTION,STANDARD DRAWINGS,2012 EDITION. ALL WARNING SIGNS,BARRICADES,ETC SHALL BE IN ACCORDANCE WITH THE LONG - -LONGITUDE PHASE I aa.". ,,,.. "118-5 ..•M,, 4) VAKW19f UNkrK DESIGN MANUAL(AUGUST 2008 EDITION).PIMA COUNTY MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES ADOPTED 8Y THE STATE IDE ---�-- -- �T ARIZONA PURSUANT TO A.R.S.28-650,. 1,P-, -_LOW PIIFII p7tArSf al :. _ Q rill 11 KIM* 15 LT-- -LEFT e M 5U 1`ITAJFTC'3101hit DESIGN MANUAL(MAY 2002 EOITIUN).PIMA COUNTY AND . 13. ALL STATIONING 15 MEASURED ALOFMG STREET CENTERLINE.IM1LE55 OTHERWISE MMAX - =MAX IO� Iw 61 cityTHE or 11NIFORII TRAFFIC CONTROL DEVICES(M1TC01 LATEST EDITION, N a NOTED. +� '7C I"F sr<,�P.4 d CN 4 An,11 ar MIAMI A16MCMlAM 71 UNIFORM STANDARD DETAILS FOR PUBLIC WORKS CIONSTRUCTION, MMICOPA I N I I I I 1:11.:h, L � , A.va„ir6 L I"ILU'}ASMI'.II0]FIN,-IdJh F'wLT'rIrtiD it11 UT:.ITT i.lAt-IPPB',?JR ION- MONLIENT 04 I ASSOCIATION OF GOVERNMENTS.2012 EDITION F .r!f i Ill I s T t\.A7J CjliS,44)11s ir.,i LI M)r I M?k.J IF L4 MIR Ek .:I�„I F'M� Lsl I,, LAY.,I:IH Tt, s AI•*I NII^5'-rrr,b»I, r A.,-c�II.rJIIf N� II.r WA- -..-.-.......--- ■0't AJfT'•ILFEAKC :" h A � B1 SUBDIVISION STREET STWDAROS MANUAL.TOM OF MARAHA 12004 EDITIUHI a a'f I Ir'sc AIV A L•Jk..%I(,•, IM JrRI I d5 Ir: J.E H1lS %•I DC ON LENTEN a dl7rlk of INk y,Ill ,°. Tk r :AKV 1tilFIk Ir fik7-r1 34f a CJ,TI; LEGEND �or Wi3{M.hC GRI%5:L7 I"kl Cil 1,.YA-1-'.14 U A'','�,LLI!tiFv U R[aa 5 wl WNL"'CJI':Ic7tn DHE- -OVERHEAD ELECTRIC 1` ITEM STANDARD DETAIL SYMBOL � tfA'rC F�_raN "i{'JA I h C7 i LI Ll I'I I r I,h'Y ti IIA +uLx. ALR-----POINT OF CURS RETURN �._.......� _, ' C�fn•%IJk„",tM7fi 5 A'I pi.i A.I,r AF41 L .L IL'.Y i•H'�tN,irs.a]CSI'{..ice I.wC:Fr40 A;x F:L,:n.f O'IS#A&rC r0 1,IILIr A C.r l;f7 QY"ILL CfFI•�aL;CINSI PG-------PAGE � � A.C.PAVING IREGULARI SEE DETAIL D.SHEET 9-- = '4 15. A REGISTERED ENGINEER MIST CERTIFY THAT THIS PROJECT WAS CONSTRUCTED tl-- -'PCIN7 CE IMTCAMC11LT'1 0- 6"VERTICAL CURB(TYPE 21--SO 209 - - I IN SUBSTANTIAL CONFORMWIF WITH THE ACCEPTED PLANS PRIOR TO REQUEST FOR }I . �-� {PTT tMNE w O 5"ROLL CURB -SEE DETAIL FW FINAL INSPECTION OR THE RELEASE OF ASSURANCES. Q F.SHEET 9 -- PROP -PRCWnOSEO Ca AU / I� 6"x 12"CONCRETE HEADER--50 213 ------- -* - 16. IF ANY HUMAN REMAINS OF FUNERARY ITEMS ARE DISCOVERED OURING pT-a-- POINT IDE TANGENCY N4 I TC 52.50 - COSTRUCT1ON.OR AT ANYTIME.ALL HONK MUST STOP IN THE AREA OF THE r O X r^ TUP OF CUM ELEVATION ---- -- REMAINS AND MR.JOHN YAOSEN.REPA7RIATIDH COORDINATOR AT TIRE ARIZONA POE- -PLIBLIt UTILITY EASEMENT 149.501 -- STATE MUSEUM,MUST BE CONTACTED IM+EDIATELY AT 1520)621-4T95.PURSUANT Q " L]m EXIST ELEVATla( -------- j TO A.R.S.41-065. PVC-------POLYVlHL CHLORIDE qri� PflOP05E0 SEWER------HTWTRO 104------ PVI--------POINT OF VERTLCAL INTERSECTION 15J 17. DRAINAGE SHALL NOT BE ALTERED.DISTURBED,OR OBSTRUCTED WITHOUT THE L7 PROPOSED SEINER MANHOLE RNRD 205----- ® APPROVAL OF THE MARANA TOWN COUNCIL. R---- RADIUS .,z4 X o R/W ---RIGHT OF WAY __1X PROPOSED WH W/COHC COLLAR-'-RMRO 205.NWHD 212---- ,., IW, FOR COMPLIANCE LITH THE FEDERAL MIGRATORY BIRD TREATY ACT OF 1918 AND STORM DRAIN---- -I FM REFERENCE ONLY ND STATE LAW TITLE 17-101 A 17-235.IF GRADING CREWS FIND A BURROWING OIL RT------RIGHT lI ¢ DINNING alO101JRB N 015TIIHA ACTIVITIES,PLEASE CALL THE ARIIaNA GALE AND RV RECLAIMED WATER _ NEW WATERLINE W/VALVE----[FDA REFERENCE MY) FISH DEPARTMENT AT(5201 6283376.THEY WILL COME OUT AND RELOCATE THE - LOT REOUERES BACKWATER VALVE ON rias ---1.SHEET SHOWING DETAIL-�-•• d �, S BIRD(SI OFF SITE. S- --SANITARY SEINER A,'DETAIL IDENTIFICATION, w -•w�- ® d 19,, GRADING BBOUNDARIESAAIES SHALL BE CLEARLY MARKED.AND ALL WORM■ILL BE CONIFINEO SD----`-STANDARD DETAIL/STORM DRAIN TAIL I%FTktlh<. � 96 TO THE APPROVED PROJECT DISTURAAfCE LIMITS AS SHOKN ON THESE PLANS.NO SHT -SHEET CURB ACCESS RAMP--r(IM SO 600-1 d 600-2.SEE SHEET 7- Q� _ � WORK SHALL TAKE PLACE OUTSIDE THE MILITS SHOWN ON THESE PLANS. --- �F7-N STA-- -STATION CONCRETE 510EWALK----SO 200---- ..-�. d FOR SEWER NOTES AND GENERAL_NOTES TC--------TDP OF CURB 4WIiEll SURVEY MONUMENT----M 103------ o a ` .. Nil I.pi,:i'I, TELE -TELEPHONE ------ !�I ~ SEE SHEET 2 d.,,.:,I,.;Ar.1,A!!k, PAVEMENT MARKINGS z A � o TYP------TYPICAL ..,-,.r"_.. I Y'S'.'�,1:,, EXIST SEWER AND MAMtOLE-------- r UGE- - --UNDERGROUND ELECTRIC •'" 4' ',M':"1�l{ EXIST WATERLINE W/VALVE----------- 6*--n----. ? ® ,I "�.•c.:',,.44-ltv..'4111 YK* /� ■ s41FR LIQ EXIST UNDERGROUND ELECTRIC LINE-- - - - UGE--- Q. O --' Q. EXIST GAS LIME---- --------- --G-- r ACCEP�C�,aCr+E�P�TE�DF�a �'��YLLC.}fJ�l� EXIST TELEPHONE/TY CABLE LINE------ -- --- TEL/CATV TED Aek-"IrTVdI/..i1•{v.?sG o-'hYv ' <rr_/,� I - EXIST CIIHB d PAVEMENT---- '�r}i.f-: ar�r'� PROJECT B171M10ARY �' v._., �-"f�'� E%15TINGR/WLINE---------------_ JA'kh i,-,'t Y1.: ..., F•,R4N} CENTERLINE- ---------- TtESE AN Bu1LT PUWS ME BASED ON 'r - M ! I E SHEET E'ET I N' C LOT RNIM6ER5----------- - 23 FIELD 0SSEINATHINS OF THE REGISTERED :;`_J .) :.'.'I,n..='...ti.�:.`.ilt.rL-a ,,,,,,, ...:.4,.,d.l`..r1�.-J TA INTO 1'RMKIlI111Fi1�,.--1l' Nil p1{T 4'._,- �' _..,.._.__..._. ....._... GA Nt k Rt- CRCERTIF�EDPROFESSI4NALORTHE °' '' w1ti1f5 AFr7 ROTES TR ICU PEDESTAL- --(FOR REFERENCE ONLY- POOFESSK LL'S AGENTS AND f1LW.�O,IrMATK)N °� .. 7 r k?- PHASE LINE- PROJECT 5 RECENED FROM THE PROJECT OW14A, n`"a•-.- Ove J0I Ra A1s M r A.rw- ----- ---- -•- ECOPRI6ADToltS AlNlI/OR PIIeLIC ,. t.* ;..;!*.'r-41�,,L',R:.-;.,, ::',: ._. ®_._ :..,..k..:I:'R i1 14''k �..`q`' .. „_,. SHEET IPU[%_. ENG1411-006 r w' 2 i 3. , .. -5 DATA AND • I -201 -00� W FEE O�i _..�.�. INOR124t"=200" J '-OCTrrJLi s,yM ULLpw-¢{ r'�'r�;a, },,tirylslSry'.:I WT'S s.,7.I UU.'++,:'•ar,'.i;.1:.I:.M,JI [41; !VERT:N/A .:i" i 'r.6.rM1.,.._01k,4 jM15J.4rMM° � A... .M,c^{-`�+�TLD as PL9,r'I.it,S i�w •,JGR, L SHEET I OF 12 Marana Regular Council Meeting 08/01/2017 Page 56 of 343 EXHIBIT A 'Ad � MARANA AZ ESTABLISHED 1977 Council-Regular Meeting C4 Meeting Date: 08/01/2017 To: Mayor and Council From: Brian Varney, Senior Planner Date: August 1, 2017 Strategic Plan Focus Area: Not Applicable Subject: Resolution No. 2017-071: Relating to Development; approving a final plat for Saguaro Ranch 1-B, Lots 97-100 and Common Area "A" located northeast of the north terminus of Thornydale Road (Brian D. Varney) Discussion: Request Rick Engineering Company, on behalf of Northlight Trust 1, is requesting approval of a final plat for Saguaro Ranch 1-B, Lots 97-100 and Common Area "A" located northeast of the north terminus of Thornydale Road. The proposed final plat, consisting of 20.63 acres, is a resubdivision of Block "A" of Saguaro Ranch South Amended, Lots 1-31, Parcel "A", Block "A" and Common Areas "A", "B", and "C" approved by the Mayor and Council by adoption of Resolution 2005-51 on May 3, 2005. Land Use The existing zoning is RD-180, which requires a minimum lot size of 180,000 square feet (4.13 acres). The proposed plat indicates a minimum lot size of 180,050 square feet, a maximum of 180,206 square feet, and an average lot size of 180,107 square feet. Common Area "A" is proposed at 178,204 square feet. The resulting density of the proposed development is 0.19 residences per acre. Other development standards are typical of the Saguaro Ranch development and the RD-180 zoning. Building height is limited to 3 0 feet, and required minimum setbacks are 40 feet in the front, 30 feet on the side, and 50 feet in the rear unless the lot abuts a non-residential use, in which case the setback shall be a minimum of 100 feet. Access and Circulation Access is provided directly to the proposed subdivision from Old Ranch House Road, which serves as the primary access into and through the Saguaro Ranch development. No new streets Marana Regular Council Meeting 08/01/2017 Page 57 of 343 are proposed. Infrastructure and Utilities The proposed subdivision is located within a contractual service area of Tucson Water and will be served accordingly. Wastewater will be managed by individual on-site treatment systems (septic), the design for which will be submitted and reviewed by Pima County Development Services in accordance with the Town's permitting requirements. Electric service will be provided by TRICO. Staff Recommendation: Staff finds that the final plat is in compliance with the RD-180 zoning, the Marana Land Development Code, and the Marana General Plan. Staff recommends approval of the Final Plat for Saguaro Ranch 1-B, Lots 97-100 and Common Area "A". Suggested Motion: I move to adopt Resolution No. 2017-071, approving the Final Plat for Saguaro Ranch 1-B, Lots 97-100 and Common Area "A". Attachments Resolution No. 2017-071 PRV 1703-003 SR 1-B FP PRV 1703-003 SR 1-B FP Map PRV 1703-003 SR 1-B FP App Marana Regular Council Meeting 08/01/2017 Page 58 of 343 MARANA RESOLUTION NO. 2017-071 RELATING TO DEVELOPMENT; AP P RO VIN G A FINAL PLAT FOR SAGUARO RAN C H 1-B, LOTS 97-100 AND COMMON AREA "A" LOCATED NORTHEAST OF THE NORTH TERMINUS OF THO RNYDALE ROAD WHEREAS, on May 3, 2005, the Mayor and Town Council adopted Resolution No. 2005-51, approving a final plat for Saguaro Ranch South Amended, Lots 1-31, Parcel "A", Block "A" and Common Areas "A", `B", and "C"; and WHEREAS Rick Engineering Company, on behalf of Northlight Trust 1, has applied for approval of a final plat for a 4-lot single-family residential subdivision within Block "A" of Saguaro Ranch South Amended, Lots 1-31, Parcel "A", Block "A" and Common Areas "A", "B", and "C"; and WHEREAS the Marana. Town Council, at the regularly scheduled meeting on August 1, 2017, determined that the final plat for Saguaro Ranch 1-B, Lots 97-100 and Common Area "A" should be approved. NOW, THEREFORE, BE IT RESOLVED by the Mayor and Council of the Town of Marana, Arizona., that the final plat for Saguaro Ranch 1-B, Lots 97-100 and Common Area "A" is hereby approved. PASSED AND ADOPTED by the Mayor and Council of the Town of Marana, Arizona., this 1 st day o f August, 2 017. Mayor Ed Honea ATTEST: APPROVED AS TO FORM: Jocelyn C. Bronson, Town Clerk Frank Cassidy, Town Attorney Marana Resolution No.2017-071 7/19/201712:51 PM BDV Marana Regular Council Meeting 08/01/2017 Page 59 of 343 GENERAL NOTES GENERAL NOTES CONTINUED 1 THE GROSS AREA OF THIS DEVELOPMENT IS 20.63 ACRES OR 898.643 SF, k-H UNSUSD I V I DEDTHIS UNSUBDIVID 0 23. PROPERTY SUBJECT TO THE FOLLOWING: F�NA COUNTY PROJECT 2 THE TOTAL NUMBER OF LOTS IS 4. MA RANA TOWN LINI 3. DUE TO THE DESIGNED ACCESS RESTRICTIONS.ALL BUILDING IN THIS PROJECT SHALLMA SA AR RANA ORD.2003�15 0 ANCH S REQUIRE IRE SPRINKLERS DESIGNED TO THE APPROPRIATE STANDARD.ALL BUILDING EASEMENTS,RESTRICTIONS,RESERVATIONS AND CONDITIONS AS SET FORTH ON THE PLAT AT 19 2 T '�20 21 R F RECORDED IN 800K 57 OF MAPS,PAGE 57.THEREAFTER AMENDED BY DECLARATION OF 'A' S A N E 29 28 PLAN SHALL BE EVALUATED BY NORTHWEST FIRE DISTRICT FOR FIRE PROTECTION IN C.A. 30 29 SCRIVENER'S ERROR RECORDED IN DOCKET 12241,PAGE 2366. ADDITION TO THE REQUIRED AUTOMATIC FIRE SPRINKLERS IN EACH BUILDING. EASEMENTS,RESTRICTIONS,RESERVATIONS AND CONDITIONS AS SET FORTH ON THE PLAT K RECORDED IN BOOK 59 OF MAPS.PAGE 69. THEREAFTER AMENDED BY DECLARATION OF 'MARANA 4. TOTAL MILES OF NEW PRIVATE STREETS IS 0 MILES. SCRIVENER'S ERROR RECORDED IN DOCKET 12927,PAGE 256 SCALE 3" 1 MILE RESTRICTIONS.CONDITIONS,COVENANTS,RESERVATIONS RECORDED IN INSTRUMENTS: F- 5. ZONING:RD-180, DOCKET 12131 PAGE 4239,DOCKET 12550 PAGE 2986,DOCKET 12928 PACE 2039,DOCKET 12961 z UNSUBDIVIDED DENSITY IS 0.19 RESIDENTIAL UNITS PER ACRE. PAGE 2062.DOCKET 13145,PAGE 1971.SEG#20120861008 AND BED#20132060456� R D-I a0 IS 180,000 SF. NORTHWEST FIRE DISTRICT RECORDED IN DOCKET 12541 PAGE 441. G. MINIMUM ALLOWABLE LOT SIZE NORTHWEST FIRE RESOLUTION NUMBER 2005-016 ANNEXING SUBJECT PROPERTY INTO THE AMENDED AND RESTATED DESIGN REVIEW COVENANT RECORDED IN DOCKET 12550,PACE 2971, SA D UA R 0 TRA N G 11-1 THE MINIMUM LOT SIZE IS 180,050 SF. uj AMENDED IN DOCKET 12928 PAGE 2048.RE-RECORDED IN DOCKET 12961 PAGE 2054,SECOND G IS 180,107 SF, THE AVERAGE LOT SIZE SO U T,' THE MAXIMUM SIZE LOT IS 180,206 SF. 'J�� 1 SCALE'1" 250' LOCATION MAP AMENDMENT AT DOCKET 13195�PAGE 1982� ASSIGNMENT OF RIGHTS RECORDED AT SLOP 20120861008 AND AMENDED AT SEO#20142170119 AND RELEASE AGREEMENT RECORDED AT A PORTION OF SECTIONS 20&29. COMMON AREA"A'IS 178,2045 SF. INDEX SEGN 20163540222. C/� MAP T 11 S.R 13 E 7� RD-180 DEVELOPMENT STANDARDS: INCIDENT THERETO,AS SET FORTH IN INSTRUMENT:DOCKET 4769, EASEMENTS AND RIGHTS 0&SRM MAXIMUM BUILDING HEIGHT=30' PAGE 28,DOCKET 5700 PAGE 368,DOCKET 7718 PAGE 333 AND 13564.PAGE 4513,4527,4531 97 TOWN OF MARANA SETBACKS: 4533 AND 4535 FOR INGRESS AND EGRESS. LEGEND PIMA COUNTY.ARIZONA FRONT=40' EASEMENTS AND RIGHTS INCIDENT THERETO.AS SET FORTH IN INSTRUMENT RECORDED IN 2"ALUMINUM CAPPED PIN.RLS 17479,UNLESS NOTED OTHERWISE DOCKET 12581 PAGE 1,DOCKET 12676 PAGE 7068 AND DOCKET 13641,PAGE 1805 FOR MULTI REAR=50',UNLESS THE LOT ABUTS A NON-RESIDENTIAL USE,IN WHICH CASE. 9 9 2"BRASS DISK STAMPED.RLS 17479,UNLESS NOTED OTHERWISE SIDE =30'(RD-180) USE PATHS AND PRIVATE RECREATIONAL TRAIL PATHS AND PRIVATE HORSEBACK RIDING TRAILS, A MINIMUM REAR SETBACK OF 100'IS REQUIRED. EASEMENTS AND RIGHTS INCIDENT THERETO,AS SET FORTH IN DOCKET 5185 FACE 530, DOCKET 5697 PAGE 708 FOR INGRESS,EGRESS. UTILITIES. 0 ON 0 SURVEY MONUMENT AS DESCRIBED IN SAGUARO RANCH SOUTH AMENDED PER TRAIL ABANDONMENT RECORDED AT SEO#20160250287BOOK 59 PACE 69,M&P UNLESS NOTED OTHERWISE. 8. PERMITTED ACTUAL RESIDENTIAL BUILDING HEIGHTS MAY BE LESS BASED ON DEVELOPMENT RELEASE AGREEMENT RECORDED AT SEG#20163540222. SUBDIVISION BOUNDARY RESTRICTIONS OUTLINED IN THE CONDITIONS.COVENANTS,AND RESTRICTIONS fCC&R'S;. INGRESS AND EGRESS EASEMENT RECORDED AT DOCKET 12131,PAGE 4265 AND RE-RECORDED AT r��D�LT) 9 9 PROPERTY LINE DOCKET 12550,PAGE 3218. n- ——-EASEMENT BOUNDARY 9. NO FURTHER SUBDIVISION OF ANY LOT OR PARCEL SHOWN SHALL BE DONE WITHOUT THE 2E �K I WRITTEN APPROVAL OF THE TOWN OF MARANA. 0 Z:) 4 1 24. A 100%CLEARANCE SURVEY SHALL BE COMPLETED BY A QUALIFIED BIOLOGIST,JUST PRIOR TO P"C:)E)' 1 3 SECTION CORNER GROUND DISTURBANCE,FOR SONORAN DESERT TORTOISE. PROVIDE A COPY OF THE SURVEY 10. THE AREA BETWEEN 100-YEAR FLOOD LIMITS WITHIN LOTS REPRESENTS AN AREA THAT MAY L RESULTS TO THEfOWN PRIOR TO ISSUANCE OF A GRADING PERMIT. Cl)LI) BE SUBJECT TO FLOODING FROM A 100-YEAR FREQUENCY FLOOD AND ALL LAND IN THIS r�- ---) —-— 100-YEAR FLOOD PRONE LIMIT AREA SHALL BE RESTRICTED TO USES THAT ARE COMPATIBLE WITH FLOODPLAIN MANAGEMENT 25. OBJECTS AND MATERIALS WITHIN THE SIGHT VISIBILITY TRIANGLES SHALL BE PLACED SO AS NOT 0 x 100 ---EROSION HAZARD SETBACK fEHS)LIMIT AS APPROVED BY THE DIRECTOR OF PUBLIC WORKS/DEVELOPMENT SERVICES ADMINISTRATOR, TO INTERFERE WITH A SITE VISIBILITY PLANE DESCRIBED BY TWO HORIZONTAL LINES LOCATED T:Q 11. A PROFESSIONAL ENGINEER SHALL CERTIFY AS TO FORM,LINE,AND FUNCTION OF ALL PUBLIC 30"AND 72"ABOVE THE FINISHED GRADE ON THE ROADWAY SURFACE,AND SHALL CONFORM To CID I -�oov­,'~N JURISDICTIONAL BOUNDARY AND PRIVATE ROADWAYS AND DRAINAGE STRUCTURES BEFORE THE RELEASE OF ASSURANCES. THE TOWN OF MARANA SUBDIVISION STREET STANDARDS� j PROPOSED BUILDABLE AREA{SEE NOTE.SHEET 2) 12. SEWAGE DISPOSAL FOR LOTS 97-100 SHALL BE BY A PRIVATE INDIVIDUAL ON-SITE 26. THIS PLAT IS SUBJECT TO AN AMENDED ASSURANCE AGREEMENT FOR THE COMPLETION OF 8 'T GENERAL ACCESS LOCATION DISPOSAL SYSTEM,AND PRIOR TO CONSTRUCTION EACH LOT MUST HAVE A SITE EVALUATION SUBDIVISION IMPROVEMENTS RECORDED AT 2015-0790146. h"E E THAT MEETS THE REQUIREMENTS OF R18-9-A310 AND THAT IS PERFORMED BY AN ARIZONA REGISTERED PROFESSIONAL ENGINEER, THE COST OF AN ALTERNATIVE SYSTEM MAY BE SADUARO RANICHI-1 81-oufli ACP ALUMINUM CAPPED PIN SUBSTANTIALLY HIGHER THAN A CONVENTIONAL DISPOSAL SYSTEM. IK 5 C p 0 �)9 SO BRASS CAP(DISK) 14. BASED UPON PRELIMINARY SITE ANALYSIS,ADDITIONAL TREATMENT WITH TEXTILE FILTER DEDICATION R.O.S. INDICATIES RECORD OF SURVEY RECORDED WITH UV DISINFECTION.OR AN APPROVED EQUAL.SHALL BE NECESSARY TO OVERCOME THE WE,THE UNDERSIGNED,HEREBY WARRANT THAT WE ARE ALL AND THE ONLY PARTIES HAVING ANY IN PIMA COUNTY RECORDS PER BOOK AND SITE LIMITATIONS ON EACH LOT. THE ALTERNATIVE SYSTEM SHALL BE DESIGNED BY AN FEE INTEREST IN THE LAND SHOWN ON THIS PLAT,AND WE CONSENT TO THE SUBDIVISION OF THIS PAGE INDICATED ARIZONA REGISTERED PROFESIONAL ENGINEER. THE INDIVIDUAL ON-SITE WASTEWATER LAND IN THE MANNER SHOWN ON THIS PLAT. TREATMENT SYSTEM DESIGN WSILL BE SUBMITTED TO PIMA COUNTY DEVELOPMENT SERVICES ASSURED WATER SUPPLY C CALCULATED DEPARTMENT FOR REVIEW AND APPROVAL. THE TEXTILE FILTER AND UV DISINFECTION SHALL PUBLIC EASEMENTS AS SHOWN ON THIS PLAT ARE DEDICATED TO THE TOWN OF MARANA,AND ALL THE UNDERSIGNED CERTIFIES THAT IT IS DESIGNATED AS HAVING AN ASSURED WATER SUPPLY M MEASURED MEET ALL APPLICABLE REQUIREMENTS OF A.A.C.TITLE 18 CHAPTER 9 AND SHALL INCLUDE THE PUBLIC AND PRIVATE UTILITY COMPANIES FOR THE PURPOSE OF INSTALLATION AND MAINTENANCE AND WILL PROVIDE WATER SERVICE TO THIS SUBDIVISION. R RECORD PER SAGUARO RANCH SOUTH AMENDED,BOOK 59.PG 69 FOLLOWING CRITERIA: OF,AND ACCESS TO,PUBLIC AND PRIVATE UTILITIES. OF MAPS AND PLATS 1. PRODUCE EFFLUENT THAT HAS A TSS OF 15 MG/L.30 DAY ARITHMETIC MEAN. 2. ROD OF 15 MG/L.30 DAY ARITHMETIC MEAN. BY 3. TOTAL NITROGEN OF 30 MG/L.5 MONTH ARITHMETIC MEAN. WE,THE UNDERSIGNED,OUR SUCCESSORS AND ASSIGNS,DO HEREBY HOLD THE TOWN OF MARANA. 4. TOTAL COLIFORM OF 10 CFU/90Q ML. IT'S EMPLOYEES,OFFICERS,AND AGENTS HARMLESS FROM AND AGAINST ANY AND ALL CLAIMS FOR BASIS OF BEARINGS 5. UNIT SHALL INCLUDE REMOTE MONITORING CAPABILITIES. DAMAGES RELATED TO THE USE OF THESE LANDS NOW AND IN THE FUTURE BY REASON OF FLOODING, THE BASIS OF BEARINGS IS THE SOUTH LINE OF THE SOUTHEAST QUARTER OF SECTION 20, S. UV DISINFECTION UNIT WITH ALARM. FLOWAGE,EROSION,OR DAMAGE CAUSED BY WATER,WHETHER SURFACE.FLOOD.OR RAINFALL. CITY OF TUCSON WATER DEPARTMENT DATE TOWNSHIP 11 SOUTH,RANGE 13 EAST,G&SRM,PIMA COUNTY,ARIZONA AS MONIUMENTED NATURAL DRAINAGE SHALL NOT BE ALTERED,DISTURBED,OR OBSTRUCTED WITHOUT APPROVAL BY A 2"BRASS CAP SURVEY MONUMENT AT THE SOUTH QUARTER CORNER AND A OLD BRASS 15. DRIP IRRIGATION DISPOSAL SYSTEM SHALL MEET THE REQUIREMENTS SET FORTH IN OF THE TOWN OF MARANA. APPROVALS CAP AT THE SOUTHEAST CORNER OF SAID SECTION.BEARING BEING N89'46'45"E. R-18-9-E322 FOR CATEGORY"A"EFFLUENT, THE USE OF CATEGORY"B"EFFLUENT MAY BE COMMON AREAS AS SHOWN HEREON,ARE RESERVED FOR THE PRIVATE USE AND CONVENIENCE OF ALL CERTIFICATION OF SURVEY ALLOWED.IF FURTHER SITE ANALYSIS DEMONSTRATES THAT ITS USE WOULD BE PERMITTABLE. OWNERS OF PROPERTY WITHIN THIS SUBDIVISION,THEIR GUESTS AND INVITEES. COMMON AREAS ARE 16. DISTURBANCE AREAS SHALL BE DEFINED AT THE TIME A BUILDING PERMIT 15 ISSUED,BUT SHALL GRANTED AS EASEMENTS TO THE TOWN OF MARANA,PIMA COUNTY,AND ALL UTILITY COMPANIES FOR MARANA TOWN ENGINEER/DEVELOPMENT ENGINEER P.E. DATE I HEREBY CERTIFY THAT THE BOUNDARY SURVEY AS SHOWN ON THIS PLAT WAS PERFORMED NEVER EXCEED 27,000 SQUARE FEET.EXCLUDING DRIVEWAYS. PERMITTED ACTUAL DISTURBANCE THE PURPOSE OF INSTALLATION AND MAINTENANCE OF,AND ACCESS TO,UNDERGROUND PUBLIC AND UNDER MY DIRECTION AND THAT ALL EXISTING AND/OR PROPOSED SURVEY MONUMENTS AND PRIVATE UTILITIES AND SEWERS. TITLE TO THE COMMON AREA SHALL BE VESTED IN AN MARKERS SHOWN ARE CORRECTLY DESCRIBED. I FURTHER CERTIFY THAT THIS PLAT WAS MAY BE LESS BASED ON OTHER ZONING AND DEVELOPMENT RESTRICTIONS APPLICABLE TO THIS ASSOCIATION OF INDIVIDUAL LOT OWNERS AS ESTABLISHED BY THAT CERTAIN AMENDED AND PREPARED UNDER MY DIRECTION. SUBDIVISION. TEMPORARY FENCING IS REQUIRED AROUND DISTURBANCE AREAS PRIOR To GRADING. ALL NON-DISTURBED AREAS ON LOTS SHALL BE DESIGNATED NATURAL OPEN SPACE. RESTATED COVENANTS.CONDITIONS.RESTRICTIONS FOR SAGUARO RANCH RECORDED IN DOCKET —-——-—- LOT OWNERS MUST COMPLY WITH THE NPPO. 12550 AT PAGE 2986 AS SUPPLEMENTED BY THAT CERTAIN SUPPLEMENTAL DECLARATION RECORDED MARANA PLANNING DIRECTOR DATE IN DOCKET 12928 AT PAGE 2039 AS SUPPLEMENTED BY THAT CERTAIN SUPPLE 1-1479 MENTAL DECLARATION 0OUGLAS E. 17. ACTIVITY IN FLOODPLAIN SHALL REQUIRE A FLOODPLAIN USE PERMIT. RECORDED IN DOCKET 13195 AT PAGE 1971 IN THE OFFICE OF THE PIMA COUNTY RECORDER.EACH AND SCH OER EVERY LOT OWNER WITHIN THE SUBDIVISION SHALL BE A MEMBER OF THE ASSOCIATION.WHICH WILL PIMA COUNTY DEPARTMENT OF ENVIROMENTAL DUALITY DATE ayy 4• 18. APPROVAL OF THIS PLAT DOES NOT AFFIRM,CERTIFY,OR APPROVE ANY LAND DIVISION THAT ACCEPT ALL RESPONSIBILITY FOR THE CONTROL,MAINTENANCE,SAFETY.AND LIABILITY OF THE oNn U• MAY BE CONTRARY TO STATE LAW,NOR DOES IT CERTIFY THE EXISTENCE OF.OR COMPLIANCE COMMON AREAS WITHIN THIS SUBDIVISION, WITH.ANY DEED RESTRICTIONS OR EASEMENTS. DOUGLAS E.SCHNEIDER R.L.S.17479 19. THE WATER COMPANY THAT SHALL SERVICE THIS SUBDIVISION 15 TUCSON WATER, I HEREBY CERTIFY THAT THE 100-YEAR FLOOD PRONE LIMITS AND EROSION HAZARD 20. THIS SUBDIVISION IS SUBJECT TO AMENDED AND RESTATED DESIGN COVENANTS,AS ;,' SETBACKS AS SHOWN ON THIS PLAT WERE PREPARED UNDER MY SUPERVISION. RECORDED AT DOCKET 12550,PAGE 2971 OF THE PIMA COUNTY RECORDERDATE(#-/ PLAT WAS APPROVED BY THE MAYOR AND COUNCIL OF THE TOWN OF MARANA.ON I.JOCELYN C.BRONSON,CLERK OF THE TOWN OF MARANA.HEREBY CERTIFY THAT THIS TATUTO' 21. ALL NEW UTILITIES AND ALL EXISTING UTILITIES WITHIN OR CONTIGUOUS TO THE BY:NORTHLIGHT TRUST 1.A R6LAWARE S RN�T THE—DAY OF—,2017 1 PURSUANT TO A.R.S.SECTION 33-4041B)�THE NAME AND ADDRESS OF THE BENEFICIARY OF SITE SHALL BE PLACED UNDERGROUND EXCEPT ELECTRICAL TRANSMISSION LINES TRUST DESCRIBED ABOVE AS DISCLOSED BY THE RECORDS OF SAID TRUST IS: 18602 CARRYING 48 NY OR GREATER.AND THOSE LINES WHICH CAN BE SHOWN TO EXISTPAUL J' IN CURRENT OR FUTURE ELECTRICAL TRANSMISSION CORRIDORS. NORTHLIGHT SPECIAL GP I LLC CLERK OF THE TOWN OF MARANA DATE IEZ 22. FIRE DEPARTMENT ALL WEATHER PAVED ACCESS ROADS CAPABLE OF SUPPORTING A WB-40 1 GRAND CENTRAL PLACE A U Sp VEHICLE WEIGHING 75.000 POUNDS AND FIRE HYDRANTS DELIVERING A FLOW OF 1,000 60 EAST 42ND STREET.ROOM 2800 GALLONS PER MINUTE FOR 120 MINUTES IN RESIDENTIAL AREAS SHALL BE INSTALLED, NEW YORK,NY 10165-2802 RECORDING DATA TESTED AND SERVICEABLE PRIOR TO THE INTRODUCTION OF COMBUSTIBLE MATERIALS TO ow STATE OF ARIZONA FEE PAUL J.IEZZI FINAL PLAT FOR P.E.18602 THE SITE. STATE OF z' SS. ""N Ivi=rk SS. COUNTY OF PIMA BED NO. SAGUARO RANCH I-B COUNTY OF P"00r } € LOTS 97 TFIR U 100 THIS INSTRUMENT WAS FILED FOR RECORD AT THE REQUEST OF RICK ENGINEERING THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS-NDAY OF COMPANY,INC.ON THIS—DAY OF 2017,AT AT AND COMMON AREA "A" J(Anl 2017, BY I OF NORTHLIGHT TRUST 1.A DELAWARE STATUTORY TRUST SEQUENCE NUMBER—THEREOF. A RESUBDIVISION OF BLOCK"A"OF SAGUARO RANCH SOUTH AMENDED'LOTS 1-31,PARCEL"A".BLOCK"A"AND COMMON AREAS"A","B", 3945E TFORTILOWELLROAD-SVIE III AND"C"AS RECORDED IN BOOK 59,PAGE 69,LOCATED WITHIN A PORTION OF TUCSO N'AZ 85712 F.ANN RODRIGUEZ DEPUTY COUNTY RECORDER SECTIONS 20&29.TOWNSHIP 11 SOUTH,RANGE 13 EAST AND GILA&SALT RIVER 65 -7 5-1000 _fAt-;� 520 __IV PIMA COUNTY RECORDER MERIDIAN.TOWN OF MARANA.PIMA COUNTY,ARIZONA. (FAX).520-322-6956 NOTARY PUBLIC MY COMMISSION EXPIRES ��Diep -6 �11 PRV-08009f PRV1703-003 -0 ON-ft­k D,- F:\310\364'\364lA\TUC v7-S-ds-SS3,dscrt.o+ F:13169\3641\3641 A 36 41 A f p0 1,dgn 12-JUN-2017 15,16 RELATED CASES-PRV-04043f— SHEET 1 OF 4 IA.-.Regular Council Meeting 08/01/2017 Page 60.f 343 SEO# S00 00'78'W 1317.21 SOU H A T R RNR rf SE ION zo MID-SECT LINE SECT ION 20 FOUND 2"BRASS CAP S A G U A R 0 R A N C SURVEY MONUMENT S 3 U-1 H N 0 z 0 ILI co �H A T R RN R ON SO.'0 M, ,BRASS CAP FOUND 2 RA A Y MONUMENT Ci SCALE:1" 100' 1% S A D U A R D R A N 0 H 09 S 0 U T H A Al E N D P:D 69� R- -JN 219-10-01�)D 963t01, f 41-11 -10 1 I1 f-i E0 I u\1 S u ED o OUS .A NO*0'0" D RAN -o" E 160L0� :/C 0 88-12'42" �7. v�Sl In k N G Ill 97 59 SAGUARO R S A G,UARD RAIN o,H ./ SOUTH AIAAEND�-�D 100 180050 Sq.Ft. SOUTH AMEP'N-gao 180119 Sq.Ft. 4.13 acres 59 PG 8 Z �x 59 F o 61 4.13 acres MR, CA'A' ZIZONE TSD-D-i ld 0 ^ 178204 Sq.Ft, DNE RD-1 0 99 180054 Sq.Ft< 4.09 acres 4.13 acres ............... 9 M 00 0 C V, 'vt . 98 80 1 206 Sq.Ft- 570'43'34"E 86.01' 4.14 acres 12 NO*01'35"E 485,68'R8M G I 1/16,THJ�ORN R PE FlUN EN PIPE WITH NO TAG 130.45'�R 529,07'R&M C(DUNTV S0'03'*"W 1317.6 R&M SO*00'11"E 659�51' R&Mr. > PENN coulkirlf FOUND REBAR A JN 2 1!9-10-0 2 U i\1 S U FED'D J V I D 13' TAGGED"RLS 23379" UNSUBID I V i DE NOTE: PROPOSED BUILDABLE AREAS AND DRIVEWAYS FOR REFERENCE ONLY, SUBJECT TO REVISION77 E SHEETS 3&I FOR BY SAGUARO RANCH DESIGN REVIEW BOARD. ADDITIONAL MONUMENT LABELS1 CURVE ANNOTATION SEEISISD E. APN 219-10-0230 NAME DELTA RADIUS ARC ---- -------- ------ ------ 0 ED L-, Cl 13*2041" 541.00 126.00 P i\1 2 19-2 9-0 0' 0 UNGUE-DIVIDE m G2 4'?5'52" 17�Go 13.61 i I C3 3'10'57" 541:00 30.05 U I\j S U F-I ti I DED FIN 2 1 1 j(-(0 2 SC UNSUE10 1 v I LIED CTION CORNER CrGat�r INAT F V�FOIUND OLD BRASS CAFi P 1%02 DOUT4 I9 iFL PLAOR P GLS E. UL J. SCH)'Ell) Z SAG'UARO RANCH I-B LOTS 97 THRU 100 NOTE:SEE SHEETS 4 AND 5 FOR LOT DIMENSIONS NA 0 A\3' 3,'Sx) 61101?, AND COMMON AREA "A" A RESUBDIVISION OF BLOCK"A"OF SAGUARO RANCH SOUTH AMENDED,LOTS 1-31,PARCEL"A".BLOCK"A"AND COMMON AREAS"A","B", AND"C"AS RECORDED IN BOOK 59+PAGE 69,LOCATED WITHIN A PORTION OF IIIIISE.AITIORTLDWIILIOl�D,IljlTI III T.0 SECTIONS 20&29.TOWNSHIP 11 SOUTH,RANGE 13 EAST AND GILA&SALT RIVER .5 sza�4si000 MERIDIAN,TOWN OF MARANA.PIMA COUNTY,ARIZONA. (FAX)520-322,6956 PRV-08009f PRV1703-003 T— san msg.-R d,-0-p-s,r--Sn L,>Ob�p,Pho�. O F:\3169\364'\3641A\TUC v7-S+ds-SS3,dscr-!i)t Fl\3169\3641\3641A\3641A-pO2.dgn 12-JUN-2017 15:19 RELATED CASES.-PRV-04043f SHEET 2 OF 4 M-..Regular Council M-bN 08/01/2017 SEQ# Page 61.fM3 SEE [SEE 7\3-. NOTICE EXPIRATION N, 'SS'A. FOR INGRESS,EGRESS UTILITIES PER DOCKET 12550 PAGE 3218 1 �01 SCALE:1"=50' qD C2 L12 4 2"ACP 0 RLS 17479 0 LI RAMC 0 tool- N ® cp- 2"ACP RL 17479-",4 .AIL 10'PRIVATE GRADING.DRAINAGE p- CO N AREA"A" IPRI'l Al U ILITY EASEMENT 0 A ED TO NOl00'00"E 165.17' 42 THE MASTER HOA BY THIS LAT q�!A a < 1", 832.91' \ 0 ---�54 "'L SOLID"SET" 12 12' SYMBOL PRIVATE INGRESS,11RISS,-' U-TIL I �2"ACP ,'2 T� Y TO LOT I. I I'PLA RLS 17479 2"ACP RLS 17479 97 180050.41AC SF 4.13 \-2"ACP RLS 17479 8 A G U A Ra RANCH S 0 U T H A M E�N D E D CA"A" 178204.62 SF zo Z 0 N E JR D-I il-0 4.09 AC .41 SO*00'051 ------------78.88 m 180206.18 SF 4.14 AC STAG RLS W1 A NO'01'35"E 485.68' SOI00'05"E TAG RLS1 7479 --------- INGRESS,- E&RE5a SEIFERT ESTATES DRIVE BK.l.ROB PG.68 an 2"LS 1ACP7479 DKT 5538,PG 548 R \.-------------- 12 /I /-Fl-0jUkDT I H RNER NENTAG ALUMINUM CAPED I I� APKED ' PPER R.D.S.0.,.lK 21 PG 1 2 IRE WITH NO TAG 620�42' 70.70' 1 ,46 \\\\4�63'�4��"­� 1/2 REBAR W/ 1% c 0 u N'T If SO03 TAG RLS 1747� --- —--- ------------- AfDj\J 2 19-10-0 1 9A N 2 19-10-022S' I UNSU9DIVIUED ZONE RH N3,5 3-"0 UNG Ur'*J'D J\l1 DED cla 12 L on AF'N 219-10-0250 H AFN 219-10-0230 FINAL PLAT IF O-N-t--,-� - -- -I-_l-1 '1747 �FOR !JNSU-'--,Dl VIDEQ----- u1\1 u Eil D I\1l 0 E E) wboe a DOUGL I z It SAGUARO RAI�XH I-B A LD 0 IV • LOTS 97 THRU 100 AND COMMON AREA "A" 5U R A RESUBDIVISION OF BLOCK"A"OF SAGUARO RANCH GLO B PARCEL, FOUND SOUTH AMENDED,LOTS 1-31. AR EL'A".BLOCK"A"AND COMMON AREAS"A"."B". CAP a 394 EAST FORT LOWELL ROAD-SUrTE III -3641A 50N,AZ 85712 &AND"C"AS RECORDED IN BOOK 59,PAGE 69,LOCATED WITHIN A PORTION OF lklMl 520 795-000 SECTIONS 20&29.TOWNSHIP 11 SOUTH,RANGE 13 EAST AND LILA SALT RIVER Ilk . TU�5 ENGINEERING COMI, (FAX)520322{9.56 MERIDIAN,TOWN OF MARANA.PIMA COUNTY,ARIZONA. —W ��,S.—S.L... PRY-08009f PRV1703-003 F;\3169\3641\3641A\TdC v7-S-ds--SS3,ds,-r!pt 12-JJN-2017 �5�23 RELATED CASES-PRV-04043f SHEET 3 OF 4 M-..Regula,Council M-t,W 08101!2017 Page 62.f 343 j SAGUARO RANCH o SOUTH AMENDED o 1 arw po \ a \ SCALE:i"=50' N79°q 1 W 140 4OS'°W UQ N?9° 05, SCBE SGilEE7 N3 � i J xzr�n"� ` py13°59`g 176.89 OL. --- Abe f \30`1 PRIVATE INGRESS EGRESS ! 4 &UTILITY EASEMENT GRANTED TO LOT 97 BY THIS PLAT �2 SOUTH OUARTER CORNER g SECTION 20 FOUND 2"BRASS CAP I 1 376,2 , SURVEY MONUMENT SFCTI(iN?0 , 1 1349.29' i 5$9°46'45"W 1325.20 - -_ - -- - - SECTION 29 ... �, ...N89°46'45"E 2648.59' .c BASIS OF BEARINGS 26' 26` SE TRN R NI `� 29 26 FOUND OLD BRASS ® „_./ CAP Fly FL6 99 ` of 18005390 SF 30'PRS AT R'SS.EGR SSI f 3p 4.13 AC &UTILITY E N i 100-YEAR FLOODPLAIN _.Q( DOCKET 5697 PAGE 708 TABLE N ail 60`PRIVATE[NGRESSlEGRESS 3C 30LINE '� ' DOCKET 5185 PAGE 530 NAME DIRECTION ABLE LENGTH ----------------`---------- Q N FL1 S 89°59'49"W 44.93 r I oi; Fl-2 N 12°44'59"W 21.09 585°50'32"E 2,43, F1.3 N 0°09'40"E 247.26 FLA N 0°09'40"E 180.13 I FL5 N 79°04`06"0*01,29"E 49.25 a Il �9 I a aPi^7 4.93 FL7 SSFLB N b8°89°97'59`1849""E 24.E 335.30 8E j S O U T H AMENDED 1 `s �( 'L7 FL9 S 58°23'14"E 5.85 0. 1 A. I � `�~' r � a J ��.• �) LTi FL10 S 22°21'04"E 6.40 FL11 S 89°59'49"E 126.45 FL12 N 9158'50"E 69.92 FL13 N 80126'10"E 32.34 1 ( o FL14 S 9°26'36"W 27.87 It) �10'PRIVATE GRADING,DRAINAGE N89°57'25"W 347.45' o LL1 FL15 S 19198`23"E 40.35 8 UTILITY EASEMENT GRANA E 1 TO THE MASTER HOA BY THIS PLAT "PK"NAIL=WI+---" FL16 5 89°59`49"E 202.20 Ll�� If TAG LS 17 79 4 EROSION HAZARD SETBACK TABLE LINE TABLE CDC NAME DIRECTION----LENGTH 100 I = EHS1 S 89°59'49"E 93.72 /1 ? ool Of 1011 g.16 SF I �• �O, j EHS2 N 71°46`48"W 45.99 1 y`y ool 4°13 AC EHS3 N 32158`57"W 8.35 fJ EHS4 N 19°18'23"W 22.38 EHS5 N 9126`36"E 32.28 EHS6 5 80°26'11"W 52.88 EHS7 N 89°59,49„W 39.48 FN56.... EHS8 N 16°24'08"W 29.88 Oi�yQ, FI-13 7 EHS9 N 56°55'05"E 28.40 £N5�6 -'- p_ °1 EHS90 N fib°44'22"E 64.02 j t'u I ENS71 S 46°22`51"E 47.25 EHS92 S22°21'04"E 16.75 + / 9- '�. NAypRD•y (� EHS13 S 78°45'57"E 19.90 't OO / {"f l`' i\QN C• iSETgACK�IyS EROSION EHS74 N59°40`04"E 26.96 q24 N \�' f HAZARD ENS N 9°58'50"E 21.13 9 F x3 ti SF?BA Q °`r -�-,Ngz 1 SEETBACKf"'.. EH516 N 80°26'91"E '.53.06 EHS7 44 FL11 Cf{ EHS1 FL16 ,.> �FL1 Jl1 ! O4R 2"ACP �\ J 2"I ACP RLS 17479 J \ 589`59`49"W 790.68' R&M °\ 1, RLS 23379 °� o� ��® ` ---._...-✓ \ 1,„ "u-}l U.A R D R A 7�)C H \ f TAGGED R SEBA 379 V S1)UTH--'AMENDED \ 6 9 - ` CA FFL i C DOU174TGLAS E.o� F I NA L PLAT(�(-O R \l\\\ PtEZZIAUL J. SCHt•7E�E SAGUARO R RANCH I-B +44pNA yS@ �9?TepNA LOTS 97 THRU 100 1 -..� '°'^es 3J31t mtras 6!1 �� `�`Q AND COMMON AREA °°A'• A RESUBDIVISION OF BLOCK"A"OF SAGUARO RANCH 7 (/ SOUTH AMENDED,LOTS 1-31.PARCEL"A".BLOCK"A"AND COMMON AREAS"A"."B 3945 OPT WELL ROAD-SUITE 111 �-364,A ` AND"C"AS RECORDED IN BOOK 59,PAGE 69,LOCATED WITHIN A PORTION OF ® TUCSON,AZ 85712 "'-7 + SECTIONS 20&29,TOWNSHIP 19 SOUTH,RANGE 13 EAST AND GILA&SALT RIVER (-FA2a79s-X) two524322h956 1 \ MERIDIAN,TOWN OF MARANA.PIMA COUNTY,ARIZONA. ENGINEERING COMPANY ricken g'neering.<om P[f�la®O®O(].f PR`/17®�-003 7 ®5 Di­.e",6�.02ge.5aRama- L,I,0.i Phoenix o RELATED CASES.PRV-04043f f ver r F:\3t69\364'\3641A\TUC v7_S-ds_553.dscript Fc\3169\3641\3641A\3641AfpO4.dgn 12-JUN-2017 15824 SHEET 4 OF 4 Manna Regular Council Meet,N 08/01/2017 S E Q y`, Page 63of 343 rho Site W Cougar CanVon To "IbBlyd 6. M E 0 Z W 8 U Tter 1 ce 0 Butterfly Mountain Moore Road z W Moore Rd 0 % 2 z z L) z 4 N ji, PRVI 703-003: Final Plat for Saguaro Ranch 1-B W- -E This map wEs,gererated frim the Tovyn of Marara s GIS'-Neb rnappirg system and is-.o be used fcr reference use only.GIS data is,constantly-hanging so layers that appear or his map way or way nat be a.-cuand or current depencing an the date nd tim e this map vy a s c rented. MAPANA AZ 7/1 /:tMa a Regular Council_m"ee'-ti-ng-'b8/01/2017 , Page 64 of 343 D 19 7 7 q � Development ! lay � N - -- joy MARANA t 1 555 Vest Civic Center Drive/Marana,AZ 85653 Ph (5201382-2600 Fax (520) 362-2641 PROJECT APPLICATION `,PROJECT N �b Project Name: FINAL PLAT FOR SAGUARO RANCH I-B Description of Project, R SU B Bt-. K A SAGA RO RANCt4 SO"'UTH AMENDED �um i,;r of Lots: Parcel No.(s). 219-10-1160 C Gross Area (Acres): 20.63 Y Proteci Address; 13566 N OLD RANCH HOUSE ROA D Ref.P.._.. _ _ � ,.�__._____......_..__.__.�_._��.• ihH-inwn � .. rojeat fro.r PRV-08009f, PRV-04043f "CONfACT INFORMATION ner: NORTHLI HT TRUST I Contact Dianne: GREG WALTER Address4, 60 E 42ND STREET,, ROOM 2800 City: NEW YORK Slale: NY ZAP: TO 165 Email: gwafter nort lig hi f ina rcial.cibm Phone No,A J646 873 Y6546 Ap canl: RICK ENGINEERING COMPANY,INC, Contact Name: Cf-iU CK MARTIN Address., 3945 E FT LO ELL RD,STE 111 City; TUCSON 'Mate: A7' ip 857/1 E-mail- cmart'ln ricken ineering.co Phone Il k. f520)795-1000 Consultant/Engineer, RICK ENGINEERING COMPANY, IN Contact Name., PALM..IEZZI � Address 3945 E FT LOWELL RLQ,STE 111 City. TuCS � State: AZ Zip-i, 85712 Email: pie Wickenglneering.co m Phone, No., (5201795-1000 OWAFR/APPLICANT fi'"ibill 1, the undersigned, certify that all of the f=,ts set forth in this application are true and correct to the best of } rear.,lea and t I °at e knill-ter the a n i're° e i I� pi,op�-rty h.,l ;-i- �-) .)wr�� 5 to file this c�ri.k�-•''I� [� I d. � ��pI�cafi� i rr��f If�c�� '�..�Y�j d �.�t C_]�I� t�"ti'tjl t��l�l'��`�Itit'�I "._�'I �1 tf"�`��_.�I i t l f rX A P Iic10 INT) FOR OFFICIAL USE Projed No. We P\eceived �L r i.. � _...., . _ •mm me:.re- ...w.�a°.___._. ...�_.��._....Fw—r�....rvs.we,u..,m..®.uu� ❑Specific Pica Q!General Plan Amen+irnent �. I'r I r l�I r _� r i i` C�l gal Plat 0 Signe riaant Land Use Change 13 Minor Lard Division _�r. .i�� l° ��' t P�i I I 0 Development Plan i� kage Ll drag ans/Easements I.i gree a� :r F _- -,i:. �: e ' 13 Conditional Use Pem* ., Repod y �r ---- ---- D SVVPP -.1 Nlo ive Plon't PhN.-in 0 Notive Plant Excap4oh ❑Other. —.— �- 3 11 nproven%1r e ret Pilin +Tv r�,) r 1/2016 Marana Regular Council Meeting 08/01/2017 Page 65 of 343 'Ad � MARANA AZ ESTABLISHED 1977 Council-Regular Meeting C5 Meeting Date: 08/01/2017 To: Mayor and Council From: Shannon Shula, Senior Planner Date: August 1, 2017 Strategic Plan Focus Area: Not Applicable Subject: Resolution No. 2017-072: Relating to Development; approving a preliminary plat for Saguaro Bloom Block 1 Lots 1-395 and Common Areas A, B and C; located south of the intersection of Lambert Lane and Airline Drive (Shannon Shula) Discussion: Request EPS Group, Inc., representing D.R. Horton, Inc., is requesting a recommendation to the Town Council for approval of a preliminary subdivision plat consisting of 395 lots and common areas "A", "B" and "C" on 90.95 acres within the Saguaro Bloom (formerly known as Saguaro Springs) development. Location The subdivision will be located within Block 1 of the Saguaro Springs (the original name of the development) block plat at the southeast corner of Airline Road and Lambert Lane in Section 18, Township 125, Range 12E. History On November 15, 2005, Town Council adopted Ordinance 2005.14 approving the rezoning of 217 acres from "R-144", "R-361 , "R-6", and "MH" to zone "F", thus creating the Saguaro Springs Specific Plan. The purpose of the rezoning is to allow for single family detached and attached residential developments, a school and a public park. In 2011, the development project name was changed from Saguaro Springs to Saguaro Bloom. Zoning The zoning for Block 1 is "F" (Specific Plan) per Ordinance 2005.14 Saguaro Springs Specific Marana Regular Council Meeting 08/01/2017 Page 66 of 343 Plan and the specific plan designated land use is MHDR (Medium High Density Residential). The overall density of the subdivision is 4.34 residences per acre. The minimum lot size is 5,175 square feet (lot 2). The maximum lot size if 14,671 square feet (lot 344). The average lot size is 6,524 square feet. The subdivision proposes to develop 59.26 acres of the project area as residential lots, 13.21 acres for common areas 'A', 'B', & 'C' and 16.56 acres for right-of-way. Access and Circulation The subdivision will have two primary access entries off of Lambert Lane along the northern boundary of the subdivision. Both access entries (Street "A" and Street "J") will be landscaped and have entry monuments. All streets are public and meet the Marana subdivision street standards. All streets follow the typical roadway section with a 42-foot wide right-of-way, depicting two 5-foot wide sidewalks, two 10-foot travel lanes, and two 6-foot parking lanes. The subdivision will add 3.2 miles of new public streets. Infrastructure and Utilities The subdivision is located within the Town of Marana Water service area and all water supply is assured. Tucson Electric Power and Southwest Gas will provide services to the subdivision. Marana Water will provide sewer service to this subdivision. Staff Recommendation: Staff has reviewed the request against the requirements of the Marana Land Development Code, Saguaro Springs (now Saguaro Bloom) Specific Plan and the Marana General Plan. This preliminary plat is in conformance with all required development regulations and staff recommends approval. Planning Commission At the July 26, 2017 Planning Commission meeting, the commission voted unanimously to recommend approval of the Saguaro Bloom Block 1 Preliminary Plat. Suggested Motion: I move to adopt Resolution No. 2017-072, approving a preliminary plat for Saguaro Bloom Block 1 Lots 1-395 and Common Areas A, B and C; located south of the intersection of Lambert Lane and Airline Drive. Attachments Resolution No. 2017-072 PRV 1608-003 Saguaro Bloom Blk 1 PP PRV 1608-003 Saguaro Bloom Blk 1 Location Map PRV 1608-003 Saguaro Bloom Blk 1 Application Marana Regular Council Meeting 08/01/2017 Page 67 of 343 MARANA RESOLUTION NO. 2017-072 RELATING TO DEVELOPMENT; APPROVING A PRELIMINARY PLAT FOR SAGUARO BLOOM BLOCK 1 LOTS 1-395 AND COMMON AREAS A, B AND C, LOCATED SOUTH OF THE INTERSECTION OF LAMBERT LANE AND AIRLINE DRIVE WHEREAS the Mayor and Council adopted Ordinance No. 2005.14 on November 15, 2005, approving the rezoning of 217 acres of land from "R-144", "R-36", "R-6" and "MH" to zone "F" creating the Saguaro Springs Specific Plan; and WHEREAS the Mayor and Council adopted Resolution No. 2004-15 on April 6, 2004, approving the final block plat for Saguaro Springs, recorded in the Pima County Recorder's office at Book 58 of Maps and Plats, Page 23; and WHEREAS EPS Group, Inc., on behalf of D. R. Horton, Inc., has applied for approval of a preliminary plat for a 395-lot single-family residential home subdivision within Block 1 of Saguaro Bloom located to the south of the intersection at Lambert Lane and Airline Drive; and WHEREAS, the Marana. Town Council, at the regularly scheduled meeting on August 1, 2017, has determined that the preliminary plat for Saguaro Bloom Block 1 should be approved. NOW, THEREFORE, BE IT RESOLVED by the Mayor and Council of the Town of Marana, Arizona., that the preliminary plat for Saguaro Bloom Block 1 Lots 1-395 and Common Areas A, B and C located to the south of the intersection at Lambert Lane and Airline Drive is hereby approved. PASSED AND ADOPTED by the Mayor and Council of the Town of Marana, Arizona., this 1 st day of August, 2017. Mayor Ed Honea ATTEST: APPROVED AS TO FORM: Jocelyn C. Bronson, Town Clerk Frank Cassidy, Town Attorney 00053393.DOCX/1 Marana Resolution No.2017-072 7/25/2017 4:54 PM Marana Regular Council Meeting 08/01/2017 Page 68 of 343 Preliminary Plat for 12 07 LAMBERT LN07 OS Saguaro Bloom Block I 3 m 817 PROJECT Lots I -395,Blocks I A-I C o LOCATION N Common Area"A"(Open Space,Recreation,Public Utilities,Road Maintenance&Signage), dJPQQ °o Common Area"B"(Open Space,Drainage,Recreation,Public Utilities,Road Maintenance&Signage) �� ,� ��` LOCATION MAP &Common Area C (Open Space&Recreation) °Q° 3"=1 MILE A Subdivision of Block I and Lots 1-9 of the Saguaro Springs Block Plat,as recorded in Book 58,of Maps&Plats,Page 23 3 18 17 LOCATED IN THE W Y2 OF SECTION 18, 24 19TWIN PEAKS R L19 20 i12S,R12E,G&SRM,TOWN OF MARANA, Being a portion of the West/of Section 18,T 12S,R 12E,G&SRM,Town of Marana Pima County,Arizona PIMA COUNTY,ARIZONA PRV 1608-003 APN 215-13-004B10- __ __ Y a STATE OF ARIZONA�� I--�--� i\�N 216-15 T--��--T--�I UNSUBDIVIDED _ I I m \ I I N LEGEND " C Q I _ NORTH CORNER ZONING: I I 11 I I I I SECTION 18 EXISTING PROPOSED SECTIQRNER ON 18 064C 0630 0620 a 061 A 0590 0580 I 0570 0560 !"IRON PIPE —I——J———-I_N89'47'51"E 2525.55' L ----------------------------------- PROJECT BOUNDARY 2 BCS S8T47'511N 114.96' Lambert i-n (BASIS OF BEARINGS)_ _ NV 2'09'W 214.99' _ _ _ PIMA COUNTY �� O TOWN OF MARANA — — RIGHT-OF-WAY CENTERLINE - NO'06'46"W 75.00' 5012'09"E 215.00' S89'47'S1"W 1874.74' 110�--T- --�-- �° — — — RIGHT-OF-WAY —--- ---— L=39.23'R=25.00' s fi a`e \ 8 , 395 11,/ / / / ScMt:1"250• ----------------- PROPERTY D=08T5e37" 216-40 77 1a O'° "''ib \�\13 10 6 394 '�O// // j // I EASEMENT NO'06'46"W 190.04' -012C 1� 6 'N\o \a F 5 / / / I - - ----------------- NO ACCESS ESMT q 9r O\ S Sdi I 100 YR FLOODPLAIN ------------------------- rSBT4,7'51"W '47-91IS 331.08'o ro` eerB e 8 q ^1 \O �1 ePV r 59 "W�. I — — — — 11 ,. `��� b''ti r "' .$ c� / 39x b / / / � PARCEL INFORMATION — — — ERasION HAZARD SErancK 12 SEE SHEET 4 �, b r r SEE SHEET 5, .q \ a9 / / / 209 b \ o O / PAVEMENT/CURB 13 208 s4 qbh '�w Hca„A” NX\f ti� \o /X989��,� // / // 00 G APN OWNER ZONING W WATER 14 y55 °�q0' q Q N oP ,y-y �B g /0. 216-15-0648 LANDMARK TITLE TRUST 6788-T SH IS 206 156 o`a,.,,Sr ee\q�gry� ��b / 61 0.85 Q\�yb \O /O / Q u I s �c\� SEWER /y'- 5 \\\ 8 �Cj / / 216-15-Dfi4C CASEY,VIOLA E&CASEY,KEV1N T&GUTMAN,MARGARET M SH 16 157 %°�r� q c /'/ 60 L N \ ?g c / I o E OVERHEAD ELECTRIC 205 h q �" h w.r 4 ti >'s /'� / Q -� O GJ 1 216-15-0630 POWELL,JOHN P SH �-UGE ,�� UNDERGROUND ELECTRIC D"X204 ISa Y po^ �i•yy� v)F`/26\ ti3 /\\�74/ (v� Dc�2 (� / 181-203 159 ,�, o�\ h 25 04\\�/ /`�Q 216-15-0620 BOTT,MARK E&JOYCE SH - - oq \ h 4y ce 1 / Q / SECURITY BARRIER 219 202 160 h O hti s S`/y 2j B3\• /Cv-1, / ^ Q- �• 216-15-0618 BELGARDE,SHARON M SH ---- --- �+ \q / r, 0 2 / �' Q HANDRAIL -------------- 220 201 161 �•�\ S/ /2 /2a 82 O\\//CJ'�^// C7 �� / 216-15-061A CARTER,ERIC W&LORRAINE A SH 421 200 162 II �°`/ �'\ /2 2 /�29 3g8/ \ \FO(v�Q2/ Q2'� l OO o SURVEY MONUMENT 13 22 199 163 /`b \o• /20 /�O /��O /.�Q�/ Q 0 0 r 216-15-0590 CONTORNO,DANIEL&JOANN SH _ --_ MAJOR CONTOUR N 23 198 164 I CA"A" 3 /p\Py b_ //9 /�/ �g9 I,�PQM('// jQ O� 21fi-15-0580 HO T,DENA R&CORTO,CHRISTINA SH _- 6� --_ MINOR CONTOUR 25 SH 1 i97 SEE SHEET 7�,��ery �,�� ^SEE SHEET 8 �� /O� Q Q� P Q7Q / 216-15-0560 RYDER216-15-0570 BOTT,?BRIAN RAVIS EDWIN STARRTLYNIN EDZABEiH SH QtooExCFS 100-YEAR STORM O W Q 26 5 '1 \ by a M,Sy/ a q /� / 3j Q \\ Gj l Ln z / �/ \\\ 216-40-0120 TOWN OF MARANA F 1 Ry a0. \b0 q �y�ti b� �� 2�a r yo /�Q A OU O .L�yg \q'+a ry b\.,h/� 'h,6b^'b.6 p,\ \ .+')2/�.�/ ��y�% \\\\ / 21 fi-40-0130 PIMA COUNTY WASTEWATER MANAGEMENT F �i Li �Q>� p Z \tiry��P\�j�b :`he row 1 a5 /�ti .GQ ABBREVIATIONS 0 m Z b o \\ .y'7 b moor/4`1 p ^.C`0 X344 //�/a / O G�'['J \\\\ / N LJCn O N ry rym°`��^ /rtiryti��l b\���� \��4v' \'\VO/6 1 // Oryx O \\\\ % Ac ACRES MW MARANA WATER Z b \\ \ \�, _/ / O \\\ / AC ASPHALTIC CONCRETE OHE OVERHEAD ELECTRIC ZZ Q �� \\ o\�/�° dyg2�� /��// // Q \\\ / APN ASSESSOR PARCEL NUMBER PAD FINISH PAD ELEVATION BCSM BRASS CAP SURVEY MONUMENT PAG PIMA ASSOCIATION OF GOVERNMENTS a Q Cl) 299/ titi ham`\IB\��°��^�Ry7��',;•y�c� / /��Q�Q \�\J CMPA CORRUGATE METAL PIPE ARCH PG PAGE SMENT EE SHEET 9 ~it �� //% ^�Q��O J CAP COMMON AAREA TE METAL PIPE Q ox EXISTING 100-YEARLIC 1 EFLOW �I 294 v yea ro ryy�b O• / / lb'zz�, DKT DOCKET QDEy DEVELOPED 100-YEAR FLOW al 295 O DOT DEPARTMENT OF TRANSPORTATION RCBC REINFORCED CO NCRETE BOX CULVERT 296 \ -OF-WAY v EHS EROSION HAZARD SETBACK ROW RIGHT 297 •'^_` O ESMT EASEMENT RYS REAR YARD SETBACK 298 ^I"/`•^'�b�b•\b^'•� 1��'s6 r\\i // / P�O FFE FINISH FLOOR ELEVATION SD STANDARD DETAIL sro 'd4 y\ / / Gj FYS FRONT YARD SETBACK SF SQUARE FEET a 300 aI titi �rAK�3 9 r �d\/ j GB GRADE BREAK S/W SIDEWALK 302°I I ry,n a~ryti w° �,A�,2/ 00,ATO: % HP HIGH POINT SVT SIGHT VISIBILITY TRIANGLE 2 LP LOW POINT SYS SIDE YARD SETBACK tL 303�N 14�ti 3X290/ Q/ /\ LS/RLS REGISTERED LAND SURVEYOR TEP TUCSON ELECTRIC POWER b ,+28 pc /Y MH MANHOLE TOM TOWN OF MARANA a 305I e�,p 32M&P MAPS AND PLATS WHIA WATER HARVESTING INFILTRATION AREA 6 306 I CA"A"/ T2s // �\ ADMINISTRATIVE ADDRESS: 308 I SEE SHEET 1 I ��' ----- -- 309 32 2\ Q / 9395 W.LAMBERT LANE oSECTION 18 310 319 to 2"LCP 311 318 APPROVALS: n 312 / L T 317 to N 313/ / / / Y BY P.E. :5 all 7 �^ MARANA TOMENGINEER/DEVELOPMENT ENGINEER DATE J LJ ."-'315 \ // /�TO,/ Q'� T\ Ln o o �\ ��// ���// / 0 C.) T By a 0 C)W= / // / �Q[� Q 1 MARANA PLANNING DIRECTOR DATE Z 0� n r`�/ y O 1 E r7 Q �� /� / ���\�1�(j' T\ BY NORTHWEST FIRE DISTRICT DATE v mZ / /�Q �Q v Q Z Z F // /P O�j4JOREF:PRV-9955 PRY1608-003 o N D_fn O Z Q j / PQ ti OWNER/DEVELOPER: ENGINEER: Preliminary Plat for Scale: 1"=250' Z ' % JPO `e e Conte urinrerval:N/A Z Q z IZ / �,0 9 Saguaro Bloom Block N Q Z N V I/ // �P D•R•HOHION" E P S .q /'� Lois I-395,Blacks IA-IC,Common Area"A"(Open Space,Recreation, C 0 I 53192 J 0 cRBENN PADL- Public Utilities,Road Maintenance&Signage),Common Area"B"(Open Space, Q/ SHEET INDEX cas dE��"'-' BENNE N Q0 y Drainage,Recreation,Public Utilities,Road Maintenance&Signage)& �� G R 0 U P `�a ��/ Sheet No. (r � 1 CSOI COVER&INDEX SHEET Common Area"C"(Open Space&Recreation) s A Subdivision of Block I and Lots 1-9 of the Saguaro Springs Block Plat, I Q dV 2 GN01 NOTES&DETAILS D.R.HORiON,ARIZONA F+o�pNA,uSPg as re g 3580 WEST INA ROAD,STE 100 8710 N.Thornydale Rd,Suite 140 s p3 3 recon. in Book S8 of Maps&Pins,Page 23 3 SPOI SITE PLAN TUCSON,AZ 85741 Tucson,A7 85742 Being a portion of the West of Section 18,T12S,R12E,G&SRM, W Town of Marna,Pima County,Arizona O� I I 4-11 PR01-PR08 PLAN SHEETS ATTN:BRENi DAMS r:szo.aos.laoo F:520.408.1403 Drawn by: BEZ 01/17 E PH:(520)790-6005 www.e p s g r o u p i n c.c o m Designed by BEZ 01/17 EPS Pr J cc No.16-042.1 Date:07/19/17 Marana Regu r uno ee Ing ge o GENERAL NOTES: GENERAL SEWER NOTES: GENERAL SEWER NOTES: 1. GROSS AREA OF THIS DEVELOPMENT IS 190.95 ACRES(±3,961,786 S.F.) EVALUATED BY NORTHWEST FIRE DISTRICT FOR AUTOMATIC FIRE SPRINKLERS. 1. ALL DESIGN STANDARDS,MATERIALS AND WORKMANSHIP FOR PUBLIC SANITARY SEWERS SHALL BE IN WHO CLAIM CULTURAL OR RELIGIOUS AFFINITY TO THEM CAN MAKE APPROPRIATE ARRANGEMENTS FOR THE 2. CURRENT ZONING IS"I'"(SPECIFIC PLAN),PER ORDINANCE 2005.14.LAND USE PER SAGUARO SPRINGS SPECIFIC 36.A MAXIMUM OF 30 DAYS BEFORE GRADING,A 100%AREA SURVEY FOR THE BURROWING OWLS WILL BE ACCORDANCE WITH THE PIMA COUNTY REGIONAL WASTEWATER RECLAMATION DEPARTMENT(PCRWRD) REPATRIATION AND REBURIAL OF THE REMAINS.THE HUMAN REMAINS WILL BE REMOVED FROM THE SITE BY A PLAN IS MHDR(MEDIUM HIGH DENSITY RESIDENTIAL). COMPLETED BY A QUALIFIED WILDLIFE BIOLOGIST,WITH A COPY OF THE SURVEY FORM SENT TO THE TOWN PRIOR ENGINEERING DESIGN STANDARDS 2016 AND THE STANDARD SPECIFICATIONS AND DETAILS FOR CONSTRUCTION PROFESSIONAL ARCHAEOLOGIST PENDING CONSULTATION AND REVIEW BY THE ARIZONA STATE MUSEUM AND THE 3. THE NUMBER OF RESIDENTIAL LOTS FOR THIS SUBDIVISION IS 395.THE OVERALL DENSITY OF THIS SUBDIVISION IS TO THE ISSUANCE OF A GRADING PERMIT.(PLEASE NOTIFY MARANA ENVIRONMENTAL PLANNING AT 2016 EXCEPT AS MODIFIED HEREBY.SAID DOCUMENT IS AVAILABLE THROUGH THE PCRWRD WEBSITE CONCERNED CULTURAL GROUPS. 4.34 RESIDENCES PER ACRE. 520-382-2600 AND ALLOW ACCESS TO PERFORM THE BURROWING OWL SURVEY,AT NO COST.) (www.pima.gov/wwm/eng/des�std.htm). 21. SURVEY CUT SHEETS SHALL BE DEVELOPED IN ACCORDANCE WITH SUBSECTION 3.2.3(A)(i)OF THE 4. THE TOTAL LENGTH OF NEW PUBLIC STREETS IS 3.2 MILES. 37.ALL OPEN SPACE AND LANDSCAPING WITHIN THIS SUBDIVISION SHALL BE IN ACCORDANCE WITH THE OPEN SPACE AND DESIGN STANDARDS OUTLINED IN THE SPECIFIC PLAN. 2. THE CONTRACTOR SHALL CONTACT ARIZONA 811(DIAL 811 OR 1-800-782-5348)A MINIMUM OF Two PCRWRD STANDARD SPECIFICATIONS AND DETAILS FOR CONSTRUCTION 2016.CERTIFIED CUT SHEETS SHALL BE 5. THE MINIMUM ALLOWABLE LOT SIZE PER MHDR IS 4,000 S.F.THE MINIMUM LOT WIDTH PER MHDR IS 40';THE SUBMITTED TO MARANA WATER CONSTRUCTION INSPECTOR PRIOR TO COMMENCEMENT OF SEWER CONSTRUCTION. MINIMUM LOT DEPTH PER MHDR IS 80' 38.POTENTIAL BUYERS ARE TO BE ADVISED THAT THIS PROJECT FALLS IN THE AIRPORT INFLUENCE AREA AND IS (2)BUSINESS DAYS PRIOR TO COMMENCING CONSTRUCTION ACTIVITIES.THE CONTRACTOR SHALL KEEP ALL THE CUT SHEETS ARE FOR THE PROJECT FILE AND COMMENCEMENT OF SEWER CONSTRUCTION WILL NOT BE 6. THE MINIMUM LOT SIZE PROVIDED IS 5,175.0 S.F.(LOT 2) SUBJECT TO FREQUENT OVERFLIGHT BY GENERAL AVIATION AIRCRAFT.AN AVIATION EASEMENT HAS BEEN UNDERGROUND FACILITY LOCATION REQUESTS UP-TO-DATE AND COMPLY WITH APPLICABLE ARIZONA REVISED DELAYED DUE TO REVIEW OF THE DELIVERABLE.ANY ERRORS OR OMISSIONS RESULTING IN IMPROPER SEWER RECORDED ON THIS PROPERTY PER DOCKET 12292,PAGE 6650 STATUTES(A.R.S.),TITLE 40,CHAPTER 1,ARTICLE 6.3,SECTION 40-360.22.CONCERNS REGARDING THE THE MAXIMUM LOT SIZE PROVIDED IS 14,671.6 S.F.(LOT 344) ACCURACY BETWEEN THE UNDERGROUND FACILITY MARKINGS AND THE PROJECT PLANS SHALL BE IMMEDIATELY CONSTRUCTION SHALL NOT BE THE RESPONSIBILITY OF MARANA WATER.REFER TO SUBSECTION 3.2.3(A)(N)FOR THE AVERAGE LOT SIZE PROVIDED IS 6,524.0 S.F. BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER. ALIGNMENT VERIFICATION REQUIREMENTS INCLUDING THE SPACING REQUIREMENTS FOR GRADE STAKES. 7. THE MAXIMUM ALLOWABLE BUILDING HEIGHT IS 30 FEET. ASPHALT CONCRETE LAC 3. THE CONTRACTOR SHALL FIELD VERIFY EXISTING SEWER ELEVATION AND ALIGNMENTS PRIOR TO 22. SURVEY LAYOUT AND SURVEY CONTROL SHALL BE PERFORMED BY,OR UNDER THE DIRECT SUPERVISION 8. MINIMUM BUILDING SETBACKS(PER SPECIFIC PLAN): AGGREGATE BASE COURSE(ABC) CONSTRUCTION AND IMPLEMENTATION.VERIFICATION MAY REQUIRE POT-HOLING. OF,A REGISTERED LAND SURVEYOR(RLS)REGISTERED IN THE STATE OF ARIZONA.PRIOR TO THE START OF COMPACTED SUBGRADE OR LIME STABILIZED COMPACTED SUBGRADE SURVEY ACTIVITIES,THE INDIVIDUAL OR COMPANY RESPONSIBLE FOR SURVEY LAYOUT AND CONTROL SHALL FRONT =10' 4. ANY ACTIVITY THAT MIGHT AFFECT THE SANITARY SEWER SYSTEM(MATERIALS ENTERING THE SYSTEM, CONTACT MARANA WATER TO ARRANGE A MEETING TO REVIEW SURVEY CONTROL,(HORIZONTAL AND VERTICAL), SIDE =0'or 5'(A ZERO LOT-LINE OR 2-CONFIGURATION IS PERMITTED FOR DEVELOPMENT OF MHDR OPTI IN SECTION AC(IN) ABC(IN) SUBGRADE(IN) CONVEYANCE AND/OR TREATMENT)REQUIRES APPROVAL AND/OR PERMIT BY MARANA WATER PRIOR TO ANY TO BE UTILIZED ON THE PROJECT. DETACHED PRODUCTS;HOWEVER,A 3-FOOT ACCESS EASEMENT ON THE ADJACENT PROPERTY V No MUST ALSO BE PROVIDED. 1 1 3.0 4.0 6.0'� ACTIVITY. 23. OMISSIONS OR CONFLICTS BETWEEN VARIOUS ELEMENTS OF THE DRAWINGS,NOTES AND DETAILS SHALL STREET SIDE =10' 2 1 3.0 4.0 15.0- 5. SEWER CONSTRUCTION SHALL NOT COMMENCE UNTIL(A)PIMA COUNTY DEPARTMENT OF ENVIRONMENTAL BE BROUGHT TO THE ATTENTION OF THE ENGINEER A MINIMUM OF 48 HOURS BEFORE THAT PORTION OF THE REAR =10' QUALITY(PDEQ)HAS ISSUED A CERTIFICATE OF"CONSTRUCTION AUTHORIZATION"FOR THIS PROJECT,(B)THE PROJECT IN QUESTION IS TO BE CONSTRUCTED.IF THE ENGINEER IS NOT NOTIFIED ACCORDINGLY,ANY 9. PARKING PROVISIONS INCLUDE FOUR ONSITE PARKING SPACES FOR EACH LOT PAVEMENT OPTIONS CONTRACTOR HAS OBTAINED A PUBLIC SEWER CONSTRUCTION PERMIT FROM THE TOWN OF MARANA AND(C)A DISCREPANCIES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND/OR SURVEYOR. GARAGE(2 EA):790 NOT TO SCALE PRE-CONSTRUCTION MEETING WITH THE ASSIGNED MARANA WATER CONSTRUCTION INSPECTOR IS SCHEDULED AT 24. ARIGHT-OF-WAY USE PERMIT IS REQUIRED FOR CONSTRUCTION IN PUBLIC RIGHT-OF-WAY. DRIVEWAY(2 EA):790 --WORK SHALL CONFORM TO MAG 309,"LIME STABILIZED OR MODIFICATION OF SUBRADE­.LIME LEAST THREE(3)FULL WORKING DAYS PRIOR TO THE START OF SEWER CONSTRUCTION.FLOW MANAGEMENT 25. CALL MARANA WATER AT(520)380-2570 REGARDING ALL QUESTIONS INVOLVING THE PREPARATION OF TOTAL PROVIDED 395 LOTS @ 4 EACH 1580 SPACES. STABILIZED SHOULD EXTEND FROM BACK OF WALK THROUGH THE ROADWAY TO BACK OF PLANS SHALL BE SUBMITTED TO MARANA WATER THIRTY(30)DAYS PRIOR TO THE PRE-CONSTRUCTION FLOW MANAGEMENT PLANS.PCRWRD STANDARD SPECIFICATIONS AND DETAIL FOR CONSTRUCTION 2016 MANUAL 10.SUBDIVISION AREAS: WALK.A MIX DESIGN,METHODOLOGY AND TENTATIVE SCHEDULE FOR QUALITY CONTROL MEETING. SECTION 2.2.1 APPLIES TO ANY PROJECT THAT REQUIRES TRENCHING WITHIN SIX(6)FEET HORIZONTALLY AND RESIDENTIAL DEVELOPMENT AREA =59.26 ACRES SHALL BE FORWARDED TO THE TOWN OF MARANA FOR REVIEW PRIOR TO COMMENCEMENT OF 6. IMMEDIATELY REPORT ANY RELEASE OF SEWAGE,AND/OR ANY DAMAGE TO OR THE DROPPING OF DEBRIS /OR TWO(2)FEET VERTICALLY OF AN EXISTING PUBLIC SEWER LINE.PRECEDING ANY WORK THAT MAY COMMON AREA"A" 2.66 ACRES WORK. INTO THE PUBLIC SANITARY SEWAGE CONVEYANCE SYSTEM TO MARANA WATER.TAKE IMMEDIATE ACTION TO AFFECT A LIVE SEWER,IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO:(A)IDENTIFY AND INCLUDE ALL (OPEN SPACE,RECREATION,PUBLIC UTILITIES,ROAD MAINTENANCE,&SIGNAGE) --PRIOR TO PLACING THE NON-SPEC AB THE NATIVE SUBGRADE SOILS SHOULD BE SCARIFIED, CONTAIN THE SANITARY SEWAGE OVERFLOW(SSO)FROM THE SEWER SYSTEM.THE CONTRACTOR SHALL BE FLOW MANAGEMENT COSTS IN THE CONSTRUCTION BID AND(B)PROVIDE A FLOW MANAGEMENT PLAN THIRTY COMMON AREA"B" =9.87 ACRES MOISTURE CONDITIONED,AND COMPACTED.A TENSAR TRI-AX GEOGRID SHOULD BE PLACED RESPONSIBLE FOR ALL COSTS TO REPAIR THE SYSTEM,FOR ALL EXPENSES TO MITIGATE THE RELEASE AND TO (30)DAYS PRIOR TO A PRE-CONSTRUCTION MEETING WITH MARANA WATER.REFER TO PCRWRD STANDARD ON THE COMPACTED FROM BACK OF WALK,THROUGH THE ROADWAY SECTION TO BACK OF DISINFECT THE RELEASE AREAS AND FOR ANY REGULATORY PENALTIES LEVIED ON MARANA WATER BECAUSE (OPEN SPACE,DRAINAGE,RECREATION,PUBLIC UTILITIES,ROAD MAINTENANCE,&SIGNAGE) WALK.PLACEMENT OF THE NON-SPEC AB WITH SOME PLASTICITY INDEX(PI)AND SOIL PARTICLES THE SSO ENTERED A NATURAL DRAINAGE WAY OR STORM WATER DRAINAGE SYSTEM.THE CONTRACTOR SHALL SPECIFICATIONS AND DETAIL FOR CONSTRUCTION 2016 MANUAL. COMMON AREA"C" =0.68 ACRES THAT PASS THE#200 SCREEN SHOULD EXTEND FROM BACK OF WALK THROUGH THE ROADWAY REPAIR ALL DAMAGE AS DIRECTED AND APPROVED BY MARANA WATER AT NO COST TO MARANA WATER. 26. IF THIS PROJECT REQUIRES A FLOW MANAGEMENT PLAN AS DETERMINED BY PCRWRD STANDARD (OPEN SPACE&RECREATION) TO THE BACK OF WALK.THE NON-SPEC AB SHALL BE APPROVED BY THE GEOTECHNICAL ENGINEER AND THE TOWN OF MARANA. 7THE INSPECTION OF THE CONTRACTOR'S WORK BY AN AGENCY AND/OR MARANA WATER STAFF SHALL IN SPECIFICATIONS AND DETAILS FOR CONSTRUCTION 2016 MANUAL SECTION 2.2.1,IT IS THE RESPONSIBILITY OF . BLOCKS IA-1C =1.92 ACRES THE CONTRACTOR TO(A)IDENTIFY AND INCLUDE ALL FLOW MANAGEMENT COSTS IN THE SEWER CONSTRUCTION RIGHT-OF-WAY =16.56 ACRES MINIMUM PAVEMENT SECTION PER TOWN OF MARANA SUBDIVISION STREET STANDARDS AND NO WAY RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY FOR COMPLIANCE WITH THE REQUIREMENTS OF THE THE RECOMMENDATIONS PER GEOTECHNICAL ENGINEERING EVALUATION PREPARED BY PROTEX, CONTRACT DOCUMENTS,CONSTRUCTION PLANS AND/OR SPECIFICATIONS.IF THE ENGINEER OF RECORD OR BID SUBMITTED WITH THE PUBLIC SEWER PERMIT APPLICAflON,AND(B)PROVIDE A FLOW MANAGEMENT PLAN 11. THE BASIS OF BEARINGS FOR THIS PROJECT IS THE NORTH LINE OF THE NORTHWEST QUARTER OF SECTION 18, PROJFCT#5608,DATED JUNE 20,2016. MARANA WATER STAFF FAIL TO POINT OUT A DEFECT,DEFICIENCY OR ERROR IN THE WORK FROM LACK OF AT LEAST THIRTY(30)DAYS PRIOR TO THE PRE-CONSTRUCTION MEETING WITH MARANA WATER PRIOR TO TOWNSHIP 12 SOUTH,RANGE 12 EAST,AS SHOWN ON THE FINAL PLAT OF SAGUARO SPRINGS,BLOCKS I THRU BEGINNING SEWER CONSTRUCTION.MARANA WATER WILL REVIEW THE FMP WITHIN 10 BUSINESS DAYS TO 10&A THRU D AND LOTS I THRU 9 AND A AND B,AS RECORDED IN BOOK 58 OF MAPS AND PLATS,PAGE 23, 10'PUBLIC 42'RIGHT-OF-WAY 10,PUBLIC DISCOVERY OR FOR ANY OTHER REASON,IT SHALL IN NO WAY PREVENT LATER REJECTION OR RELIEVE THE UTILITY, 28'PAVED ROAD UTILITY, CONTRACTOR OF PERFORMING CORRECTIONS TO THE UNSATISFACTORY WORK WHEN DISCOVERED.THE ACCOMMODATE REVIEW AND REVISION CYCLES.REFER TO SECTION 2 OF THE PCRWRD STANDARD SAID BEARING BEING N89'47'51"E. ROADWAY 5' 6' 10. 10, -C-'E 5, ROADWAY CONTRACTOR SHALL NOT FILE A CLAIM FOR LOSSES SUFFERED DUE TO ANY NECESSARY REMOVALS OR SPECIFICATIONS AND DETAILS FOR CONSTRUCTION 2016.FOR ANY QUESTIONS REGARDING FLOW MANAGEMENT, 12.THE BASIS OF ELEVATION FOR THIS PROJECT IS PIMA COUNTY/CITY OF TUCSON DOT GEODETIC CONTROL POINT MAINT& -PARKIN TRAVEL TRAVELPARKING MAINT& � REPAIRS RESULTING FROM THE UNSATISFACTORY WORK. PLEASE CONTACT MARANA WATER(520)382-2570. "JOY,A PK NAIL IN ASPHALT IN LAMBERT LANE,EAST OF PORTLAND AVENUE,SAID ELEVATION BEING 2084.52 SIGNAGE 2' �L NF LAN SIGNAGE (NAVD88). FSMT FSMT 8. THE CONTRACTOR SHALL COMPLY WITH APPLICABLE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION 27. THE CONTRACTOR SHALL FURNISH,OPERATE AND MAINTAIN ALL EQUIPMENT AND LABOR NECESSARY TO SIDEWALK (OSHA)REGULATIONS AT ALL TIMES. PROVIDE CONTINUOUS 2+HR/DAY SANITARY SEWER SERVICE TO ALL PARTIES TRIBUTARY TO A LIVE SANITARY 13.DEVELOPER WILL COVENANT TO HOLD TOWN OF MARANA,ITS SUCCESSORS AND ASSIGNS HARMLESS IN THE 200 ID -382-257 EVENT OF FLOODING. 4"ROLL CURBFt PAVEMENT SECTION PAG S 9 ALL SITE GRADING,INCLUDING FILL AND COMPACTION,SHALL BE COMPLETED PRIOR TO THE INSTALLATION SEWER TO WHICH A CONNECTION IS TO BE MADE.MARANA WATER SHALL BE NOTIFIED AT(520 )A 0 14.DRAINAGE WILL NOT BE ALTERED,DISTURBED OR OBSTRUCTED WITHOUT THE APPROVAL OF THE MARANA TOWN MAG SID 2204(TYPE C,D) (a) OF SANITARY SEWERS TO A MINIMUM OF 4 FEET OVER THE TOP OF THE SEWER PIPE AS INDICATED ON THE MINIMUM OF TWO(2)BUSINESS DAYS PRIOR TO COMMENCING ANY CONSTRUCTION ACTIVITIES THAT COULD SLOPE PER PLAN:1%SUPER LT/RT or 2%CROWN EITHER ADVERSELY IMPACT THE FLOW WITHIN A LIVE SANITARY SEWER SYSTEM,OR INVOLVE CONNECTION TO COUNCIL. *1�MAG SID 220-1(TYPE C)FOR 2%CROWN PLANS OR AS OTHERWISE DIRECTED BY MARANA WATER. 15.DRAINAGEWAYS WILL BE CONSTRUCTED ACCORDING TO APPROVED PLANS PRIOR TO THE ISSUANCE OF ANY MAG SID 220-1(TYPE D)FOR 1%SUPER ANY PUBLIC SANITARY SEWER.THE CONTRACTOR'S ATTENTION IS DIRECTED TO SECTION 2 OF THE PCRWRD 10. SANITARY SEWER CONSTRUCTION SHALL START AT THE LOWEST DOWNSTREAM POINT AND PROGRESS STANDARD SPECIFICATIONS AND DETAILS FOR CONSTRUCTION 2016. PERMITS FOR LOTS AFFECTED. TYPICAL ROADWAY SECTION e UPSTREAM,REGARDLESS OF THE STATIONING SHOWN ON THE PLANS.IF NOT,THE CONTRACTOR SHALL PROVIDE N 16.HOMEOWNER'S ASSOCIATION WILL BE FORMED TO ACCEPT RESPONSIBILITY FOR MAINTENANCE,CONTROL,SAFETY NOT TO SCALE AN OUT-OF-SEQUENCE LETTER FOR APPROVAL BY MARANA WATER. 28. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ADJUST OR RECONSTRUCT ALL SANITARY SEWER MANHOLES AND LIABILITY OF PRIVATE DRAINAGEWAYS,DRAINAGE EASEMENTS AND COMMON AREAS. TO FINISHED GRADE.ALL FRAMES AND COVER ADJUSTMENTS ARE TO BE IN ACCORDANCE WITH PCRWRD 11. THE HORIZONTAL AND VERTICAL SEPARATION BETWEEN PUBLIC WATER MAIN AND PUBLIC SEWER LINE STANDARD SPECIFICATIONS AND DETAILS FOR CONSTRUCTION 2016 DETAILS RWRD 211,212,304 OR 305 AS 7.THE DESIGN SPEED FOR ALL RESIDENTIAL STREETS IS 25 MPH.THE DESIGN VEHICLE L BE WB-40. SHALL COMPLY WITH A.A.C.R18-5-502 AND DETAIL RWRD-108. 8 APPROVED IMPROVEMENT PLANS WILL BE REQUIRED PRIOR TO FINAL PLAT APPROVAL.WILL 1 APPLICABLE).WHILE ADJUSTING THE MANHOLE TO FINISHED GRADE IT IS THE CONTRACTOR'S RESPONSIBILITY TO � 4 11 12. NEW PUBLIC SEWER FACILITIES MUST BE TESTED,INSPECTED AND ACCEPTED FOR DISCHARGE BY ENSURE THAT FRAMES AND COVERS ARE CLEANED OF ANY AND ALL ATTACHED MATERIALS(ASPHALT, 19.THE USE OF THIS PLAT IS FOR SINGLE FAMILY DETACHED RESIDENTIAL. 6"SHOTCRETE v,/ MARANA WATER AND PDEQ PRIOR TO DISCHARGING INTO THE EXISTING PUBLIC SANITARY SEWER. CONCRETE,ETC.)AND THAT ANY VENT HOLES ARE OPEN AND CLEAR OF OBSTRUCTIONS AS APPROVED BY 20.LAMBERT LANE IS THE NEAREST PAVED ACCESS MAINTAINED BY THE TOM OF MARANA,WHICH SERVES THIS 6"k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s MODIFIED BY MARANA ROADWAY SURFACE,AND SHALL CONFORM TO SECTION 4.8 OF THE TOWN OF MARANA SUBDIVISION STREET FLOW WATER. STANDARDS. SLOPE O_ VELOCITY FREEBOARD 14. ONLY PLANS ACCEPTED BY MARANA WATER SHALL BE USED FOR THE INSTALLATION OF SANITARY CHANNEL DEPTH SEWER FACILITIES.PLANS ACCEPTED BY MARANA WATER REQUIRING REVISION SHALL BE RESUBMITTED 29. WHEN A PUBLIC SEWER IS DESIGNED AT OR NEAR MINIMUM ALLOWABLE PIPE SLOPES SPECIAL CARE 22.ALL WEATHER ACCESS WILL BE PROVIDED TO ALL LOTS WITHIN THIS SUBDIVISION. (FT) (FI/FT) (CFS) (FPS) (FT) FOR REVIEW AND RE-ACCEPTANCE BY MARANA WATER PRIOR TO START OF THE REVISED WORK. SHALL BE TAKEN TO ASSURE DESIGN SLOPE IS MAINTAINED.SEWERS FOUND TO BE CONSTRUCTED AT 23.ALL DRAINAGEWAYS AND DRAINAGE STRUCTURES SHOWN AND LABELED AS SUCH UPON THIS PLAN,WHICH ARE 1 2.3 0.003 124 5.16 7675 15. SEWER CONSTRUCTION WILL NOT BE ACCEPTED BY MARANA WATER IF IT INCLUDES ADDITIONAL INSUFFICIENT SLOPES WILL NOT BE ACCEPTED BY MARANA WATER AND/OR PDEQ.CORRECTIVE ACTION, TO BE CONSTRUCTED IN CONJUNCTION WITH THE DEVELOPMENT OF THIS PROJECT,WILL ENTIRELY CONTAIN THEIR 2 1.1 0.005 45 4.47 5.7 WORK NOT PROVIDED IN THE APPROVED SET OF PLANS.SEE SUBSECTION 1.+.5 OF THE PCRWRD INCLUDING RE-CONSTRUCTION OF THE SEWER(S)AT THE SOLE EXPENSE OF THE PROJECT OWNER/CON TRACTOR RESPECTIVE 100 YEAR FLOOD LIMITS UPON COMPLETION OF CONSTRUCTION,UNLESS CLEARLY LABELED OTHERWISE. 3 2.0 0.015 208 10.59 7.*2 STANDARD SPECIFICATIONS AND DETAILS FOR CONSTRUCTION 2016 REGARDING THE APPROVAL OF FIELD SHALL BE REQUIRED.AS-BUILT PLANS SHALL BE REQUIRED FOR ALL NEW PUBLIC SEWERS PRIOR TO FINAL Z CHANGES. ACCEPTANCE. 24.ALL NEW PUBLIC ROADS AND DRAINAGE IMPROVEMENTS ON OR ADJACENT TO THIS DEVELOPMENT SHALL BE 4 2.7 0.003 156 5.52 6.3 ai CONSTRUCTED TO MINIMUM TOWN OF MARANA STANDARDS,IN ACCORDANCE WITH PLANS ACCEPTED BY TOWN OF 5 2.1, 0.003, 100, 4.8 16. CONTRACTOR SHALL MAINTAIN ACCESS TO ALL SANITARY SEWER MANHOLE STRUCTURES AT ALL TIMES. 30. ALL HOUSE CONNECTION SEWER STUB-OUTS SHALL HAVE A MINIMUM SLOPE OF 1%AND A MINIMUM MARANA ENGINEER. COVER OF 4 FEET IN THE AREA BETWEEN THE MAIN LINE SEWER&PROPERTY LINE.IF COVER IS LESS THEN 4 25.ALL ONSITE SANITARY SEWERS WILL BE DESIGNED TO PROVIDE GRAVITY FLOW. TRAPEZOIDAL CHANNEL 17. ALL LANDSCAPING LOCATED WITHIN TEN(10)FEET HORIZONTALLY OF THE PUBLIC SANITARY SEWER AND FEET,THE HCS STUB-OUT SHALL BE DUCTILE IRON.ALL HCS STUB-OUTS SHALL BE MARKED AT PROPERTY ca NOT TO SCALE MANHOLES AND/OR WITHIN THE PUBLIC SEWER EASEMENTS SHOWN HEREON SHALL BE IN ACCORDANCE WITH LINE WITH#9 WIRE ANCHORED WITH A BRICK. 26.THE WATER COMPANY THAT WILL SERVICE THIS SUBDIVISION IS MARANA WATER. 1% THE PLANTING GUIDELINES CONTAINED WITHIN PCRWRD ENGINEERING DESIGN STANDARDS 2016 MANUAL SECTION 27.FIRE FLOW FOR THIS SUBDIVISION SHALL BE A MINIMUM OF 1000 GALLONS PER MINUTE FOR A MINIMUM DURATION MIN 7.7. 31. HCS'S WILL BE LOCATED BY THE ENGINEER AS STATIONED ON THE PLANS.BACKWATER VALVES TO BE HP c, OF 2 HOURS.FIRE HYDRANTS SHALL BE LOCATED WITH AN AVERAGE SPACING NO GREATER THAN 500 FEET AND INSTALLED IN ALL HCS'S WHEN THE FINISH FLOOR ELEVATION IS ONE FOOT OR LESS ABOVE THE NEAREST NO GREATER DISTANCE THAN 250 FEET FROM ANY POINT ON A STREET OR FIRE APPARATUS ACCESS ROAD TO 18. ALL STORM WATER POLLUTION PREVENTION PLAN(SWPPP)MEASURES SHALL BE INSTALLED SO AS TO UPSTREAM MANHOLE.THERE SHALL BE A TABLE OF LOTS REQUIRING BACKWATER VALVES ON THE APPROVED PAD PREVENT ALL STORM WATER,CONSTRUCTION WATER,FUELS,CHEMICALS,OR LIQUIDS FROM BEING DIRECTED PLANS. AFIRE HYDRANT.BLUE REFLECTIVE STREET MARKERS SHALL BE PERMANENTLY AFFIXED TO THE STREET SURFACE c- INTO OR ONTO ANY SANITARY SEWER FACILITIES.PROTECTION OF SANITARY SEWER FACILITIES SHALL BE A APPROXIMATELY 8 FEET FROM THE CURB NEAREST THE HYDRANT. PART OF THE APPROVED CONSTRUCTION SWPPP AND BEST MANAGEMENT PRACTICES.PROTECT ON DEVICES 32. CCTV INSPECTION SHALL BE REQUIRED FOR ALL NEW SEWER MAIN CONSTRUCTION IN ACCORDANCE WITH Q 28.ALL WEATHER ACCESS ROADS CAPABLE OF SUPPORTING THE IMPOSED LOAD OF 75,000 POUNDS AND REQUIRED SHALL BE INSTALLED AND MAINTAINED AROUND ALL POTENTIALLY AFFECTED SANITARY SEWER FACILITIES WITHIN SECTION 3.2.3(D)OF THE PCRWRD STANDARD SPECIFICATIONS AND DETAILS FOR CONSTRUCTION 2016 WITH THE U FIRE HYDRANTS PROVIDING THE REQUIRED FIRE FLOW SHALL BE INSTALLED,TESTED AND SERVICEABLE PRIOR TO THE PROJECT LIMITS.ADDITIONAL MEASURES SHALL INCLUDE BUT NOT BE LIMITED TO THE USE OF RAIN EXCEPTION THAT THE CONTRACTOR SHALL PERFORM ALL CCTV INSPECTION OF THE NEW SEWER MAINS.THE THE INTRODUCTION OF COMBUSTIBLE MATERIALS TO THE PROJECT SITE. STOPPERS AND MANHOLE COVERS AS DEEMED NECESSARY BY MARANA WATER. TOWN DOES NOT PROVIDE CCTV INSPECTION SERVICE.ALL COSTS ASSOCIATED WTH THE CCTV INSPECTION 29.A SIGN IDENTIFYING THE NAME OF THE BUILDER,LOT NUMBERS AND ADDRESS SHALL BE POSTED IN A LOCATION 1 1 SHALL BE INCIDENTAL TO THE COST OF INSTALLING THE NEW SEWER MAIN AND BORNE BY THE CONTRACTOR. 19. IT IS THE CONTRACTORS RESONSIBILITY TO ENSURE NO SOIL,SEDIMENT,DEBRIS,TRASH OR OTHER VISIBLE FROM THE FIRE HYDRANT ACCESS ROAD.THE SIGN SHALL BE MAINTAINED IN A LEGIBLE CONDITION NUISANCE MATERIALS ARE ALLOWED TO ENTER THE NEW OR EXISTING SEWER SYSTEM DURING CONSTRUCTION 33. GIS DATA FOR NEW SEWER INFRASTRUCTURE SHALL BE REQUIRED PRIOR TO FINAL ACCEPTANCE.SEE ca DURING ALL PHASES OF CONSTRUCTION BEGINNING WITH INSTALLATION OF FLOOR SLAB AND REMAINING UNTIL "GIS INTEGRATION OF SEWER PIPELINE INSPECTION DATA"AT: THE FINAL INSPECTION. AS THE RESULT OF A RAINFALL EVENT,VANDALISM,FLOODING,IRRIGATION BACKWATER,IRRIGATION BREAKOUT, OR OTHER IRRIGATION ACTIVITIES,ETC.IN THE EVENT NUISANCE MATERIALS DO INFILTRATE THE SEWER SYSTEM HTTP://WWW.MARANAAZ.GOV/WATER-PLAN-REQUIREMENTS/9�RQ=GIS 30.AN AGREEMENT FOR CONSTRUCTION OF FACILITIES UNDER PRIVATE CONTRACT MUST BE OBTAINED BEFORE ANY TYPICAL LOT GRADING IT IS THE CONTRACTORS RESPONSIBILITY TO REMOVE THEM AT NO ADDITIONAL COST TO THE TOWN OF MARANA. UTILITIES ARE INSTALLED WITHIN THE SUBDIVISION. NOT TO SCALE 31.ALL NEW UTILITIES AND ALL EXISTING UTILITIES,EXCEPT ELECTRICAL TRANSMISSION LINES CARRYING 69 20. ALL PROJECT ACTIVITIES MUST BE KEPT WITHIN THE PROJECT AREAS.A CAUTION MUST BE NOTED KILOVOLTS OR MORE,WITHIN OR CONTIGUOUS TO THE SITE,SHALL BE PLACED UNDERGROUND. CONCERNING HUMAN BURIALS.ARCHAEOLOGICAL CLEARANCE RECOMMENDATIONS DO NOT EXEMPT THE 3 I 2.INSTALLATIONS OF ITEMS SUCH AS LANDSCAPE,HARDSCAPE,IRRIGATION,DRAINAGE IMPROVEMENTS,SIGNAGE, lor Sys DEVELOPMENT FROM COMPLIANCE WITH STATE BURIAL PROTECTION LAWS.N THE EVENT THAT HUMAN REMAINS, MONUMENTATION AND WALLS,ETC.WITHIN THE PUBLIC RIGHTS-OF-WAY SHALL REQUIRE A LICENSE AGREEMENTINCLUDING HUMAN SKELETAL REMAINS,CREMATIONS,AND/OR CEREMONIAL OBJECTS AND FUNERARY OBJECTS ARE FOUND DURING EXCAVATION OR CONSTRUCTION,GROUND DISTURBING ACTIVITIES MUST CEASE IN THE FOR INSTALLATION,MAINTENANCE AND INDEMNIFICATION.THIS DOCUMENT SHALL BE EXECUTED AND RECORDED IMMEDIATE VICINITY OF THE DISCOVERY.STATE LAWS A.R.S.41-865 AND A.R.S.41-844 REQUIRE THAT THE PRIOR TO FINAL LANDSCAPE OR IMPROVEMENT PLAN APPROVALS ALLOWING INSTALLATIONS WITHIN THE PUBLIC 1.S'SYSB PER ZONING,TOWN Ca SS1 ARIZONA STATE MUSEUM BE NOTIFIED OF THE DISCOVERY AT(520)621-4795 SO THAT CULTURAL GROUPS RIGHTS-OF-WAY. Z OF MARANA LAND s'SYS DEVELOPMENT CODE(TITLE 5) 33.APPROVAL OF THIS PLAN DOES NOT AFFIRM,CERTIFY OR APPROVE ANY LAND DIVISION THAT MAY BE CONTRARY 2.10'SYSB REQUIRED WHERE LOT REF PRV-9955 PRV 1608-003 To STATE LAW,NOR DOES IT CERTIFY THE EXISTENCE OR COMPLIANCE WITH ANY DEED RESTRICTIONS OR ABUTS AN ADJACENT STREET OWNER/DEVELOPER: ENGINEER: N CT ca EASEMENTS. Preliminary Plat for Saguaro Bloom Block I Scale: Interval:N/A 34.THE FOLLOWING ASSESSORS PARCELS ARE CONTAINED WITHIN THE BOUNDARY OF THIS DEVELOPMENT: O 216-40-01+0,-0030,-0040,-0050,-0060,-0070,-0080,-0090,-0100,-0110. H-R-HORRIN' �A 53192 Lots I-395,Blocks IA-I C,Common Area"A"(Open Space,Recreation, 35.ALL HOMES CONSTRUCTED IN THIS SUBDIVISION OVER 3,600 SQUARE FEET OF AREA UNDER ROOF SHALL BE STREET EPS -a� Public Utilities,Road Maintenance&Signage),Common Area"B"(Open Space, Amep,�,�, BENNETT Drainage,Recreation,Public Utilities,Road Maintenance oL G R 0 U P Common Area"C"(Open Space&Recreation) Sheet No. d d.S., TYPICAL LOT SETBACKS D.R.HORTON,ARIZONA A Subdivision of Block I and Lots 1.9 of the Saguaro Springs Block Plat, NOT TO SCALE 3580 WEST INA ROAD,STE 100 8710 N.Thcrnydule Rd,Suite 140 S as recorded in Book 58 of Maps&Plats,Page 23 03 2 TUCSON,AZ 85741 Tucson,AZ 85742 Being a portion of the WesrX of Section 18,T I 2S,R I 2E,G&SRM, fN'R DAVIS 7:520.408.14001 F:520.408.1403 rDrawn by: BEZ 01/]17 Town of Mamna,Pima County,Arizona J f I I PH �520)EN7T90-6005 w w w.c p s g r o u p i In c.c o m Designed by:BEZ 01/17(EPS Project No.16-042.1 Daze:07/19/17) M.u.n.Regular Co.nd Meeting 08/01/2517 Page 70 d343 Lambert Ln ----------- 7T _>6 12 I I 395 8 7 1 ISO ISO 300 216-40 77 _>0 b\ 394 I �CAUE FEET -0120 1% 393 HORIZONTAL:I"=150' CONTOUR INTERVAL I DON 61, / ti s// 392 1210 KEYNOTES: P 12'BUFFER PER 3K 58,M&P,PC 23 RQ5 75'DRAINAGE&PUBLIC UTILITY EASEMENT PER BK 58,M&P,PG 23 209 q1 bzzlo"'Dlc CA"A" D 15'PUBLIC WATER EASEMENT PER BK 58,M&P.PG 23(TO BE ABANDONED) 11213 7Ss ab q' 30'GAS EASEMENT PER DKT 51,PC 72;DKT 50,PG 619;DKT 190,PC 544 1215 QO 61 10'ELECTRIC EASEMENT PER DKT 76,PG 584 SEWER EASEMENT PER DKT 13119,PG 1695 216 LU6 60 C� 205157 1 SEWER EASEMENT PER DKT 12921,PG 3167 1217 1 1 V NEW SEWER EASEMENT BY FINAL PLAT 12 1 EDON 1 204 15'DRAINAGE EASEMENT PER DKT 3403,PG 287 5 - 203 l'bON 21tON 161 I o 49 q; I Ilu161 IV 2" _ 1221 1 162 1 2.. �91 61 A�' Developed Hydrology Results for Street Conveyance and Input into 1 1222 199 163 - q-'\ / 1j U StormCAD _'Z, U 0 Sub- Sub- 1223 114 CQJ Y Drainage wa,ersh 0'. 1 198 S, y U C9 area ID Drainage ed Area C.J10) C.(100)Qlo(CFS) (CFS) 1� X AreaID 1 197 6" % (acres) 6 el 22 1960) 1A 1.77 0.667 0.794 7.3 13.6 DON4 1B 2.61 0.667 0.794 101 20 41, 1C 235 0.615 0.762 8.3 17.3 lb V ID 1.17 0.661 0.776 46 8.8 'ChMb DON-2 2A 2.37 0.667 1 0.794 1 9.7 18.2 2B 3.O8 0.667 0.794 1 12 7 236 3A 1.13 0.589 0.746 9.7 21A LLJ< CY DON-3 313 2.26 0.615 0.762 8.6 16.7 LO Z X, 41" 0 0 L) 1�1� // DON-4 NA 0.66 0.734 0.823 3 53 0 N LLJ U 41 5A 2.79 0.667 0,794 11.5 21.4 1�/., DON-5 513 0.63 0.667-0.794 2.6 4.8 cEr 6A 3.46 <> DON-6 .0.667 0.794 14.2 26.6 Z 66 2.09 1 0.667 0.794 8.6 16 TLA� M Z DON-7 NA 0.83 0.667 0.794 3.4 6.4 Ln 0 344 8A 2.11 0.667 0.794 8.7 16.2 CN cr C� LLJ Cf)0 co' DON-8 SB 2.54 0.667 0.794 10.1 19.5 V_ Z 8C 1.85 0.667 0.794 7.6 14.2 C> < a_I- 9A 2.79 0.667 0.794 11.5 21.4 % 'V DON-9 9B 1.78 0.667 0.794 7.3 13.7 <cr) cc cll�'// /I /I IL /1-)'Z�C) DON-lo C)C-) 10A 2.44 0.667 0.794 10 18.7 �K 10B 1.9 0.667 0.794 7.8 14.6 119 / V / / / N_11 NA 3.39 0.667 0.794 14 26 19 DON-12 12A 1.65 0,667 0.794 6.8 12.7 128 1 0.667 0.794 41 7.7 v N r1l P° DON-13 --0 13A 3.01 0.615 0.762 11.4 22.2 0 13B 094 0.667 0.794 3.9 7.2 0 x 14A 047 0.667 0.794 2.9 5A \/ 0 DON-14 295 / 148 3429 0.667 0.794 ]3.5 253 19A I DON-15 NA 2.47 0,667 0.794 10.2 19 4- 16A 2.22 0,641 0.778 8.8 16.7 e- DON-16 297 D 16B 1.96_Oj541 0778 7.8 14.7 b 4e'UTILITY W UTILIMENT 17A 2.75 0,641 0 778 10.4 20.7 e- 29tON /'UKI 122()8yfG 19/5 Do 17B 1.94 0.667 0.794 7.7 14.9 299 17C 1.79 0.667 0.794 7.4 13.7 eetA DON-17 17D 1.51 0.667 0.794 6.1 11.6 __300bh 17E 2.05 0.667 0.794 8.4 1 301 17F 1.46 0.667 0.794 6 11.2 3:02 ry R5 (0 e- Juj v Aj m 304 ire "b' ON 305 306 CA"A"' DON 3 7 ca 308 309 _j 0 310 Ln Z 0< 0 311 e- 0_j LU T 318 312 Ct/ 317 E 0 Z j3113 LLJ 31 T Ln :5 M Z ec) REF PRV-9955 PRV 1608-003 'N<Ld D Z Is OWNER/DEVELOPER: ENGINEER: N Preliminary Plat for ( Z U o�0 315 c� S' ca 0 Z N [C.',Iel..r Interval:N/A Saguaro Bloom Block I Z N a_12� 1-1 H-R-HORRIN' Lots I-395,Blocks IA-IC,Common Area"A"(Open Space,Recreation, < -- N EPS 0, Public Utilities,Road Maintenance&Signage),Common Area,.B.'(Open Space, < & C) EENNETr Drainage,Recreation,Public Utilities,Road Maintenance(0 GROUP Sheet No. N A_ Common Area"C"(Open Space&Recreation) ()V 0 D.R.HORTON,ARIZONA A Subdivision of Block I and Lots 1.9 of the Saguaro Springs Block Plat, G 0 3580 WEST INA ROAD,STE 100 8710 N.Thornydale Rd,Suite 140 as recorded in Book 58 of Maps&Plats,Page 23 3 TUCSON,AZ 85741 Tucson,AZ 85742 Being a portion of ""I the WesrX of Section 18,7125,R12E,G&SRM, Town of Mamna,Pima County,Arizona ATTN:BRENT DAVIS T:520.408.1400 1 F:520.408.1403 Drawn by: BEZ 01/]17 0 PH:(520)790-6005 w w w.e p s g r o u p i r c.c o m Designed by:BEZ 01/17 EPS Project No.16-042.1 Date:07/19/17) M.u.n.Regular Co.nd Meeting 08/01/2017 Page 71 of 343 ----------------------------------------------------- Lp C' SCALE HORIZONTAL:1"=40' FEET CONTOUR INTERVAL:I' Lambert Lane KEYNOTES: W 12 W 12 W 7W (PUBLIC STREET) E]10'PUBLIC UTILITY,ROADWAY MAINTENANCE&SIGNAGE EASEMENT BY FINAL PLAT 12 --------------T7 12"W 12'W r2"w 2AN 12"W V NO VEHICULAR ACCESS EASEMENT BY FINAL PLAT _ 12'BUFFER PER BK 58,M&P,PG 23 2073 75'DRAINAGE&PUBLIC UTILITY EASEMENT PER BK 58,M&P,PG 23 2073- 15'PUBLIC WATER EASEMENT PER BK 58,M&P,PG 23(TO BE ABANDONED) G-G-E _Y G== G-G C-0-G-G-G-G-G-G G S8T47'51'W 114.96' /UGE UGE UGE u1S89'47'51*W 1874.7V-UGE UGE TGE 30'GAS EASEMENT PER DKT 51,PG 72;DKT 50,PG 619;DKT 190,PG 544 I 1 1.1 0.1 170.0' 161.6' 14.3' 126.3' 10'ELECTRIC EASEMENT PER DKT 76,PG 584 1 25 =3R.23 R=25.4 SEWER EASEMENT PER DKT 13119,PG 1695 E\ 76 P200 R55' 75 T 9668.7 SF SEWER EASEMENT PER DKT 12921,PG 3167 -'1HU r7- 9514 5 SF 69 1 1 15 1 NEW SEWER EASEMENT BY FINAL PLAT bc� 1�1 I 94130 SF 11 II CAI B" Efl WATER EASEMENT BY FINAL PLAT [F 104.7' 19477.3 SF MH 34' 5.7' 70 S, 15'DRAINAGE EASEMENT PER DKT 3403,PG 287 \ / 9332.0 SF INSTALL 6"THICK CONCRETE SIDEWALK FOR MAINTENANCE VEHICLE ACCESS 77 SO" 25-INGRESS/EGRESS ACCESS EASEMENT FOR MARANA WELL SITE BY FINAL PLAT -20-73.27 1 8007.8 SF IPAD=75.20 T HANDRAIL PER PAG SO 105 74 S,-1 F- APIN 216-40-01 20 8212.6 SF 7- 2 /TOWN OF MARANA Z-4 solo, POST BARRICADE PER PAG SO 106 II r (go 5'CONCRETE SIDEWALK PER PAG SID 200 20' �j 73 R55 7 //// �o 1'2 5750.0 SF CONCRETE HEADER PER PAG SO 213 12 FPZ=74 051 E, 1 4 P200 P200 STORM DRAIN MANHOLE PER PAG SO 302 L-9,6 72 78 5750.0 SF L=14.6' CATCH BASIN,TYPE I PER PAG SO 307 ',E 8824.1 SF �SN' U CATCH BASIN,TYPE 5 PER PAG SID 310 9 71 Ln A63D MODIFIED ADOT 6.30 HEADWALL PER IMPROVEMENT PLANS NEW RELOCATED �b 3 SF MH 3 5703.9 SF - I\ I.- ��jb -2 WATER UNE �b 12 �jb CURB ACCESS RAMP PER MARANA SID 600 S8747'51*W 331.08'/y .80 LU _J Al LU 16"STABILIZED SURFACE TREATMENT PER S.D.RWRD 111 EXISTING 12-WATEL N 80 M, Soo, P307 2181 1 TO BE RELOCATED -------- 8'w C)NEW FIRE HYDRANT 136.9 5850.0 SF A 11� 't'. •Lf) -------- / -:: 1 41' 1 q, LU CA"B" FPAD=74 55 P302- 1 11992.9 SF (D CLEAR SPAN ARCH(DESIGN PER IMPROVEMENT PLANS) lz�' LU It SO 0, 81 PIPE IPE 36 ", - N 210 16 PROPOSED LAMBERT LANE IMPROVEMENTS(PER CARDNO PLANS) LPJ< 5850.0 SF S10,Z 101 FPAD=74 301 J, QjI EXISTING PAVEMENT En z 2073.65 5850.0 SF C) 0 0 0 MH 53 1 SOO, 2 57 �D EXISTING FIRE HYDRANT TO BE REMOVED U N L-1 E, 0 SF T M600 (J -o U 1 1172' Pjfl7 a. of 100 1 7.59 .16 'A SOoRFF7 [P, 5850.0 SF 83 SD27 op" 211 GOO 5850.0 SF ILI Z L, -1 �\ 1 5920.7 SF CA"B" En m- 1\1 19 'T'2. 9 �Soo-I 8827.2 SF '�k - 0 SF Cn 0 84 L�j 119.1 '0� .70 5850.0 SF R- 116,1' Z< PIP 32 R- 0 �"'212 P200 P200 585DJO SF- 85 < 73.5 SF rPAD=74.90 7 so 5850.0 SF Pilo V cn 209 5843.8 SFrj4 97 -- o FP-AD=73 301 SEWER MANHOLE TABLE SEWER PIPE TABLE F MH 30 5850.0 SF PADS 86 SD28 III 11 PAD=75 311 5850.0 SF MANHOLE DEIN LS PIPE LENGTH 26' 1 11 TO' PIPE 30 4 00 ')6 FPAD=73 001 213 2073.29 RIM 29 396.00 LF NEW 8"PVC Pipe ni 12 5850.0 SF Soo, 87 MH 29 206425 INV IN PUBLIC SEWER 0 0.87% 5850.0 SF 58500 SF 2 64.22 INV OUT III PAD 7490 J 208 02 87.0 LF NEW 8"PVC Pipe V _ 15850.0 SF 2073.47 RIM 30 1 MH 30 PUBLIC SEWER®1.02% ff 11 E.1' a5 FPAD=73 45] J8 241.45 LF NEW 8"PVC Pipe EPAD=13 Q] 155 E .0 SF 0 INV OUT 117.0' 7631.9 SF PAD-76.00 585eo SF 2071.51 RIM 32 < P200 PUBLIC SEWER @ 0.90% 214 11 IPAD=73.80 94 0 MH 32 2064.57 INV IN NW - U 2064.75 INV IN(NE) 226.10 LF NEW 8"PVC Pipe 5850.0 SF or L) 1 207 5850.0 SF Soo, 2064.55 NV OU 33 PUBLIC SEWER®0.70% o to q I T(SE) t MH 29 'AV -1 5850.0 SF 728�E' _�'i:�' < PIPE 53 -0- w 1 93 2072.66 RIM 131.82 LF NEW 8"PVC Pipe 17' 0 YE' MH 33 2066.26 INV IN 34 117.0' 2066.16 INV OUT PUBLIC SEWER @ 1.03% LL' 102 5850.0 SF 111 11 7P' 156 '0� S00. 199.2 LF NEW 8"PVC Pipe 21$ 14'14' 6866.4 SF 7796.0 SF MH 34 2073.36 RIM 36 11� IL PUBLIC SEWER 0 1.31% FPAD=74 90 - 5850.0 SF 2067.62 INV OUT 0 -206 �Sz 0 5850.0 SF SOO, 2070.91 RIM 45 339.41 LF NEW 8"PVC Pipe A PUBLIC SEWER @ 0.45% 5850.0 SF FW=75 60] I MH 45 06258 INV IN IPAD=73.1 I T9' 103 91 2062.48 INV OUT 117.0' 1 1 �1 I --u 11 1- -- 46 107.05 LF NEW 8"PVC Pipe 0 MH 4fi 11 PAD=75.30 0 5850.0 SF 2072.07 RIM 216 -L- _117.0'- -157- --j PUBLIC SEWER @ 1.04% MH 46 2063.69 INV OUT 1 4 NEW 645 5-&F IPE 45 -1 04- 0 13 PIUBI",UP W.8"l PVC Pipe -205- -5967�0`-SF- 7 V L EWER )1% -0 -1 2074"'M OUT - - 5826.1 IF .o P200 IT ------- 3 4.7' MH 13 2065.97 R. P20 IPAD=72.70 105 �p soo. 1 117, 117.0' 7 STE.- ------- ----- L-16T' E S o• �217 117.0' 158 SEE SHEET 7 11 1 CA B'- PPD-75.70 5850.0 SF 5850.0 SF 1 28910 S ')AA pA-7M\ i VY REF:PRV-9955 PRY1608-003 STORM PIPE TABLE OWNER/DEVELOPER: ENGINEER: Preliminary Plat for [Sca'.'le. 40] o l"e'N/A PIPE SIZE LENGTH SLOPE INV IN INV OUT 0 Saguaro Bloom Block 1 C5 SD27 24" 145.4 LF 0.3% 206 PRO D-R-HOMN' 531 2 395,Blocks IA-IC,Common Area"A"(Open Space,Recreation, 8.1 2067.6 Lots 1 SD28 36' 182.1 LF 0.3% -A 6 20661 E P S nRFnnR PAUL Public Utilities,Road Maintenance&Signage),Common Area"B"(Open Space, BENNETT Drainage,Recreation,Public Utilities,Road Maintenance&Signage) G R 0 U P Sheet No. Common Area"C"(Open Space&Recreation) D.R.HORTON,ARIZONAIs A Subdivision of Block I and Lots 1-9 of the Saguaro Springs Block Plat, 3580 WEST INA ROAD,STE 100 8710 N.Thornydale Rd,Suite 140 A,.. recorded in Book S8 of Maps&Pins,Page 23 4 Being a portion of the WestZ of Section 18,Tl2S,R12E,G&SRM, TUCSON,AZ 85741 Tucson,A7 85742 Town of Marna,maounty, - PiCAri ATTN:BRENT DAMS T:520.408.1400 I F:520.408.1403 Drawn by: BEZ 01/17� i (PH:(520)790-6005 il I-1p I I r 0 U P I n c 0 m ADesigned by.BEZ 01/17,EPSProjectNo.16-042.1 Date:=!!) of I I M-n.R L----------- ----N\ - ----------------L----------------- 40 0 40 80 3 SCALE-2075- HORIZONTAL:1"=40' FEET 2074_ CONTOUR INTERVAL:I' P213 Lambert Lane KEYNOTES: 73. (PUBLIC STREET) E]10'PUBLIC UTILITY,ROADWAY MAINTENANCE&SIGNAGE EASEMENT BY FINAL PLAT ---- 12 W 12'W A) 12'W -T2 W 12'W 12"W 12' 12"W El V NO VEHICULAR ACCESS EASEMENT BY FINAL PLAT 12'BUFFER PER BK 58,M&P,PG 23 75'DRAINAGE&PUBLIC UTILITY EASEMENT PER BK 58,M&P,PG 23 G� G- G-G- G-G-- �G-G- G-G-0-G G-G 15'PUBLIC WATER EASEMENT PER BK 58,M&P,PG 23(TO BE ABANDONED) UGE UGE UGE 2076.02 11E S89°47'51"W W 1874.74' UGE UGE UGE UGE UGE UG1, 30'GAS EASEMENT PER DKT 51,PG 72;DKT 50,PG 619;DKT 190,PG 5+4 \142,3' 237.8 248,6' 10'ELECTRIC EASEMENT PER DKT 76,PG 584 CA 8 '\% 68A' 71,9' 203' CA"B" b R511.94R,7z G1 ssA II / SEWER EASEMENT PER DKT 13119,PG 1695 5833.4 SF 12 7521.1 SF 10659.0 SF SEWER EASEMENT PER DKT 12921,PG 3167 68 CA 71, NEW SEWER EASEMENT BY FINAL PLAT 56437.5 SF 10323.4 SF H 11 �2076.26 8 7 67 151'x' 115,9' 6399.2 SF 8.5 WATER EASEMENT BY FINAL PLAT 28' 38 37 861 SF Efl 9943.8 SF 15'DRAINAGE EASEMENT PER DKT 3403,PG 287 14' 6963.6 SF 7860.9 SF PAD=75.10 13 36 6759.8 SF INSTALL 6"THICK CONCRETE SIDEWALK FOR MAINTENANCE VEHICLE ACCESS 8428.3 SF PIPE 18 10 R55' 8109.8 SF +/ 25'INGRESS/EGRESS ACCESS EASEMENT FOR MARANA WELL SITE L-105 -L HANDRAIL PER PAG SO 105 MH 23 P200 - 35 POST BARRICADE PER PAG SO 106 -26.4 7264.7 SF R55' 5'CONCRETE SIDEWALK PER PAG SID 200 �Mfi00 C`44, 6 9 240 578719 SF (tl 3)CONCRETE HEADER PER PAG SO 213 66 1 14 8629 8 SF FSTORM DRAIN MANHOLE PER PAG SO 302 7.62 49 34 6.76 MH 1\ 6704.4 SF CATCH BASIN,TYPE I PER PAG SO 307 (go CATCH BASIN,TYPE 5 PER PAG SID 310 t MH 22 5850.0 SF MODIFIED ADOT 6.30 HEADWALL PER IMPROVEMENT PLANS CURB ACCESS RAMP PER MARANA SID 600-2 L.0 33 LU PIPE 36 LU LU 1, 65 5850.0 SF 16 16"STABILIZED SURFACE TREATMENT PER S.D.RWRD 111 8431.7 SF IPAD=75.50 0" 5850.0 SF C)NEW FIRE HYDRANT 20 5.19 CLEAR SPAN ARCH(DESIGN PER IMPROVEMENT PLANS) Z�L-7.0'' cn PIPE I LU vqo\ / \ \ , \ 5850.0 SFo. 3 PROPOSED LAMBERT LANE IMPROVEMENTS(PER CARDNO PLANS) '10 32 17 PIPE 19 5175.7 SF 64 39 2 74.16 PAD=75.30 5850.0 SF '0 \ EXISTING PAVEMENT C) 5741.1 SF446 7139.7 SF MH 11 0, PAD=76.30 �D EXISTING FIRE HYDRANT TO BE REMOVED 31 2 -P CA"B"' 5850.0 SF i .16 63 1-8 5 10 SF IPAD=75.30 SEWER MANHOLE TABLE SEWER PIPE TABLE 5750.0 SF 5833.4 SF N' 5850.0 SF PAD=73.80 PA 76.10 40 !I/bO.0 SF MANHOLE LETA LS PIPE LENGTH 52 30 2074.07 RIM 331.31 LF NEW 8"PVC Pipe 5850.0 SF 19 MH 15 2056.48 INV IN ------ IPAD=75.50 07 PUBLIC SEWER®0.45% 65E 2056.38 NV OUT - A" 15 58.52 LF NEW 8"PVC Pipe 0 CA 5850.0 SF p LELD 2075.03 RIM - 33740 41 PUBLIC SEWER @ 4.95% - 5750.0 SFl. MH 16 2065.03 INV IN(NW) - 29 PIPE9. 2065.21 INV IN(NE) 87.94 LF NEW 8"PVC Pipe c� IPAD=75 20 16 1 SD29 5850.0 SF 206501 INV OUT(SE) PUBLIC SEWER®4.54% \x \ N' 110.40 UP NEW 8"PVC Pipe PJ07 5850.0 SF 2075.60 RIM E, 17 42ml SVSO' PUBLIC SEWER @ 1.20% Z\' "��\ \\\ MH 17 2066.45 INV IN 5750.0 SF 1) 2066.35 INV OUT - 2072.73� R55' 28 MH 31 is 131.82 LF NEW 8"PVC Pipe C� 850.0 SF 2076.42 RIM PUBLIC SEWER®1.03% ao o \ @ 7 P302 / P200 '`r' \ 21 MH 18 06781 INV OUT 5850.0 SF 43 PIP 2072.68 RIM 19 1 73.15 LF NEW 8"PVC Pipe 2056.31 INV IN NW PUBLIC SEWER @ 1.51% to 28 J8 N:\ 0,3" - 16,1' 5750.0 SF MH 21 - 5 27 2056.49 INV IN(SW) 188.30 LF NEW 8"PVC Pipe 92 IPAD=74.95 5850.0 SF N' M600 2056.29 INV OUT SE 21 PUBLIC SEWER®0.45% FPAY= 6 1 - .1 1/ - J Pin 22 OJ" 2073.70 RIM 379.43 S' P- 5826.1 SF 61 01 44 6868.4 F MH 22 2 59.7 INV IN 22 PUBLIC EW`ER@EW'0'8'q'%ca PAD-73.80 "1' a 4 5750.0 SF N' C) --- 20 9 NV OUT ca 1 P307 � 26 PAD 60] 2 73.24 RIM 1328 UP NEW 8"PVC Pipe LL-1'1-' PAD=74.30 8500 SF ',wr MH 23 1.15 23 PUBLIC SEWER®1.03% P302 2072.49 RIM 24 41.02 LF NEW 8"PVC Pipe PUBLIC SEWER @ 0.48% 71.07, MH 24 2056.79 INV IN ;V N� I 45 c)\CA"B" 2056.69 INV OUT 56 6778.0 SF • 25 56437 5 SF\ 510 - 25 273.47 LF NEW 8"PVC Pipe 5, MH 35 IH 4 P307 5850.0 2071.33 RIM PUBLIC SEWER®0.45% to SO 07 2062.37 INV IN(NW) I P302 SD36 PAD=74.00 MH 31 1 - ---60 A-M-1 2062.37 INV IN(SE) 31 272.00 LF NEW 8"PVC Pipe -57- A7A8-3';F C, 2062.17 ;EWER @ 0.45% CA - -IPAD=74.20 241.45 LF NEW 8"PVC Pipe 2119.6 SF 46 2065.62 INV OUT PUBLIC SEWER®0.90% 90 32 ,1, 6.1 SF PAD 850.0 SF \%2 746 PIPE 07 gio] 6784.3 SF 1311 72.7 sz 0, 1.5' PAD=7 4.60 MH 36 2072.30 RIM 35 152.84 UP NEW 8"PVC Pipe e.n206/.36 INV OUT PUBLIC SEWER®2.13% \C 199.26 UP NEW 8"PVC Pipe SEE SHEET \C 36 PUBLIC SEWER @ 1.31% 3 2128.3 SF E 8 7 6 126 23 1597.5 S1 9056.3 SF 59 47" 6812.6 138839.0 SF 17-7 -1 7347.5 SF 1,WAn=74 81 REF:PRV-9955 PRY1608-003 STORM PIPE TABLE STORM PIPE TABLE OWNER/DEVELOPER: ENGINEER: Preliminary Plat for Scale: I"le. 4") o l"e'N/A PIPE SIZE LENGTH SLOPE INV IN INV OUT PPE SIZE LENGTH SLOPE INV IN INV OUT 0 Saguaro Bloom Block I SDO1 24' 2198 UP 0.3% 2070.8 20702 SD28 36" 182.1 UP 0.3% 2066.6 2066.1 SDO2 639 LF 0.3% 20697 20695 SD29 45.9 LF H-R-1110MIN' .V 53192 Lots I-395,Blocks IA-IC,Common Area"A"(Open Space,Recreation, 0.3% 2067.2 2067.1 r.--Y PAUL Public Utilities,Road Maintenance&Signage),Common Area"B"(Open Space, 30" 24� E P S BENNEPT SDO4 W 828 LF 2.3% 20690 20672 SD30 +r 61.8 LF 0.3% 2065.6 2065.4 G R 0 U P Drainage,Recreation,Public Utilities,Road Maintenance&Sigrgc) Sheet No. SD05 W 270.9 LF 0.7% 2067.1 20653 SD31 42" 228.9 LF 2064.6 Common Area"C"(Open Space&Recreation) ORTON,ARIZONA A,11 A Subdivision of Block I and Lots 1-9 of the Saguaro Springs Block Plat, SDO6 2e 59.1 LF 0.3% 20674 20672 3IHWEST INA ROAD,STE 100 8710 N.Thornydale Rd,Suite 140 1..03 as recorded in Book S8 of Maps&Pins,Page 23 5 SDO7 30" 473 LF 0.3% 2066.7 20666 TUCSON,AZ 85741 Tucson,A7 85742 Being a portion of the WestZ of Section 18,Tl2S,R12E,G&SRM, SDO8 48" 1359 LF 0.3% 2065 1 20647 fN�,21,1)ENI DA611S T.520.408.1400 I F:520.408.1403 �n by BF7 01117 To-of Marina,Pima County,Arizona .1. PH 7go_005 0 e P s 9-o u a I.c o Designed J(m by BEZ 01/1 EPS No.�16042.1 Date:07/19/17) Marina R.N ___ Pag. -----------------L------------------ L--------------------------------------------------------- 40 0 40 80 310 1\ SCALE FEET P213 20ao� 20 20'?084 HORIZONTAL:r'�40' CONTOUR INTERVAL:I' -\,Lambert (PUBLIC STREET) KEYNOTES: 5 G E]10'PUBLIC UTILITY,ROADWAY MAINTENANCE&SIGNAGE EASEMENT BY FINAL PLAT 3"w 8.W EV NO VEHICULAR ACCESS EASEMENT BY FINAL PLAT G _j1 12'BUFFER PER BK 58,M&P,PG 23 -7/1 G 2077.93 G- '/'- ;,/' 75'DRAINAGE&PUBLIC UTILITY EASEMENT PER BK 58,M&P,PG 23 U i 1\ I I UGE 15'PUBLIC WATER EASEMENT PER BK 58,M&P,PG 23(TO BE ABANDONED) GE UGE -UGE-S89'47'51*W 1874.74-- ----- -----------------------------I------------------ 30'GAS EASEMENT PER DKT 51,PG 72;DKT 50,PG 619;DKT 190,PG 5+4 11 92.i5N\ 7\ 10'ELECTRIC EASEMENT PER DKT 76,PG 584 CA B" 'H'04 SEWER EASEMENT PER DKT 13119,PG 1695 6 )137084.3 SF SEWER EASEMENT PER DKT 12921,PG 3167 7277.4 SF 1242 CA' 1K -40-0130 0' 395 APIN 216 1 6248.3 SF �FIMA COUNTY WASTEWATER- NEW SEWER EASEMENT BY FINAL PLAT 17 8 MANAGEMENT WATER EASEMENT BY FINAL PLAT PAC 6 -125,0'- 15'DRAINAGE EASEMENT PER DKT 3403,PG 287 9190.3 SF IPAD=78.440 I IaI J 394 INSTALL 6"THICK CONCRETE SIDEWALK FOR MAINTENANCE VEHICLE ACCESS 6250.0 SF 25'INGRESS/EGRESS ACCESS EASEMENT FOR MARANA WELL SITE IPAD=77.40 /T 1A HANDRAIL PER PAG SO 105 125.0' POST BARRICADE PER RAG SO 106 G,B IPE 04 5'CONCRETE SIDEWALK PER PAG SID 200 .6 1 393 MH 19 1 6250.0 SF G-2001-056 2076 3 CONCRETE HEADER PER PAG SO 213 5 1 PAD=76.90 20�7 RIM=2079.2± 8958.7 SF INV=2049.6± STORM DRAIN MANHOLE PER PAG SO 302 \N 125�0' / I CATCH BASIN,TYPE I PER PAG SO 307 IZO, E:j CATCH BASIN,TYPE 5 PER PAG SID 310 392 MODIFIED ADOT 6.30 HEADWALL PER IMPROVEMENT PLANS Ln 1790, MH 03 7907.5 SF Ex 15"SEWER 1 Ji589'47'51"W 78.93' 1 CURB ACCESS RAMP PER MARANA SID 600-2 LU -- // /// G-2001-056 0 16"STABILIZED SURFACE TREATMENT PER S.D.RWRD 111 LU 78.9" 1: 41' PIPE 03 cj Lt) 89�1 . PIPE 02 C)NEW FIRE HYDRANT `3.6 SF /E _41 LU 14 2'.. CLEAR SPAN ARCH(DESIGN PER IMPROVEMENT PLANS) 3 LU FPAD=78 001 / Ln i PIPE 05 PROPOSED LAMBERT LANE IMPROVEMENTS(PER CARDNO PLANS) .7 SF A) 28 EXISTING PAVEMENT C> 76.30 J" 0 a EXISTING FIRE HYDRANT TO BE REMOVED *-0 2 -6A 4,0'59 A), - 5175.-0 SF 7277.4 SF 391 5p a / / 8707.2 SF k'/ /A 0 4) 6569 SF PAD-75.80 aH 05390 j tp/ p 7041.4 SF V c� L-21 1 207 0 SEWER MANHOLE TABLE SEWER PIPE TABLE P302 MAN HOLE DETA LS PIPE LENGTH 389 -JD 2077.19 RIM 55.27 LF NEW 8"PVC Pipe 0' 6100.0 SF 0 02 2050.44 INV IN(W) PUBLIC SEWER®1.25% M600 MH 01 2049.86 INV IN(SW) 0 M600 -03 1 C� P307 2049.86 INV OUT(NE) 38.68 LF NEW 8"PVC Pipe .1 p1n, 2076.76 RIM -PUBLIC SEWER 0 0.45% PE 06 388 (C) G/ MH 02 2051.13 INV IN 85.70 LF NEW 8"PVC Pipe 6100.0 SF N T 04 1 % NV OUT PUBLIC SEWER 0 5.11% o- PAD=75.70 & 2075.75 RIM 2.75 LF NEW 8"PVC Pipe MH 03 2052.06 INV IN(SW) 05 11 o- PUBLIC SEWER®0.46% 387 2052.06 INV IN(N) - ca ca PIPE 1 6100.0 SF EX MH 3484-02 2051.86 INV OUT(E) 137.32 LF NEW 8"PVC Pipe 06 SD04G-2001-056 PUBLIC SEWER®0.45% /j RIM=2075.3± MH 04 2078.07 RIM 331.31 LF NEW 8"PVC Pipe PIPE 07 .01 INV=2050.1 C-) 2061 55 INV OUT 07 PUBLIC SEWER 0 0.45% N 386 A/ 2075.24 RIM - 51U�IL2"!_ W PV'Pipe X 6100.0 SF /// 1 F NEW 0 MH 05 2052.67 INV IN I P SEWER 4.95% 2052.57 INV OUT i ,�j//////// / / P / 2074.17 RIM to 2053.31 INV IN(SW -385 A MH 06 2053.49 INV IN(NW) \6100.0 SF 205329 INV OUT(NE) PAD=74.70 21)71 2 RIM MH 19 2,67�'2 INV OUT -4 Sil 384 o. 1597.5 SF Ex 15"SEWER G-2001-056 REF:PRV-9955 PRY 1608-003 STORM PIPE TABLE ------T_ OWNER/DEVELOPER: ENGINEER: Preliminary Plat for [Sca'le..' 41] % E E LENGTH SLOPE NV N NV OUT l"e' LU LU Saguaro Bloom Block I t24 33.0 UF 0.3% 2070.1 2070.0 DR-1110MIN' Lots I-395,Blocks IA-IC,Common Area"A"(Open Space,Recreation, V) LU IT EX MH 3484-03 nn 828 IF 2.3% 20700 20672 EPS Public Utilities,Road Maintenance&Signage),Common Area"B"(Open Space, LU G-2001-056 BENNEPT Drainage,Recreation,Public Utilities,Road Maintenance&Signage) RIM=2074.3± G R 0 U P "s- - Common Area"C"(Open Space&Recreation)Block Plat, Sheet No. INV=2050.6± D.R.HORTON,ARIZONA /I,,13. sb A Subdivision of Block I and Lots 1-9 of the Saguaro Springs 3580 WEST INA ROAD,STE 100 8710 N.Thorrydale Rd,Suite 140 03 1 as recorded in Book 58 of Maps&Pins,Page 23 TUCSON,AZ 85741 Tucson,A7 85742 - Being a portion of the WestZ of Section 18,Tl2S,R12E,G&SRM, ATTN:BRENT DAMS T:520.408.1400 I F:520.408.1403 Dawn by: BEZ 01/17 Town of Marna,Pima County,Arizona 0 o' PH:(520)790-6005 w w w.e p s g r o u a i n c.c o m Designed by.BEZ 01/17 FTFrjec,N,16-042.1 Date:07/19/17' Marana Regu r uno ee ing n. 1 \ 1 Pan=73.ao- 1 0 �..,.--- ------�-�^:IrT rrt UT s� \����/ \ 5826.1 SF u N --T PAD=7-SF L=4.7 PAD=75.70 `J- 0 PAD=7z.7on.o SEE SHEET 4 1 S 105 e s.0 ^PnD=74.90 r r T �i7.o�� l -- I suers= \O 2 - 3,o �217 n.o' 158 0 51 Pzoo / PPD 75.70 S o• ���q \ 1 s.1' 5850.0 SF o1 m 5850.0 SF 4g 106 o PAD 72.15 .� 1 204 D ' z N III PAD=73.40 1 I I o, 5850.0 SF 1 I a�� 5967.0 SF "C 40 dj� 40 0 40 80 � `�28' PPn=75.70 o PIE 29 � STR PAD=72.30 "� 117.0 I '� 153 20 FF�:' SCALE FEET SEWER MANHOLE TABLE I I I 11 TO' PIPE 53 I-t 1 __ /vi 14 14� � �6 107 � \ TJ 2119.fi SF HORIZONTAL:I"=40' 11252.5 SF P200 MANHOLE DETAILS: I o 1218 I"o 117.0 159 I P2� o PAD=73.40 204. 5967.0 SF \6 Mfi00 CONTOUR INTERVAL:I' PAD-75.40 0 072.88 850.0 SF � 5850.0 SF I o D -� 2069.79 RIM I� III _ I P310 KEYNOTES: MH 51 2060.25 INV IN I 203 PAD=71.70 12'LAIN a ST 108 J I II I PAD=73.10 MH 52 0l P310 8�WING 152 .O' �L=16.1' "� 2060.15 INV OUT l I I W 1 585 8'WI G 1 8403.5 SF 5967.0 SF \1 ❑t 10'PUBLIC UTILITY,ROADWAY MAINTENANCE&SIGNAGE EASEMENT BY FINAL PLAT 2070.22 RIM I I II 117 0' PAD-71.95 117.0' I N CA"Bn PAD-75.00 MH 52 2062.03 INV IN II P310 l8'WING p310 P302 PPD-73'50 109 \ MH 28 ❑2 V NO VEHICULAR ACCESS EASEMENT BY FINAL PLAT _I 2891.0 SF ^� S7 7 zo62.Dt INV our I 0' 160 �I'I" 219 I� I of I 151 ° 5943.1 SF,/ IPE 2 ❑12'BUFFER PER BK 58,M&P,PG 23 5850.0 SF / 070.16 5850.0 SF PI E 45 u' 2073.16 RIM `u I�, 1.O 7271.6 SF PAD=74.60 $ L MH 70 2062.70 INV IN I I I j pap=72.70/ P302 � o I 202 W PAD=72.50 m �_ MH 14 PAD=73.75 S _ ��� �75'DRAINAGE&PUBLIC UTILITY EASEMENT PER BK 58,M&P,PG 23 2062.60 INV OUT / I 5850.0 SF a.t 15'PUBLIC WATER EASEMENT PER BK 58,M&P,PG 23(TO BE ABANDONED) 2072.64 RIM 11 TO' I �of^ I 'I Pan=71.90 °' fMsoo / si6 150 ( �30'GAS EASEMENT PER DKT 51,PG 72;DKT 50,PG 619;DKT 190,PG 544 2062.46 INV IN(NW) w I - 5967.0 SF MH 7t () 1220 I °' I 0' 161 0 S, c� ^ti ❑i 10'ELECTRIC EASEMENT PER DKT 76,PG 584 2062.64 INV IN NE o I I o .� o), 2071.45 a W (� PAD=74.10 0 0'032 1 10 I 2062.44 INV OUT(SE) I� 5 SO.o SF >,�„ I 5850.0 SF ,T 4qS•� P200 "B" u 1 201 Pao=73.30 I w 149 CAB a 5a2e.1 s, �a SEWER EASEMENT PER DKT 13119,PG 1695 PAD-72.30 1 o / ��III /� 2119.6 SF PADPAD-74.5 0 o� P2oo v m 5850.0 SF -_, 8,\\/ �/ 5967.0 SF SEWER EASEMENT PER DKT 12921,PG 3167 a PAD=72.10 - 1 S -�` PAD=74.50 o P307 P302 1 0' 0 11 TO 1 v azo. o NEW SEWER EASEMENT BY FINAL PLAT 2 2I070�8 PIPE 14 1 WING 585LU ❑ -o Mfi00 m 148 P310 11 TO' 162 M600 .o a.+� ( � a/m .�, I PAD= t2 WATER EASEMENT BY FINAL PLAT 221 II o P200 I�� 1 N 5943.1 SF o - �I 5850.0 sF 15'DRAINAGE EASEMENT PER DKT 3403,PG 287 M 5 50.0 SF SD3fi \q 0 pSD33 4.50�� , ?g 20 1.12 n S i0. 200 Pan=74.10 I 4 INSTALL 6"THICK CONCRETE SIDEWALK FOR MAINTENANCE VEHICLE ACCESS I PAD=72.10 10 l 5850.0 SF I 1 7 a' / CA B o 1 I N B @C =16.1' / 2c' / 2119.6 SF 20' ❑ = ', PAD=72.10 11 TO' MH 13 �L t'd � I Q 0 PIPE 52 z Bl7csr I 25'INGRESS/EGRESS ACCESS EASEMENT FOR MARANA WELL SITE U m 222 0l 0' 163 2073:1 P200 \ TRFF'yy, ti / \ 4.0' p1o5 HANDRAIL PER PAG SO 105 SD44 5850.0 SF . 147\ 58500 SF / / 6060.1 SF I PI06 POST BARRICADE PER PAG SO 106 PAD-72.10 I I 199 PAD=74.10 I 1 CIV/ / PAD-74.55 0/ M600 �' p3o2 5850 o SF I I Y/ PIPE 13 M6Do I 0 Pzoo 5'CONCRETE SIDEWALK PER PAG SD 200 PAD=71.90 11 TO' I� P302 14 r' P302 Mfi00 � 146 117.0' 2 =1s.1' P2t3 CONCRETE HEADER PER PAG SO 213 M600 31.61 6084.0 SF Ia 223 a 117.0' MH 44 / PIOS SD 4 8 PAD=74.55 ^q p3o2 STORM DRAIN MANHOLE PER PAG SO 302 16 1 1 5850.0 SF �I 72164SF 7 C4 A 145 Pam CATCH BASIN,TYPE 1 PER PAG SO 307 198 1 48083.8 SF N PAD=72.40 I 5850.0 SF PAD=74.10 PIPE 44 I / �,ya,a \ C"7 084.0 sr p310 CATCH BASIN,TYPE 5 PER PAG SD 310 W I 1 P302 P105'. OO ,!N P D-74.20 2fi' PPD=71'50 43 1 Afi30 MODIFIED ADOT 6.30 HEADWALL PER IMPROVEMENT PLANS 117.0' B 1 - PIPE 70 / / A630 as z ^� Msaa CURB ACCESS RAMP PER MARANA SD 600-2 224 2 117.0 L�� 111 `�', h MH 12 \�00 \ 8'W \ I~/ O 0 s W 16"STABILIZED SURFACE TREATMENT PER S.D.RWRD 111 5850.0 SF 28' 1 97 P200 SD38 ' �� 1 2 AO' W Ld Q o Pan-71.90 NI o f 7 165 z 356 Ln z 4'I4' 5850.0 SF 8205.1 SF PIPE 43 /{ cr 5850.0 SF S N O NEW FIRE HYDRANT p O p PAD=71.10 PAD=75.00 E, ° O2 CLEAR SPAN ARCH DESIGN PER IMPROVEMENT PLANS 0 117.0' I �SD59 PAD=73.70 CA W S ( ) cV N LtJ 5 N P302 8190.0 SF* 357 W p ❑ Y \cn 3 PROPOSED LAMBERT LANE IMPROVEMENTS(PER CARDNO PLANS) 0 5850 ®EXISTING PAVEMENT Q 10 j~_'1 225 of I 11 TO' \T`;�\ \ //,' PIPE 12 � 0 O 5850.0 SF W I`A VA3 / m C7 PAD=71.40 M 196 MH 42 sD39 / SO 358 5 EXISTING FIRE HYDRANT iO BE REMOVED Ln Z 6281.2 SF s.. \ / O 0, L=16.1' O - �_ I I 166 \ \ /- / 1 5 50.0 SF M600 1 N z 117.0' PAD=70.75 IN 1 9652.6 SF \ / PAD=74.35 0 / / R-z o / I ti PAD=73.70 SEWER MANHOLE TABLE SEWER PIPE TABLE N ii 1� \o• P302 / / SO O. Q \ 226 I ,. 1170 /. o 0 5826.1 SF, MANHOLE LETA LS: PIPE LENGTH Q \I6969.6 SF PIPE 42 SD40 / [ \ o I o I P307 5.rg / 35.7 PAD=73.90^- I 1 498.97 LF NEW 8°PVC Pipe PAD=71.20 MH 51 I 1 1 195 \\ ���� 0 P105 / 5850.0 SF S- 12�WING MH 12 2072.42 RIM 12 PUBLIC SEWER®1.01% II \\ 167S� PAD=71.85 0 00. P310 / / / 2065.32 INV OUT P307 2 fi8.7 P302 7490.0 SF \ o p q / 1 P302 125.Sfi LF NEW 8"PVC Pipe PAD=71.90 S,? 9005.1 SF MH 41 \ W Afi30 354 ? 2072.21 RIM 13 PUBLIC SEWER®0.45% � I 123.2 L� � 2070.9 L pl SD45 S PAD=73.40 \ C\ 5850.0 SF S o MH 13 2063.29 INV IN PIPE 41 223. D41 PAD=72.95 0 00' g �^ 2063.27 INV OUT 108.68 LF NEW 8"PVC Pipe a / ` 2'27 \ \ T VVI0 �',�, 14 Som P310 / 3 14 PUBLIC SEWER®1.04% a - PIPE 51 \ \ MH 71 X29 O P310 353 °" ? - Q� 60fi 2064.42 RNV OUT IM - _ p SD42 5850.0 SF ° �e. PAD 224.74 LF NEW 8°PVC Pipe U N 7300.7 SF as \ " 160 P302 \ ^ CA B ityG�1 / I MH 14 28 7582.5 SF \ C(T/, 2119.fi SF a "o `�� PAD-71.20 � P302 6 070.08 0 � 'C� PUBLIC SEWER®0.45% () W I� \,A 7490.0 SF d PAD=72.90 ^> P105 ,S� PAD-73.75 ^o /��+y 2060.78 RNV IN NW s, o / () a �4 0 352 I MH 28 29 396.00 LF NEW 8°PVC Pipe 1aL0 \n,� \ PAD=72.15 .,T A630 � ti ro�m 2060.96 INV IN(NE) PUBLIC SEWER®0.87% / \ 169 s sa26.t SF o/ o \ O P310 S� ^A 355.56 LF NEW 8°PVC Pipe � S�, 2060.76 INV OUT(SE) 6661.3 SF PAD-73.75 \es\ q 2071.59 RIM 40 � 22p � 2071.24 \ 193 PPn=72.40�� e= 0�� I PUBLIC SEWER®0.44% \ \I 8518.0 S �'\ \' SD46 6547.7 SF 3 P200 S 0 2_"8 / CA"B" MH 40 2058.13 INV IN I \°.� B3, \OO y=16.1' 2058.1 I INV OUT 50.12 LF NEW 8"PVC Pipe PAD=72.15 /^ ��^ A 2119.6 SF I 41 PUBLIC SEWER®0.48% PIP 71 j P302 TT 1 2070.91 RIM 1 PIPE 50 1 92 � / 1 70 e W MH 41 2059.83 INV IN a \\\\\\6Li \ X34 5850.0 SF S / / 5850.0 SF SO 351 2059.73 INV OUT 42 PUBLIC 74.92 LSEWER®0 46%F NEW 8"PVC Pipe �� `A \�p e' �9 PAD=71.65 0 00' // PAD=71.80 0 0 S 24 6060.1 SF o SSS. 229 S a �9 I 2071.48 RIM PAD-74.10 o PUBLIC SEWER 0 0.46%P \�\\\\\\\ \ I�\. O' 2g 191 9; 171 aS Mfi00 \ F50 MH 42 2060.18 INV OUT 43 74.92 LF NEW 8°PVC Pipe 8338.0 SF &� c $ l5 5850.0 SF �� 5850.0 SF L=16.1' e. SD47 PPD-71.40 0 PAD=72.80 0 \ \ MH 49 /\� \ -� 5 0.0 SF 2072.05 RIM PUB I LF NEW 8°PVC Pipe \\ 1 �'S� `43 `� �50�, C' m2.18 e•- MH 40 44 PUBLIC SEWER®0.48% �3' 190 / S 172 L=1fi 1 P=74.40 MH 43 2060.73 INV O 0 Mfi00 2060.63 INV OUT o \ \\\ A� \� ?- 5850.0 SF- n ii O 5850.0 SF 1 1 P200 339.41 LF NEW 8°PVC Pipe al \\�\\\'� �� \��r 2\ I 7210.7 oSF �� q,w ` P200 PAD=71.20 / CA B PAD=73.50 2072.47 RIM 5 PUBLIC SEWER 0 0.45% G 8'^ CA"Bn PAD=72.90 �o P200 00.E 8.s �6'}y' 'SOU / // 7020.0 SF H 44 C ((( ? P302 f_ \ 4 M 2060.97 INV IN SOO, 173 206095 INV OUT 49 285.75 LF NEW 8"PVC Pipe 9975.0 SF 231 OaP Afi30 / �'\' p 5826.1 SF o _ a7 PUBLIC SEWER®0.45% o \ \ t O� 1 09 2070 55 RIM '��� 68 fi597.2 SF ��^ PIPE 4 SAG IQ PAD=73.50� 7, �P O� _ \O6� =to O \6 �� �� SO B�4 d/.� �SO�� / -7 8 / �� (/B 4ij s(r MH 49 2059.25 INV IN 50 8fi.52 LF NEW 8°PVC Pipe \ - 0. C ' 5850.0 SF s• 2�u, !/ P PAD=72.40 0(�� S 0 PI05 `SO 2059.15 INV OUT PUBLIC SEWER®0.46% i T P302 43 PAD=71.00 0 'O' a• 1:5 ST CA Fj� 2070.35 RIM 86.52 LF NEW 8°PVC Pipe Q- \\� 30358.0 SF\\ \ 5850.6-S/ 188 2119.6 SF S 1 MH 50 2059.75 INV IN 51 PUBLIC SEWER®0.46%P .. S � ,s 2059.65 INV OUT E \\ \\��\� ����\\\� \4, 233 SEE SHEET 9 �so� p�=71.20 -G�. SD a ? 174 ��.�\ 52 Pueuc EWER®D.Pvc Pipe \ \��\ \ / SaSaD \� \\\\\\ 8.187 / 6196.6 SF /\ v 11 / / PA�� sS REF:PRV-9955 PRY 1608-003 STORM PIPE TABLE STORM PIPE TABLE STORM PIPE TABLE OWNER/DEVELOPER: ENGINEER: Preliminary Plat for Scale: I"=40' o PIPE SIZE LENGTH SLOPE INV IN INV OUT PIPE SIZE LENGTH SLOPE INV IN INV OUT PIPE SIZE LENGTH SLOPE INV IN INV OUT SEWER PIPE TABLE Contour Interval:N/A EPSE Saguaro Bloom Block 5024 30" 208.1 LF 0.3% 2065.9 2065.3 SD37 36" 49.0 LF 0.3% 2064.3 2064.1 5044 30" 178.3 LF 0.4% 2065.0 2064.3 PIPE LENGTH Qae v n1nC O� D"R-HORION" q & Lots 1-395,Blocks IA-IC,Common Area"A'(Open Space,Recreation, 5031 42" 228.9 LF 0.3% 2065.3 2064.6 SD38 36" 76.5 LF 0.3% 2064.0 2063.8 5045 30" 87.5 LF 0.3% 2063.6 2063.2 53192 345.08 LF NEW 8"PVC Pie yyjPiyrLCLI�5 '�eN ` cREE N Pnuu= Public Utilities,Road Maintenance&Signage),Common Area"B"(Open Space, SD32 42" 145.1 LF 0.6% 2064.5 2063.6 SD39 36° 76.5 LF 0.3% 2063.7 2063.5 S046 30° 83.7 LF 0.3% 2063.2 2063.0 53 p aENNErr Drainage, g g) PUBLIC SEWER�1.01% y g,Recreation,Public Utilities,Road Main[enance G R 0 U P �a Sheet No. SD33 48" 86.3 LF 0.3% 2063.0 2062.8 SD40 36° 81.9 LF 0.3% 2063.4 2063.1 SD47 36° 202.0 LF 0.3% 2062.5 2061.8 s syr Common Area"C"(Open Space&Recreation) R, r' Saguaro S SD34 48" 58.6 LF 0.3% 2062.7 2062.5 SD41 24° 36.1 LF 4.5% 2065.6 2064.1 SD58 30° 202.3 LF 0.3% 2065272.00 LF NEW 8"PVC Pipe.2 2064.6 70 PUBLIC SEWER�1.04% D.R.HORTON,ARIZONA snq 7pNA,uA Subdivision of Block I and Lots 1-9 of the uaro rins Block Plat, 5�g g Springs N. es 's'` SD35 54" 26.7 LF 0.3% 23580 WEST INA ROAD,STE 100 8710 Thornydale Rd,Suite 140 p3 as061.8 2061.7 SD42 54° 26.7 LF 0.3% 2061.6 2061.5 SD59 30° 178.5 LF 0.3% 2064.2 2063.7 7 301.44 LF NEW 8"PVC Pipe TUCSON,AZ 85741 Tucson,A7 85742 ' Being a portrecorded in Book 58 of Maps&Plats,Page 23 ion of the WestZ of Section 18,Tl2S,R12E,G&SRM, "T" SD36 36" 231.6 LF 0.3% 2065.1 2064.4 SD43 54° 38.0 LF 0.3% 2060.7 2060.5 71 PUBLIC SEWER®0.45% ATTN:BRENT DA11S Drawn b: BEZ 01/17 Town of Marina,Pima County,Arizona O� I I 7:520.408.1400 I F:520.408.1403 Y PH:(520)790-6005 w w w.e p s g r o u p i n c.c o m Designed by BEZ 01/17 EPS Project N,.16-042.1 Date:07/19/17 Marina Regu r uno ee Ing ge o 16.1 SF FAu=i3.bU 5 �1' 5850.0 SF 9 N 4.90 ,F 56 �' 's. 0 6784.3 SF \ /,'�✓/a 0 // \ .9. \ . /" 1 i/ s,. 57 60 o Pao=74.sa SEE SHEET 5 24 PAD=74.3D �` 2 moi' rL a � t ,4��!• � �� � ������� ���_,ASO ���j?jJ �/ � ':o. /.o d� oo � CA..8.. 58 m / 126 \,� z / ti Qo 4g 9056.3 SF 59 0 47 2 /h \ Bli \ IPE 21 23 7 .i6 '07597.5 SI O /0 2119.6 SF .S' - �'� /`*/ / 6812.fi SF C'i� 7347.5 SIF \ �F J 3.0' PAD=74.10 10876.9 SF 5750.0 SIF / ` .P \ 2 PAD=74.80 Q ry _ \ T�d \ MH 20 PAD 74.90 a / \\c(`<\\\\ p. 40 0 40 80 55 PAD=74.10 PAD=74.90 p F / \\% SCALE FEET / 6013.6 SF \ �l°' �� / / CA 1 B" \ �`�. \s- CA B � / HORIZONTAL:1"=40' \CA"B"\ \ SD31 PAD=74.fi5 S2S, \ Ss ` /o / / P200 ''�O 2128.3 SF \ 9 1� v 56437.5 SF`./ / \ \ \ \ PIPE 31 54 / 48 /h° 2,�B•"`' IPE 25 125 138839.0 SF \ \ CONTOUR INTERVAL:I' M600 \=161 `ti 5750.0 SF / ° e 6037.5 SF h°� / 2y. /o/ 5850.0 SF PAD=7a.75 o s Pan=75.10 / / /h°/ PAD=74.6 \ - / \ \ \ KEYNOTES: 0 / \ \ \ \� 53 P302 ❑1 10'PUBLIC UTILITY,ROADWAY MAINTENANCE&SIGNAGE EASEMENT BY FINAL PLAT 6• 49 / t h Dos \ \/\ 6037.5 SF 2 26. ,�� 124 ry / PIPE 20 '2 \ A ❑2 1'NO VEHICULAR ACCESS EASEMENT BY FINAL PLAT 9 5865.8 SF �, / 2 l 2 ¢i PAD=75.00 0 4' _ / Q'`L o 5850.0 SF �� SD / O" \ /\ ti a PAD-75.40 JPO 127 s` �ti p \c/ \ 3 12'BUFFER PER BK 58,M&P,PG 23 1 52 �a� I `� B PAD=74.80 rya ?d,, M600 / M600\ 303 \ ❑ 7661.1 SF �9 / Q // 1 6761.1 SIF o/ 6100.0 SF s / / v ho x 75'DRAINAGE&PUBLIC UTILITY EASEMENT PER BK 58,M&P,PG 23 /o -P QJ / .O. ,y PAD=75.65 P302 PAD-75.80 ? s rp 7d/ Sz P200 PAD=75.30 /�50 /h°-/ e/`, �. / MH 07 / G s 3a.3 sF / / 123 ry ', L=15,0 / 72 \ // ❑5 15'PUBLIC WATER EASEMENT PER BK 58,M&P,PG 23(TO BE ABANDONED) PIPE 28 B!/C.�a7/7 2 0 0✓ 5850.0 SFO / 2073.8 P307 ?O'\ \/ 0 128 % // 382 _ o \ 30'GAS EASEMENT PER DKT 51,PG 72;DKT 50,PG 619;DKT 190,PG 544 F J 4 PAD=75.05 rya. /i / h° / 7 10'ELECTRIC EASEMENT PER DKT 76,PG 584 51 / / /MH 25 5650.0 sF6AD=7 SF // y SEWER EASEMENT PER DKT 13119,PG 1695 582fi.1 S �• 9.6• 9491.7 SF/ II /a°/ PAD=75.65 / PAD=75.60 /j AD-74.5 0 ,O,�\ham PAD=7fi.10 I d /�/ / /°N/ \ 122 `�� ,/ X22 CA Bn / 5850.0 SF °' / O °" //j SEWER EASEMENT PER DKT 12921,PG 3167 1 1 1 S/3, 1300.4 SF ppn_75.30 a / I 1 29 ° 301 0 \ 5/ D ry / / / h / �/ / o NEW SEWER EASEMENT BY FINAL PLAT 5850.0 SF S a 5850.0 SF / / o/ 61001.0 SIF ,s/ ��/// ❑ I PAD=74.70 0 °o \0 L=o.s' 1'y e / / 1 12 ` / t2 WATER EASEMENT BY FINAL PLAT \ ` 663 ' /'� O ryhh \PAD-75.60 / ///6��//// ❑ /ati' -1 2 1 S?PAD=75.60 15'DRAINAGE EASEMENT PER DKT 3403,PG 287 I 5850.0 SF 9s' � � 1 �i� P200 5863.5 SF O //o E 08 6 0 ///60� / ❑ I PAD=/4.95 o MH 27 PAD=75.50 rya. 130 /° -/ /./ 380 ho //j / / 4 INSTALL 6"THICK CONCRETE SIDEWALK FOR MAINTENANCE VEHICLE ACCESS 04 a W 5850.0 SIF 1 / / /o/ 6100.Sr IR, 113 PIPE 27 / PF 2s e9. PAD=75.30 ® h/sD10 Pan=75.90 25'INGRESS/EGRESS ACCESS EASEMENT FOR MARANA WELL SITE 5850.0 SF /• PAD=75.20 o P200 3g >> 2074.fi0 /"�'/ 1 20 ryh_ � / / �S2 / / 105 146 a.0 ^. / / fi11a.1rSF o /o �5 Pzoo I 1 14 30 131 / 379 //// / P1D5 HANDRAIL PER PAG SD AG ss oo/ PAD-7 90 � rya. /ho- / / ho� 0�/� � P106 POST BARRICADE PER PAG SD 106 I ° 5867.3 SF saso.o sF / �A /ho/ 6100.0 s 5'CONCRETE SIDEWALK PER PAG SD 200 6.0. PAD=75.50 �/�195. 1%� 119 ryh^� PAD=74.90 / ?� /// PPD=75.90 5//////// SF 115 L=31.4' / ,. 72 // p2t3 CONCRETE HEADER PER PAG SO 213 q --- �61fiCL8 SF O' /. 55 so' 6134.1 SF MH 26 0 132 /°/ 's• 378 0 �/ // P302 STORM DRAIN MANHOLE PER PAG SO 302 - PAD=7fi.10-- rya /h ° / PAD=75.90 11 6 0 ° /. Pam CATCH BASIN,TYPE 1 PER PAG SD 307 `� 5850.0 SF / 6100.0 SF- &0" h / 45 h f 4.0 SF .2 \ 'S PAD=74.50 P302 / / PAD=75.50 ////// 42 6162.7 sF ryh , / / , CATCH BASIN,TYPE 5 PER PAG SD 310 74.20 o O ��, / 22 / / / PAD=76.20 _ o / t• o' / `V Afi30 MODIFIED ADOT 6.30 HEADWALL PER IMPROVEMENT PLANS 6Da4o sF 0,0 s ^M ryo° 585o.3F /h°// 'V Q\ °/ MH oa \6100078E ho / // Ms00 CURB ACCESS RAMP PER MARANA SD 600-2 w os. 1 18 / e 5a / /// / PAD=73.80 0 A w 544.6 SF PAD=74.10 / a�`( / / pan=75.10 16"STABILIZED SURFACE TREATMENT PER S.D.RWRD 111 �� 143 12.0' 1 17 PAD-7fi.fi5 ry �? / Q�J ?2 // ///// / t/) 11555.5 SF 0 0 /o c� / / O / / O NEW FIRE HYDRANT ELI 6084.0 SIF a8u, PAD=76.65 134 /ho/ / 376 / Pan=73.90 a / CLEAR SPAN ARCH DESIGN PER IMPROVEMENT PLANS �� ��SzO� �- �y ho 5850.0 SF / ho./ 6100.0 SF /�//�//// / 0 ( ) N 142 O PAD=73.75 PAD=74.80 ///// // O PROPOSED LAMBERT LANE IMPROVEMENTS(PER CARDNO PLANS) e'. 6084.0 SIF >> / a B e s � / m 2z � // / ®EXISTING PAVEMENT ♦ PAD=74.10 O 520, 135 /hi ,.// 0375 0° d/ 141 °/ h //// /i O5 EXISTING FIRE HYDRANT i0 BE REMOVED 0 5850.0 SF / o- 100.0 SF / 6084.0 SF Sq h° `'�/ / L M600 ti PAD=74.40 0 6' 9 PAD=73.40 SDfiO / O 8. Pan=74.40 EX 15"SEWER z /rTT P200 60e40SF 136 //° / //IPE De 374 I h� //M///// G-2001-056 1.1' S PAD=74.75 0 5850.0 SIF / / /ho/ 6100.0 SIF 139 PPD=73.00 P200 / es / ppn=7q OD l /// // / / SEWER MANHOLE TABLE SEWER PIPE TABLE / CA nB 6.s"90 6517.9 sF 90. L=2e' �e 9 00 / °' // // / <v�1 MAN HOLE DETAILS PIPE LENGTH s c 0 M CA"B' I / 373 / 0 2119.fi SF 00, /Aode s2� PAD-75.30 138 1160.2 SF 1/ /o/ //// �� / G�,\ / 2073.66 RIM 07 331.31 LF NEW 8°PVC Pipe 6100.0 SF // / / / 2054.81 INV IN SW PIPE 12� O 3TR ry 7239.6 SF / G P310// PPD0.0 SIF EX MH 3484-04 / Q(U Q7 / MH 07 IN(SW) PUBLIC SEWER 0 0.45% a 360 FF- �!'i�, \ PAD=75.40 1 37 / 0 //�6/// G-2001-056 Q 2054.99 INV IN(NW) 6060.1 SF M i / � // � RIM=2074.21 // P�� // 2054.79 INV OUT(NE) 08 277.23 LF NEW 8"PVC Pipe 0 \. _ / / �^off/// INV=2051.2± / / PUBLIC SEWER 0 0.45% PAD-73.70 0 O' S� /�a. / P302 O al 7 O" PAD-75.40 'T� a/ 372 0_ / / Q- Q Q / 2073.06 RIM 361 P200 8's 1.9• D/'1.[S7 �'j ">o ////�' U / MH 08 2056.07 INV IN 09277.23 LF NEW 8"PVC Pipe a 5850.0 SF \• i 6100.0 SF /pQ / Q �, / 205605 INV OUTPUBLIC SEWER®0.88% PAD=74.20 0 L` / PAD=73.30 ti / / P /S ^. S,S� PIPE 10 2071.09 RIM 110.3fi LF NEW 8"PVC Pipe o 362 s.. \ L=9.4' 2�' • S2 /�///?/// / / MH 09 2058.60 INV IN 10 JJJ��� L-0.6' 6 / / MH 09 O- Q- PUBLIC SEWER®0.90% .1 I 5850.0 SF /� y2^ 2074:07 46 `. 371 0 //� ///// / Q / v f ,- o // / Q Q Q� / 2058.50 INV OUT 9 3' - aa. P310 h / 110.36 LF NEW 8"PVC Pipe PAD=74.50 0 / 6110.2 SF\ /// / / 2072.69 RIM 11 o_ 351 I O 363 1 PAD=73.10 ) // // �� \ PUBLIC SEWER®0.46% SO �� l///// / / MH 10 2059.69 INV IN 5850.0 SF L=7.1' L` P302 7,5 a'=W ��6.1' �2 ✓/�///// / / / GP j 2059.59 INV OUT 498.87 LF NEW 8"PVC Pipe MH 11 S0, / / / / 12 PUBLIC SEWER®1.01% PAD=74.80 0 a DI1 370 2 ///'///// pt \ / / 2073.70 RIM o ////?/ /✓/ / `r / / 74.47 LF NEW 8°PVC Pipe d �F I SAO, �^ SD13 ^"-/ o MH 11 2060.29 INV IN 0 364 A630 // 6350.4 SF `' / // / // Cp / / n 2060.19 INV OUT 20PUBLIC SEWER®0.46% 5850.2 SF ^/ PAD7310 Qj / CO /�/ // �i50 SO [PAD=75.20 ^, 92, ./ 10 2 Q.�O//� // // /� // /O MH 20 2055.044 RNV IN 21 188.30 LF NEW 8"PVC Pipe Q- / / 2055.34 INV OUT 5 o. 365 M / �/y, /�//////// Q��\ / /\ / PUBLIC SEWER®0.45% 0_ 0/� // / / / / 2073.88 RIM 25 273.47 LF NEW 8"PVC Pipe P 74.40 0 5769.8 SF \>>' �' 369 ° / / // P O / � / �` / cN I 349 PAO=75.60 MH 10 L=320_ SD12 6422.7 SF `' J��,,/�� / / / 60(, / PUBLIC SEWER®0.45% 'I 5850.0 SF SOO' PAD-73.70 // //// / ^ / MH 25 2058.11 INV IN to I PAD=74.50 0 ? � �2�0 / j// / / �^G. // ��\� / 2058.01 INV OUT 26 148.91 LF NEW 8"PVC Pipe �//j / �� / Q / 2074.59 RIM 348 s /o /////�/ // / Q / MH 26 2058.98 INV IN PUBLIC SEWER®0.45% 5850.0 SIF SO C 366 367 h° 9 /�/ / Pe Q� // P % 2058.78 INV OUT 27 148.91 LF NEW 8"PVC Pipe N PAD=74.fi0 0 .6 ? 7014.0 SF c, 10467.2 SF ///// / / / PUBLIC SEWER®0.45% 2073.72 v S0�' IM P200 347 e�� i PAD=75.10 PAD=75.90 368 ////// / / // MH 27 2059.75 RNV IN 28224.74 LF NEW 8"PVC .O \ (.ice CA �//// // 2059.65 INV OUT PUBLIC EWER 0 0.45%Pipe a ��. \/ \ 5850.0 SF 6773.9 SF 11671.7 SF ��/// A�Q�//,^, S�7I P"n=7""0 .� P..n-7cf�n �� �/ /.�.y/�\�--- ---------6--------- .a 31 272.00 LF NEW 8"PVC Pipe E Re'✓y\\ 58,46.9SIF�O' 4 SEE SHEET 10 ///// / / / PUBLIC SEWER®0.45% v �,s3 FFTj a'iz ��� /^PAD=74.20 REF:PRV-9955 PRV1608-003 a STORM PIPE TABLE STORM PIPE TABLE OWNER/DEVELOPER: ENGINEER: Preliminary Plat for Scale: I"=40' o Contour Interval:N/A PIPE slzE LENGTH SLOPE INV IN INV out PIPE zE NGTH OPE INV IN NV out Q0 E, Saguaro Bloom Block SD05 36° 270.9 LF 0.7% 2067.1 2065.3 SD31 42° 228.9 LF 0.3% 2065.3 2064.6 D"R-HORION" q 4b Lots I-395,Blocks IA-IC,Common Area"A"(Open Space,Recreation, PROS SD08 48° 135.9 LF 0.3% 2065.1 2064.7 SERO 48° 264.7 LF 0.3% 2063.3 2062.5 � 53192 yyiG'NLCL�SS -�G'N �cREcORr PAUL- Public Utilities,Road Maintenance&Signage),Common Area"B"(Open Space, BENNETT Drainage, g g) SD09 48' 71.4 LF 0.3% 2064.6 2064.4 g,Recreation,Public Utilities,Road Maintenance&Si nae& G R 0 U P $3sy y Common Area"C"(Open Space&Recreation) Sheet No. SD11 48° 282.5 LF 0.3% 2064.3 2061 7 s A Subdivision of Block I and Lots 1-9 of the Saguaro Springs Block Plat, ^ SD11 54° 114.2 LF 0.3% 2062.0 2061.7 D.R.HWEST I ARIZONA t"+q ZONA,1J."Pis as re g V8 3580 WEST INA ROAD,STE 100 8710 N.Thornydale Rd,Suite 140 yes p3 recorded in Book 56 of Maps&Plats,Page 23 "mel SDI2 54° 92.5 LF 0.3% 2061.6 2061.3 TUCSON,AZ 85741 Tucson,AZ 85742 Being a portion of the West of Section 18,TI 2S,R12E,G&SRM, Town of Marna,Pima County,Arizona O� I I SDI3 54" 15.8 LF 0.3% 2061.2 2061.1 ATTN:BRENi DAMS 7:520.408.1400 I F:520.408.1403 Drawn by: BEZ 01/17 PH:(520)790-6005 w w w.e p s g r o u p i n c.c o m Designed by BEZ 01/17 EPS Project No.16-042.1 Date:07/19/17 Marana R.r uno ee Ing ge o J AD�1111 232 SEE SHEET 9 188 '�50.0 SF 10 :ET 7 18 �7 7r 233-- A630 CA 585 AH 48 187 F SF 6196.6 SF 105 5850.0 SF A -/3.60 PAD=71.45 CA"' 175 40 0 40 80 NIN�Z�'S 234 00'� 5850.0 SF -& 2119 6220.5 SF C 186 SCALE HORIZONTAL:1"=40' FEET NC-A 9975.0 SF PAD=7 5826.1 SF CONTOUR INTERVAL:I' "0" 2002.2 SF\�� Z FPZ=71 501, 650" 176 6220.5 SF KEYNOTES: 0 IPAD-7420 10'PUBLIC UTILITY,ROADWAY MAINTENANCE&SIGNAGE EASEMENT BY FINAL PLAT V, 220.5 SI BLO 2 1 185 11 V NO VEHICULAR ACCESS EASEMENT BY FINAL PLAT 31]12'BUFFER PER BK 58,M&P.PG 23 i P310 O' 30356 u SIF -Oz 6196.6 SF 1? ` 235 1 1 ry 290 5826.1 SF MsooIPAD=72 ❑ 75'DRAINAGE&PUBLIC UTILITY EASEMENT PER BK 58,M&P,PG 23 I II 9109.9 SF so NN PIPE18448 15'PUBLIC WATER EASEMENT PER BK 58,M&P,PC 23(TO BE ABANDONED) PAD-73'601 236 6220.5 SF PAD-73.00 1 532. 30'GAS EASEMENT PER DKT 51,PG 72;DKT 50,PG 619;DKT 190,PG 5+4 7 SF 5850 85SF PAD-73.0050\ 10'ELECTRIC EASEMENT PER DKT 76,PG 584 W 183 3 237 6220.5 SF IT 5850.0 SF [fl SEWER EASEMENT PER DKT 13119,PG 1695 288 / SV 8 8' 5850.0 SF -4, A SEWER EASEMENT PER DKT 12921,PG 3167 )0" I IVAU=12.10 S 57 "IV 1 238 5 SF 182 to❑ NEW SEWER EASEMENT BY FINAL PLAT 5850.0 SF 287 R, L4 WATER EASEMENT BY FINAL PLAT CA - �So PAD-1_0j u, 5850.0 SF PAD-7200 00, 181 22002.2 SF ❑ 15'DRAINAGE EASEMENT PER DKT 3403,PG 287 5O JO 286 /Cl'/17, INSTALL 6"THICK CONCRETE SIDEWALK FOR MAINTENANCE VEHICLE ACCESS III Rq8' 6060.1 SF 239 25'INGRESS/EGRESS ACCESS EASEMENT FOR MARANA WELL SITE SF T.1 HANDRAIL PER PAG SO 105 /�2L71.3� P 0 MH 59POST BARRICADE PER PAG SO 106 CA"B" iVA 240 CA r-1,5850 0 SF (go 5'CONCRETE SIDEWALK PER PAG SID 200 " IPAD=73.10 1200 -11742.9 SF SO, CONCRETE HEADER PER PAG SO 213 254 241 850.0 SF STORM DRAIN MANHOLE PER PAG SO 302 c M600 • M600 CA"B" 850.0 SF CATCH BASIN,TYPE I PER PAG SO 307 2133.7 SF 253 '0' ti 242 CATCH BASIN,TYPE 5 PER PAG SID 310 -A P, ---��--,b!-OCK ' S 4 8'WING0.0 SF 5850.0 SF 3 SF N, MODIFIED ADOT 6.30 HEADWALL PER IMPROVEMENT PLANS 291 ....... 6099.4 SF 243 CA B" P 252 5850.0 SF L-161' CURB ACCESS RAMP PER MARANA SO 600-2 PIPE fit 5850.0 SF k' LU 16"STABILIZED SURFACE TREATMENT PER S.D.RWRD 111 2200: �0 YLIJI PAD 73.20 50.0' C)NEW FIRE HYDRANT 2 251 244 CLEAR SPAN ARCH(DESIGN PER IMPROVEMENT PLANS) 6200.1 SF 5850.0 SF 5826.1 SF LU rNi Osg --- -1 1 IPAD=72.8 LU PROPOSED LAMBERT LANE IMPROVEMENTS PER CARDNO PLANS) P200 FPZ=70 501 250 /Y EXISTING PAVEMENT 5850.0 SF PIPE C) 293 �D EXISTING FIRE HYDRANT TO BE REMOVED 255 7095.6 SF .16 7128.2 SF sol� C-1 249 P302 5850.0 SF `V�'<�I�S kO SD19 MH 37 SEWER MANHOLE TABLE SEWER PIPE TABLE LLJ< PAD-71.101 256 ST PIPE LENGTH En z 5850.0 SF 'N 0 0 0 E0rk L-2�7' 248 MANHOLE DETAILS IN-1 X50 l 5850.0 SF 2070.75 RIM 121.89 LF NEW 8"PVC Pipe PjU' 6, FPAD=70 101 2054.56 INV IN NE 37 PUBLIC SEWER®0.45% MH 37 257 77393 5850.0 SF 247 1 0 4.56 INV IN(SW) 38 P 2054.36 INV OUT SE 118.59 LF NEW 8"PVC Pipe CA"B" 5850 0 SF PUBLIC SEWER @ 0.45% 2571.1 SF 0 2071.13 RIM Lo 01 1\258 MH 47 2056.59 INV IN 285.75 LF NEW 8"PVC Pipe V U 47 U 10 0 c� 5850.0 SFCA 2056.57 INV OUT P BUC SEWER 0 0.45% lo `N L,_1 273 D, 5 50' "B 2069.04 RIM 285.75 LF NEW 8"PVC Pipe Cn z 8 D�SF 7 1.0 0 11742.9 MH 48 2057.88 INV IN z 0 8834.9 SF FP 48 I z<D IN I� 295 SO ol 4 PUBLIC SEWER 0 0.45% 10.11 SF 2057.86 INV OUT CL �:;f, IPAD=71.70 245 7, 58, <C/B ) 1-1 1 I P302 58 SF So� 5850.0 SF PIPE 58I --`1 2068.82 RIM 49 285.75 LF NEW 8"PVC Pipe �1 41' PAD-70.70 PAD=70.90 P302 2055.7 INV IN SWao -UBUC SEWER 0 0.45% -t2 51 272 ]] "A P" MH 54 260 2055.79 INV IN(NW) 231.86 LF NEW 8"PVC Pipe 122,J' L-12�2' 7512.0 SF 5850.0 SF PIE 54 C 205559 INV OUT(NE) 54 UBUC SEWER®0.45% to Jy Fl.- Al o -7 2069.17 RIM 273.32 LF NEW 8"PVC Pipe 1 2057.15 INV IN 296 1 PUBLIC SEWER @ 0.45% MH 58 55 e- 6101.1 261 2057.13 INV OUT - SF/ -1 S2 5850.0 SF --12.2' Soo, I PAD-71.20mo E� 654V71SF 2067.68 RIM 'C'S��'E' J, 2058.50 INV IN(NW) 51 U'BU R'a' 0 D FP-Ap-=-71 801 E, 111 8 - 1\262 2058.68 INV IN(SW) ca 122,1' 1 - 7E 337 MH 59 ca IPE 67 1 IIII ' 270 5850.0 SF 6100.0 SF 205848 INV OUT SE 59 298.82 LF NEW 8"PVC Pipe 2066 1 - PUBLIC SEWER®0.45% 5850MO SF M600 PAD=72.50 2071.12 RIM 297 1- FPAD=71 001 MH 60 -201.44 LF NEW 8"PVC Pipe 61�0.01.30 P310 SF -1 060.55 INV OUT 263 'A' 2 2 P200 0" 60 UBUC SEWER®1.02% PIPE 63 P200 269 5850.0 SF 5850 0 SF 8' G 4 136 2068.55 RIM 3 178.76 LF NEW 8"PVC Pipe 6100.0 SF 2059.58 IN IN 61 2'WING INV T PUBLIC SEWER @ 0.45% ;22,0' FPAD=72 201 205948 INV OUT to 268 SF 2068.89 RIM -66.49 LF NEW 8"PVC Pipe 6 71"��4 62 PAD-70.30 MH 62 2059 INV IN 298 0 1ZbJU.1 5850.0 SF 600 ruBUC SEWER @ 0.47% 6100.0 SF 72.401 C/A B 335 2059.89 INV OUT TLII�i D' PIP 55 8.03 LF NEW 8"PVC Pipe PAD-72.40 4 63 45 267 2069.86 RIM PUBLIC SEWER®0.55% 122,0 274 5850.0 SFS2 m WING \ MH 66 2058.74 INV IN 361.51 L NEW 8"PVC Pipe PAD=2.10 HJIU 05864 INV OUT 66 P310 9339.9 SF S� 100�� SD21 P31 0 BUC SEWER®0.44% 2�1 - 266- ---- 12'WING MH 67 2069.46 RIM 059.56 INV OUT 67 78.19 LF NEW 8"PVC Pipe of -5850.0 SF 7� 2 PUBLIC SEWER 0 1.05% 6100.0 SF SD+ 8'WING P310 SEE SHEET I 1 61 SF L 275 276 FPAD=71 70 333 PAD-70.30 I)f r a II I/ I 'RV-9955 PRY1608-003 STORM PIPE TABLE STORM PIPE TABLE STORM PIPE TABLE OWNER/DEVELOPER: ENGINEER: Preliminary Plat for Scale I"=40' 1: [1c,,..r PIPE SIZE LENGTH SLOPE INV IN INV OUT PIPE SIZE LENGTHSLOPE NV N NV OUT PPE SIZE LENGTH SLOPE INV IN INV OUT 0 Saguaro Bloom Block I SD18 5,V 447 LF 0.3% 20589 2058.7 SD49 2e 323 8 LF 0.5% 2066.7 2065. SD57 42" 70.0 - 0.5% 2060.5 2060.1 D-R-HORMN' Lots I-395,Blocks IA-IC,Common Area"A"(Open Space,Recreation, SD19 54 H 703 LF 0.3% 2058.6 2058.4 SD50 30" 655 LF 0.6% 2064.6 20643 SD58 30- 202.3 LF 0.3% 2065.2 2064.6 -5 �;16�� %r EPS Public Utilities,Road Maintenance&Signage),Common Area"B"(Open Space, SD21 24" 277.3 LF 0.5% 20649 2063.5 SD51 30" 802 LF 0.5% 20641 20637 BENNETT Drainage,Recreation,Public Utilities,Road Maintenance&Signage) SD22 36H 1544 LF 0.6% 2062.5 2061.5 SD52 30" 68.2 LF 0.5% 2063.6 20633 G R 0 U P Common Area"C"(Open Space&Recreation) Sheet No. SD23 36H98 0 LF 0.57 2061.4 20609 SD53 30" 126 7 LF 0.5% 2063.2 20625 A,13 D.R.HORTON,ARIZONA A Subdivision of Block I and Lots 1-9 of the Saguaro Springs Block Plat, recorded in Book S8 of Maps&Pins,Page 23 3580 WEST INA ROAD,STE 10 8710 N.Thornydale Rd,Suite 140 03 9 SD25 30" 72.2 LF 0.37 2064.5 2064.3 SD54 3c 61.6 LF 0.5% 2062.0 2061.7 TUCSON,AZ 85741 Being a portion of the WestZ of Section 18,Tl2S,R12E,G&SRM, Tucson,A7 857 42 SD26 30" 11.9 LF 0.37 20642 20641 SD55 3c 34.4 LF 0.6% 2061.6 2061.5 ATTN:BRENT DAMS 7:520.408.1400 I F:520.408.1403 Drawn by -F7 01117 To-of Marna,Pima County,Arizona 54" 26.7 LF 0.3% 2060.3 2060.2 SD56 42' 82.1 LF 0.5% 2061.0 2060.6 PH:(520)790-6005 w w w.e p s g r o u a i In c.c o m EZ 01/17 42 1 Date:07/19/1!rojecN,16-0of I I Marano R 348 347 CA"B" Pan=75x0 /36i+ N \�\ 5850.0 SF 6773,9 SF 366 ( SEE SHEET 8 60� oAP-'4."L^ FrAD-'5.1^ r rr r�L so'-------- / r g 5846.9 SF s3 72.98 PAD=74.20 ' SO 40 80 I ` s tim 345 3g6, '�'< r / % // ia I)� PI05 9638.0 SF \ j// //// / // SCALE HORIZONTAL:I"=40' FEET PIPE 40 GBS/04" I^�3S 7' 2 PAn=75.20 / �//j//// % // CONTOUR INTERVAL:I' SF \ spRFF y o9.. Afi3o SD14 693. //�/i�//// KEYNOTES: \32. fie..s$u. \. 6,8' / /vr/off` / / 7 / s P3o2 4�\ 1540 \ y/�/rr/�`�/ // // Et 10'PUBLIC UTILITY,ROADWAY MAINTENANCE&SIGNAGE EASEMENT BY FINAL PLAT 17 1217 SF X10 2.37 / 1'NO VEHICULAR ACCESS EASEMENT BY FINAL PLAT �,A;17 [PAD=74.20 P20o ///rr // // // 12'BUFFER PER BK 58,M&P,PG 23 344 178 // // L=�s.i' �1 r r // / / �75'DRAINAGE&PUBLIC UTILITY EASEMENT PER BK 58,M&P,PG 23 6220.5 SF 14671.6 SF /r PAD=74.20 o MR 39 Pan=74.70 o r / r// / / �5 15'PUBLIC WATER EASEMENT PER BK 58,M&P,PG 23(TO BE ABANDONED) 3r I 179 / / P304// r /////r// // // 30'GAS EASEMENT PER DKT 51,PG 72;DKT 50,PG 619;DKT 190,PG 544 6196.6 SF EX MH 3484-05 / / 207199 S/ 742.0' 2 //r///// G-2001-056 // 10'ELECTRIC EASEMENT PER DKT 76,PG 584 832 �F � // 343 a/< r////// NIV=2052.0± // /j SEWER EASEMENT PER DKT 13119,PG 1695 c i ✓/r/// SEWER EASEMENT PER DKT 12921,PG 3167 C; 66 r //rr / // // to NEW SEWER EASEMENT BY FINAL PLAT j J 9580.7 SF /'r //// / / m PAD=74.30 ��r /r r//// // t2 WATER EASEMENT BY FINAL PLAT 18' CA B P307 / '324. /r//�/ // 3 15'DRAINAGE EASEMENT PER DKT 3403,PG 287 6220.5 SF 2119.6 SF P302 / PE 39 r // PAD-73 30 0 342 ///r / / t4 INSTALL 6"THICK CONCRETE SIDEWALK FOR MAINTENANCE VEHICLE ACCESS C- ] /�/ 6838.2 SF ISO �// Pao=73.70 rr //r // j // s 25'INGRESS/EGRESS ACCESS EASEMENT FOR MARANA WELL SITE �\ 6196 SFti SDIfi X366 P105 HANDRAIL PER PAG SO 105 PAD-72.90 /v y e P307 341 POST BARRICADE PER PAG SD 106 P200 a /0 6707.2 SF 5'CONCRETE SIDEWALK PER PAG SD 200 PAD=73.40 �o/r / \; PIE 48 t o / r r/�//�/ / G0' CONCRETE HEADER PER PAG SO 213 F� oryr // P3o2 STORM DRAIN MANHOLE PER PAG SO 302 r yR SDI 64s�OSF r %f i �� // Pam CATCH BASIN,TYPE 1 PER PAG SO 307 PAD=73.10 �! EX 15"SEWER G-2001-056 // C����1 // Pato CATCH BASIN,TYPE 5 PER PAG SD 310 6 ry r /!d ^ / Afi30 MODIFIED ADOT 6.30 HEADWALL PER IMPROVEMENT PLANS 61\ 2 o.a5 339 h / /� /// j ��Q�^�� // Ms00 6217.3 SF CURB ACCESS RAMP PER MARANA SD 600-2 1 //'�j// / P O / h�i1 Pan-7280 //yf F, // •�vQQ-Q� // A 111 16"STABILIZED SURFACE TREATMENT PER S.D.RWRD 111 / 1 SII Z� h MH 38 T / O ��------ OO21ONEW FIRE HYDRANT IPE 38 338 1220' EE CLEAR SPAN ARCH (DESIGN PER IMPROVEMENT PLANS) nPROPOSED LAMBERT LANE IMPROVEMENTS(PER CARDN O PLANS)5972.4 SF o 314 CA B P302 �Q-4- v � PAD=72.50 r /rr // / OQ- 6100.0 SF 1 \ 53458.8 SF EXISTING PAVEMENT / //// �/ / / PAD-75.60 PIPE 65 Q' o ?o N i r // p^O / �� / / I \ R55'/f EXISTING FIRE HYDRANT i0 BE REMOVED P307 s /r /// Q ^� / / 2074.15 r// / / 0 / � r //�//// o Q/ // GP // zo' a1 $ R50•LU Lu /= 137/0j84.3DSFA ! / �o / / I 2 Hogback Dr. N /�///�/ ^ / / 315 l PUBLIC STREET W PIPE 37 \ // C7, / / z ' 9550.2 SF \ ( ) w o. w \Ld 65 En P200 b / EX MH 3484-06 // �� l Q 1 / / c-2001-056 i c2 /' o ti 316, r // RIM-2072.7± / �� / ui m? 9943 SF ^a / r/ / Q / z 1 PAD=76.90 / r// \�\\_10701.0 SF f\ / NV=2052.9± / P O / O W;' EX \r ./ EX MH 3484-43 // ti // N z '694, \�\ J/ RIM20 017 05± // // a z 0 1 // r �/// /// // Q vQQ Q� / INV=2053.8± / / Q w / /d / / o cqq r » 1sJ41 B' ' J / /// //// // �\Q\ / 5 DnDTv EASEMENT CA"B" ///////// i o� /i SEWER MANHOLE TABLE SEWER PIPE TABLE BK 58,M&P,PG 23 / / / r �C MANHOLE LETA LS: PIPE LENGTca H v I r1 53458.8 SF ��////J Q^Cp 121.89 LF NEW 8"PVC Pipe 337 I ti, /\\ / / / r/ O / P / 2070.65 RIM 2055.12 INV IN(NE) 37 v r 1� \ / j I I I //�j////// O�/ // // MH 38 2055.30 INV IN(NW) PUBLIC SEWER®0.45% \ / / 2055.10 INV OUT(SW) 38 118.59 LF NEW 8"PVC Pipe PUBLIC SEWER®0.45% ^j / ^ 2072.00 RIM ///• \ \\ // / 1/ ��//////� ^�. �/ % OOO MH 39 2056.33 INV OUT 39 PUBLIC EWER 0 0.45%056.53 RV IN 272.00 LF NEW 8"PVC Pipe \ 40'UTILRY EASEMENT / I DKT 12 / ` r// // Q��\� // /Dt��\ Ds�Q-/ MH 65 2074.02 RIM 355.56 LF NEW 8°PVC Pipe /// // / 2065.69 INV OUT PUBLIC SEWER®0.44% G 285.75 LF NEW 8°PVC Pipe N 47 PUBLIC SEWER 0 0.45% 65 93B1L3IC LF W Pipe PUSNEER 8"PV% v REF:PRV-9955 PRY1608-003 STORM PIPE TABLE OWNER/DEVELOPER: ENGINEER: Preliminary Plat for Scale: I"=40' o Contour Inrerval:N/A PIPE 54" LEN23.1 U SLOPE 06 IN 20 Our MI �EPS Q,a�e e, Saguaro Bloom Block I 7 7514 54' 23.1 LF 0.4% 2060.5 2060.4 D•R•HOHION" q '�� Lois I-395,Blacks IA-IC,Common Area"A"(Open Space,Recreation, PRO SDIS 54° 46.7 LF 0.3% 2060.3 2060.2 53192 yyiG'NLCL��S -�G'N cREcORr PAUL- Public Utilities,Road Maintenance&Signage),Common Area"B"(Open Space, BENNEif Drainage, SDIfi 54° 139.0 LF 0.3% 2060.1 2059.7 g,Recreation,Public Utilities,Road Maintenance& & G R 0 U P $3sy y Common Area"C"(Open Space&Recreation) Sheet No. SDI7 54° 200.fi LF 0.3% 2059.6 2059.0 s A Subdivision of Block I and Lots 1-9 of the Saguaro Springs Block Plat, I O D.R.HORiON,ARIZONA �n�q�7pNA gSPsg g 3580 WEST INA ROAD,STE 100 8710 N.Thornydale Rd,Suite 140 ''es p3'sas recorded in Book S8 of Maps&Plats,Page 23 mel TUCSON,AZ 85741 Tucson,A7 85742 Being a portion of the West of Section 18,T12S,R12E,G&SRM, �,e,•'o,Bei ai:;'ao Town of Marna,Pima County,Ari- AT I I ATTN:BRENi DAV1S r:szo.aos.laoo P:szo.aoB.lao3 Dawn by: BEZ 01/17 PH:(520)790-6005 w w w.e p s g r o u p i n c.c o m ADesIgned by BEZ 01/17EPS Project No.16-042.1 Date:07/19/17 Marana Regu r uno ee Ing ge o `° O• /_ / 5850.0 SF Pan=71.50 20 274 \SEE SHEET 9 267 AD= 1 ° 9339.9 SF 2",9 260- 7 550.0 SF Cfi100.0 SF � N 6100.0 SF I PAD=71.80 1 III 27.5 S 0 PAD-71.70 2128.4PAD=70.30 I III Y 1 5850.0 SF P200 \ a„ 7h °\ `1' " 265 / °220 / //� //�// 40 0 40 80 III 122.0' PAD=72.20 0O 207`2 �p �/.I, 7186.1 SF ` I P211 276 GB<i�eg w s PPD=71.30^ b / Pz11 333 nBn o/�/ // SCALE FELT I I I I 300 °} 38.3' - 5850.0 SF S° STRFF PI E fib ? \61000 SF 53458'8 SF/J /�// I \ HORIZONTAL:1"=40' 6100.0 F _ 0' �� PAD-70.30 CONTOUR INTERVAL:I' III I I° PAD=72.40 0__ � �. 0 � e / � / / I I PAD=72.10800' /\ 277 /.- >Q3 L 1 • J✓/ / KEYNOTES: i -a5o.o sF 332 0/r //// I I 122.0' 1 � PAD-72.70 0 0' /o°-° /00.0 S� L / / 1 10'PUBLIC UTILITY,ROADWAY MAINTENANCE&SIGNAGE EASEMENT BY FINAL PLAT I-u S h/ �v/ ❑ I I I \Io I 301 I a aol 28S °° 278 ° PAD-70'50 �°/ / / 2 V NO VEHICULAR ACCESS EASEMENT BY FINAL PLAT I I 9388.0 SF / �2 ❑ 1 I I I I I :2 /6100.0 SF D49 5850.0 SF s6 PIPE 55 20• / / // / Pan=73.50 2s, PAD-72.60 0 ° M60o / 12'BUFFER PER BK 58,M&P,PG 23 I/ PAD=72.30 PIPE 63 I.o 2j � 279 2� 33 1 / //�///// / ❑ /o/° / / 4 75'DRAINAGE&PUBLIC UTILITY EASEMENT PER BK 58,M&P,PG 23 122, 9 0, hE 6100.0 SF / �/ / / ❑ N 0' W 5850.0 SF s / ° pan7o.so �°/ / // 5 15'PUBLIC WATER EASEMENT PER BK 58,M&P,PG 23 TO BE ABANDONED tc f f %� 3q>• PAD=72.10 / MH 55 °22 / / 31 / I � I 3�2 I o � o /Po% � / ❑30'GAS EASEMENT PER DKT 51,PG 72;DKT 50,PG 619;DKT 190,PG 544 N o r M 284 280 o 6100.0 SF CA nBn P200 33� o /�h / 7 10'ELECTRIC EASEMENT PER DKT 76,PG 584 2630.7 SF 7880.3 SF 6718.9 SF /o/ 6100.0 SF PAD=n.so ° PPD=73.50 11 3e11 pan=71.60 /i pan=7l.o0 �////// ❑SEWER EASEMENT PER DKT 13119,PG 1695 22 0 283 D -JUL / P311 °o / / /� / ❑SEWER EASEMENT PER DKT 12921,PG 3167 �=12.2 329 / /j /� / o NEW SEWER EASEMENT BY FINAL PLAT o MH fig 6590.0 SF "" 2 / / = o✓/ / / / ❑ 1 303 0 _' Pan73.so °20 0 /° 6100.1 SF / °////// / // 6100.0 SF Msoo A E 69 o h/ // z WATER EASEMENT BY FINAL PLAT 1 2071.z1 CAB PAD=7z.a0 P200 °0a 282 ? / /// / / 3 15'DRAINAGE EASEMENT PER DKi 3403,PG 287 III III I 05t 5850.0 SF 2128.4 SF /g,B• PIPE 5fi 220. / �/n3/// // 1 0' MH 631 I _ry 1296 MH 68/� PAD=73.10 g. g 328 ho/�°///// / / 4 INSTALL 6"THICK CONCRETE SIDEWALK FOR MAINTENANCE VEHICLE ACCESS VIII- 304 P311 0l Msoo i _ .,w °o; P200 6718.3 SF ® h� z 6100.0 0.50 J / / // 5 25'INGRESS/EGRESS ACCESS EASEMENT FOR MARANA WELL SITE l a o 6100.0 SF \ PAD=7z.7o i, / 2 / / / / Pan=73.10 0°.� PIE 68 021 ° � / ////j�/ / / P105 HANDRAIL PER PAG SD 105 327 // / / P1o6 POST BARRICADE PER PAG SO 106 `\ ✓ / / / ll I 122.0 I Pato X07\ �-,,-��e 392 i r �Gs�� ho/° P100.0 SF /////// // P2oo 5'CONCRETE SIDEWALK PER PAG SD 200 P312 0 // / / P213 CONCRETE HEADER PER PAG SO 213 o 6100.0SF3f STR�FT as < e e�QJm ° '220• / ° / // /// // // P3o2 STORM DRAIN MANHOLE PER PAG SD 302 PAD73.30 0 ! 326 / CATCH BASIN,TYPE 1 PER PAG SO 307 6100.0 SF 1220' °ti i/ PAD=72.00 °�j// / / // // P3to CATCH BASIN,TYPE 5 PER PAG SD 310 III 2 I 2e' M600 2.0 / /// /// / // // A631 MODIFIED ADOT 6.30 HEADWALL PER IMPROVEMENT PLANS 111111 61oaBO6SF of 14'III 14' - MH 56 325 /°j�j// //// / // / Ms11 CURB ACCESS RAMP PER MARANA SD 600-2 6100.0 SF / / / O' / III Pan=73.s0 7-r n n Pam / Pan-7230 /// /// // G // 16"STABILIZED SURFACE TREATMENT PER S.D.RWRD 111 _ w Q 1111111 1 3C3sa3.3ASF 1 y= ,� /107EEll X220 / /// //// / / A\ / Oi NEW FIRE HYDRANT 122.0' 0 / /// / / (v� / 0O OZ III _ // 324 0° // CLEAR SPAN ARCH(DESIGN PER IMPROVEMENT PLANS) N O N W307 I 307 0l u P302 !o/ 6100.0 SF / �j// //// // G�Al PROPOSED LAMBERT LANE IMPROVEMENTS(PER CARDNO PLANS) af o�I 6100.1 SF I m _ m /°Pam Pan=72.50 / �/ //// / Q / Q /PAD=73.80 I p _/ / 22 / 56b///�/ % ��Q�nD� ®EXISTING PAVEMENT O p C7//� _ / / 323 0 3°// ��^ /�/ % �P�O� / / O5 EXISTING FIRE HYDRANT iO BE REMOVED LO p m z J 2 0' / / 6100.0 SF /N LJ U1 ZI l o 308 r P200 / /�/ PIPE 57 PPD=72.80 �P;l^)0��.�// // QO� --Z<j N.J 6100�0 SF j �� -- _ F- aa^° 322 /5�/,f Q n 2 a^ 6378.9 SF /// _______ �-9.5 \1220' 9.s'j I I � � o� � --WEST Y COR SEC 18 PIPE 64 2"LCP"SEC 1318" 309 �j a w 0.� H 57 �. / /,// // / / G 10.0 SF P // / O / Pan=74.31 M600 -- 321 / �/%///j a to 752e.6 SF a 1 0' SEWER MANHOLE TABLE SEWER PIPE TABLE N 310 0 „4 o CAB / / / o / / al fi100.sF 1 6 / 1063.1 SF o / /////// Q���� // p)0 i MANHOLE oETwLs: PIPE LENGTH =13.0' N ° /// P O 2069.22 RIM PAD=74.60 11 I 3 1 9 320 /��/// / / / / / 55 273.32 LF NEW 8"PVC Pipe 8264.7 SF /// / / / / 2056.85 INV IN(SW) PUBLIC SEWER®0.45% X, 8443.6 SF / �// /// / Q\� / / MH 55 2057.03 INV IN(NW) to 122.i I // PAD=74.80 / // �` // // 2056.83 INV OUT(NE) 56 273.32 LF NEW 8"PVC Pipe 2070.61 IM PUBLIC SEWER 0 0.45% Of l 3 1 1 "-I / �// // / ^� / // 2058.09 IRNV IN(SW) 181.89 LF NEW 8"PVC Pipe 6100.0 ISF r,-M 154.4' / /� //// MH 56 2058.27 INV IN(NW) 57 PUBLIC SEWER 0 1.02% a o PAD-74.80 O ho / / ^ / 2058.07 INV OUT(NE) 14 w 318 /'�/�j/////// / Q-Q� / O / IM 63 458.03 LF NEW 8"PVC Pipe 122.0'x, w 8388.5 SF / // // // Cp // MH 57 2059.95 I2071.54 NV OUT PUBLIC SEWER®0.55% "I PAD=75.3PUBLIC SEWER 0.VCi3 ° 312 /////// / / MH fi3 2062.51 RNV IN fi4 458.03 LF NEW 8"PVC Pipe o 6100.0 SF of 181.2' / ��/ ^�5 / / ^���j %/ 65 93.13 LF NEW 8"PVC Pipe / 2062.49 INV OUT c°pi PAD=75.10 ISI / y� / / / \ 317 /�� /Aj/ �O� // // � � 2073.54 RIM PUBLIC SEWER®1.04% 064.72 INV IN 8060.2 SF / Q��O MH 64 2064.62 INV OUT 66361.51 LF NEW 8"PVC ro 122.0' 1 `� PAD 75.90 / //�/ /// // / / PUBLIC EWER 0 0.44%Pipe _ ) L=9.1_4 140.q�__/_ //// P 2071.48 RIM 155.82 LF NEW 8"PVC Pipe 6100.0 SF oI 1 1 / MH fib 2059.07 INV IN 68 PUBLIC SEWER®0.45% I MH 64 N I // 2058.92 INV OUT PAD=75.30 CA nBn / �,r�/ /// / / / 81.fi1 LF NEW 8"PVC Pipe P200 // // // // zm1.o8 RIM s9 a 22 0 1 53458.8 SF / /// / / / MH 69 2059.93 INV OUT PUBLIC SEWER 0 1.05% ___ _ ------- _ ---314 �lol 3 \� �/ //�----SEE SHEET 10 ------ --------�' 6100.0 SF to a REF:PRV-9955 PRY1608-003 STORM PIPE TABLE OWNER/DEVELOPER: ENGINEER: Preliminary Plat for Scale: I"=40' o Contour Interval:N/A PIPE SIZE24" LENG63.7 U LOPE 06 IN 20 our MN �E P S Q,a�e e, Saguaro Bloom Block 5020 24" 263.7 LF 0.5% 2066.3 2065.0 D•R•HOHION" q 4b� Lots I-395,Blacks IA-IC,Common Area"A"(Open Space,Recreation, P ROH SD21 24" 277.3 LF 0.5% 2064.9 2063.5 53192 �yyiG'NLCL�75 -�G'N �'GREGORY PAUL- Public Utilities,Road Maintenance&Signage),Common Area"B"(Open Space, BENNEif Drainage, SD49 24" 323.8 LF 0.5% 2066.7 2065.1 g,Recreation,Public Utilities,Road Maintenance& & G R 0 U P 9$3s �" y Common Area"C"(Open Space&Recreation) Sheet No. D.R.HORTON,ARIZONA 1,q/1pNA g 5 P,sg A Subdivision of Block I and Lots 1-9 of the Saguaro Springs Block Plat, I I 3580 WEST INA ROAD,STE 100 8710 N.Thornydale Rd,Suite 140 'yes p3's'` as recorded in Book S8 of Maps&Plats,Page 23 <,e,.•I�*per•as mel TUCSON,AZ 85741 Tucson,A7 85742 Being a portion of the West of Section 18,Tl2S,R12E,G&SRM, E AT TN:BRENi DAMS Drawn b: BEZ 01/17 Town of Marna,Pima County,Arizona O j' I I T:520.408.1400 I F:520.408.1403 Y I PH:(520)790-6005 www.e p s g r o u p i n c.c o m Designed by BEZ 01/17 EPS Project No.16-042.1 Date:07/19/17 Marana R.' Pag.11o LOCATION MAP PRV1 608-003 Saguaro Bloom Block 1 MARANA AZ Preliminary Plat PLANNING W.11-1rv> ,�., ,�,,,` 4 . � e ����,F �3�+� 'w�"� ' � i k,f �� .F" MY .; `du �" ,� o .. "`.... .; ., rv•r,.°"R °m °"- o°° W ur k"ym " " yr.�. .„ Yrs `_ fv Woo;�m .8 RE)E) RAY w_, °u "� ...ery•• � Y� v�y- �� °+e �.n,n. °,i•f "A w{ r� 'w,em T i. u 'e y biT °Y �� 14 " E �� ,".", � •1 r-_.a� ..'R L �' � m �n•'M'd °�' m'"4'F, ° = r ." M F r w �i.. x". Y .y _�P u" �' r- 1IT pl ! ®X"° x a .. " ti. •� " �• .. '� "v�#,.."..�Iii. �, .'"°I .. " ..��... " #4 Y ri w -LAM •Ef T-E r - - 7- 41 r Y " w• �• �"�A. .n rr n 6"Y "m :Yid"' Y•�� �," � *„ "6�� . dh b bM Vy'�M: 't'� � �IR F •.Xwa IM d _r - f r• � i � i 1Yvd " v a N 3 r y T.l . M IAA ` . " � v , 7 fffy ffffl fff• ■ ^ 1. 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NL —A4- UU w _ • Y Y " z u _ " �•, yar ry",. �Ma"'° v �° M v 4 D 250 500 1.000 " ECouncil Meeting 08/01/2017 r Page 80 0 �° ;Ae �� , Development Services lannin C maranaaz. ov 1 1555 West Civic Center Drive / Marana, AZ 8565 MARANA, Phv (520) 382-2600 Fax (520) 382-2641 1 maranaaz. o PROJECT APPLICATION PROJECT INFORMATION Project Name: Saguaro Bloom Block 1 - Preliminary Plat Description of 1 Project: Residential Subdivision Number of Lots: 410 Parcel No-(s): 216-40-0030/0040,0050,0060,0070,0080,0090,0100,0110,0140 Gross Area (Acres): 90.9 Project Address: 9395 W Lambert Lane Ref. Project No.: �� j�p o b - oQ 3 CONTACTO• • Owner: DR Horton Contact Name: Brent Davis Address: 3580 West Ina Road, Suite 100 City: Tucson State: AZ Zip: 85741 Email: btdavis@drhorton.com Phone No.: (520) 790-6005 Em � _ t Applicant: EPS Group Contact Name: Greg Bennett horn dale Road, Suite 140 City: Tucson State: AZ Zip: 85742 Address. 8710 N.T y Small: greg.bennett@epsgroupinc .com Phone No.: (520) 408-1400 ' Consultant/Engineer: EPS Group Contact Name: Greg Bennett p orn dale Road, Suite 140 City: Tucson State: AZ Zip: 85742 Address. 8710 N.Th y Email: greg.bennett@epsgroupinc.com Phone No.: (520) 408-1400 OWNER/APPLICANT AUTHORIZATION 1, the undersigned, certifythat all of the facts set forth in this application are true and correct to the best of my knowledge e and that i am either the owner of the property or that w have been authorized in writing-by the owner to file this application_ (if applicant is not the vvr�e,-, attach written authorization from the owner.) GregBennett 8/17/2016 s. Applicant Name (PRINT) ~�! rIn(ciTt1irce Date Pi� Da eFOR OFFICIAL USE ONLY Prc�e t J _ � # e c ei ec 0 Anne 'xafiof1 ❑ Rezone 0Specific F'Ian 0 General Plan Amendment Prelim-friary Pl_lt L7 Final Plat 0 Significant Larid Use Chicinge 0 Minor Land Division J 'aria n ce 0 Development PIa�� 0 De elopi��.r=t PI��n P��� ka g e 0 Dedications 1 Easements 1_ic. A reemenl 0 Landscape Plan 0 Condiflonc-il Use Permit m Report (Type) 0 S 4PP 0 Native Plani Plan J Native Plant Exception 0 Other: 0 Impro ernenf Plan (Type): _- OV Marana Regular Council Meeting 08/01/2017 Page 81 of 343 .Ad MARANA AZ ESTABLISHED 1977 Council-Regular Meeting C6 Meeting Date: 08/01/2017 To: Mayor and Council From: Starla Anderson, Deputy Finance Director Date: August 1, 2017 Strategic Plan Focus Area: Not Applicable Subject: Resolution No. 2017-073: Relating to the Police Department; approving and authorizing the Mayor to execute a service agreement with the Marana Unified School District to provide a School Resource Officer in support of the District's School Safety Program (Starla Anderson) Discussion: The Marana Unified School District with the support of the Town of Marana Police Department applied and received grant funding from the Arizona Department of Education for one School Resource Officer (SRO) as a part of their School Safety Program. The SRO will be assigned to Marana Middle School. The intent of the School Safety Program is to place SROs on school grounds to contribute to safe school environments that are conducive to teaching and learning. The SRO will also be required to teach Law-Related Education to the students to promote a safe, orderly environment and good citizenship. Having officers in the schools provides a sense of safety to the students and the staff where they can feel free from the threat of physical harm and verbal abuse. These officers give students an adult to go to with safety concerns all while providing students with a positive view of law enforcement. This grant provides for the salary and benefits of the officer for the next three school calendar years. The officer will be on site at the school for 10 months out of each year. During the two summer months, the Town will pick up the expense of the officer and will assign the officer to perform normal patrol officer duties. The SRO position will be filled by the current incumbent. Oral boards were conducted with representatives from the school along with the police department to select the officer. Financial Impact: Marana Regular Council Meeting 08/01/2017 Page 82 of 343 Fiscal Year: 18-20 Budgeted Y/N: Y Amount: $90,000 (including benefits) The Town of Marana will be responsible for 1/6 of the salary and benefits, equipment and all required training for the officer. This cost was budgeted into the current 2018 budget. Staff Recommendation: Staff recommends approval of the Service Agreement with Marana Unified School District to provide a school resource officer to Marana Middle School. Suggested Motion: I move to adopt Resolution No. 2017-073, approving and authorizing the Mayor to execute a service agreement with the Marana Unified School District to provide a School Resource Officer in support of the District's School Safety Program. Attachments Resolution No. 2017-073 Exhibit A - Service Agreement Award Letter to MUSD Marana Regular Council Meeting 08/01/2017 Page 83 of 343 MARANA RESOLUTION NO. 2017-073 RELATING TO THE POLICE DEPARTMENT; AP P RO VIN G AND AUTHORIZING THE MAYOR TO EXECUTE A SERVICE AGREEMENT WITH THE MARANA UNIFIED SCHOOL DISTRICT TO PROVIDE A SCHOOL RESOURCE OFFICER IN SUPPORT OF THE DISTRICT'S SCHOOL SAFETY PROGRAM WHEREAS the parties are authorized to enter into a service agreement for school safety program purposes pursuant to A.R.S. §15-15 4 and A.R.S. §15-15 5; and WHEREAS the Marana. Unified School District (MUSD) is the recipient of a three-year grant from the Arizona. Department of Education to provide one School Resource Officer ("SRO") at Marana Junior High School; and WHEREAS the Mayor and Council of the Town of Marana feel it is in the best interests of the citizens of Marana to enter into the service agreement with MUSD to provide one Marana. Police Department SRO for the School Safety Program. NOW, THEREFORE, BE IT RE S O LVED BY THE MAYOR AND COUNCIL OF THE TOWN OF MARANA, that the service agreement between MUSD and the Town for the provision of a school resource officer in support of MUSD's School Safety Program, attached to this resolution as Exhibit A, is hereby approved, and the Mayor is authorized to execute it for and on behalf of the Town of Marana. IT IS FURTHER RESOLVED that the Town Manager and staff are hereby directed and authorized to undertake all other and further tasks required or beneficial to carry out the terms, obligations, conditions and objectives of the agreement. PASSED AND ADOPTED by the Mayor and Council of the Town of Marana, Arizona., this 1 st day o f August, 2 017. Mayor Ed Honea ATTEST: APPROVED AS TO FORM: Jocelyn C. Bronson, Town Clerk Frank Cassidy, Town Attorney Marana Resolution No.2017-073 Marana Regular Council Meeting 08/01/2017 Page 84 of 343 SERVICE AGREEMENT by and between MARANA UNIFIED SCHOOL DISTRICT No. 6 and THE TOWN OF MARANA This Service Agreement ("Agreement") is entered into by and between Marana Unified School District No. 6 (hereinafter luiown as "District") and Town of Marana (hereinafterknown as "Town"); WHEREAS,the parties are authorized to enter into this Agreement pursuant to A.R.S. §15-154 and A.R.S. §15-155; WHEREAS, the District is the recipient of a three (3) year grant from the Arizona Department of Education to provide one School Resource officer ("SRO") at MaranaMiddle School; WHEREAS,the District and the Town desire to work in cooperation with one another to further the goals ofthe District's"School Safety Program;" NOW THEREFORE, in consideration of the mutual agreements set forth, the parties agree as follows: 1, Purpose The purpose of this Agreement is to establish the terms and conditions under which the Town will fury-.ish administrative and other resources and provide an SRO in support of the District's School Safety Program. In the provision of services under this Agreement,bothparties agree to comply with the provisions ofthe School Safety Program Guidance Manual dated February 2014("Guidelines")prepared by the Arizona Department ofEducation. The objectives of this Agreement are to instill feelings of safety in students and staff in the school environment, to provide a specific adult to address individual student safety concerns, to engender a positive view of law enforcement personnel, and to provide students with Law-Related Education ("LRE"). 2. Term This Agreement shall commence and be effective on August 1, 2017, and shall terminate on May 31,2020(the"Term"},unless terminated by either party as provided for in this Agreement. Payment, performance and obligations for any fiscal period are subject to the availability and appropriation of monies. SERVICE AGREEMENT FOR SCHOOL SAFETY PROGRAM:MUSD/TOWN OF MARANA Page I of 9 Marana Regular Council Meeting 08/01/2017 Page 85 of 343 3, Administrative and School Safety Services A. Duties and Obligations of District 1, The District shall provide a teacher to be present in the classroom, at all times, while the SRO implements LRE classroom instruction. The teacher and the SRO shall co-present. 2, The District shall designate a School Administrator at each site who is required to attend training provided by the Arizona Department of Education. 3, The School Administrator must complete a SRO performance assessment twice ayear.The assessment must be shared with the SRO's supervisor. 4, The School Administrators, not the SRO, are responsible for school discipline. The School Administrators shall not interfere with the duties of the SRO as sworn law enforcement officers. 5, The District shall facilitate collaboration between the SRO and other school personnel on school-wide safety strategies such as staff trainings, emergency response planning,needs assessment and prevention programming. 6, The District shall provide time at regular staff meetings and trainings for the SRO to deliver LRE instruction relevant to school-wide prevention and safety related updates. 7. The District shall promote the integration of LRE into the classrooms and direct staff development ofteachers and SRO involved in the delivery of LRE. 8, The District shall participate in the selection process oftheir SRO. 9. The District shall provide office space that provides privacy for the SRO, The office shall include the equipment necessary for the SRO to effectively perforin their duties; i.e., telephone, desk, chair, filing cabinet and up-to-date computer and printer. 10, The School Administrator shall provide a complete copy of the grant application,the award and the Guidelines to each SRO as soon as the SRO begins service at the site. 11, The District shall send officers to LRE training annually and provide for all related travel expenses as provided inthe grant. SERVICE AGREEMENT FOR SCHOOL SAFETY PROGRAM:MUSDITOWN OF MARANA Page 2 of 0 Marana Regular Council Meeting 08/01/2017 Page 86 of 343 B. Duties and Obliizations ofTown 1. The Town shall provide one SRO,who will be present and accessible on the school campus to which assigned. one SRO shall be assigned to Marana Middle School. Each SRO must meet all requirements of the Guidelines. 2. The SRO shat I b ep resent for a ten(10)month,fu 11-time position,at forty hours er week. The ten (10) month period shall be defined as the District's (40) p schooly ear for each of the school years occurring during the term of this Agreement. Absent an emergency,the SRO shall not be called away from their designated school. If the SRO is called away for police business (not including mandatory training, meetings or crisis),District shall not be invoiced for that time. Ifthe SRO is absent due to sick,vacation, personal or other leave,the District shall not be invoiced for that time. 3. The SRO must teach, have positive interactions with students, and serve as an active member of the school community. 4, The SRO must provide 180 hours ofLRE instruction per year. The LRE instruction requirement mustinclude: a) At least 80 hours of LRE classroom instruction to ongoing cohort groups of students 1. Three to five classrooms, six sessions per classroom, within one quarter to the same group of students b) At least 100 hours of universal LRE instruction i. 60 hours or more of universalLRE classroom instruction i1. Up to 20 hours for LRE planning and preparation iii. Up to 20 hours for LRE instruction to school staff and school community 5. The SRO shall keep a weekly activity log that tracks LRE Instruction hours teacher and subject or staff/community group, the topic of each LRE lesson, and the time the officer is offtheir assigned campus during their duty hours,regardless ofthe reason. 6, The SRO shall attend annual training provided by the Arizona Department of Education at the beginning of each schoolyear. 7. The SRO's supervisor shall attend training provided by the Arizona Departmentof Education atthe beginning ofeach s choo I year. SERVICE AGREEMENT FOR SCHOOL SAFETY PROGRAM:MUSD/TOWN OF MARANA Page 3 of 9 Marana Regular Council Meeting 08/01/2017 Page 87 of 343 e. S, The Town shall use its best efforts to maintain the same SRO at the site during the Term of this Agreement. Under no situation can a site have more than three (3) different SRO during the Term. 9. It may be necessary to request the assistance of the SRO to respond to a community situation/problem, traffic accident, when the SRO is off ..... campus on business that does not pertain to the school, those hours should be prorated and not paid for by the District. The invoice from the Town should reflect only hours the SRO actually was involved in school business. 1 0. The SRO shall serve as a member of the School Safety Assessment and Prevention Team. 11, The SRO shall utilize expertise and agency resources for intervention and prevention of potential crime. 12. The SRO shall collaborate with school personnel on school-wide safety strategies (e.g., staff trainings, emergency response planning, needs assessment and prevention programming). 13. The SRO shall build relationships with students, parents and staff that promote positive image of law enforcement. 14. The SRO shall fulfill their duties as sworn law enforcement officers of the State of Arizona. C. Joint Duties and obli ations 1. The SRO's supervisor and School Administrator shall supports oversee and review the SRO's activity logs to ensure fulfillment of grant requirements. 2. The SRO's supervisor and School Administrator shall meet formally at least once persemester, 3. The School Administrator shall take the lead on school policy violations. The SRO should be involved when a student's conduct violates a law. 4. Asp artners in school safety, SRO and administrators shall work P together to develop procedures for ongoing communication to ensure timely g and uniform reporting of criminal activities. The parties shall develop and maintain a written document describing the general chain of command and SERVICE AGREEMENT FOR SCHOOL SAFETY PROGRAM:MUSD/TOWN OF MARANA Page 4 of 9 Marana Regular Council Meeting 08/01/2017 Page 88 of 343 channels of communication. 5. The parties shall follow the following guidelines as set forth in the School Safety Program Guidelines: a. SRO Recommended Qualifications and Recommended Job Description b. The Hiring Process C. Officer Training d. The Appeal Procedure e. Performance Evaluation D, Compensation In exchange for the Town's provision of the SRO and related services, District will pay to Town the cost of such services. The Town shall submit invoices to District on a monthly basis and the invoices shall be payable within thirty (30) days after receipt of the Town's invoice. Amounts outstanding after thirty(3 0)days following invoice dates will be subj ect to a 10%late fee, Per the Guidelines,late fees cannot be paid out ofSchool Safety Program monies. E. Student Information As part of this Agreement the SRO and Town administrative staff will have access to District's student educational records as defined by the Family Educational Rights and Privacy Act of 1974 ("FERPA"). The Town understands that disclosure ofsuch records to an unauthorized person is a violation of law. The Town agrees that it will not disclose student records unless authorized in comp liancewithFER.PA. F. Confidential Information As a part of this Agreement, the Town's administrative staff and SRO may have access to information which is confidential in nature including information pertaining to District employees. Town will not disclose confidential information to any person not preauthorized by District. For purposes ofthis section,confidential information does not include (a) information that is known to Town on the date of this agreement, (b) information that is in or enters the public domain through no fault of Town or its representatives or agents, or (c) information that's made ktiown to Town on a non- confidential basis from an unsolicited source(other than the District)provided Town has no reason to know or believe that such source obta inedthe inform.ati on improperly or is bound by an agreement notto disclose the information. G. Ownership...of Equipment Any equipment provided by Town shall remain the property of Town and any equipment provided by District shall remain the property of District. SERVICE AGREEMENT FOR SCHOOL SAFETY PROGRAM:MUSD/TOWN OF MARANA Page 5 of 9 Marana Regular Council Meeting 08/01/2017 Page 89 of 343 P 4. Reporting and Records All books, accounts, reports, files and other records relating to this Agreement shall be kept for five(5)years after termi nati on of this Agreement. 5, Termination,Extension and Modification A. Termination. This Agreement may be terminated by either party if in its judgment such action is necessary due to; i. fiinding unavailability ii. statutory changes inthe Safe SchoolsPrograiri either party's failure to Implement or operate the approved"Safe Schools Program" IV, either party's non-compliance with the Agreement Any termination must be in writing,stating the reason therefore,be sent certified mail and upon thirty(3 0)days'notice to the other party. 6. Cancellation for Conflict of interest The Parties acknowledge that this Agreement is subject to cancellation pursuant to A.R.S. 38-511,the provisions of which are incorporated herein and made a part hereof. 7, Nan-Discrimination The parties shall comply with Executive Order 99-4 and all other applicable State and Federal Employment laws, rules and regulations, mandating that all persons shall have equal access to employment opportunities, and that no person shall be discriminated against due to race,creed,color,religion,sex,national origin or disability, 8, Insurance Town and District each represent and warrant to the other that it shall at all times retain insurance coverage in compliance with State laws and shall naive the other party as anadditional insured. 9. Employees Except as otherwise provided by law, in the performance of this Agreement p and the "School Safety Program," both parties hereto will be acting in their individual governmental capacities and not as agents, employees, partners, joint venturers or associates of each other. The employees, agents or subcontractors of one party shall SERVICE AGREEMENT FOR SCHOOL SAFETY PROGRAM:MUSD/TOWN OF MARANA Page 6 of 9 Marana Regular Council Meeting 08/01/2017 Page 90 of 343 m e not be deemed or construed to be employees or agents of the other party. lo, Mutual Indemnification To the fullest extent permitted by law, each party (as "Indemnitor") agrees to indemnify, defend and hold harmless the other party, its officers, officials, employees, - agents,volunteers, successors,and assigns(as "Indemnitees")from and against any and all claims, losses, liability, costs or expenses (including reasonable attorney fees), hereinafter collectively referred to as "claims," arising out of bodily i'ury to any person(including death)or property damage,but only to the extent that such claims which result in vicarious/derivative liability to the Indemnitees, are caused by the act, omission, negligence, misconduct, or other fault of the Indemnitor,its officers, officials, agents, employees,volunteers,successor,or assigns,provided, however, that the Indemnitor---shall ..have-..-,no obligation to indemnify---the -Indemnitee -for...the __.....-- Indemnitee`s passive negligence. 11, Applicable Lav This Agreement shall be governed and interpreted by the laws of the State of Arizona, and in the event a conflict exists between this Agreement and the laws of the State of Arizona, the laws of the State of Arizona shall control. Any reference to a particular statute in this agreement shall also refer tothat statute as amended inthe future. 12, Dispute Resolution Neither party may file a claim against the other without first participating in good faith in mediation with a trained and impartial mediator. The parties shall share the expenses of mediation, except that shared expenses shall not include the cost incurred by a party for representation by an attorney at the mediations, if such representation is desired. If the dispute is not resolved by mediation or negotiations a claim may be brought by either party in Arizona Superior Court, PimaCounty. 13, Notice Any notice required or permitted under the teens of this Agreement shall be deemed given or served if sent by certified mail,return receipt requested,postage prepaid to: MARANA UNIFIED S CHOOL TOWN OF MARANA DISTRICTNo.6 Attn: Town Manager 11279 W, Grier Road 1 15 5 5 W. Civic Center Drive Marana AZ 85653 Marana AZ 85653 SERVICE AGREEMENT FOR SCHOOL SAFETY PROGRAM:MDSD/TCWN of MARANA Page 7 of 9 Marana Regular Council Meeting 08/01/2017 Page 91 of 343 a 14, Counterparts This Service Agreement may be executed in counterparts, each of which shall be an original, but all of which together shall constitute one and the same Agreement. 15, E-Verify,Records andAudits To the extent applicable under A.RS. X41-4401, the parties warrant their compliance with all federal and immi ration laws and regulations that relate to their employees and compliance with the E-Verify requirements under AKS. 23-214(A). A party's breach of the above-mentioned �l warranty shall be deemed a material breach of the Agreement and may result in the termination of the Agreement by either party under the teres of the Agreement. The parties each retain the legal right to randomly inspect ect the papers and records of the other party to ensure that the other party is complying with the above-mentioned warranty. The parties warrant to keep their respective papers and records open for random inspection during normal business hours by the other party. The parties shall cooperate with the other party's random inspections, including granting the inspecting party entry rights onto their respective properties to perform the random inspection and waiving their respective rights to keep such papers and records confidential. 16, Amendments To the extenterz�itted b law, the Parties may amend this Agreement in writing p Y signed by both Parties. 17, Workers' Compensation Forur oses of Workers' Compensation, an employee of a party to this Agreement who p p works under the j urisdiction or control of, or who works within the j urisdictional boundaries of, anotherY art pursuant to this specific Agreement,is deemed to be an employee of both parties, as p pz ov'ded 'n A.R.S. § 23-1022(D),, The primary employer of such employee shall be solely liable for payment of workers' Compensation benefits for the purposes of this paragraph. Each party shall compIy withthe noticeprovisions ofA.RS.§23-1022(E). [SIGNATURE PAGE FOLLOWS] SERVICE AGREEMENT FOR SCHOOL SAFETY PROGRAM:MUSD/TOWN OF MARANA Marana Regular Council Meeting 08/01/2017 Page 8 of 9 Page 92 of 343 a IN WITNESS HEREOF, the parties sign this Agreement: Dated this day of 2017, upon resolution of the Marana Unified School District No. d Governing Board approving this Agreement and authorizing its Superintendent to sign below: ;w MARANA UNIFIED SCHOOL DISTRICT NO. d By. Superintendent Attorney approval: This Agreement has been reviewed by the undersigned attorney who has determined that it is in proper form and i s within the powers and authority granted under the laws of the State of Arizona to the Marana Unified School District. By-9 Leg aytounsel for the Marana Unified School District Dated this day of , 2017, upon resolution of the Towii Council of the Town of Marais a approving this A greein ent and authorizing its Mayor to sign below,- TOWN elow:TOWN OF MARANA By Mayor Attorney approval: This Agreement has been reviewed by the undersigned attorney who has determined that it is in form and is within the powers and authority granted under the laws of the State of proper Arizona to the Town of Marana. By: Legal Counsel for the Town of Marana SERVICE AGREEMENT FOR SCHOOL SAFETY PROGRAM:MUSD/TOWN OF MARANA Page 9 of 9 Marana Regular Council Meeting 08/01/2017 Page 93 of 343 r State of Arizona. Department of Education Office of Diane M. Douglas Superintendent of Public Instruction June 27, 2017 Ms. Emma Chavez Grants Management Coordinator Marana Unified School District 11290 W. Grier Rd, Suite 115A Marana, AZ 85653 By Mail and Email: e.a.chavez(c_maranausd.org, Dear Ms. Chavez: Congratulations on having one or more schools in your district/charter selected to participate in the School Safety Program (SSP). The intent of the School Safety Program is to place School Resource Officers (SROs) and Juvenile Probation Officers (JPOs) on school grounds to contribute to safe school environments that are conducive to teaching and learning. This grant provides seed money for the salary and benefits of these officers as established in Arizona Revised Statute (A.R.S.) 15-155. School Safety Program officers maintain a visible presence on campus, deter delinquent and violent behaviors, serve as an available resource to the school community, and provide students and staff with Law-Related Education (LRE) instruction and training. The Arizona Department of Education (ADE) received 203 applications for funds totaling approximately $21 million dollars. Applications were reviewed and scored in accordance with ADE Guidelines and Procedures for Competitive Discretionary Grants and per A.R.S. 41-2701-2704 and A.R.S. 41-2611. The Arizona State Board of Education approved awarding the highest scoring applications up to the available funding level. For your ease of reference, the remaining information in this letter is organized into four sections as follows: 1. Notification of Schools Selected/Not Selected for SSP Award 2. Process for Revising your Application and Securing your Award o Review the FY 2018 SSP Award Sheet o Revise the Application (if applicable) o Resubmit the Application 3. Information about the School Safety Program o Modifications Required under Senate Bill (SB) 1099 o Training Requirements o The Guidance Manual o Program Reminders 4. Technical Assistance and Program Support 1535 West Jefferson Street,Phoenix, Arizona 85007 (602) 542-4361 e www.azed.gov Marana Regul � 04 Meeting 08/01/2017 Page 94 of 343 SECTION 1 — NOTIFICATION OF SCHOOLS SELECTED/NOT SELECTED FOR AWARD Schools Selected for SSP Award • Marana Middle School • Quail Run ES/Thornydale Elementary School • Roadrunner Elementary School/Picture Rocks Elementary School • Tortolita Middle School Schools Not Selected for SSP Award • Marana High School An appeal may be filed for any school denied an award. A request for a hearing by the Arizona Department of Education must be a written, signed and dated statement by the site administrator and the superintendent or charter holder. The appeal must state a valid basis for the protest and include a detailed statement of the factual grounds on which it is based. In accordance with ADE policies and procedures for competitive discretionary grants, A.R.S. 41-2701— 2704, and A.R.S 41-2611, each application was reviewed and scored by three reviewers and the scores were averaged. Requests to dispute the score given by the review team, and requests to modify, reintroduce or expand upon original information provided in the application, cannot be considered. See attached School Safety Program Appeal Process for additional details. SECTION 2—PROCESS FOR REVISING YOUR APPLICATION AND SECURING THE AWARD Your FY 2018 application will be approved by ADE in the Grants Management Enterprise (GME) within the next few days. Once your application has been approved, please complete the process for revising the application (if applicable) and securing the award as outlined below: 1. Review the FY 2018 School Safety Program Award Sheet (attached) • Verify the following: • Accuracy of awarded site(s) • Approved type and number of officers • Total approved allocation for Purchased Professional Services (officer salary and benefits) • Total approved allocation for supplies • Review Revisions and/or Comments • Complete any noted revisions in GME by August 31, 2017 NOTE: If no revisions are noted on the Award Sheet, then no further action is required on your application at this time. 2. Revise the Application (if applicable —see Note above) • Log on to GME at https://gme.azed.gov/ • From the main Sections page of your FY 2018 School Safety Program — Year 1 application, click on the "Revision Started" link under the "Change Status To" option. • Make the revisions noted on the FY 2018 School Safety Program Award Sheet. 3. Resubmit the Application There is no "submit" button in the GME system. Instead, various levels of approval must occur for an application to be submitted and processed by ADE. When the application is ready to be submitted to ADE, return to the Sections page and change the status to "Revision Completed" to initiate the Local Education Agency (LEA) levels of approval. Authorized LEA representatives will need to review the application and move the application through the following status changes in order for it to be considered "Submitted" to ADE: • LEA Business Manager Approved • LEA Authorized Representative Approved ("Submitted" status) 1535 West Jefferson Street,Phoenix, Arizona 85007 (602) 542-4361 www.azed.gov Marana Regul �,Q0_ Zjt Meeting 08/01/2017 Page 95 of 343 SECTION 3: INFORMATION ABOUT THE SCHOOL SAFETY PROGRAM Once you have secured your award, please ensure that you familiarize yourself with the information on the School Safety Program provided below as follows: Modifications required under Senate Bill (SB) 1099; Training Requirements; the Guidance Manual; and Program Reminders. 1. Modifications Required under SB 1099 SB 1099 was approved by the Governor on April 17, 2017. This Act repeals Arizona Revised Statute (A.R.S.) sections 15-153 and 15-153.01, amends sections 15-154 and 15-155, and repeals A.R.S. 41- 3017.09 relating to the School Safety Program. We encourage you to read SB 1099 in its entirety. It is available on the Arizona State Legislature website. Highlights are provided below: • The School Safety Program Legislative Oversight Committee was terminated on April 17, 2017. Its responsibilities have been transferred to the State Board of Education (SBE) and ADE. The SBE is now directed to review and approve Program proposals and renewal applications from participating school sites. • The Act directs ADE to include in the annual evaluation of the School Safety Program survey results from participating schools and data on the impact of participating in the Program. ADE is directed to establish guidelines for Program participants to report this information. • The School Safety Program is terminated on July 1, 2025. 2. Training Requirements Please note that the district administrator, site administrator(principal and designee [if appointed]), school safety officer, and agency supervisor each has a training requirement this first year (FY 2018) of the grant. Details of the required trainings for FY 2018 (and requirements for subsequent years) will be sent to you at the beginning of the new school year. NOTE: It is your responsibility to ensure that all appropriate parties are aware of the training requirements and dates so that they can register in a timely fashion. If training requirements are not met in FY 2018, funding for your District/Charter is placed on hold at the beginning of FY 2019 until those requirements have been met. If any of your awarded schools are outside of Maricopa County, training attendees will receive a travel allocation to attend School Safety Program required trainings. Details of travel allocations will be provided to you when we send out details of the trainings at the beginning of the school year. 3. The Guidance Manual This manual provides the requirements of the grant, clarifies responsibilities of all partners, and identifies the elements of an effective School Safety Program. You can download the manual from the School Safety Program website. NOTE: We are currently revising and reformatting the Guidance Manual to make it more user-friendly. A link to the updated document will be provided to you at the beginning of the school year. Please ensure that all appropriate parties read the manual in its entirety as non-compliance with requirements may result in loss of future grant awards. 4. Program Reminders Below are a few reminders about the School Safety Program for the upcoming year. Please read through these carefully to help ensure success with your program during FY 2018. a. Record Keeging/Reporting Each school is responsible for maintaining all program-related records for the duration of the grant period (follow your records retention policy thereafter). The documents include, but are not limited to, the following: • Program applications • Training certificates/records • Weekly activity logs 1535 West Jefferson Street,Phoenix, Arizona 85007 (602) 542-4361 www.azed.gov Marana Regul �,Q0_ Zjt Meeting 08/01/2017 Page 96 of 343 • Year-end Reports • Performance Assessments • Operational Plans • School Safety Assessment and Prevention Team (SSAPT) documentation These records may be requested for year-end reporting, renewal applications, annual evaluations, and ADE monitoring visits. b. Joint Applicant All school administrator requirements, such as program monitoring and training attendance, remain intact for those schools that are sharing an officer. C. Cage in Officer If there is a change in officer during the year, please immediately revise your application by completing the Change in Officer Section (questions 8, 9, and 10) on the Program Details page and resubmit your application for approval. Please keep in mind that, per the SSP Guidance Manual, no more than three officers are permitted during the course of the three year grant cycle. d. Vacant Officer Position If a vacant officer position is not filled by November 17, 2017, or if a position is vacant during the school year for more than three months, you must contact ADE immediately. Inability to secure an officer could result in loss of funding. e. Revisions to the FY 2018 Application Any revisions (e.g. change in officer, district administrator, school administrator, and agency supervisor contact information, or reductions in an officer's salary and benefits) you need to make during FY 2018 must be submitted as an application revision in GME. NOTE: It is part of your responsibility to ensure that your application always reflects the most current contact information for all parties. f. Point of Contact for Correspondence from ADE Throughout this funding cycle (FY 2018 through FY 2020) ADE will communicate directly with you as the School Safety Program District/Charter Administrator. It is your responsibility to forward all relevant correspondence to the appropriate parties in your district/charter in a timely fashion. g. School Safety Program Tools and Resources Please visit the SSP website for downloadable tools and resources and alert your SSP team members about availability of same. SECTION 4—TECHNICAL ASSISTANCE AND PROGRAM SUPPORT Technical assistance and program support are available to all program participants. Feel free to contact me at 602-542-7112 or jenn .walker__azed.gov if you have any questions. Our team will also be reaching out to new program participants and/or participants identified as requiring additional support to discuss telephonic and/or on- site technical and program assistance. We are here to support you and your team in successfully implementing and monitoring the School Safety Program. Again, congratulations on your award. The ADE School Safety Team looks forward to working with you and your team and wishes you all a safe and productive school year. Respectfully, ..,7en*W Waa....er Jenny Walker, PhD School Safety Program Administrator School Safety & Prevention, Health & Nutrition Services Division Arizona Department of Education Phone: 602-542-7112; Email: Jenny.Walker(c�a�gov Enclosures: Award Sheet and Appeal Process 1535 West Jefferson Street,Phoenix, Arizona 85007 (602) 542-4361 e www.azed.gov Marana Regul �,Q0_ Zjt Meeting 08/01/2017 Page 97 of 343 'Ad � MARANA AZ ESTABLISHED 1977 Council-Regular Meeting C7 Meeting Date: 08/01/2017 To: Mayor and Council From: Frank Cassidy, Town Attorney Date: August 1, 2017 Strategic Plan Focus Area: Not Applicable Subject: Resolution No. 2017-074: Relating to Public Works; ratifying the Town Engineer's authority to sign an "Easement Amendment and Encroachment Agreement" with El Paso Natural Gas Company to accommodate construction of the new Marana Police Department building; and confirming the authority of the Town Manager and Town Engineer to sign any other documents necessary or beneficial to facilitate the construction of the new Marana Police Department building (Frank Cassidy) Discussion: A portion of the parking lot and landscaping being installed with the new Marana Police Department building will be located on the El Paso Natural Gas Company easement. EPNG and Town staff have negotiated an "Easement Amendment and Encroachment Agreement," to clarify the exact location and extent of the easement and the obligations associated with it, with specific reference to the impending construction of the new Marana Police Department building. The Town Engineer signed the Easement Amendment and Encroachment Agreement, on advice of the Town Attorney, in reliance on general authority granted in Section 5 of Ordinance No. 2015.011 -- the ordinance establishing the temporary half-cent sales tax to pay for the facility. The resolution brought forward for Council consideration tonight is to ratify and confirm the Town Engineer's authority to sign the EPNG agreement and to confirm the Town Manager and Town Engineer's authority to sign future documents and staff s authority to undertake all other actions necessary or beneficial to the construction of the new Marana Police Department building. Staff Recommendation: Marana Regular Council Meeting 08/01/2017 Page 98 of 343 Staff recommends adoption of Resolution No. 2017-074, ratifying and confirming authority to act on the Town's behalf regarding construction of the new Marana Police Department building. Suggested Motion: I move to adopt Resolution No. 2017-074, ratifying and confirming authority to act on the Town's behalf regarding construction of the new Marana Police Department building. Attachments Resolution No. 2017-074 EPNG Agreement Marana Regular Council Meeting 08/01/2017 Page 99 of 343 MARANA RESOLUTION NO. 2017-074 RELATING TO PUBLIC WORKS; RATIFYING THE TOWN ENGINEER'S AUTHORITY TO SIGN AN "EASEMENT AMENDMENT AND ENCROACHMENT AGREEMENT" WITH EL PASO NATURAL GAS COMPANY TO ACCOMMODATE CONSTRUCTION OF THE NEW MARANA POLICE DEPARTMENT BUILDING; AND CONFIRMING THE AUTHORITY OF THE TOWN MANAGER AND TOWN EN GIN EER TO SIGN ANY OTHER DOCUMENTS NECESSARY OR BENEFICIAL TO FACILITATE THE CONSTRUCTION OF THE NEW MARANA POLICE DEPARTMENT BUILDING WHEREAS Town of Marana Ordinance No. 2015.011 adopted a temporary half-cent sales tax for the design and construction of a new Marana. Police Department Building; and WHEREAS El Paso Natural Gas Company has an easement and natural gas pipeline facilities across the Town-owned site where the new Marana. Police Department Building is being constructed; and WHEREAS El Paso Natural Gas Company prepared and delivered to Town staff an "Easement Amendment and Encroachment Agreement" to clarify the scope and obligations relating to the easement and to accommodate construction of the new Marana. Police Department Build ing; and WHEREAS Section 5 of Marana. Ordinance No. 2015.011 authorized and directed the various town officers and employees to perform all acts necessary to give effect to Ordinance the initial one-year term of the Sludge Disposal Services Agreement ends on March 13, 2013; and WHEREAS the Town Engineer signed the "Easement Amendment and Encroachment Agreement" based on the authority granted by Section 5 of Marana Ordinance No. 2015.011; and WHEREAS the Mayor and Council of the Town of Marana find that this resolution ratifying and confirming authority to sign documents necessary or beneficial to facilitate the construction of the new Marana. Police Department building is in the best interests of the Town of Marana and its citizens. NOW, THEREFORE, BE IT RES O LVED BY THE MAYOR AND COUNCIL OF THE TOWN OF MARANA, as follows: SECTION 1. The Town Council hereby ratifies and confirms the Town Engineer's authority to sign the "Easement Amendment and Encroachment Agreement" with El Paso Natural Gas Company in substantially the form provided in the backup materials accompanying this agenda item. SECTION 2. The Town Council hereby confirms the authority of the Town Manager and Town Engineer to sign any other documents necessary or beneficial to facilitate the construction of the new Marana. Police Department building. 00053311.DOCX/1 Marana Resolution No.2017-074 - 1 - 7/20/201712:06 PM Marana Regular Council Meeting 08/01/2017 Page 100 of 343 SECTION 3. This resolution is intended to ratify the Town Council's intent under Section 5 of Marana. Ordinance No. 2015.011 to grant the Town Manager, Town Engineer, and other Town officers and employees general authority to undertake all tasks required or beneficial to the construction of the new Marana. Police Department building. PASSED AND ADOPTED by the Mayor and Council of the Town of Marana, Arizona., this 1 st day of August, 2017. Mayor Ed Honea ATTEST: APPROVED AS TO FORM: Jocelyn C. Bronson, Town Clerk Frank Cassidy, Town Attorney 00053311.DOCX/1 Marana Resolution No.2017-074 - 2 - 7/20/201712:06 PM Marana Regular Council Meeting 08/01/2017 Page 101 of 343 RETURN TO: Kelley Sims,Senior Land Agent EI Paso Natural Gas Company 5151 E.Broadway,Suite 1680 Tucson,AZ 85711 Easement Amendment and Encroachment Agreement STATE OF ARIZONA } COUNTY OF PIMA } THIS AGREEMENT, is made and entered into this day of_. , 20179 by and between the Town of Marana, an Arizona municipal corporation (hereinafter referred to as the "Town"), whose address is 11555 W. Civic Center Drive, Marana, Arizona 85653 and El Paso Natural Gas Company, L.L.C., a Delaware limited liability (hereinafter "EPNG"), with an office at 1001 Louisiana Street, Suite #1471, Houston, Texas, 77002. EPNG and Town are also referred to herein as "the Parties". WHEREAS on October 25, 1933, Lautaro Roca ("original Grantor"), duly executed and delivered to western Gas Company, a Corporation, that certain Right of Way and Easement recorded on November 18, 1933, in Book 51, Page 112 of Miscellaneous Records in the Official Records of Pima County, Arizona (the "Easement"), for the purposes of Constructing, maintaining, and operating one or more pipelines and all necessary appurtenances thereto (the "EPNG Facilities" or the "Pipeline") over and through the following described property in Pima County, Arizona: Portion Section Township Range B & M North 1/2 27 11 South 11 East Gila& Salt River WHEREAS, the Town owns a portion of the north half of Section 27 in Township 11 S and Range 11 E commonly known as Pima County Parcels 217-3 7-0560, 217-3 7-0610, 217-3 7-060A, and the road right of way for west Civic Center Drive (collectively, the "Property") pursuant to the following instruments: (1) Special Warranty Deed recorded on October 5, 2015, at Sequence No. 20152780247; (2) Corporation warranty Deed recorded on July 2, 1999, in Docket 11081, Page 1230; and (3) the Gift Deed recorded on October 10, 2003, in Docket 12154, Page 2189; all in the official Records of Pima County, Arizona; and Town is the successor in interest to the Original Grantor in that portion of the Easement which lies over and through the Property; and WHEREAS the Property is encumbered by the Easement; and WHEREAS EPNG is the successor in interest to western Oras Company in the Easement pursuant to that instrument recorded on July 2, 1936, in Book 190, Page 544 of Deeds in the official Records of Pima County, Arizona; and p. 1 of 5 Marana Regular Council Meeting 08/01/2017 Page 102 of 343 WHEREAS, the Town and EPNG, desire to and have agreed to amend the Easement to more specifically define its location and width over and through the Property; and WHEREAS, the Easement prohibits the Town from uses that hinder, conflict, or interfere with EPNG's easement rights as well as prohibiting the placement of structures upon, under, or across the Easement without EPNG's written consent; and WHEREAS, the Town desires to construct, own, operate, maintain, use, and remove the following items within the Easement, at Town's sole risk and expense and without interfering with the construction operation, and safety of the EPNG Facilities: (a) An asphalt parking lot; (b) Concrete curbing; (c) Concrete sidewalk (per Town's Standard Detail 200 dated 07/02) with Scupper (per Town's Standard Detail 205 dated 07/02), ramps, and handrails; (d) Hand-placed rip rap; (e) Plants, groundcovers, and grasses with shallow root systems and excluding trees, saguaro cacti, and bushes with a mature height of 5' or greater; (f) Decomposed granite walking path with steel edging; (g) Decomposed granite surfacing; (h) Soft 1/2"poly irrigation lateral lines; (i) One 2" irrigation mainline crossing the Pipeline perpendicularly; and Maximum of (5) lighting branch circuits to run at a constant elevation, a minimum of 24" below and perpendicular to the Pipeline. All the above items are individually and collectively referred to herein as the "Encroachments". WHEREAS, EPNG agrees to the Town's construction, installation, and maintenance of the Encroachments, which would otherwise be prohibited by certain provisions of the Easement, subject to Town's agreeing to the terms and conditions set forth below. NOW THEREFORE, for and in consideration of the mutual benefits to the Parties, the receipt and sufficiency of which is hereby acknowledged, it is understood and agreed as follows: 1. Easement/Right of Way Defined. The Town and EPNG do hereby amend the Easement over and through the Property to that 60-foot strip of land being more particularly described and depicted on Exhibit "A" attached hereto and incorporated herein for all purposes (said strip of land also referred to herein as the "ROW"). 2. Locations and Grade. EPNG consents to Town's construction, installation, and maintenance of the Encroachments in the locations depicted on the Town of Marana Public Safety Facility Plans, permitted under Building Permit No. B1703-144 specifically: Site Plan C104, Paving Grading& Drainage Plan C 105, Utility Plan C 106, and Sewer Plan C 107 dated March 17, 2017; Landscape Plan Sheets L2.2 and L2.4, Irrigation Plan Sheet L3.2, and Architectural Site Plan Sheets A011 & A012 dated May 25, 2017; and the Electrical Site Plan Sheets Eo 11 and E012 dated May 26, 2017 (except that the electric line shown on E012 shall be installed completely outside of the ROW rather than as shown) (the "Plans") provided that no additional changes are made to the surface elevation or grade during construction or result from the construction or existence of the Encroachments. p. 2of5 Marana Regular Council Meeting 08/01/2017 Page 103 of 343 3. Permission is Limited. The permission granted herein is limited exclusively to the Encroachments defined above and set out in the Plans, and no other structures of any kind, including but not limited to utilities, poles, pedestals, manholes, drainage improvements, and/or walls shall be constructed within the RDW. Town shall be solely responsible for obtaining all other necessary permits, approvals, or clearances which may be required to construct, operate, and maintain the Encroachments. 4. Construction Requirements. a. Town shall call in an Arizona 811 (formerly BlueStake) request at least forty-eight (48) hours prior to commencing any construction activities, including but not limited to earthwork and heavy equipment travel, within the ROW, and arrange for an EPNG representative to be onsite to monitor such activities, within twenty-five (25) feet of the Pipeline. Town shall comply with all precautionary measures required by EPNG to protect EPNG Facilities and the RDW. b. In the event the Town's activities around the EPNG Facilities require excessive involvement by EPNG Damage Prevention staff for standby and supervision, in accordance with standard EPNG policy, EPNG reserves the right to charge and Town agrees to pay EPNG's Damage Prevention staff s rates as follows: Labor of$700.00 per day; Expenses up to $125.00 per day; and Vehicle Mileage Rate of$0.555 per mile. c. Heavy Equipment is defined as any vehicle in excess of a maximum axle load of 24,040 pounds. Heavy equipment shall only be allowed to cross EPNG Facilities at locations designated by EPNG and subject to weight restrictions as determined by EPNG. d. During the construction, maintenance, or replacement of the Encroachments, the Pipeline must be supported if a 17' segment of the Pipeline, or longer, is exposed. e. No material, fill, or spoil shall be stored or stockpiled over or upon the EPNG Facilities. f. Town shall not reduce the depth of cover on the RDW, or permit such alteration anywhere on, or alter the drainage of the RDW without EPNG's prior written consent, which EPNG may withhold or condition in its sole discretion. Town shall be solely responsible for, and shall bear the expense of repairs attributable to, in EPNG's sole opinion, any loss of subjacent or lateral support to the RDW and/or EPNG Facilities caused by the Encroachments or other Town activity. g. Town shall not plant shrubs with a mature height of 5' or greater, trees, or saguaro cacti within the ROW. 5. Modifications. Town agrees that, once constructed, the Encroachments will not be modified or expanded or enlarged without EPNG's prior written consent. 6. Damages to Encroachments. Town agrees to be solely responsible for any damages that may be caused to the Encroachments by the exercise of EPNG's rights under the Easement. Should EPNG's construction, operation, maintenance, alteration, repair, replacement, removal, addition, or changing the size of any of the EPNG Facilities within the RDW at any time affect, damage, or require the removal of the Encroachments, or any portion thereof, Town agrees to bear all costs to repair or replace the Encroachments, including any costs and expenses associated with the loss of the use of the Encroachments as a result of EPNG's activities. Town agrees to indemnify and hold the EPNG Indemnitees (defined below) harmless from any and all damages to the Encroachments. p. 3 of 5 Marana Regular Council Meeting 08/01/2017 Page 104 of 343 7. Damage to EPNG Facilities. Town shall be solely responsible for the construction, ownership, operation, maintenance, use, and removal of the Encroachments and for all expenses incurred by EPNG and/or damage to EPNG Facilities and/or the ROW as a result, in EPNG's sole opinion, of Town's exercise of its rights under this Agreement. Town shall, upon demand by EPNG, reimburse EPNG fully for any such expense or damage. 8. Prior Rights. Town acknowledges that the EPNG Facilities have a prior and superior right within the ROW. Therefore, any and all future conflicts between the Encroachments and the EPNG Facilities, or any authorized expansions thereof, shall be resolved at the Town's sole expense 9. Relocation and Alterations to Encroachments. If, in EPNG's opinion, the Encroachments require relocation or alteration in any way, EPNG shall notify Town of the necessity for such relocation and/or alteration, using reasonable efforts to minimize the distance of said relocation; and Town shall alter or relocate the Encroachments at Town's sole cost and expense, within thirty (30) days of receipt of said notification. In the event of such alteration or relocation, Town agrees to restore the ROW as nearly as practicable to its original condition. If Town fails to comply with any such request of EPNG to alter or relocate the Encroachments, EPNG shall have the right to alter or relocate the Encroachments at Town's sole risk and expense. 10. Indemnification. Town agrees to indemnify and hold harmless EPNG, its parent, affiliates, agents, employees, contractors, and subcontractors and their respective successors and assigns (individually and collectively, the "EPNG Indemnitees"), from liabilities, damages, losses and costs, including reasonable attorney fees and court costs, but only to the extent caused by negligence, recklessness or intentional wrongful conduct of the Town, its parent, affiliates, agents, employees, contractors or subcontractors, or their respective heirs, successors and assigns. 11. Runs with the Land. The terms and conditions of this Encroachment Agreement shall be binding on the Parties, their heirs, successors and assigns. Town acknowledges that this Encroachment Agreement will be filed in the Pima County Recorder's Office and will create a permanent record of conditions and stipulations that will attach to and run with the Property and the Encroachments. 12. Invalid Provisions. If any part, term, or provision of this Easement Amendment and Encroachment Agreement is, by a court of competent jurisdiction or regulatory authority having jurisdiction over the Property, held to be illegal, void or unenforceable, or to be in conflict with the law of the State of Arizona, the validity of the remaining provisions or portion hereof shall not be affected, and the rights and obligations of the Parties shall be construed and enforced as if this Agreement did not contain the particular part,term, or provision held to be invalid. Remainder of page intentionally left blank. p. 4of5 Marana Regular Council Meeting 08/01/2017 Page 105 of 343 Except as hereby amended, all terms, conditions, and provisions of the Easement are continued in full force and effect. AGREED TO AND ACCEPTED BY: Town of Marana, El Paso Natural Gas Company, L.L.C. an Arizona municipal corporation a Delaware limited liability company '_-- . By: _. By: w 1 Ear i riml name) Floyd C. Robertson f Its: _ o w� i orne Its: Atty n I'act 1 C.► _ ACKNOWLEDGEMENTS STATE OF ARIZONA } COUNTY OF PIMA } _ a This instrument was acknowledged before inc ori the day of 2017, by i ra r�n . the ow r _ "o f the, 'own of Marana, an Arizona co municipal oration, who represented 1� /her-�f'to be a person duly authorized to execute p � real estate documents on behalf of the Town of M rana. Suzanne Sutherland MyExpires: M Commission 1�{ = a Notary Public No t a r tibli c in and for �+ ,Arizona . .+rY` Pima County, 0 �+ -r 11-18 Pima c ui t N. State of Arizona _ h Comm. x o STATE OF COLORADO } } COUNTY OF EL PASO } This instrument was acknowledged before me on the v day of _, 20179 by Floyd C. Robertson, Attorney-In-Fact for El Paso Natural Cas Company, L.L.C., a Delaware limited liability company, who represented himself to be a person duly authorized to execute real estate documents on behalf of El Paso Natural Cas Company, L.L.C. My Commission Expires: Notary Public in and for El Paso County, State of Colorado p. 5of5 Marana Regular Council Meeting 08/01/2017 Page 106 of 343 { } { } f S: Y. I A G R 0 U P4. I' Exhibit Lagar Description Gas Line Easement Job No. 16-124 April 17, 2017 A portion of the northwest orae--quarter of section 27, Township 11 south, large 11 East, Gila and salt Diver Meridian Pima County, Arizona, being a sixty foot vide strip of lard lying 20 feet on the southwesterly side and 40 feet on the northeasterly side of the following described centerline: COMMENCING at the center of said section 27, being a brass cap survey monument t: located at the intersection of Barnett Road and Lon Adams Load, as shown on the Record of survey recorded in sequence No. 20161160032, Records of Plana County, Arizona, from which the north one-quarter corner, being a brass cap survey monument ment located at the intersection of Grier Road and Lori Adams Load, bears N o° 6' " W a distance of 2630.06 feet; THENCE upon the east lire of said northwest one-quarter N o° 6' " W a distance of 4014.62 feet; THENCE s 890 23" 01" W a distance of 30.00 feet to the westerly right-of-army lire of t Lon Adams Road said point being the POINT OF BEGINNING; THENCE N 380 1" " W a distance of931.06 feet to the POINT OF TERMINUS,, said point lying on the south line of that parcel described in Docket et 11674 at page 4152, Records of Pinna County, Arizona. } r x{ The sidelines of said easement shall be lengthened or shortened to meet at adjoining property and right-of-way lines. Containing 1.2541 acres of land, more or less. See attached Exhibit B 49459 { PATRICK MoGARRIT t � A s EPs Group, Inc. • 8710 N. Thornydale Road, suite 140 •Tucson, AZ 85742 Tel o 408-1400 • Fax (520) 408-1403 Marana Regular Council Meeting 08/01/2017 1 of 2 Page 107 of 343 I ' -� -- --�-- -----~----------- -� ���� �- ------ f 1 TOWN OF MARANA ROW 1 =200' � l I i TOWN OF MARANA I DK. 11081, PG. 1230 P.O.T. i MAMA APARTMENTS LTD EPNG LINE 1007 t/ DK. 116741 PG. 4152 10.75"O.D. / ` --L-----------------------, AREA= 1.2541 AC. loe TOWN OF MARANA �' 20' ___-______ MUNICIPAL PROPERTY CORP. i /� / 5 DK. 11186, PG. 1015 i / , 40' I I ;Q1t 143%/ I t I I I //, � // I P.O.B. I TOWN OF MARANA l I SEQ. 20152780427 //� i// 60' -- - -- /00 404.63' k N 00'36'59'W lON ADAMS ROAD _— 2630.06y--- S 89'23'01"W i 30.00' P.O.C. C 1/4 0 200 400 600 N 1/4 SEC. 27 SEC. 27 BCSM BCSM N A PORTION OF THE NW 1/4 OF SEC.27 T-11-S,R-11-E,G.&S.R.M. 8710 N.Thornydale Rd. ,..� PIMA COUNTY,ARIZONA Ste.140 Tucson,AZ 85742 IL EPS T.520AM14W I F.570A05.AW r-1 EXHIBITA -GAS LINE EASEMENT GROUP www.epsgroupinc.com Marana Regular Council Meeting 08/01/2017 SKST81062 60' (18.3 m) MAX. 60' (18.3 m) MAX. 9' (2.7 m) MIN. 14.5' (4.4 m) MAX. 6' (1.8 m) 3' 915 mm MIN. 1/4 (6 mm) DEEP ( ) (TYP.)10.5 (3.2 m) MAX. SCORED JOINTS t EXPANSION JOINT PER PLANS EXPANSION JOINT TOP OF CURB PLAN VIEW 3/16 11 (5 mm) 1/4 11 6 mm 4" (100 mm) (TYP.) 1/4" (6 mm) R. (Typ.) DEEP SCORED JOINTS 1"(25mm)SCORED OR FORMED JOINTS ONLY SAWCUT CONTRACTION JOINT. p ° v ° . a d p a p a Q a d p a p d p: .q p a p QIq a p.a Q a p a //% /jam EXPANSION JOINT W CLASS "B" CONCRETE 1/4" (6 mm) BITUMINOUS JOINT FILLER EXPANSION AND SCORED JOINT DETAIL PER PLANS 3' MIN. VARIES (915 mm) Now 10.5' MAX. (3.2 m) IN 1 o MIN. 2% MAX. 4" MIN. 1� MIN. (100 mm) � 2% MAX. TYPICAL SECTION 4' (1.2 m) MINIMUM SIDEWALK WIDTH. SCORED JOINT SPACING AT 4' (1.2 m) 5' (1.5 m) WHEN EDGE OF SIDEWALK ABUTS BACK FACE OF CURB. SCORED JOINT SPACING AT 5' (1.5 m) 6'(1.8 m) DESIRABLE WITHIN ARTERIAL AND COLLECTOR STREET RIGHTS—OF—WAY. SCORED JOINT SPACING AT 6'(1.8 m) ISSUED: Q o V v ®I STANDARD DETAIL o f P/ DETAIL NO. $ �p q�QO Q� �,9n 10/88 irrrf CONCRETE o w Z 200 REVISED: �, m SIDEWALK qR, oNP g MZW2 Regular Cou cil 1/2 17 8HffT 3j30F 2 40 (12.2 m) MAX. 40' (12.2 m) MAX. IN OPTIONAL PAVING, REFER TO PROJECT PLANS FOR z DIMENSIONS AND PAVM'T cn z MATERIAL IN THIS AREA orLLI w EXPANSION JOINT EXPANSION JOINT TOP OF CURB 1" (25 mm) SCORED OR SAWCUT JOINTS (TYP.) PLAN VIEW DRIVEWAY APRON PER STD. DET. 206 NOTES: 1. EXPANSION JOINTS SHALL BE LOCATED WHERE SIDEWALK ABUTS CONCRETE DRIVEWAYS, CURB OR OTHER ADJACENT STRUCTURES. 2. ONE—HALF INCH (13 mm) BITUMINOUS JOINT FILLER SHALL BE INSTALLED AT EXPANSION JOINT LOCATIONS AND SHALL EXTEND THE FULL DEPTH OF THE CONCRETE. 3. ONE—INCH (25 mm) DEEP CONTRACTION JOINTS SHALL BE PLACED AT INTERVALS OF APPROXIMATELY 15 FEET OR AT A SPACING THAT MATCHES THE ADJACENT CURB. 4. FORMED CONTRACTION JOINTS SHALL BE FINISHED WITH A TOOL HAVING A 1/4" INCH (6 mm) RADIUS. 5. SCORED JOINTS SHALL BE 1/4 1$ (6 mm) DEEP AND PLACED AT THE SPACING INDICATED FOR THE WIDTH OF SIDEWALK OR MATCH SCORED JOINTS OF ADJACENT CURB. 6. CONCRETE SHALL BE FINISHED BY MEANS OF A FLOAT, STEEL TROWELLED AND BROOMED WITH A FINE BRUSH IN A TRANSVERSE DIRECTION. ISSUED Q o T v ®I STANDARD DETAIL of P, DETAIL NO. 'Z �,q N 10/88 �/ ff fir Q �P �� Go CONCRETE �� w Z 200 REVISED: �, � N D`� SIDEWALK qR, 0NP MZr Regular Cour cil 1/2 17SHEET3kOF 2 N BARRICADE RAILING PER 318" (10 mm) FLATHEAD STAINLESS STD. DET. 105 STEEL CAP SCREW COUNTERSINK (8 EACH MIN. PER SIDE) R R wn - E (1 50 I`T1r4r1 ,w "— EXPANSION (455 , JOINT _L_L_L,L-L-L� A .��L .LL_L_L E E m � E �� CL C m C1 L i� m CURB � ' _LLL L_L_��_ -EXPANSION o_Lr L_I L_L_)1. _r JOINT r DEPRESSED CURB CARRY PLATE TO TOP STEEL DIAMOND FRONT FACE OF CURB PLATE ASTM A-36 PLAN VIEW MEDS ................... STANDARD DETAIL p DETAIL NO. 1olss ; SIDEWALK SCUPPERTYPE � �i7/02 205 11911194981> 4 mSHEET 1 OF 3 Marana Regular Council Meeting 08/01/2017 Page 111 of 343 'A' CLASS "B" CONCRETE 2176" (760 rnm) ,— STEEL DIAMOND PLATE (MAXIMUM) ASTM A-36. SEE NOTE 3 E EXPANSION JOINT - �������� E (TYP. EACH END) 4 E CNN � gyp-- �•,,�;_ 100 mm) EXPANSION ,•� .�, �. JOINT 10 C (100 mm) (255 mm) r�,� 'B' (SEE NOTE �� (100 mm) - SECTION (100 mm) e � 3/8" (10 mm) 'FLATHEAD STAINLESS STEEL CAPSCREW (3 mm) COUNTERSUNK (6 EACH SIDE MINIMUM) - �, ..._ _; ___ �k• _� �, At + ■ . L 2 X 2 X 1/4" (50 mmX50mmX6mm) •' ,, i TYP. BOTH SIDES t 3/16" +- - (5 m m) #4 (No. 13) R EBAR, f 4"(100 mm)LONG J' 3 EACH SIDE MINIMUM DETAIL NOTES: ` J. } INDICATES DIRECTION OF FLOW. 2. DIMENSION 'B' EQUALS 'A'+1'(305 mm). 3. STEEL DIAMOND PLATE SHALL BE GIVEN ONE SHOP COAT OF PAINT NO.1 PER STD. SPEC. SECTION 1002. EXPOSED METAL SHALL BE PAINTED WITH TWO COATS OF SSPC PAINT NO. 5 PER STD. SPEC. SECTION 1002. 4. H EQUALS CURB FACE HEIGHT. 5. FOR CURB AND GUTTER, USE 2' (610 mm) TRANSITIONS TO VERTICAL CURB. 6. FOR MULTIPLE SCUPPERS PROVIDE 4"(100 mm) BETWEEN ADJACENT PANELS OF STEEL DIAMOND PLATE. INTERMEDIATE POSTS FOR BARRICADE RAILINGS SHALL BE PLACED MIDWAY IN 4"(100 mm) AREA BETWEEN ADJACENT PANELS. 7. STEEL DIAMOND PLATE SHALL BE DELIVERED AS ONE PIECE, CONFORMING TO THE REQUIRED SCUPPER DIMENSIONS. PLATES SHALL NOT BE SPLICED. kWUEDD STANDARD DETAIL 1 P DETAIL NO. s 10188 �r, g SIDEWALK REWRE0 205 IJI� SCUPPER TYPE 2 7/02 - .�W SHEET 2 OF 3 Marana Regular Council Meeting 08/01/2017 Page 112 of 343 1 1 VARIES o STEEL DIAMOND PLATE GUTTER ITL LO r T. SLOPE PER STD. DETAIL 200 OR PLANS PAVM'T SURFACE . FLOW H 4 e IP F L 4" (100 mm) CLASS "B" CONCRETE PROVIDE A MIN. 1" 25 mm 114 (6 mm) R.---/" LIP BETWEEN FLOW LINE OF SCUPPER FOUNDATION SHALL CONFORM TO SCUPPER AND PAVEMENT STANDARD CURB CROSS SECTION BELOW PAVEMENT SURFACE SECTION „H" DIMENSION TO BE NOTED ON PLANS OR ESTABLISHED IN THE FIELD ISSVED STANDARD DETAIL DETAIL NO. 10/88 It 1,1:1 205 7/02 � SCUPPER TYPE � SHEET 3 OE 3:] Marana Regular Council Meeting 08/01/2017 Page 113 of 343 1 2 3 - yR. 53192 St'' KEYNOTES. ErvNOPw \ 1 x P205 2-CELL 0 a ASPHALTIC CONCRETE PAVEMENT(3'AC OVER 6"AS)Wf s SLURRY SEAL COAT PER PAG STD SPEC 404 FpRYeoVq 3 s? \ '�� ❑2 ASPHALTIC CONCRETE PAVEMENT 4"AC OVER 6"AB W/ 464 S s oa, 40 0 40 80 ` w!w 0 ( ) J Tempe AZ,85281 Suite 101 l 3 SLURRY SEAL COAT PER PAG STD SPEC 404 — T 480.894,1131 SCALE FEET @:a.... ❑3 HAND PLACED RIP RAP D-6"THK=2*Dm F 480,84.4638 HORIZONTAL:I"=40' 4 EXISTING DRY WELL www.a hitekon.om P205 2-CELL �8 HANDICAPPED SYMBOL PAINTED ON PAVEMENT 10 s❑HANDICAP PARKING SIGN ON POST Y C \ 0 SLURRY SEAL COAT PER PAG STD SPEC 404 W Pzoo ®VAN ACCESSIBLE PARKING SPACE WITH 5'WIDE AISLE uj _ P1o5 0 STANDARD ACCESSIBLE PARKING SPACE y' 0 NEW DRY WELL PER DETAIL SHEET C102,3 HANDRAIL PER PAG SO 105 t i 5'CONCRETE SIDEWALK PER PAG SD 200 V f 1 CEL � P2oo SIDEWALK SCUPPER,TYPE 2 PER PAG SD 205 lz z00 60 EASEMENT Z 205.5 SIDEWALK SCUPPER,TYPE 3 PER PAG SD 205.5 J ry z t, 200 q P209 CONCRETE VERTICAL CURB,TYPE 2 PER PAG SD 209 -` P2t3 DEPRESSED CURB OPENING PER PAG SD 21 } - � DEPR E 3 CURB ACCESS RAMP PER MARANA SD 600 . \190 f SETBACK _ f TOWN OF MARANA P200 12 FT 'TYPE 205 1703—)4 BUILDING PERMIT All 1 \4 s4Q d i R8 600 'TYPE 2 E q.. O X, / R10 soln LL Z�Ab�PROPOSED/- / R10L NOTE: z k / CONTRACTOR SHALL CALL IN AN ARIZONA 811 - - - f i FORMERLY BLUESTA REQUEST AT LEAST 48 HOURS MARANA POLICE z ( PRIOR TO ANY CONSTRUCTION ACTIVITY WITHIN 25'OF V DEPARTMENT z D T FACILITY t8' 24 t 0 18 24 18 THE EPNG PIPELINE AND ARRANGE FOR A COMPANY J t / STANDBY. B �ARIIIJllp% ..... / 44,043 SF 18 to P2os 2001 B D f ' E 2 4 z a. LLJ R4 Msoo - u F t26 T "w. 2Iz oo R4 R6TYPE a ouu .2 7 m t 5 R3 ', Q m / s A, a J i'... 19 20 i 8 5a4 z� 9Z 4 1 4 r' 14 RS t R6 7 9 TYP. {2 ?' EXISTING A KING.' .. :.... I O -2 — —18` _ TO REMAINLL 5 17 P209.1 — � 9.85214 r_ � I _..n {{ Pc 4 I-. 17 W.. 18.:.... { 1, PLAN .FROVAL ES GMP ION \ L TE 18 P209 c r 24 r 24 9 TYP. 5 t 4 1 �- A DESCRIPTION REVISIONS o. a R8 R5 7 IRED 7 2 7 10 M�,, Pe I b w. I - t R15 .I } f 18 x 34xat,w, t t 8 FEMA ZONE AO ^n,.nn. etsr 101. 9 FEMA ZONE X'. 18 18, P208 I 2 y Q71o f R25 24 EXISTING PARKtN 9 TYP. R30 R30 24 1 7 TO REMAIN 847.5 /,P2o9 $ a t8 10 8I A R47.5 9 70 I v `, Y" _ E o m R98 0 '' _ `I 3 � h F¢ v 3001 o SETBACK o H o 3 4 c CD 03117117 Am rr� _ BARNETT ROAD Yh ER SITE PLAN (PUBLIC) 3 w 6 4_ 2 __j V Vft 1 Manna Regular Coeeol M-Wg 0 810 112 011 Page 114 of 343 p = - 3 - 4 l _ ..,#`fir t Q�e eg. 41 C 7 L KEYNOTES: GEBENNE L 2 GELL ASPHALTIC CONCRETE PAVEMENT(3"AC OVER 6"AB)Wf 205 10 i SLURRY SEAL COAT PER PAG STD SPEC 404 F+p 2°SAo3 3n �t m= r.{ �❑2 ASPHALTC CONCRETE PAVEMENT(4"AC OVER 6°AB)W/ 40 0 40 80 4648 Farmer Ave,sRae1oa SCALE ET - \ y,_ �FL=��0.30 70 7 Z Tempe AZ,85289 x a SLURRY SEAL COAT PERS PAG TD SPEC 404 T 411.111.4111 HORIZONTAL 1'=40' -. 1 1 ` "n a HAND PLACED RIP R APD�n=6"THK=2*Dso CONTOUR INTERVAL 1' 460. F 894.4638 EXISTING DRY WELLwww.arcnite on.com • N N FG-92 00 • E�]HANDICAPPED SYMBOL PAINTED ON PAVEMENT w� 5.2 CELL 205 HANDICAP PARKING SIGN ON POST - k ❑7 SLURRY SEAL COAT PER PAG STD SPEC 404 C W ' L 11.13 F-8 VAN ACCESSIBLE PARKING SPACE NTH 5'WIDE AISLE ❑STANDARD ACCESSIBLE PARKING SPACE n NEW DRY WELL PER DETAIL SHEET 0102.3 9 i - C=92A5 -. _..- -.__ C=92.49 i0 Q Pt05 HANDRAIL PER PAG SO 105 ,67 Cj P20o 5'CONCRETE SIDEWALK PER PAG SO 200 �w - . m CELL P205 4 P205 SIDEWALK SCUPPER,TYPE 2 PER PAG SD 205 fli. C-92.a5K ,.f - 4 2115 SIDEWALK SCUPPER,TYPE 3 PER PAC SD 205.5 ,wf / "i Fc=92.77 .: G=11.15 F-11'45„. Z P209 CONCRETE VERTICAL CURB,TYPE 2 PER PAG SO 209 f'f - 10 a P213 DEPRESSED CURB OPENING PER PAG SO 213 C 92.44 0 ' C 91.82 raso0 CURB ACCESS RAMP PER MARANA SD 600 60'GAS EASEMENT f zi � N, f ' ' G 9 .E0 91.61 jj FFE=1994.1 { c-s 43 C=9 6 TOWN OF MARANA �.... ?�. .... w •.:.. 3.3P 93.17'1'' P=92.00 :. C 9 ^ .. 1703-144 EG 92.69" .. , BUILDING PERMIT C-92.94'. & ,,,•,a, P=4.10 C-s•� e,� -0593.44 2 - W C=93 01 -P=94.10 t P=92.92 ,f 0-92.8894.FEMA P=9U. P 93.36 A hZAff�ZOArpMp-E X -P _` .. � �.• `y'g"s EG=3,03 -� ____ 2 AO P=92.76 P=9374 PROPOSES._'` P 92.93 k' NOTE' '` .. .', C=93.18 • .._ _.. 'm. ,W�s �'� F=93.01 • MARANA POLICE ~ P=93.5= P=93'76 P=93.A CONTRACTOR SHALL CALL IN AN ARIZONA 811 (� EG=93.27 pEpARTMENT ~ P=13.31 P=93.43' x {FORMERLY BLUESTAKE)REQUEST AT LEAST 48 HOURS ' - FACILITY o Z PRIOR TO ANY CONSTRUCTION ACTIVITY WITHIN 25'OF orca THE EPNG B FFE=1994.1 P=�s t g STANDBY. AND ARRANGE FOR A COMPANY B �.r =94.64 ; 93.14`�, .f' 1- f P=9410 P=3.80 �P=9 1 p.. 'K x- 2 P=94.3 f'=94.7 z w .. r x¢ =3.01 ._ - ...__ ..-- ....,.. 1`e�, 2 P=94.47.49 2 EG 9 � 7 P 93.91 l _ P-94.14 93.70 r P=93.8 =94.88 P=95.09 0 a P=9478 P IL" U. P-9 7 k P-95.32 tZ U � II v -EG-= 0 12.11 _ 2 �� a �w r. NFI _.> x 1 ' ;,•�_�< .: ,i j ( P-11, 92.8 I N -y } o EG=92 42 92.38 1 P=9.36 t 'S �m I-u. F EG=92.jj 72.: P 92.39 C ' fi Es 6N DATE TE ,.., r ,., u • ....._ r.....,Y.,- ,-�.._ .x PL.N ,;OVAL GMP DESCRIPTION Xf1.63'.' r 2 1 1 FEMA-ZONE AO.. 9 49 P=91.96, FEMA ZONE X _ 4 :.�. =9076\,- - _.,.•w.� _ N EG 9147- .EE t r s r „4 P=90.62 Y\ -97.68 213 283 EG=91.12 FT 7-T _ u o A' P-91.15 P=92.01 ' - {' c c-=A s � 3 I � 3 �F C9 CD 03117117 ca MARANA A >� PAVING,GRADING, __.... .�n_......, .. ........._._ _. _ DRAINAGE _.. . __-,_ BARNET IRMO__.._._. y PLAN wArea PUBLIC 5' 4, t ) 3 2,. 1 �l 05 Manna Regular Coeeol M-Wg 0 810 112 011 Page 115 of 343 (� 1 2 \ V 4 5 ¢f ea EoyJ. 53192 " \„ h g2ECOKY PAUL= .:R SENNETTv �a\` i?eOMA 40 0 40 SO �0.",i..� l �.✓ i.' s 03, X / a SCALE FEET 464 S rm Faer Ave_Suite 101 HORIZONTAL 1"=40' / c / a Z Tempe AZ,85281 CONTOUR INTERVAL:I' h/ \ \ \ --R- }� T 480.894A887 P 480.9Ba.4836 IN carohitekionoom s WATER MAIN , w X I G c c W „.CA LNEH� V PRESSURE i F t; r 60'GAS EASEMENT V �- TOWN OF MARANA 0 81 3 \ 20' :.., / e w EXISTING 12 WATER l Y � t _ 44 NEW 2 WAY NEW SEWER MH TOP-82.43., ; SEWER CLEANOUT) NEW SEWER SEE SHEEP C107 7 d 1 NEW 8°SEWERSEE / a NV.=85.08 C107SHEEf Vis. BUILDING PERMIT Ih1V-84.04 �SEPARAATI =1.61'„ I t; T \ 15 PUBLIC t« EXISTING 6"SDR 351 PVC` 6, WATER EASEMENT' NE 2 WA SEE SHEEP EXISTING TRANSFORMER SEWER CLEANOUT 107 ~j BE REMOVED BY HERS / STORM DRAIN INV.=87.52 TO tii f INV.=85.22 \ 1 l SEWER TOP-83.95 ll??,, f- SEPARATION=3.57'\l' .,I ti i-8 X45'VERTICAL BEND y^ / s' CONNECT TO EXISTIN NV.=85.16 a"� -- - - - - -- - -- ----- lk-J HOPE SEWER MANHOLE f STORMDRAIN PROPOSED �� I 1 8"X45'VERTICAL BEND I NV BONDNE$90N1=85.17 EXISTING a NV.=88.80 �.. WATER MAIN MARANA POLICE N W TRANSFORMER' N F D FACILITY T CLEANOUT BY OTHERS \ 60'GAS EASEMENT ' SD TOP 776 RT NEW 8"DIP EIRE LL W PER LINE STORMDRA I R.INV.87.066 R SD-0 Q „.. / 14.9', ( \ _ _ INV.@ BLDG-91.93 SEPARATION= (� � - INV 0 CONNECTION=84.98 - I- i 1 W �1 iNEW 8"X12' V / I ENC \ TAP�INN SLE El _8.4 - - r =` D SDRTOPV8704 ' UTILITY TRENCH = SEE DETAIL-RIGHT 251 LF / a, \ I A m STORM DRAIN I °' 19+4.70 ARATION-1.36' I B B _ ('. CE S [- 0 c� 70.5', -- --- NEWCL WTH 2"METERER_ - STORM DRAIN I - -� �,^ STORMDRAIN 0 SEWER ( „-s✓ . 3"BACK-FLOW PREVENTER ( Q z f INV.@ BLDG-88.77 a„ T I w r 9 `-----'---_ -- 1_i-4°X46'VERTICAL BEND--_-� � � NV CONNECT ON=84.58 i �7 - NV 89 04 19+3471 2.QO'RL EXISTIN C EANOUT 09 99 9 99 ti 1-4°X45'VERTICAL BEND / J EI"TNGAE rG / INV:85.40 \\ / f HYDRANT DETAIL o r 1 SCALE a , i { \\ r I r a M — No ER.LI�E FOR AUTO FILL STATION r i t � i s„_ �.........._,..;. :.-�,._.� _i -- #DESCRIPTION DATE i , d t i I VAL GMP i c i w - - EVISION ; R s r ` un .gya CONTRACTOR SHALL CALL IN AN ARIZONA 811 om E s a° -' (FORMERLY BLUESTAKE)REQUEST AT LEAST 48 HOURS PRIOR TO ANY CONSTRUCTION ACTIVITY WITHIN 25'OF a .1 THE EPNG PIPELINE AND ARRANGE FOR A COMPANY STANDBY P a I = A / -O / @ N A G� - v x. t.� BARNETTROAD._.-.__. ___ _._....._ _.. ._. _,.,�....___------ -------- ._ !I A __ V _.--___.,_: _ _ __ (PUBLIC) cz CD 08117117 — - \ W MARANA AZ MARANA A _. wrreR. II UTILITY PLAN 5 4 3 2 1 0106 Manna Regular...I M-tt.g 0810112011 111✓✓✓Page 116 of 343 ° 4_ 3 5 i` V j •,�f $GREf�RY PAUL�' s .a M 80 GAS EASEMENT If Te Tempe 30 281 Suite 101 20 40 SCALE FEETT 460.&94.4637 HORIZONTAL I"=20' 0F 480.894.4838 / CONTOUR INTERVAL:I' www.architekkon-com 11+14.0 EX MH13 301 SEWER INV.=84.04 0' 90+x.00,0.00 404 12+24.51 NEW MH 1 e5b EXIST 12"WATER LINE 401 205 2i2 214 C RIM=199255"1., NEW 4"BCS 13+63.75,0.00 C Lu -.,, TOP=82.43 i5. „� a < RIM=1993.50. ,\ 10 "SEPARATON=1.61' 11+00 k00G. d9'90'E 13+00 a Ix _ ° °� ' TT 10+9.71 '_ s� 4 N a NEW 4,"BCS-,, z05 NEW FLAT TOP MANHOLE PER S.D.RWRD 205 i 404 2i2 NEW CONCRETE COLLAR PER S.D.RWRD 212 EXISTING fi"SDR 35 PVC `` 71+23.83 SEWER UNE STORM DRAIN INV-8752 8 SD INV.=85.91 j 214 NEW 24"WATERTIGHT MANHOLE FRAME AND COYER PER S.D. SEWER TOP=83.95'', SEW TOP=84.80 SEPARATION-3.57' r" / / _ RWRD 214 SEPARATION=1.11 CONNECT TO EXISTING MANHOLE BASE PER S.D.RWRD 301 i s / / f / n 7� f � � 401 HOUSE CONNECTION SEWER PER S.D.RWRD 401 404 NEW TWO WAY CLEAN-OUT PER DETAIL H SHEET C1023 SEWER LINEAl 14+26.73,0.00 301 C, t NOTE: CONTRACTOR SHALL CALL IN AN ARIZONA 811 (FORMERLY BLUESTAKE)REQUEST AT LEAST 48 HOURS PRIOR TO ANY CONSTRUCTION ACTIVITY WITHIN 25'OF THE EPNG PIPELINE AND ARRANGE FOR A COMPANY W TL. - G STANDBY. to TOWN OF MARANA U I 1703-144 :3 m BUILDING PERMIT B IL z zUi a U J U. a OPO ED GRADE! <a '� C CE OF SEWER -�� Z J U 3 � o � ( EXISTING GRADE v �� -�--`- O Q �0 CE OF SEWER -) 1"=I.J. r- r g _ 7__ 14+28 205 212 214 EX #7 pLfi:ar^S to?RQVAL -__ = 3+63.75,0.00' 14+ 73,0.00 .'G713 f #DESCRIPTIONGMP , DATE 10 A0,0__-0_0__ .00 M=1993.50 RIM=1 3.88 �- A REYISI P ' 8"I N=1986.48 2 RIM=1 9255 INV S=1986.1 8'IN SE=1986.91 'INV W=1985 9` 8'I E=1983.16 8'IN W=1986.79 $"1141'N=1983.1 6 n•sr 1990 11+23.8 11+23.8 ^^^I 1990 EXISTING 24"SRP STORM RAIN p 10+15.71 (9VATE 64.96 LFl� "'E �. 80.96 IF Q!0%} EXISTING 6"S R 35 PVC 1 { fl STORM DRAIN INV.=87.52 S6 INV.=85.91 B' 3.5�' SEWER TOP=B 95 ^_ SEW TOP_84.80 --^-- p�YA(E 228 - 2.Q p169A 1F (s . A a LF o7 7zj 1.11' ry 4``A pmVAtE 905.71 LF O 0� ! >m a c {to3.71 i 12+24,51 12+42.07 STA:1 1+315 5 v m z 0 N 1.61 NEW 4" NEW 4° Y} END DAY BCS BCS n= STA:11 05.50E m INV.-85.08 INV.=85.22 i BE D.I.P.I € C007 ALSEWER INV.84.04 EXIST 12" ATER LINE ! CD 03117117 CA TOP=82.43. 1980 9+50 10+00 11+00 12+00 13+00 14+00 14+50 1980 - � SEWER PLAN 5 4 3 2 1 0107 Manna Regular CounoI Meefiag 08/01/2017 Page 117 of 343 8 LAN asc I � P T SCHEDULE It BYM. BOTANICAL NAME COMMON NAME SIZE QTY. '1' iI \��,{_ ",-- •, T - ,.a; - TREES w d ROF#.RT.cmi 1i — Ah fv Chilopsis linearis Desert Willow 24"BOX 18 "a _ - - - - - 12 { t r I Olneya tesota Ironwood 24"BOX 16 X'rKes a I X11 464 S Farmer Ave.:Suite 109 z Temp6 A2.85281 �.. Prosopis Iandulosa Thornless Texas � • n + --- k BO 17 - 17 �_41X�}- 1 - --- Mavercg Honey Mesquite Taso.894.4sa8 -_.--- 1; - F 480894.4838 24" __'_ --__ - 1 + X 2 - i Prosopis x°Phoenix" Thornless Mesquite 24"BO 92 ar°n"M18oncom a_ l Fraxinu u tax an-Tex Ash 0 Q§ ON I. ��:�E ` i s vel tina"Fan F 24"BOX 8 � �P `f �. Existing Tree to remain 2 r { / 418 N°tth Tonle Avenue. ar MIT OF WORK \ TOcsa,Az as7g1 "";.. l .�"7} y, `.,• i I + _ P 520.622.9665\ `. I °j ( SHRUBS = F$20.622.8316 y c--.;c}g `, I' j j f m4w.rs9Ms8eslgn•com 11 Calliandra californica Baja Fairyduster 5 GAL 72 p g Eremophila maculata Valentine Emu Bush 5 GAL 8 V _ r- �, 'i 1 "Valentine"( N % I ` +. i t i 2 4 ''I Euphorbia r gens Gopher Plant 5 GAL 38 j '�'. gi!; 0 Larrea tridentata Creosote Bush 5 GAL 6 , d , 'l �( r , , , i _ r" Leuco h Ilum Ian maniae Rio Bravo Sage 5 GAL 23 j (D Ruellia brittonia Purple Showers 5 GAL 49 r C 0- , 7 i a, _ I � { I � Russell isetiformis Firecracker Bush 5 GAL 27 1 4 I ; „� CACTI AND SUCCULENTS It + I l o Agave parryi v.truncata Artichoke Agave 5 GAL 120 2 1 f t OHesperaloe funifera Giant Hesperaloe 5 GAL 2 51 i �.� Y v Das erlon uadran ulatum Toothless desert spoon 5 GAL 119 }� q 9 f / '! Euphorbia antisyphilitica Candelilla 5 GAL 69 -7--�,•,.,•,•,`,`, ���I - Fouquieria splendens Ocotillo-Seed Grown 5 GAL 16 (¢J W_. r ® Hesperaloe parviflora"Perpa" Crimson Yucca 5 GAL 13g LL "} d' LL r i (� Opuntia Santa Rita Purple Prickly Pear 5 GAL 1107 1 LIMIT OF WORKz Pedilanthus macrocarpa Lady Slipper 5 GAL 8 fC?— .1 '.._� � .� � VINES � -_,. 51 1�y' � tt p 13 L �_ !` i I Macfadenya unguis-Cali Catclaw Vine 5 GAL 91 GROUNDCOVERS J a Dalea capitata Gold Dalea 1 GAL 135 + (� Dalea greggii Trailing Dalea 1 GAL 115 Ti N Verbena Sandpaper Verbena 1 GAL 109 2 ( GRASSES Q w s' ®pp I Muhlenber is ca illaris R al Mist 5 GAL 109 Z g Q 14 XISTING 9 P 69 F �� Muhlenber is ri ens Deer rass 5 GAL 107 16 Q GAS LINE I f g g g a u \ -Jx ;` i I Sod Turf-Tifwa 419 Bermuda Grass 26,773 SF o v BOULDERS 2 a °> 4'x4'x4' 15 LL v a• ® 't 0 Color to be Apache Brown or approved equal. �! az 2'x2'x2' 24 ®E... a 2 I Contact Kalamazoo Materials � s 14 — _a5 _ MARANA 18"x18"x18" 15 ¢U a ( ` INERT GROUNDCOVERS J N t '�U a a SYM. MATERIAL 4 4 QTY, o 732 SF o ° 16 r �'_ i µ` { I 1 Synthetic Turf UILOjMGPERMIT F'IJ. D F- ,-� 1$ \ ) Mexican Beach Pebble 1,290 SF ar 7t: Size:1"-2"Color:Black Non-polished. Dr%%111 T..=*r_a+,_ t. MP Revision 05/2512017 Decomposed Granite Path 6,766 SF - ' I Size:174"Minus,Color:Coronado Brown,see Det x Sht x Decomposed Granite Surfacing o ®�;, Q\ ■ t 96,195 SF PUk Cir' ^xAL Size:1"Screened,Color:Cactus Gold,Depth:2" EDI Decomposed Granite Surfacing 10,480 SF + Size:3/8"Screened,Color:Coronado Brown,Depth:2" - EDULE ., __ „ ,.�- _� - -_ E�MENISIELPLANH R,SEE DTL 8BHT 4.2 7 d.s 7 1.Y.` I ( ARCHITECTURE,TYP. Jam• I S'�:.t TYP. 11 BENCH BY AR MATCH SHEET L2.4 Q 0 ro 20 40 t V t STEEL EDGING,SEE DTL 6 BHT L4.2,TYP. 12 PICNIC TABLE BY ARCHITECTURE,TYP. NOTE: Q 6"HEADER CURB,DTL 4,SHT.114.2,TYP. 13 SEATWALL BY ARCHITECTURE:TYP. CONTRACTOR SHALL CALL IN AN ARIZONA 811{FORMERLY BLUESTAKE}REQUEST AT LEAST 48 HOURS PRIOR TO ANY CONSTRUCTION ACTIVITY WITHIN 25'OF THE EPNG PIPELINE AND ARRANGE FOR A COMPANY STANDBY. SAW CUT EX.CONCRETE TO EXTEND PLANTER14 NEW SIDEWALK BY ARCHITECTURE,TYP. NORTH SCALE:1"=20'0" (�SYNTHETIC TURF BY GRASSTEX,SEE DTL 7,SHT 15 PLAZA SURFACE BY ARCHITECTURE /L4.2 TRASH RECEPTACLE,TYP. 16 PLANTER BY ARCHITECTURE,TYP. EXISTING PAVERS TO REMAIN,TYP. 17 CONCRETE PAD BY CIVIL,TYP. Permit Submittal 3117117 J� EXISTING SIDEWALK TO REMAIN,TYP. 1$ CONCRETE PAD BY ARCHITECTURE,TYP. /�5/2512017 �J EX.BENCH TO REMAIN,TYP. 19 RAMP AND HANDRAIL BY CIVIL,TYP. LANDSCAPE PLAN 10 EX PEDESTRIAN LIGHT TO REMAIN,TYP. 20 WRESTLING MAT PROVIDED BY OTHERS L2.2 Menne Regular Co...Meeting 08/01/2017 Peg.118 of 343 ,.,,. / , ....:_ .v<._ :r.`.. !.•.fit. ANT SCHEDULE `�" - t•-- - BOTANICAL NAME COMMON NAME SIZE QTY. �r, t%o -: MATCH SHEET 122 �. . -. PsREES s �s ���� ° `��f I TREES dA ROBERT.n o�,� �.a^a` "fir. ,� ••�;.�r.�.: �..� z "CINSK Chilopsis linearis Desert Willow 24"BOX 18 } I Olneyatesota Ironwood 24'BOX 16 f NES 31�I1$ I0 464.Far—Ave,euda 101 .'�A ® i4 '�..,� 1 Z Tempe ar 86281 Prosopis glandulosa Thornless Texas 24^BOX 17 SCUPPER ( "Maverick" Honey Mesquite 0 T 41111114111 F 480.194A638 PER CIVIL 2 cg w.rw arch takton com — a Prosopis x"Phoenix" Thornless Mesquite 24"BO 92 1 k }f Fraxinus velutina"Fan-tex" Fan-Tex Ash 24"BOX 8 .. r _ +m{.asopn2raara"a waFcrmmcc, a. � I W Is Tree to remain 2 Toole North ting T &Tucsan,AZa5701 / P52062295ss SHRUBS 3: FszOszZ.asts Calliandra californica Baja Fairycluster 5 GAL 2 h i Eremophila maculata Valentine Emu Bush 5 GAL 8 U , / I "Valentine" - 9 Euphorbla rigens Gopher Plant 5 GAL 38 �� l F'pM°arbopa W"nq;iBp2)18}1f.9 Larrea tndentata Creosote Bush 5 GAL 6 S ENLA EMEN Leucophyllum langmaniae Rio Bravo Sage 5 GAL 23 i HISS T 1 (p Ruellia brttonia Purple Showers 5 GAL 49 8 - �t Russelia equisetiformis Firecracker Bust 5 GAL 27 CACTI AND SUCCULENTS i 4 I AX Agave parryi v,truncata Artichoke Agave 5 GAL 12051 0— Hesperaloe funifera Giant Hesperaloe 5 GAL g Dasylerion quadrangulatum Toothless desert spoon 5 GAL 11g { 6 / 92 Euphorbia antisyphilitica Cande[7Ia 5 GAL 69 Fouquieria splendens Ocotillo-Seed Grown 5 GAL 18 ' G i�;a ' MIT OF WORK ® Hesperaloe parvitlora"Perpa° Crimson Yucca 5 GAL 138 W 1 5l QOpuntia Santa Rita Purple Prickly Pear 5 GAL 107 ti' Cl? ' \ { Pedilanthus macroca pa Lady Slippor SGAL 251 Q If ( (� - __. %1 '� 8 ti �,� �•' I VINES Uj ® A' ;-- ® ® Macfadenya unguis-cati Catclaw Vine 5 GAL 91 GROUNDCOVERS J --- -_--_ Q� Dale.capitata Gold Dalea 1 GAL 135 m V _ 20 Dalea greggii Trailing Dalea 1 GAL 115 a ® Verbena rigida Sandpaper Verbena 1GAL 109 GRASSES 2 Q z >' UI �1 Muhlenbergia capillaris Regal Mist 5 GAL 109 Z - Q F_ Muhlenbergia agens Deergrass SGAL 107 a I � Sod Turf-Tifway 419 Bermuda Grass 26,773 SF uu y � i 1 t� o +, ( o Color to be Apache Brown or approved equal. 4'x4'x4 2 15 O m -.; _i _---_ — ---: --; - 4--- y Contact Kalamazoo Materials 2'x2'x2' 24 ULD VhI Z J � + cf)w INERT GROUNDCOVERS 3 q d 03 SYM, MATERIAL QTY. - - _ u , � ..� •, { � Synthetic Turf 732 SF Va, DING PERV °r g l As _ �p Mexican Beach Pebble 1,290 SF - � _ _ \ —1 ® Size:1"2"Color:Black Non-polished. =scx..X'N DAM7 Decomposed Granite Path �MP Revision 0512512017 6,766 SF 8 ( Size:114"Minus,Color:Coronado Brown,see Det x Sht x k ---------------- t ® 11 k {� Decomposed Granite Surfacing 96,195 SF Size:1"Screened,Color:Cactus Gold,Depth:2" -.—rrn„——a •. :, —.. -— .:•. Amy,,. — a� � •�, .� , y r ----- --- " ' � Decomposed Granite Surfacing -MATCH SHEET L2.5 ;-_- Size:3l8"Screened,Color:Coronado Brown,Depth;2" 0 SF 0 f0 20 40 SITE AMENITIES SCHEDULE_ CORTEN STEEL PLANTER,SEE DTL 8 BHT 4.2, ( NOTES: TYP 11 BENCH BY ARCHITECTURE,TYP. 1.PROTECT IN PLACE EXISTING VEGETATION WHERE POSSIBLE,TYP. -- —......... __....__ 1 STEEL EDGING,SEE DTL 6 BHT L4.2,TYP, 12 PICNIC TABLE BY ARCHITECTURE,TYP. - 2.PRESERVE EXISTING TREES IN PLACE WHERE POSSIBLE,TYP. NORTH SCALE:1"=20'-d" 3.REPLACE ANY TREES REMOVED DURING CONSTRUCTION DURING RECONFIGURATION OF PARKING AREA,TYP. t?t 6"HEADER CURB,DTL 4,SHT.L4.2,TYP. 13 SEATWALL BY ARCHITECTURE,TYP. ------------- + � 4 SAW CUT EX.CONCRETE TO EXTEND PLANTER 14 NEW SIDEWALK BY ARCHITECTURE,TYP. ,1 6 NOTE �SYNTHETIC TURF BY GRASSTEX,SEE DTL 7,BHT 7 6 CONTRACTOR SHALL CALL IN AN ARIZONA 811(FORMERLY BLUESTAKE)REQUEST AT LEAST 48 HOURS PRIOR \_/L4 2 15 PLAZA SURFACE BY ARCHITECTURE TO ANY CONSTRUCTION ACTIVITY WITHIN 25'OF THE EPNG PIPELINE AND ARRANGE FOR A COMPANY STANDBY. 4 8 QTRASH RECEPTACLE,TYP. 16 PLANTER BY ARCHITECTURE,TYP. 3 : �•,t,,,;.c t?}EXISTING PAVERS TO REMAIN,TYP. 17 CONCRETE PAD BY CIVIL,TYP. PL'AN� N POVA[ �:J A— I �� ^__ Pen-nit Submittal EXISTING SIDEWALK TO REMAIN,TYP. 1$ CONCRETE PAD BY ARCHITECTURE,TYP. a 4 - 3117(17 6 Q2 512512017 O EX.BENCH TO REMAIN,TYP. 19 RAMP AND HANDRAIL BY CIVIL,TYP. 4l 3' P 4 4 =- �--,''" LANDSCAPE 12 _�—>��r,9.:.�.>.�.x- �� .��F� xx�,w.a:�J it_h. '"'rte ' PLAN 14 EX PEDESTRIAN LIGHT TO REMAIN,TYP. 20 WRESTLING MAT PROV@ED BY OTHERS SCALE 1"=1W-0" L2.4 Malan.Regular Co...Meeting 08/01/2017 Page 119.E 343 r MBO DESCRIPTION MFR MODEL N0. COMMENTS SYMBOL DETAIL 0G1 IRRIGATION POG1.2"Ird anon Water Meter B Others)See Utility Plans and z m -`� 9 (Y oc POINT OF PGG2:3;4"Copper Stub in Courtyard Plumbing Plans ttOBE n V OC CONNECTION (By Others) POC3:Extension of existing 4"PVG � '' r Mainline as shown on plans er,REs 30 }�1+9 IRRIGATION NA 2'Irrigation Water Meter(By Others) See Utility Plana ® 464 S Farmer Ara.,Suite 101 METER _ Tempe Az,ell 281 so BACKFLOW FEBCO 2"Backflow Preventer(825YA) In GuardShaek 4.3/1 0 T 41/1144/31 F 48n.894.4538 PREVENTER Enclosure l -+ - www.architekton.com „ 1-r..��** ,' �.Jt �: ,� a= NOT SECURITY GUARD- Liftoff Enclosure(GS-1) Color:Tan 43/1 � , 1 2.0 q `� .a :.- z SHOWN ENCLOSURE SHACK 10"W z 24"H x 22"L Frostguard:FG-1 BACKFLOW FEBCO 3t4"Backflow Preventer 825YA Watf Mounted 4.3 t 2 PREVENTERUJ =o, o� t` 1 1.1 i cg ua, g - .312 NOT SECURITY �GUARD Wall Mount Enclosure Color.Tan 4 SHOWN ENCLOSURE SHACK Size per installation Frostguard:FG-2 ,rset(ttTaaeAvenue IRRIGATION CALSENSE CS 3000 Controller(CS3-EN-W-KIT) Metal wall mount 43/3 ... Turn©n AZ 85701 CONTRACTOR SHALL LOCATE THE EXISTING )ll) , fff ..:. ( d CONTROLLER) Ethernet Connection at building Sensor Kt P 520.8229565 -- a o o oa e k a IIC _ F524.622.9a18 IRRIGATION LATERALS AND EQUIPMENT SERVING 1 d t IRRIGATION HUNTER I-Core Controller(I-60G M) Metal wall mount 43/3 v Wn I da-daslgr.com THE PERIMETER OF THE PARKING AREA THAT WILL { CONTROLLER Sensor Receiver BE IMPACTED BY THIS PROJECT.COORDINATE 'a 08 os 1T"I 1�,5 la _ MODIFICATIONS WITH MARANA ENGINEER PRIOR ..1-1 O-R (r ! (t- ( i .� rt - SENSOR HUNTER Rain Sensor(SOLAR SYNC-PSS} Wireless " TO START OF CONSTRUCTION, 1 MASTER GRISWOLD(2)Carson Jumbo Valve Box(1220) 4,3/4 Hgta R { 1h.. N .z, ),I I' VALVE & t"Brass Ball Valve(FBV Series) I - ti 5❑4 ' - ` t_ t ASSEMBLY CALSENSE 1"Bronze Normally Closed Valve(2030L) 1"PVC Flow Sensor(FSI-T10) 1.86-50 GPM Range co"mv reaz�aes„ao 1. 2 H R 413 \ I os 8 I i � VALVE UNTE Carson Jumbo Value Box(1220) 4 h (1) ASSEMBLY & 1"Brass Ball Valve(FBV Series) r DRIP SENNINGER 1"ICV(ICV-101G) 1"Wye Filter(HY-100)(150 SS Mesh) 314"Pressure Regulator(PRLG-40) 140 PSI i % 1-1-T VALVE HUNTER V Brass Ball Valve(FBV Series) 4.412 EQ UIPMENT 1� _ 1{� 1 2.4 ASSEMBLY V ICV(ICV-101G) NO IRRIGATION EQC !� _f �.(j d 4 ( Q6 TURF SHALL BE LOCATED WITHIN " THE LIMITS OF THE 6 r {{ l �r' 1-2- 0 TURF ROTORY HUNTER MP800SR PROS-04-PRS40-CV Turf 4.4/6 SOUTHWEST GAS EASEMENTJ�`j 6'-12' Rotator,40'pop-upw/checkvalve, . 1 1'6 pressure regulated to 40 psi,MP Rotator W 1-3-T-T nozzle on PRS40 body.ADJ=Orange and 9 ca Li LL. J } \;`-"'-.,,,,�i }t, y I 'j: 1 I r �� Gray(arc 90-210),360=LIme Green and F-- - '-,r I,r' �!-r�7^_ - 1 3.2 Gray(arc 360) LUf ---�-. _ " {t F'-�, ". ' a c�'•'� �i� ,�/ �`-� ,! f T TURF ROTORY HUNTER MP Comer PROS-04-PRS40-CV,4"pop-up 44/5 (CORNER) wt factory installed check valve,pressure V E i 8'-15' regulated to 40 psi,MP Rotator nozzle on y. ' - 45'-1 o -5aa m TOWN OWN OF ARAN A m -04 CU4"pop-up with TURF ROTORY HUNTER MPO PROS 17030144 J check valve,pressure regulated to 40 psi; Cl �, ` ` �., r� I.: �,. ! I MP Rotator nozzle on PRS40 body Y Q, x \ \ \. J• I y' SUiLDING PERMIT Y \ \- ( �,. - M=Maroon adj arc 90°to 210°,L=L ght Blue F a u• ) s I �"' 210°to 270"arc,O=06ve 360°arc. ( Q W , t r .+ R- -r Z 1,5"42 TURF ROTORY HUNTER MP2000 PROS-04-CV,4"pop-up w/factory Matched precipitations 4.4!5 qtr..... _ - '•.r 1, - 13-21 = 4 installed check valve,K Black adj arc rate 0 4'!hr N a 06 90°-210°,G=Green adj arc 210°-270 PRS40 Body. d Q ;} R=Red 360°are. C > �{{ TURF ROTORY HUNTER MP3000 PROS-04-CV,4"pop-up wt factory 4.4/5 rG o 0 V installed check valve,pressure regulated to1 21'-30' 0 h 11 \4'.„, n \ 1112 I I , to I I 40 psi,MP Rotator nozzle on PRS40 body. ® j x si ^ " 1 B-Blue adj arc 90°-210 Y=Yellow adj arc .y 1 1.64 }rf\ 1 v 5 T r,' !f 210°-270',A=Gray 360°arc Z J U O ��1 7 { } TURF ROTOR HUNTER I.40-04 Turf Rotor,4.0"Pop-Up.Adjustable Lasco PVC swing 4.415 .-l ""•-u,� , Y 1$ �` ! I� ,'�. �`- ' ( 06 13'-21' and Full Circle.Plastic Riser.Drain Check Dint 1-4 R \4 � C I I Valve.Standard Nozzle. Q p o 1.5°42 \\ .\ (d I til<� ?� 4�Aj l -"� I' N U. GATE VALVE WATTS Carson Round Valve Box(910) Size per line size 4.315 ~ ~ ,T, 1a - ,a.YL: Brass Ball Valve(FBV Series) PVC NA Sch.40 FNG PURPLE) See Irrigation Notes 4.318&9 1 r \ I 1 SLEEVING for Sizing Info MP Revision 05/25/2017 4u)' ,},.,=,- .`'� --. \ �... .- c�: _5 I S 1.v j ___ POG 1 NA 2"Sch.40 PVC BE(PURPLE) Unless otherwise 4.317 MAINLINE _ noted on plan 1-16-S 1-15 S = , POC 3 --NA Sch.40 PVC BE(PURPLE) Size as noted on 43/7 1 4.3 >j :u\ a� =� ;' y ---- MaINUNE plan \ \ - e 1 17 T 1_14_S \ v6 \ ) PVC TURF NA 1"Sch.40 PVC PURPLE Unless otherwise 4.3/7 � f n �� { , , w.. LATERAL 117 noted on plan d/r, 1 7 5 1 4.3 ------ - -- -- \* \ _ NA ch 40 PV( RP) 3l7 iRee DRIP 3I4'S m CPU LE 4. _ �" QC 1 s`R�i LATERAL 4/9 - r Hose End oFlush Cap Ba n, ti \ x(910) 4 4 I VALVE CALLOUT EMITTER SCHEDULE MATCH SHEET L3.4 POC# PLANT TYPE EMITTER OUTLET Valve/Station CACTI/SUCCULENTS Rain Bird XBT-05-6 1-.5 GPH Outlet IRRIGATION POINT OF CONNECTION NOTES Number ORN.GRASSES Rain Bird XBT-05-6 1-1 GPH Outlet Zone Designation: 1. POG 1:CONNECT DOWNSTREAM OF THE 2"DEDICATED IRRIGATION WATER METER(SEE UTILITY PLANS)WITH 2"TYPE K COPPER AND EXTEND TO BACKFLOW GROUNDCOVER Rain Bird XBT-10-6 2-1 GPH Outlet PREVENTER AT A DEPTH OF 24"OR PER LOCAL CODES,WHICHEVER IS GREATER IN DEPTH,INSTALL ONE 2"REDUCED PRESSURE BACKFLOW PREVENTER IN SECURITY X' T(Trees),5(Shrubs),R(Turf) SHRUBS in Bird XBT-10-6 2-1 GPH Outlets ENCLOSURE WITH FROST BLANKET.EXTEND 2"TYPE K COPPER 30"HORIZONTAL FROM THE BACKFLOW ASSEMBLY,INSTALL ONE GATE VALVE,TRANSITION TO 2" Valve Flow:(GPM) SCHEDULE 40 PVC AND EXTEND TO VALVES. TREES Rain Bird XBD-80 8-2 GPH Outlets Valve Size EXISTING TREERein BIM XBD-80 8-2 GPH Outlets 2. THE CONTRACTOR SHALL CONFORM TO ALL LOCAL CODES.THE CONTRACTOR SHALL OBTAIN AND PROVIDE PAYMENT FOR ALL PERMITS ASSOCIATED WITH THIS WORK. FINAL LOCATION OF BACKFLOW PREVENTER SHALL BE APPROVED BY THE OWNER PRIOR TO INSTALLATION, OT 2 3. CONTROLLER 1:THE CONTRACTOR SHALL WALL MOUNT THE CONTROLLER ON THE SOUTH WALL OF THE BUILDING.LOCATION ON THE PLANS IS FOR REFERENCE ONLY. 1.ALL SMRUB PLANT MATERIAL SHALL BE IRRIGATE BD RAIN BIRD XBT SERIES MULIT-PORT EMITTERS. 2.ALL TREES SMALL BE IRRIGATED WI?H RAIN BIRD XBD-80 MULTI-OUTLET EMITTER. Permit 7/17 al THE CONTRACTOR SHALL REFER TO THE ELECTRICAL PLANS AND COORDINATE 124 VOLT POWER AND ALL NECESSARY CONDUIT AND SLEEVING WITH THE OWNER'S 20 4o [� 3117/1? REPRESENTATIVE PRIOR TO START OF WORK.ALL EQUIPMENT AND CONNECTIONS SHALL CONFORM TO ALL LOCAL CODES. 3.RAI DISTRIBUTION TUBING NOT TO EXCEED 8'IN LENGTH. p� 4.RAIN BIRD DBC-025 DIFFUSER BUG CAP ON ALL 114"DISTRIBUTION TUBING. a�5/25/2017 5.ALL TWO-WIRE PATH TO CONTROL VALVES SHALL BE PLACED IN 1"PVC CONDUIT IRRIGATION NOTE I 4X7 6,ALL PIPE SHALL BE INSTALLED WITH IDENTIFICATION TEXT FACING UP IN TRENCH, PLAN GONTRACTORSHALL CALL IN AN ARIZONA 811(FORMERLY BLUESTAKE)REQUEST AT LEAST 48 HOURS PRIOR NORTH SCALE:9"=20'-0" TO ANY CONSTRUCTION ACTIVITY WITHIN 25'OF THE EPNG PIPELINE AND ARRANGE FOR A COMPANY STANDBY. L3.2 Marano Regular CounoI Meeting 08/01/2017 Page 120 d343 ------------------------------------------------------------------------------------------------.._.... _ — — -------- 2 Existing ``— w'L,5 Marana v� � Town AD12 r / ',v2'y�` fi i`•>`n,,' do ` vaD,2 !� I Town ` P 30 484 S Fa mer Ave-,Sulie 501 � � d7Ak11 I } °�' '•� 1 \ �l it I Tempe AZ,86281 tx'-ae g Si F 14 \y.�k Hall 36 p t'r \ _ 4 i ry0" /�� T 480.8944687 \ 30 r 30 >t 7 Cq 25 v 2 \\\\\ \\ \� 480.894A638 www.architekton"tour :. y e M' p �� px j? 4 k ht.hQh o \\\ 4 ,.64rr,,d4, �;: 32 i ��;5 tic scar rmT 34 2 t � � 30 "•, F; vim'. � 2 30 # S �\ 1\\� 2-0°.. 121D' L� a 42 2btMA,V. u # ""Fa-o 55 55 4 , ♦-x Ek a. _ ` \ 27 EXPIRES 06130179 \yi Nll 9 V4 xra4 "'E✓;+. 46 2 _ 0 \ `\ �\ �� ,7<{i',:: Existing Marano \�_ A` ;\�\\ 37 Police and Courts Existing \ alej h` Marana sa �v;'_'v:og': Q Courts 1 10' 10 \ \ Uj ________ _�.\T 54 .-f � � 9'-B"13-4 53'-0" 7 _ 77 Existing' i � 10 10 10 10 10 10 10 10! �\ ��\\ ✓ Y an 47 `Marana 36 45 @( 1 2'S' -0" up 84 2 P 7 I 29 41 41 I-23- A022 44 8 � arkF Uj Z -T-1 T_ --- i_ _ ----- _ and ____ "Z EL C A9 Rec -- ` {.�_ > W �\ wz- x„, r I JTTFMTn I-I _ � 1 ( 0 a It 1 � z 42 ti 401 _ A022 - �1 47 1 - 8 > 5 28 47 m »o A023 i- ______�_------Tt3yitN'Qf-( fA-cj - ______-'.. r� N LL +•. ' 6 k, 40 e j� '�`7 17 td J ai 14 4 �t U4�Z 40 ( , �! F— lee" Up 0 v E5 BUILDING PERMIT T11-T � A023 A021 x y I, m _7Mf � Na;Description:Data AO - 2;GMP ;05f25777 _ 12 `i -� ( 7Renebns �... uhm ltal ;D52 5117;Pefmit 8 40 - Lj t ��1-. 260'-5 314" i Site Plan Quadrant A 9 30, 60' 12O GENERAL NOTES PtANY Site Plan Notes Site Plan Notes Site Pan Notes Sits Pian Notes Site Plan Notes 1-Refer to height of step plate in each raised planter,unless athervise noted. ID Note Type ID Note_Type ID Noce T pe ID Note_T pe ID Note_Type ; 2.Refer to Civ d.dZyi.for news nd existing h irdscape locations. 3.Refer to Landscape drawings for hardecape materials&grounds»ver. 2 4.All new concrete to match exalting campus concrete unless noted otherwise. 1 Metal panel site wall,RE:81IA022 11 Existng gas line to remain RE Cwt,EPNG'a pipeline and 60'G2 2 1 Ste Itr eg tes!3'ert"N deo pan Is 4. 33(dinpoidimienwhsitarge,REA1L1184 50 Cha I'mkfencingw/gate.Use27/6'terminai poetsand Mie" 2 I to n R e to &2 easement(ROY+').Contractor shall call i a Arizona 811 parcrary n ete pi ice es 34 Removable Bollard line posts(10'-0"max special set 30"into 10'wx36'd hendete Bosse.)request at least 48 haum pro he any constradiob �'---- fiddegs Use 1518"top dbott Iswiih 7l Ga. (91 3 Ct:S20.Channel wl l rcse mb pia a at a r a�tl 23 Decomposed teems,runningenek 35 Flag pi RE:A21AO21 Site Materials e��+ s-` connectionandclipsattheroof Evaryt0'weldahorizontal act"!within 25'ofthe EPNG Ripaiina and arrenge fora mmpanyknuckie/knuckle faNage2 mesh,tie wires@24"0.0 and attach ateiNatena�s h re ere a Ara standby 31lual Maul m 36 Unnitofwork with boulearddamps ldta(sGore tobeconstructedofMe. 12 Sliding ate,(2j 2A'£'and ji}76'$"wltli operetore 25 Frre.crass rap repent bound ries.Aral fire spparalus access 37 Diesel generator wire and 1-518'post frame Use 180 degree tinges w,'a deluxe 4 ADA accessible ramp road must be ma mmuned to all extent praeaceCke as noted in IFC 38 Generator cabinet With /TT\" � 13 Card read m Waral Tomer system,RE MAW D 05 39 SES Cabinets 51 Dog Ksrnei fent ng w;g te.Use 2-7i8"SS 30 term nal post Groundcov.r,RE:LarWscape d s. 14 Exposed 3/8°wash)pea gravel aggregate miX design..steel 6 -8"911 C U ane wall mea d tem fm shetl d g e cnr A0 Parking lot lights,RE:Electrical Etri t zttacb in eonarete curb wJ 4'.Flats setnro snerete ties 15/8" RE 215003 CMU stawall to b blend of 26%dowdily a ice, troweled Treated wim retarder.washed and brushed Within 6 Hoare u� P to p-oduce an even textu edexposed-aggregate finish.waled u 27 EP G's pipe ne"td 6�a ea:ems t(R Dodtrad r sh 1 41 Existing shad.canopy to remain rails ro create Game wah 9Ga.Knucklalknuakls solvage 2'mesh, Project Si 15%plum.35'h sierra ion and 25%modesto 8'x8 x16 SuperiAe call in an Arizona 811(formeiy BluaSfake}request at'�ea,,48 be died dQ 24'G C.and attach with boulavaM damps mils. Grass produce a sheen with distinct stone aggregate at,colored 42 New fire lane " blocks As grntle faits away,hold top of CMU site wai at 8'S"of hours pre,W any e structien While,.thin 25'of the EPNG Use 180 degree hinges w/a dog kennel latch{cg 60"A.F.F the m In point of the oda.Do not step CMU site wall within concrete with sawcuts and wnerol pints to match pattern shevm. 243 Demo d' f hatle rano and relocate to East sitls of atun g 9r p AraifireapparaWaaccessroadmustbemanta'nedtoallextent p s nd a b c°'pan starlady' Po R 52 Landscape FormsMUlapicd wood backedbenen Permit Submittal the length of the wai Span.SMP whore m.CMU.1t on is broken p,ties lea ro d In FC 106 data p9 ing et ain d4 Relocated portio of damolishad shade structure from west side of 53 LandsWP.Farms Cant P rk Canservancy ftacycl',ng system Ground rnncrete.exposed aggregate a!the steel panel. - ---- - parking sen I Property rn 29 Ervsang ire wdrant e ma__ ______ i12 holes).(U trash s h+e r,1)recydng oc 7 Existing firsre to remain Anai the apparatus access road must e 3 ti,oo r n- "-'° 45 Extent of Parkin lot 54 Landscape Forms Multiplicity straight baddeas bench and a ma nteured to all extent pradhemsas noted;,IFC 6,05 7 -c' "` d6 Injesde plater RE:A0218 A022 ARCHITECTURAL gWartt Cast-in-place eonorete nc w/"Dx t"xvk iho ben hra sal 31 Wa er dnd air connection for vahi sura ntenance.Besrso design 2 Muftpllcty table(prNate auras) $ITE PIAN 38 0 C-a i of Ne bench as a strata board deterrent a Duro modular series 40-A(self-induced air compresses)1 hose 47 Replace e h g Yerravab!e boIWM 55 Lsndscape Forms 5 backless seat carousel seating(&Net)n 9 Essence dewaik to..in 2 real for auand7hoss-11,,water 48 Oiass ouardzl RE.A71A529 for rel details psbhod.aas 70 Handicap aarFJng stall,RE CIvB dwg's 18 Ml s v ra 2 Siad py.be.RE:A201&A202 32 New man hole RE CiOS 45 3win ate pa tar A011 ___ ______20__Trash enclosure_.-_____-____-__-__ - _ -----------------------------.._.__._. ........................... --------------------------------------------- Mon... _-.__-__ ../__/_+_.n _p�_.*�_ _-______ ___.-_ --------------------------- g r Vicinity IYIS-4�-- NTS Marana Regular neural Meeting O8IO1I2O17 Page 121 of 343 . ExiC�/ S 11-11 sting Z Tempe AZ,85281•Suite 10'1 Post � � T 480.694.4637 t O .7 Vii O�d F 48Q-894.4638 `� .arch tekton.com ED Agcy \\ ---------------------------------------------------------- ------ r.' h ; W m JOSEPH M. ` �S1lLVATORE EXPIRES D6130719 36 � LJ I I I I IJ ! � I I U. i� 27 TOWN OF MARANA 1 7 d 3"14`P �` "f U- 1v1 33'x" V BUILDING PERMIT 2 S f 5 a W 36 e 2 ,-h 54W,A021 , z (in z 1 30 LU Existing .' 6,7 6 Marano Um Z T/���ry� ti ,.! 14 X VY711 A012 p n ��x'Q1 l p0 AQ12 li Z U Hall r v AQ11 Cd x ! � a •�� � � i/AD11 I }� 0' ?iia, � \ .\ .. \ d t ? r ®® d \ \� tic x. _ (� •,--�OF No,Description:Date '�• 2;GMP 0525117 Plan Quadrant �y}® tRevisions 1—�UII vCUGI.Ira11C 1e73R—Ifi 0525/17 ubmrtfal30' 60' 120Res 1 =3P 0,^ GENERAL NOTES fSiTE PLAN1: C'a 1.Refet I.height nu steel plate in each reised pante,,unless otherwise noted. 2.Refer ro C vii dawings for new antl existing nardsde boat ons. 3.Refer to Landscape drawings for hardscape materals&ilicam over. 4.All new concrete to match exsiting campus cancrete unless noted otherwise. Site Plan Notes Sire Plan Notes Site Plan Net. Site Plan Notes Site Plan Notes ID Note_Type ID N to Type ID N01e_Type ID Nole_Type ID Note Type Site Materials 2 2 1 Meta'.'panel site wall RE:Bi(A022 11 Ext d g gas line to remain,RE:C vii.EPNG petme and 6d'Ga 1 St 2 g les/3"er8 1"tlec he pane 33 Campus d t g g RE.A1M64 50 Ch link fencing wf l ts.U 2 71 term nal posts and 2318" YF x �,.�. el a R' A &2 easement(ROW).Contractor shall tall'm an Arising 811 nermeny qn+e pi 5 34 Removable bon d ____,_ ["a pan is(IU c ax ooc gj et 30"into 10'wx33'd concrerz ¢? 81uslaske)request at least 48 hours prior to any construction foot ng,Use 1-518"top and bottom rails with 11Ga. Graundcove,RE:Landecape dugs 2 G1 xZ0.r Cnanaeis w7 large emb pia at a se a Id 23 Dera4mposed greaHe running track 35 Flag pole RE:A21A021 connection and clips at the roof Eve 10'weld a horizontal activity within 25'of the EPNG Pipeline and arrange for a company Imucklpl nuekle salvage 2 mash,be wires pr 24'0 C.and attach y p ry 36 limit afwak with boulevard Gamps@rails.Gale to beconstructed of l6Ga. h el c as gid standby. 12 Sliding gala,(2)@ 2-0 6 and(1)@ 1S-0 in operators 3 25 rad acesss regwrement baunderles.P.rial fire appartus sin s 37 Qiesel generator wire and 1518'post frame.Use 180 degree hinges w±a deluxe j Grass 4 ADAa usssibteremp road must be maintained mall exlerM prehi bleas noted in lFG 38 Generator cabinet latdt :y o 1 13 Card reader pedestal.Targer system,RE AN021DOS 0 5"all C U ate wall measured ham finished adlacen g2 14 Expased 3/8"washed as a gravel aggreg tomix "de ign,steel enr e .F 39 SES Cabinets St Dog Ke ei fencing w;gate.Use late s 55-30 terminal post Project Si : troweled,treated with retard,,washod and brushad wdhin 6 hours 40 Park;ng Iat Ignts,RE:Electripal EP71 aMach tow rete curb w/4"sq.plate set into concrete Use 7-5'8" Ground concrete,exposed aggrlitate RE'.2W(13.CMU site wall to be a Nerd of 25%beverly spice to produce an ever,textured axpased-aggregate finish,sealed to 27 EP G's ipe ne a d S Ga ea me(R Nr).Ca me r sh 9 C Existing ssatle canopy ro remain rails to create forme with 9Ga.knuoklelknuche salvage 2`mesh. t A d 'x7" rl to 4"G.C.and aMacm with boulevard Clam rails. 15%pain 35%siert tan an 25%modesty 8 8 6 Supe alt"n an.Ar¢ona 811(hrmery elueStakej request at Ieast48 lie nes�2 damps� blocks.As ode fills aw�,hold tap of CMU site wai at8-6"of produce a shcen with a lmct stone aggrto ad patter red 42 New firs lana hinges wi dog 9r Y wncate w m savcuts and wntrol joints to match patten shown. 2 hours prior ready conshucticn activity within 25"of the EPNG Use 180 degree fill a d kennel latch Q 60"A.F.F the highest formal the grade.Da not step CMU site wall within Pi fine nda n tar compel standby. 43 Demo porton of shade canopy and relocate so side of park's 5p landsca Porins Mutt"Ilcii wood backer!bench Permit Submittal the len th rising wou span Ste where the CMU section is broken Anal fire apparatus access read must be maintained to all extent Pa P Y g p p r tka lea not in FC 105 SUlig!kn Otto re In 48 Relocated partlon of demolelted shade sir�cturefrom west aide of at the sieH panel. p gPa I'9 parY'n 53 land G.Forms Centr lP kC nsenzncy Recycling system st roperlyL e 29 Existingf hytl tto remain (12 holds),(i)bsh5h lse,)1)ecycrng ocean i Existing fire lane to remain.Arial fire apparel.—.a must - 45 Extent of,law parking lot11 IS ' mainta...ned tc all extent practicable as noted in IFC D105 1 c s a 54 landscape forms MUB pl city smaight oackless bench arM E o 31 6Na rand arc sedan for vehice ma nrenance Basis e.deal n 46 In-grade pal RE:A021&A022 Pdulnpiicrytable(private areas) ARCHITECTURAL 17 Cast n place ulcera nc wt"D x 1 x wi a:ben h re eat 9 2 30 0 C in the ro of Mie bench as a skate board delerreni s i, us,aeras 40 A(self-contained air eampressar)l hose 47 RepWce ex(ahng e able bollard 55 landscape Focm5 5 backless seat camosel seating(silver)in SITE PLAN ^ ig S ng saaw"c canal 2 --hpal(or al,and 1 hose real for water 48 Giese gavial RE At A521`or rat decals placarded E E t e a 2 V�t+�n�L Ma NTS /J� J leap park ng sfaU,RE'Civil dwg's 59 Sade anopy above,RE:A201&.4202 32 New men hole.RE C105 49 g gate pto Stvm / I� ___.. ___.._.-.20_Trasfi_erdosyre________________________,_ .........--------------------_-._.._.. ____. ____-- ............. . N II 01 -________._.___-._._.___._.__.___.................................................................................................... ...................----------- __ ......._.................._..._.___..__. _..__._..__-._--_-___.,........... _-__-_- ._-_.___. __._ A Marano Regular Gid undl Meating 0817 Page 122 of 343 ,.- .., / y% `: '`�, �` �..,_(ETR) t 3 .i- ,.,I _¢ ��.. E012 t \f� ETR - ";,c r`- �-- _ -__ _ 777—''_ ''`\7- / (ETR) (ETR) / Marana \ I �° 'f/ T ,� I\„. ��„ .�{ETRy \ Town Y � `�' ETR (ETR)`'`._` ' :JJ Hall ���� - '': f\ :�,o ` ETR j 4, HiA-1 '\ EXISTING HIGH PRESSURE 464 9 Farmer Ave.,Suite 101 Z? 7 t /' `r,y \ „- '` _ T.T,_ .. GAS LINE. Pe AZ,85281 ,Y r (ETR)\ I _.. a T 480.894.4637 `EXISTING HIGH PtiESSUflE _. F 480:894-4638 (ETR) '" f 7_ _n}--." -. ...._ _._- -___- _ _.GAS LINE 60'HIGH OF WAY i\• •\ � (RO�� wwwzrchitekton.nm (ETR)�., y „,v \\ (ETR)"...*,. `' x - 1 EXISTING UTILITY PAD r (E7R)`,„1 DUNTED TRAM-FORMER LU C (, \ .,..� „'1.\:'r!"f ';t �'., ,f F. \'\.,. �'>,\': ,E ` : AND C �- - (r r - v it`r1'� 75 Si3tHiA-3 BE REMOVED BY TEPA.TO C! 41CAj 4 Uj ETR y ,.�. \. / I '` :13, .. x7 r�i.,1 }}( 7 _ _ (� testis�o ETR ' �„• �. so(ETR) TN.�'�, r ,i' f,t -,(.,``3 r^1 F'\i /' ', r OFWq.M. i EXISTING SINGLE HEAD �.f \..� ~`\ E400.-'16 k' r g PO LE MOUNTED FIXTURE t„ \ ,.-ti.-..-i �,r7><_f:.,. ( •- ---*-- "- ,C EQP1A2.2,4,8_. _-. --__ ---_. AND BASE TO REMAIN. f tt l* 9 k' F TYPICAL. k � is „;'f'i°,,,..' ''" 6 `` -'^..1 r„ s }„`L 1 E pp ry'� __- ,---c t - \ I 'i E400/ _w s 4 --. `;4 May 25 2017 r � 1 x i \ ( � I C1” � 'ki e �"I Q -- g. , 1EI I Marana I& ''�2 � I �A 6 I -� �� I � .� r 911 t. Police and Courts ETR i j \1 '� t ) ; i E 6 Manna �' ESao Courts Ji x'i'y9."„T'C i_ .._ EXISTING IlTIEITV PRIMARY ( p 8\ FEEDER TOB RE OVED •''.% R w7 ETR � BY TEP. , -__/ t „.,,: i �400� ✓ 85 DIESEL 1 ( i r Hi 1 GENERATOR. L t_.. _. ( , " _ - _-1 i r i , i I { 12i .�w._��_ I I i i I {•. +� ,_ -COUNTERPOISE GROUND CONDUCTOR (S' k3, - _ - RIA-3 L I Marana l �` �""-""""'"" Q„�❑ } - FOR BUILDING LIGHTNING SYSTEM. H1A-7 911 8 /1 I� ' EXISTING SINGLE HEAD ti EXISTING DOUBLE HEAD ;, REFER TO DIVISION 26 SPECIFICATIONS _ 4111 Parks I! POLE MOUNTED FIXTURE POLE MOUNTED _= FOR ADDITIONAL REQUIREMENTS. !! rl _v AND BASE TO REMAIN.. FIXTURES AND BASE TO + TYPICAL"--� ,--1 I p I t 1 E `---) ! I I ] 3 i i REMAIN,TYPICAL. I iT s {_`_._ _ _ 4 I-T_ - ___ _- -_T_ I -.,P1A2-t4 & I and �I.. j ! 1 €€ i I I {' ! I } 11T I ,E Icc B -j _ { i 1 j 1 I f E i I } .I S3 S3 S3 S3 S3 S3 S3 S3 S3 <a3 r/ - ReA .. .-._._ _ L _- IMA oo=—= - I I r (ETR) QtETR} +. r r_- - CJ _ -- _�. _._-.� _T i I j!FEEDER SHAL E;EXISTING UTILITY PEXTE DED ( ) ;` t � _. �. <�-.-!---i f ( I i i .....__{ i I.._-. I d I " 61 3 `t Z ETR s---_3-__ _r.�..T. -, I t i. r ..{ - j I ,..I i ; z { 1--. S3 93 S3 a3 53� S3: S9 .53 S9 S3 { !,J i I TO NEW UT IYTEPRANSFORMER 1- 1 � , ' {{ (( # q g s -i ' I r LOC - - • M a / WO t - •" ii. i J 0 1 i r a TQV N{?P fUA A.I�A z v t r j 77 j I t( _t � j EQPiC-1,3S 'S _ HIA 3 H1A 5 _- - O > H1A _ T BUILDING PEF2P�IT V f ( -� E601 � - 1�LL � t - i t Hi 5339.., ! ; ) #DESCRIPTION'.. ; t 1 j � -. ' DATE I Addendum i Dee 1 _I gyp J t !—3._ �tTR) i_�_I i_�._� x ' ��.� � —�--��• _ � y9 2GMP Revisrons srzsrl7 I 1�ELECTRIAL SITE PLAN QUADRANT A -- .........—__-.— _- 0p j GENERAL NOTES: ❑ELECTRICAL PLAN NOTES A 1.All UNDERGROUND CONDUITS SHALL BE A MINIMUM SIZE OF i". i PROVIDE 2013PH CONNECTION FOR MOTORIZED ROLLING 6 NEW TEE PRIMARY FEEDERS,COORDINATE FEEDER 13 PROVIDE AND INSTALL(4)1-114"EMPTY CONDUITS AND(2)1" A GATE OPERATOR.CONTRACTOR SHALL COORDINATE FINAL ROUTING AND REQUIREMENTS WITH TEP PRIOR TO EMPTY CONDUITS WITH PULL-STRING AND CAP FOR FUTURE 2.ALL CONDUITS CROSSING GAS PIPELINE SHRLL GROSS BELOW THE GAS POWER AND INSTALLATION REQUIREMENTS W ITH GATE EXCAVATION AND TRENCHING. PHOTOVOLTAIC SYSTEM GN TOP OF PARKING CANOPY SUPPLIER AND ARCHITECT PRIOR TO ROUGH-IN. 7 PROVIDE SECONDARY FEEDERS,REFER TO ONE-LME STRUCTURE.EXACT STUB LOCATIONS TO BE DETERMINED \.. PIPELINE WITH A 24"VERTICAL SEPARATION AND A CONSTANT ELEVATION 2 pAD MOUNTED GENERATOR CONNECTION CABINET WITH DIAGRAM FOR SIZE AND QUANTITY. ATA FUTURE TIME BY PHOTOVOLTAIC INSTALLER. ACROSS THE ENTIRE RIGHT OF WAY{ROW).GAS PIPELINE IS NEMA 3R ENCLOSURE FOR TEMPORARY PORTABLE 8 NEW POLES SHALL BE RE-FED FROM EXISTING PARKING LOT 14 PROVIDE AND INSTALL(2)t-114"EMPTY CONDUITS AND(2)1" APPROXIMATELY BETWEEN 6-V'TO T'V BELOW GRADE. GENERATOR.REFER TO ONE-LINE DIAGRAM ON SHEET E60t LIGHTING BRANCH CIRCUIT. EMPTY CONDUITS WITH PULL-STRING AND CAP FOR FUTURE FOR SPECIFICATION, 9 LIGHTING BRANCH CIRCUIT SHALL BE ROUTED THRU RELAY PHOTOVOLTAIC SYSTEM ON TOP OF PARKING CANOPY 3 PROVIDE 20A-12OV11PH CONNECTION FOR AIRAND WATER PANEL'RPA1'.REFER TO RELAY SCHEDULE'RPAV ON SHEET STRUCTURE.EXACT STUB LOCATIONS TO BE DETERMINED STATION.CONTRACTOR SHALL COORDINATE FINAL POWER 'Eg03',BRANCH CIRCUIT AND CONTROL INFORMATION. I Y T V I T AND INSTALLATION REQUIREMENTS WITH EQUIPMENT 10 REFER TO ONE-LINE DIAGRAM ON SHEET E601 FOR FEEDER 15 PROPOSED LOCATION AND WALL SPACE FOR FUTURE SUPPLIER PRIOR TO ROUGH4N. SIZE PHOTOVOLTAIC EQUIPMENT.STUB CONDUIT ALONG CENTER 4 EXISTING POLE FIXTURE,POLE,AND CONCRETE BASE SHALL 11 EXISTING PARKING LOT LIGHT POLE AND FIXTURE SHALL BE OF WALL OR AS REQUIRED BY PHOTOVOLTAIC SYSTEM BE REMOVED.EXISTING CONDUIT AND WIRE SHALL BE INSTALLER' rT HENDERSON RELOCATED TO NEW LOCATION SHOWN AND NEW 2� j/-. P8R7'tit SUbfttitta REMOVED BACK TO CLOSEST EXISTING SOURCE TO REMAIN. CONCRETE BASE PROVIDED.EXISTING AVAILABLE BRANCH r6 PROVIDE EMPTY CONDUITS FROM SERVICE ENTRANCE ENGINEERSR 03120117 FIXTURE AND POLE SHALL BE TURNED OVER TO OWNER FOR PHOTOVOLTAIC SECTION TO FUTURE PHOTOVOLTAIC CIRCUIT SHALL BE EXTENDED TO NEW POLE LOCATION AS STORAGE.MAINTAIN PDXTENDE CTING CI CUI ALL INDICATED.MAINTAIN POWER AND CONTROLS TO ALL EQUIPMENT LOCATION.REFER TO ONE-LINE DIAGRAM FOR 4343 NORiN 13'R SiRFET,SIRE d66 FIXTURES TO REMAIN.EXTEND EXISTING CIRCUITING. FIXTURES TO REMAIN.EXTEND EXISTING CIRCUITING TO SIZE AND QUANTITY.ALL STUB-UP LOCATIONS SHALL BE PIOEA4%,PZBSOiE BYPASS REMOVED/RELOCATED FIXTURE AS NEEDED. BYPASS REMOVED/RELOCATED FIXTURE AS NEEDED, COORDINATED WITH SOLAR SYSTEM INSTALLER. -902336640 pax 023366161 5 NEW TEP PAD MOUNTED TRANSFORMER,PROVIDED BY TEP, 12 PROVIDE AND INSTALL(2)3"EMPTY CONDUITS AND(2)1- www.M1eiengsem ELECTRICAL SITE log dw AND CONCRETE PAD PER TEP REQUIREMENTS.MAINTAIN EMPTY CONDUITS WITH PULL-STRING AND CAP FOR FUTURE AZCORP0.?AtENUNaE416d7am PLAN QUADRANT A -K TEP MINIMUM CLEARANCE REQUIREMENTS AROUND PAD PHOTOVOLTAIC SYSTEM ON TOP OF PARKING CANOPY E%RRES6f3GISIE Og STRUCTURE.EXACT STUB LOCATIONS TO BE DETERMINED MOUNTED TRANSFORMER. /I� AT A FUTURE TIME BY PHOTOVOLTAIC INSTALLER. E`■1 V O Marana Regular Co­I Meeting 08/01/2017 Page 123 d343 1 �l II _ l i (� t USPOST 464 S Farmer Ave.,Suite 101 Tempe Az,s52ai _ } w FF'M '8 T 480.834A837 (ETR) F 483.344.4333 s � 1 ` �- www.aratinelctor6enm (ETR) - tiE � 1 cCr / s — _ �m +� E W 21 EXISTING HIGH PRESSURE Ono M, OAS LINE. �; i � ` «b(ETR) ' y i �' EXISTING HIGH PRESSURE 4616 615 GAS LINE 60'RiGW OF WAY T 6 t S (ROW)- _ Ut May-15 2017 s' i S15I c ` 1 a0(ETR) I a l — t Lf � , bS (ETR)" (ETR)6� ESO, r 1 f l 1 l S15 1 ETR A2810 > 2f Si ,A2-12 S , P r i, —k ... EE501 \`\ U ll u f" 4Y(ETR): VX CL j 1, \ [ _ \ a Manna �� Q z f W Town } r fr , l` lam\(ETR) 1 '-•: f` �� R h w .`r' 1 •\`.�.'�,,,. .� �. _. 1<� .�.�'�—� _.� � �-'--. '' :' ���� 615 ' �, 'Q U Hall y .� i (ETR) p ...X. j' ,\\ ..E \\ t' 1! �s161 m �ig00 , ..,\ ,'1 ,,�t;.(Fra) ,' f r .�l` a� \ \�'` �_�..�,..=.''❑m !j E d z. I 4LL __ _ ] (ETRy--�.,., � ff t ,� `�. _/' ��.-- " ._. _ —_J -- _._.��. `__,1 1 Eoil 81 Z++ I O ;[ •. �. /J ,f! I� (ETR} to 0 0 0 _ r �ELECTRIAL SITE PLAN QUADRANT B T`>]N(T��CA�� #DESCRIPTION I DATE 2 GMP Revisions 5/26!17 2 GENERAL NOTES: ❑ELECTRICAL PLAN NOTES m j1703 144'; 1.ALL UNDERGROUND CONDUITS SHALL BEAMINIMUMSIZEOFI". 1 PROVIDE OUTDOOR GROUND BOX WITH(,)30A,2AOVl1PH, B(.11l Di'4G PLFZiV1 T (L6.30R)CORROSION RESISTANT LOCKING RECEPTACLE 2.ALL CONDUITS CROSSING GAS PIPELINE SHALL CROSS BELOW THE FROM W(REMOLD,MODEL#X6614CL630.COORDINATE FINAL j GAS PIPELINE WITH A 24"VERTICAL SEPARATION AND A CONSTANT LOCATION WITH ARCHITECT PRIOR TO ROUGH-IN AND ELEVATION ACROSS THE ENTIRE RIGHT OF WAY(ROW).GAS INSTALL PER MANUFACTURERS RECOMMENDATIONS AND PIPELINE IS APPROXIMATELY BETWEEN 5'-0°TOS'-W BELOW GRADE. METHODS. 2 PROVIDE OUTDOOR GROUND BOX WITH(2)20A,120V/1 PRL WEATHER-RESISTANT DUPLEX RECEPTACLES FROM WIREMOLD,MODEL#XB614C52O.COORDINATE FINAL LOCATION WITH ARCHITECT PRIOR TO ROUGH-IN AND , INSTALL PER MANUFACTURERS RECOMMENDATIONS AND METHODS. AJO�s I A � �I/sf� i NENDERSON Permit Submittal F iJENGINEERS1 03/20/17 "W NORTH InR-REET,S'Ji,T460 PRES1 FZ888,6 tu.02116.200 rwe 80289 01 ELECTRICAL F, E Azc PaeOHNOE NMER,W7041 �'i PLAN-QUADRANT S O DPI�SOrJBP[O18 I 0 O Manna Regular Gnueol Meeting 08/01/2017 Page 124,4343 'Ad � MARANA AZ ESTABLISHED 1977 Council-Regular Meeting C8 Meeting Date: 08/01/2017 To: Mayor and Council From: Frank Cassidy, Town Attorney Date: August 1, 2017 Strategic Plan Focus Area: Not Applicable Subject: Resolution No. 2017-075: Relating to Development; approving and authorizing the Mayor to sign the Settlement Agreement and Release of Claims with CalPortland Company and D. R. Horton, Inc. (Frank Cassidy) Discussion: In 2003 and 2005, the former developer of Saguaro Springs negotiated the terms of a drainage and utility easement across the strip of CalPortland land that bisects the project, containing the haul road and conveyor belt associated with CalPortland's mining activities. CalPortland recorded an easement termination document in 2008, claiming developer defaults. Greyhawk Development acquired the project in 2010, renamed it Saguaro Bloom, and began negotiating with CalPortland for reinstatement of the easement. In 2015, D.R. Horton acquired the project and took over easement negotiations. The settlement agreement presented for Council consideration today is the result of the long easement negotiations. Over the years, most of the negotiations have focused on the remediation work and the financial settlement the developer would need to provide in order to obtain a new easement. The Town's efforts focused on the need for the easement to be a public drainage and utility easement, since it is expected to convey flows for the catchment basin that goes beyond the Saguaro Bloom project and will provide a regional utility corridor. Under the settlement, the easement will be dedicated to the Town as a public drainage and utility easement after D. R. Horton completes the required corrective work and an independent engineer and the Town certify completion of the work. Because the easement crosses critical CalPortland facilities, the Town will be required to name CalPortland as an additional insured on current and future insurance policies, which will need to be maintained at current levels or greater. As with all Marana Regular Council Meeting 08/01/2017 Page 125 of 343 public infrastructure accepted for maintenance, the Town will be obligated to manage the easement to assure the capacity of the drainageway is not exceeded. Unlike other public infrastructure managed by the Town, CalPortland will have the right to review flows through this drainageway, to assure that CalPortland's infrastructure is not put at risk. Public pedestrian and vehicular access is prohibited. The settlement agreement and its exhibits are included as backup material. As of the date it was uploaded to the agenda, it is missing an exhibit containing the specifications of gates for the El Paso Natural Gas easement, which crosses the CalPortland strip. The exhibit is a final clean-up item being negotiated between D. R. Horton and CalPortland. The Town has no involvement in the gates or other corrective work, except for normal permitting and approval under the adopted building codes. In addition to the insertion of the gates exhibit, Town staff anticipates minor formatting corrections and possible minor wording tweaks, none of which substantively affect the Town's rights or obligations under the settlement. For this reason, the recommended motion approves the settlement in substantially, but not exactly, the form provided in the backup materials. Staff Recommendation: Staff recommends adoption of Resolution No. 2017-075, approving and authorizing the Mayor to sign the Settlement Agreement and Release of Claims with CalPortland Company and D. R. Horton, Inc. in substantially the form set forth in the backup materials to this item. Suggested Motion: I move to adopt Resolution No. 2017-075, approving and authorizing the Mayor to sign the Settlement Agreement and Release of Claims with CalPortland Company and D. R. Horton, Inc. in substantially the form set forth in the backup materials to this item. Attachments Resolution No. 2017-075 CP DRH Settlement Agreement Marana Regular Council Meeting 08/01/2017 Page 126 of 343 MARANA RESOLUTION NO. 2017-075 RELATING TO DEVELOPMENT; AP P RO VIN G AND AUTHORIZING THE MAYOR TO SIGN THE SETTLEMENT AGREEMENT AND RELEASE OF CLAIMS WITH CALPORTLAND COMPANY AND D. R. HORTON, INC. WHEREAS a previous developer of the development project formerly known as Saguaro Springs and now known as Saguaro Bloom entered into certain easement agreements with CalPortland Company in 2003 and 2005 (the "Original Easement); and WHEREAS CalPortland signed and recorded a notice of termination of the Original Easement in 2008; and WHEREAS D. R. Horton, Inc. is the current developer of Saguaro Bloom; and WHEREAS Town staff CalPortland, and D. R. Horton, Inc. have negotiated the terms of a "Settlement Agreement and Release of Claims," which provides for the granting of a new easement upon the developer's completion of certain corrective work and the satisfaction of other terms as set forth in the Settlement Agreement and Release of Claims; and WHEREAS the new easement will be granted to the Town to accommodate public drainage and utility easements through property owned by CalPortland and used for a haul road and conveyor belt associated with CalPortland's mining operations; and WHEREAS the Mayor and Council find that entering into the Settlement Agreement and Release of Claims is in the best interest of the Town and its citizens. NOW, THEREFORE, BE IT RES O LVED BY THE MAYOR AND COUNCIL OF THE TOWN OF MARANA, ARIZONA, AS FOLLOWS: SECTION L The Settlement Agreement and Release of Claims is hereby approved. SECTION 2. The Mayor is hereby authorized and directed to sign the Settlement Agreement and Release of Claims in substantially the form provided in the backup materials accompanying this agenda item, for and on behalf of the Town of Marana. SECTION 3. The Town Manager is hereby authorized to sign the new easement in substantially the form attached as Exlubit F to the Settlement Agreement and Release of Claims provided in the backup materials accompanying this agenda item. 00053324.DOCX/1 Marana Resolution No.2017-075 - 1 - 7/20/2017 4:27 PM Marana Regular Council Meeting 08/01/2017 Page 127 of 343 SECTION 4. The various Town officers and employees are authorized and directed to perform all acts necessary or desirable to give effect to this resolution and the Settlement Agreement and Release of Claims. PASSED AND ADOPTED BY THE MAYOR AND COUNCIL OF THE TOWN OF MARANA, ARIZONA, this 1 st day of August, 2017. Mayor Ed Honea ATTEST: APPROVED AS TO FORM: Jocelyn C. Bronson, Town Clerk Frank Cassidy, Town Attorney 00053324.DOCX/1 Marana Resolution No.2017-075 - 2 - 7/20/2017 4:27 PM Marana Regular Council Meeting 08/01/2017 Page 128 of 343 SETTLEMENT AGREEMENT AND RELEASE OF CLAIMS THIS SETTLEMENT AGREEMENT AND RELEASE OF CLAIMS (the "Agreement") is entered into as of , 2017, by and among CALPORTLAND COMPANY, a California corporation, f/k/a California Portland Cement Company, a California corporation, and successor by merger to Arizona Portland Cement Company, an Arizona corporation ("CalPortland"), D. R. HORTON, INC., a Delaware corporation ("DRH"), and TowN OF MARANA, an Arizona municipal corporation ("Town"). CalPortland, DRH and Town are hereinafter sometimes refereed to individually as a "party" or collectively as the "parties" to this Agreement. RECITALS A. CalPortland and DRH's predecessor in title, Fidelity National Title Agency, Inc., an Arizona corporation, as Trustee under Trust No. 10851, were parties to that certain Easement Agreement dated as of December 31, 2003, recorded December 31, 2003 at Docket 12208, Page 1975, Official Records of Pima County, Arizona ("Official Records"), as amended by that certain First Amendment to Easement Agreement, Assignment and Consent to Assignment dated as of October 27, 2005, recorded October 27, 2005 at Docket 12668, Page 759, Official Records, and as further amended by that certain Second Amendment to Easement Agreement dated as of January 18, 2007, recorded January 18, 2007 at Docket 12973, Page 1014, Official Records (collectively, the "Original Easement Agreement"). B. CalPortland executed and caused to be recorded that certain Notice of Termination of Easement Agreement, recorded May 21, 2008 at Docket 13311, Page 609, Official Records, by which CalPortland declared the Original Easement Agreement to have automatically terminated pursuant to the terms of the Original Easement Agreement(the "Notice of Termination"). C. CalPortland and DRH are parties to that certain Wall Agreement dated as of December 31, 2003, recorded December 31, 2003 at Docket 12208, Page 2005, Official Records, as amended by that certain First Amendment to Wall Agreement, Assignment and Consent to Assignment dated as of October 27, 2005, recorded October 27, 2005 at Docket 12668, Page 7603, Official Records, and as further amended by that certain Second Amendment to Wall Agreement dated as of January 18, 2007, recorded January 18, 2007 at Docket 12973, Page 1004, Official Records (collectively, the "Wall Agreement"). D. DRH and its predecessors in title have disputed the propriety of the termination of the Original Easement Agreement as described in the Notice of Termination, whereas CalPortland asserts the propriety of such termination and the validity of the Notice of Termination. CalPortland alleges that DRH and its predecessors in title have not fully performed their construction-related obligations under the Wall Agreement, whereas DRH disputes such allegations. Moreover, DRH alleges that CalPortland has not fully performed its maintenance obligations under the Wall 100247746_11 Marana Regular Council Meeting 08/01/2017 Page 129 of 343 Agreement, whereas CalPortland disputes such allegations. All of the disputes described in this Recital are hereinafter collectively referred to as the "Dispute". E. CalPortland and DRH desire to fully and finally settle and resolve the Dispute and to compromise their respective claims arising out of the Dispute on the terms and conditions set forth in this Agreement, and Town desires that such Dispute be so settled such that the New Easement Agreement (as defined below) can be executed and become effective in accordance with the terms and conditions set forth in this Agreement. AGREEMENT NOW, THEREFORE, for good and valuable consideration, the receipt and sufficiency of which are hereby acknowledged, the parties agree as follows: 1. Release. Subject only to the performance of the terms and conditions set forth in the remaining provisions of this Agreement by the other parties to this Agreement, CalPortland and DRH hereby release each other as follows: 1.1. Release by CalPortland. CalPortland, on behalf of itself and any and all of its parent companies, subsidiaries, related entities, owners, members, partners, officers, directors, shareholders, employees, representatives, agents, attorneys, heirs, predecessors, successors and assigns, hereby fully and forever releases and discharges DRH and all of DRH's parent companies, subsidiaries, related entities, owners, members, partners, officers, directors, shareholders, employees, representatives, agents, attorneys, heirs, predecessors, successors and assigns, from any and all claims, liabilities, actions, causes of action, obligations, costs, damages, losses and demands, of every character, nature, kind and sort, existing from the earliest time to the date of this Agreement, whether known or not known (or hereafter arising from any conduct, acts, events or circumstances which have in any way occurred or begun to occur as of the date of this Agreement) to the extent any of the same relate to or are in any way connected with the Dispute, the Original Easement Agreement or the Wall Agreement. 1.2. Release by DRH. DRH, on behalf of itself and any and all of its parent companies, subsidiaries, related entities, owners, members, partners, officers, directors, shareholders, employees, representatives, agents, attorneys, heirs, predecessors, successors and assigns, hereby fully and forever releases and discharges CalPortland and all of CalPortland's parent companies, subsidiaries, related entities, owners, members, partners, officers, directors, shareholders, employees, representatives, agents, attorneys, heirs, predecessors, successors and assigns, from any and all claims, liabilities, actions, causes of action, obligations, costs, damages, losses and demands, of every character, nature, kind and sort, existing from the earliest time to the date of this Agreement, whether known or not known (or hereafter arising from any conduct, acts, events or circumstances which have in any way occurred or begun to occur as of the date of this Agreement) to the extent any of the same relate to or are in any way connected with the Dispute, the Original Easement Agreement or the Wall Agreement. Without in any way limiting the scope of the release set forth in this Section 1.2, but subject to the immediately following sentence, DRH releases any and all claims for adverse possession and/or prescriptive rights arising by reason of the use by DRH or any of its predecessors in title of any of the property 100247746_11 2 Marana Regular Council Meeting 08/01/2017 Page 130 of 343 owned by CalPortland and referenced in the Original Easement Agreement as the "Facilities Easement Parcel". Notwithstanding the foregoing provisions of this Section 1.2 to the contrary or any other provision of this Agreement to the contrary, no release by DRH of any of its claims for: (i) adverse possession and/or prescriptive rights with respect to the Facilities Easement Parcel, or (ii) any other right to permit drainage flows from DRH's property onto the Facilities Easement Parcel, shall be of any force or effect unless and until the New Easement Agreement is executed and recorded in accordance with Section 4 of this Agreement. 2. No Admission of Liability. CalPortland and DRH expressly acknowledge that this is a compromise and settlement of disputed claims, and neither CalPortland nor DRH acknowledges any liability or wrongdoing, all of which are expressly denied. The settlement described in this Agreement shall not be construed as an admission of, or as evidence of, the merit, or lack of merit, of any claims asserted by CalPortland or DRH. 3. Corrective Work. 3.1. Commencement and Completion of Corrective Work. On or prior to the date ten (10) days following the mutual execution of this Agreement by all parties, DRH, at its sole cost and expense, shall commence construction of all work listed on Exhibit A attached hereto (the "Corrective Work") in accordance with the description of such Corrective Work set forth on Exhibit A (the "Work Description"). DRH shall diligently prosecute the Corrective Work to Completion (as hereinafter defined) such that Completion shall occur on or before the Outside Date (as defined below). CalPortland acknowledges and agrees that upon Completion of the Corrective Work, construction of the Walls and Berms (as those terms are defined in the Wall Agreement) will be treated as complete for all purposes under the Wall Agreement and that CalPortland will thereafter be responsible for maintenance of the Walls and Berms in accordance with the Wall Agreement. 3.2. License and Indemnification Agreement. Simultaneously with the mutual execution of this Agreement, CalPortland and DRH shall execute and deliver a License and Indemnification Agreement in the form attached hereto as Exhibit B (the "License"), and all Corrective Work shall be performed in compliance with the terms of this Agreement and the License. 3.3. Compliance with Laws; Permits. DRH shall perform or cause to be performed the Corrective Work in accordance with all applicable laws and shall obtain all required permits to allow for the Corrective Work to be lawfully commenced and pursued. Prior to commencing any of the Corrective Work, DRH shall provide CalPortland with copies of any and all permits issued by Town or any other governmental agency with respect to the Corrective Work. 3.4. Outside Date; Permitted Force Majeure Delays. As used herein, the term "Outside Date" shall mean the later of November 1, 2017, or the date 90 (ninety) days following the execution of this Agreement by all parties; provided, however, the Outside Date shall be extended by reason of Permitted Force Majeure Delays (as defined below). As used herein, the term "Permitted Force Majeure Delays" means delays experienced by DRH in the construction process with respect to the Corrective Work that are not the result of the negligence or willful 100247746_11 3 Marana Regular Council Meeting 08/01/2017 Page 131 of 343 misconduct of DRH, but only to the extent such delays are legitimately caused by (a) strikes, lockouts or other labor disputes, unusual and unanticipated delays in deliveries, shortages in labor or materials, fire, windstorm, hurricane, tornado, earthquake, natural disaster, flooding or other casualty, acts of God, rioting or other civil disturbance, acts of war or acts of terrorism, adverse weather conditions of atypical severity, duration or frequency, regulatory/code changes from any other governmental authority arising after the date of this Agreement, or (b) other events that are both not reasonably expected and beyond the reasonable control of DRH. Notwithstanding the foregoing to the contrary, the characterization of a circumstance as a Permitted Force Majeure Delay is subject to the following requirements and conditions: (i) DRH shall deliver to CalPortland within ten (10) days after the commencement of any such circumstance a written notice of such claimed Permitted Force Majeure Delay, the cause of such claimed Permitted Force Majeure Delay, and the date on which such circumstance commenced; (ii) irrespective of the actual duration of such circumstance, the aggregate Permitted Force Majeure Delays (whether caused by one or multiple incidents) under this Agreement shall not exceed twenty (20) days; and (iii) inadequate funding availability or capability on the part of DRH shall not be deemed to be Permitted Force Majeure Delay. The Outside Date is subject to extension on the terms and conditions set forth in the License and shall also be extended by any delays caused by the acts of omissions of CalPortland which violate the terms of either this Agreement or the License. 3.5. Completion. As used in this Agreement, "Completion" of the Corrective Work means when all of the following have occurred: (a) the full and complete performance of all Corrective Work substantially in accordance with the Work Description, as confirmed in writing by Structural Concepts Inc. to CalPortland and Town using the form of confirmation attached hereto as Exhibit C; (b) the delivery by Town to CalPortland of a letter in the exact form of Exhibit D; and (c) the delivery by DRH to CalPortland and Town of a written certification in the exact form of Exhibit E. 4. New Easement. Within five (5) days following Completion of the Corrective Work, CalPortland and Town shall enter into the form of Easement Agreement attached hereto as Exhibit F (the "New Easement Agreement") and shall promptly cause the same to be recorded in the Official Records. 5. Reaffirmation of Amended and Restated Notice and Wall Agreement. DRH and Town acknowledge and agree that the Amended and Restated Notice dated as of October 27, 2005, recorded October 27, 2005 at Docket 12668, Page 7615, Official Records, originally between First American Title Insurance Company, a California corporation, as Trustee under Trust No. 9089, Town, and Fidelity National Title Agency, Inc., an Arizona corporation, as Trustee under Trust No. 10851, remains in full force and effect, and each of DRH and Town ratifies and reaffirms such Amended and Restated Notice. CalPortland and DRH acknowledge and agree that the Wall Agreement remains in full force and effect, and, subject to Sections 1.1 and 1.2, each such party hereby ratifies and reaffirms such Wall Agreement. 6. Payment by DRH to CalPortland. Within five (5) days following the execution of this Agreement by all parties, DRH shall pay to CalPortland the sum of Eighty-Seven Thousand Five Hundred and no/100 Dollars ($87,500.00) in immediately available funds as reimbursement 100247746_11 4 Marana Regular Council Meeting 08/01/2017 Page 132 of 343 to CalPortland for a portion of its attorneys' fees paid and incurred in connection with the Dispute. 7. Remedies. If any party shall fail to perform any of its obligations hereunder and if such failure is not cured within ten (10) days following written notice from any other party to this Agreement (or, if the applicable failure is not reasonably susceptible of cure within ten (10) days, the period for cure shall be extended for up to an additional twenty (20) days, so long as the non-performing party commences cure within the original ten-day cure period and thereafter proceeds with the cure with diligence and continuity until the cure is completed), the party failing to perform its obligations hereunder shall be in default under the terms hereof, and the other parties shall have all rights and remedies available under this Agreement and at law and in equity to redress such default. 8. Integrated Agreement. The parties expressly acknowledge that no statements, representations, warranties or promises have been made in connection with the subject matter of this Agreement, unless expressly contained in this document. None of the parties has relied upon any statement, promise, representation or warranty of any other party in connection with the execution of this Agreement, except as specifically set forth in this Agreement. All prior discussions, statements, representations, warranties or promises, if any, are superseded by the execution of this Agreement, and the parties acknowledge that they are not entitled to rely upon any such statement, representation, warranty or promise unless expressly set forth herein. 9. Representation by Counsel. The parties expressly acknowledge that they have been represented by counsel of their own choosing in connection with the negotiation and preparation of this Agreement. All parties have had the opportunity to consult with and receive the advice of independent counsel in connection with this Agreement. 10. Nature of General Release. Each of CalPortland and DRH acknowledges that it is aware that it may hereafter discover facts in addition to or different from those which it now knows, or believes to be true with respect to the subject matter of the releases contained in Section 1 of this Agreement, but it is its intention fully, finally and forever to settle and release all released matters, known and unknown, suspected or unsuspected, which now exist, may exist, or previously existed between CalPortland and DRH in any way related to the Dispute, and, in furtherance of such intention, the releases given in Section 1 shall be in and shall remain in effect as a full and complete release notwithstanding discovery or the existence of any such additional or different fact. 11. Attorneys' Fees and Costs. Except as specifically set forth in Section 6 of this Agreement, each party shall bear its own attorneys' fees and costs in connection with the negotiation and documentation of this Agreement. However, in the event of legal action to enforce or interpret this Agreement, the prevailing party(ies) shall be entitled to its reasonable attorneys' fees and costs consistent with A.R.S. § 12-341.01. 12. Warranty of Authority, Rules of Construction. This Agreement is the result of arm's length negotiations. Each party to this Agreement represents and warrants to the others that the persons executing this Agreement on behalf of such party are duly and fully authorized to do so, and that no other approvals are required to be obtained from any persons or entities on 100247746_11 5 Marana Regular Council Meeting 08/01/2017 Page 133 of 343 behalf of such party. The parties to this Agreement and each of them acknowledge that any statute or rule of construction that ambiguities are to be resolved against the drafting party should not be employed in the interpretation of this Agreement. 13. No Assignment. Each of CalPortland and DRH hereby represents and warrants to the other that it has neither assigned nor suffered the transfer in any other manner, to any person or entity, of all or any portion of any claims covered by the releases set forth in Section 1 of this Agreement, and that no other person or entity has any interest in all or any portion of any claims covered by the releases set forth in Section 1. Each of CalPortland and DRH hereby agrees to indemnify, defend and hold harmless the other against any and all liability, loss, costs, damages, and other expenses, including, without limitation, reasonable attorneys' fees, which the other party may sustain or incur by reason of a breach by such first party of the foregoing representation and warranty. 14. Counterparts and Faxed Signatures. This Agreement may be executed in one or more identical counterparts. Faxed or e-mailed signatures shall be deemed valid and enforceable in lieu of original signatures. 15. Binding Effect. This Agreement shall be binding upon the parties hereto, and their respective heirs, administrators, successors and assigns. Unless otherwise specified, all representations and warranties set forth herein shall survive the execution, delivery, and performance of this Agreement. 16. Governing Law. This Agreement shall be governed, construed and enforced in all respects by the laws of the State of Arizona. 17. Notices. All notices required or permitted to be given under this Agreement shall be in writing and shall be given by personal delivery, recognized overnight courier service, or by deposit in the United States mail, certified mail, return receipt requested, postage prepaid, addressed to CalPortland, DRH and Town at the addresses set forth below or at such other address as a party may designate by notice similarly given. Notice shall be deemed given and received on the date on which the notice is actually received, whether notice is given by personal delivery, overnight courier or by mail. If to CalPortland: CalPortland Company 2025 East Financial Way, Suite 200 Glendora, California 91741-4692 Attn: General Counsel With a copy to: Lewis Roca Rothgerber Christie LLP One South Church Avenue, Suite 700 Tucson,Arizona 85701 Attn: Lewis D. Schorr 100247746_11 6 Marana Regular Council Meeting 08/01/2017 Page 134 of 343 If to DRH: D. R. Horton, Inc. 3580 West Ina Road, Suite 100 Tucson,Arizona 85741 Attn: Brent Davis, Division President With copies to: Fennemore Craig, P.C. 2394 East Camelback Road, Suite 600 Phoenix,Arizona 85016 Attn: Gregg Hanks and D. R. Horton, Inc. 20410 North 19th Avenue, Suite 100 Phoenix,Arizona 85027 Attn: Robert E. Coltin,Vice President and Counsel If to Town: Town of Marana 11555 West Civic Center Drive Marana, Arizona 85653 Attn: Town Manager With a copy to: Town of Marana 11555 West Civic Center Drive,A3 Marana, Arizona 85653 Attn: Town Attorney 18. Recitals and Exhibits. The parties acknowledge and agree that the recitals set forth above are true and correct. All such recitals and all exhibits attached hereto and referenced herein are incorporated herein by this reference. {Signatures appear on following pages} 100247746_11 7 Marana Regular Council Meeting 08/01/2017 Page 135 of 343 IN WITNESS WHEREOF, the parties have executed this Agreement by their duly authorized representatives. CALPORTLAND COMPANY, a California corporation By: Name: Title: Date: D.R.HORTON,INC.,a Delaware corporation By: Name: Title: Date: TOWN OF MARANA, an Arizona municipal corporation By: Name: Title: Date: Attest: Approved as to form: Marana Town Clerk Marana Town Attorney Printed Name: Printed Name: 100247746_11 8 Marana Regular Council Meeting 08/01/2017 Page 136 of 343 EXHIBIT A CORRECTIVE WORK AND WORK DESCRIPTION Location Corrective Work Work Description East Wall STA Inadequate top-of-footing Install fill per ADOT detail 03+48* depth (reference Table A for locations required) East Wall STA Small hole on east side Repair 05+00 East Wall STA Small cracks in CMU Repair(point up crack with 05+12* repair mortar) East Wall STA Cracks near top-of-wall step Repair(remove block as 05+55 required for proper repair) East Wall STA Wall is 10" short in height Repair/build per ADOT detail 05+50 East Wall STA Cracks near top-of-wall step Repair(remove block as 09+50 required for proper repair) East Wall STA Cracks near top-of-wall step Repair(remove block as 12+85 required for proper repair) East Wall STA Mortar void and small crack Repair(point up crack& 14+18 mortar void with repair mortar) East Wall STA Small holes in block(west Repair 14+85 side) East Wall STA Cracks near top-of-wall step Repair(point up crack with 17+92 repair mortar) East Wall STA Fist-sized hole through wall Repair 25+57 East Wall STA Crack in wall Repair(remove block as 29+72 required for proper repair) East Wall STA Small crack near MCJ Repair(point up crack with 29+95 repair mortar) East Wall STA Cracks near top-of-wall step Repair(remove block as 35+58 required for proper repair) East Wall STA 3-inch hole in wall (east side) Repair(remove block as 37+23 required for proper repair) East Wall STA Small holes in block(west Repair 39+90 side) 100247746 11 EXHIBIT A TO SETTLEMENT AGREEMENT AND RELEASE OF CLAIMS PAGE 1 Marana Regular Council Meeting 08/01/2017 Page 137 of 343 Location Corrective Work Work Description East Wall STA Mortar voids in joints Repair 40+00 East Wall STA Site wall settled approx 1/4" in Verify supporting backfill is 41+18 End of Wall, backfill of culvert, small crack properly compacted or remove Beginning of Culvert in wall near top site-wall section and replace on good fill. Do not continue bond beam reinforcement into culvert wall. East Wall STA CMU wall that is supported by Remove 6-inch-CMU from 41+18 to STA 42+00 culvert wing walls and headwall culvert wing walls and On Box Culvert is 6-inch-CMU, not 8-inch- headwall, verify adequate CMU as specified. reinforcement extending from culvert structure, and build CMU wall per construction documents. Do not extend bond beam reinforcement into site CMU walls. East Wall STA Site wall settled approx 2 1/2" in Remove site-wall section(s) 42+00 End of backfill of culvert, top course and replace on good fill. Do not Culvert, Beginning of of CMU separated from wall. continue bond beam Wall MCJ material has slipped from reinforcement into culvert wall. j oint. Replace MCJ. East Wall STA Broken block at MCJ. Repair for remaining wall 42+22 section (north of MCJ) East Wall STA Footing is slightly undermined Compact below footing prior of 47+86 at east side. adding fill on top of footing East Wall STA East-side berm erosion, typical Repair berm per construction 47+86* condition documents. East Wall STA Large cracks near top-of-wall Repair(remove block as 57+96 step required for proper repair) East Wall STA Cap fell from decorative pier Repair 58+72 East Wall STA Wall cracks near MCJ Repair 65+07 East Wall STA Crack in wall Repair(remove block as 68+00 required for proper repair) East Wall STA Substantial erosion of berm Repair berm per construction 68+51 near end of wall documents. 100247746_11 EXHIBIT A TO SETTLEMENT AGREEMENT AND RELEASE OF CLAIMS PAGE 2 Marana Regular Council Meeting 08/01/2017 Page 138 of 343 Location Corrective Work Work Description West Wall STA Approx 15' of wall missing at Install new wall per 25+88 south end. Reference Table B. construction documents or negotiate change. West Wall STA Bullet holes in wall Repair 25+92 West Wall STA Crack in wall Repair 29+81 West Wall STA Debris pile west side of Remove from site 36+00 conveyor(left from wall construction) West Wall STA Large hole in wall, approx 32" Repair(remove block as 38+66 wide x 40" tall, and several required for proper repair) other adjacent holes West Wall STA Site wall settled approx 1 1/4" Remove site-wall section(s) 41+18 End of Wall, in backfill of culvert, small and replace on good fill. Do not Beginning of Culvert crack in wall near top. Last 10' continue bond beam of footing exposed on sides. reinforcement into culvert wall. Crack in soil due to settlement. West Wall STA CMU wall that is supported by Remove 6-inch-CMU from 41+18 to STA 42+00 culvert wing walls and culvert wing walls and On Box Culvert headwall is 6-inch-CMU, not headwall, verify adequate 8-inch-CMU as specified. reinforcement extending from Cracks and bowing of wall culvert structure, and build observed. CMU wall per construction documents. Do not extend bond beam reinforcement into site CMU walls. West Wall STA Site wall settled at least 4" in Remove site-wall section(s) 42+00 End of backfill of culvert, top course and replace on good fill. Do not Culvert, Beginning of of CMU separated from wall. continue bond beam Wall reinforcement into culvert wall. Replace MCJ in new wall section. West Wall STA Large hole in soil adjacent to Replace this section of wall on 42+05 and beneath footing, east side good fill. (be careful) West Wall STA Diagonal crack in wall due to Replace this section of wall on 42+12 settlement. good fill. West Wall STA Several holes in wall Repair(remove block as 42+44 required for proper repair) 100247746_11 EXHIBIT A TO SETTLEMENT AGREEMENT AND RELEASE OF CLAIMS PAGE 3 Marana Regular Council Meeting 08/01/2017 Page 139 of 343 Location Corrective Work Work Description West Wall STA Debris pile west side of Remove from site 49+25 conveyor(left from wall construction) West Wall STA Cracks near top-of-wall step Repair(remove block as 50+09 required for proper repair) West Wall STA Two small holes in wall Repair 51+88 West Wall STA Crack in wall near MCJ Repair 61+26 West Wall STA Cracks near top-of-wall step Repair(remove block as 62+53 required for proper repair) West Wall STA Approx 190' of wall missing at Install new wall per 65+03 north end. Reference Table B. construction documents. Between West Wall Missing gates to allow access Fabricate and install gates as STA 56+55 and through wall for El Paso per plans attached as Appendix 57+07 Natural Gas Co. easement. 1 hereto. Between East Wall Missing gates to allow access Fabricate and install gates as STA 55+77 and through wall for El Paso per plans attached as Appendix 56+29 Natural Gas Co. easement. 1 hereto. *Typical condition - not listed at each occurrence. Perform repairs indicated for all occurrences. 100247746_11 EXHIBIT A TO SETTLEMENT AGREEMENT AND RELEASE OF CLAIMS PAGE 4 Marana Regular Council Meeting 08/01/2017 Page 140 of 343 Appendix 1 to Exhibit A to Settlement Agreement [Attach Plans for Gates] 100247746_11 APPENDIX 1 TO EXHIBIT E TO SETTLEMENT AGREEMENT AND RELEASE OF CLAIMS PAGE 1 Marana Regular Council Meeting 08/01/2017 Page 141 of 343 EXHIBIT B LICENSE AND INDEMNIFICATION AGREEMENT This LICENSE AND INDEMNIFICATION AGREEMENT (the "Agreement") is made and entered into as of , 2017, by and between CALPORTLAND COMPANY, a California corporation ("Licensor"), and D.R. HORTON, INC., a Delaware corporation ("Licensee"). Licensor and Licensee are sometimes hereinafter individually referred to as a"Party," and collectively referred to as the "Parties." RECITALS A. Licensor is the owner of the real property described on Exhibit "A" attached hereto (the "Property"). B. Licensee desires to obtain a license for Licensee and its Representatives (defined below) to enter onto the Property to complete the work described on Exhibit "B" (the "Corrective Work") in accordance with the terms and conditions of this Agreement. C. This Agreement is entered into between the Parties pursuant to the terms of that certain Settlement Agreement and Release of Claims of even date herewith among Licensor, Licensee and the Town of Marana (the "Settlement Agreement"). AGREEMENT NOW, THEREFORE, in consideration of the mutual covenants and agreements hereinafter set forth, and other good and valuable consideration, the receipt and adequacy of which are hereby acknowledged, the Parties agree as follows: 1. Grant of License. Subject to the remaining terms and conditions of this Agreement, Licensor hereby grants to Licensee and its agents, employees, consultants, contractors and subcontractors and their respective employees (collectively, "Representatives") a non-exclusive license to enter on the Property solely to perform the Corrective Work and for no other purpose (the "License"). Licensee is strictly forbidden to use, store, handle, transport, treat or dispose of hazardous materials in, on, from, under or about the Property, except Licensee and its Representatives may handle, or permit to be handled, normal quantities of hazardous materials as customarily required for performance of the Corrective Work, but only in strict compliance with all applicable environmental laws. The term "hazardous materials" is used in its very broadest sense, and refers to materials which because of their quantity, concentration, or physical, chemical, or infectious characteristics may cause or pose a present or potential hazard to human health or the environment when improperly handled, treated, stores, transported, disposed of, or otherwise managed. The term shall include, but not be limited to, all hazardous substances, hazardous materials and hazardous wastes listed by any applicable federal, state or local law, ordinance, statute, rule or regulation. 2. Term of License. This Agreement shall be for a term (the "Term") commencing upon the mutual execution of this Agreement by the Parties (the "License Commencement Date") and shall terminate (the "License Termination") upon the earliest to occur of: 100247746_11 Marana Regular Council Meeting 08/01/2017 Page 142 of 343 (i) Completion (as defined in the Settlement Agreement) of the Corrective Work; (ii) the Outside Date (as defined in the Settlement Agreement); or (iii) Licensee's failure to cure a default under the Settlement Agreement or this Agreement, after taking into account all applicable provisions for notice and cure. Upon the License Termination, Licensee shall immediately vacate the Property and shall cause its Representatives to do the same. Notwithstanding any other provision herein, the provisions of Paragraphs 7 and 8 of this Agreement shall survive the License Termination. Further notwithstanding the foregoing provisions of this Paragraph, Licensee understands that entry onto the Property to conduct the Corrective Work will not be permitted by Licensor, and that no such entry shall occur, except during the hours of 7:00 a.m. to 3:00 p.m., Arizona time, on the following days: Monday through Friday, except federal holidays and Arizona state holidays. 3. Conditions of License. (a) Licensor shall be permitted to observe the performance by Licensee and its Representatives of all Corrective Work on the Property. Licensee and its Representatives shall not be permitted to enter on the Property for purposes of performing the Corrective Work- except orkexcept under the observation of Licensor and except as accompanied by Licensor at all times when on the Property. Licensee shall provide Licensor with at least two (2) business days advance notice of the dates and times on which Licensee or its Representatives will be present on the Property (the "Advance Notice"), and Licensor shall make its personnel available for observation of the Corrective Work at the times designated by Licensor, provided such times are in compliance with the terms of Paragraph 2 above; provided, however, Licensor shall have the right, prior to any date and time specified in an Advance Notice, to advise Licensee in writing that it has elected to waive its right to observe the performance of the Corrective Work on that date and time and to accompany Licensee during the performance of such work on that date and time, in which case upon the dates and times specified in the Advance Notice to which the waiver relates, Licensee and its Representatives shall be entitled to enter the Property for the purpose of performing the Corrective Work in accordance with the other terms of this Agreement unaccompanied by Licensor. The Outside Date shall be extended by one full day for each day or any portion thereof on which Licensee is unable to perform Corrective Work due to the unavailability of a representative of Licensee to observe the Corrective Work unless Licensor has waived its right to observe the Corrective Work as described above. (b) Prior to entry on the Property Licensee and its Representatives will be required to attend Quarry Site Specific Training of approximately an hour conducted by Licensor and shall wear appropriate personal protective equipment, including, without limitation, hardhats, protective glasses and steel-toe boots at all times when on the Property. If Licensee or its Representatives request Quarry Site Specific Training and if it is not made available within one (1) business day of such request, then the Outside Date shall be extended by one full day for each day on which Licensee is unable to perform Corrective Work due to the unavailability of Quarry Site Specific Training. (c) The granting of the License shall have no effect on Licensor's ability to use the Property in any manner, whether before, during or after the Term. 2 100247746_11 Marana Regular Council Meeting 08/01/2017 Page 143 of 343 (d) Notwithstanding anything to the contrary contained herein, in the event of an emergency or other urgent situation reasonably requiring suspension of the License, Licensor may suspend the License as to all or any portion of the Property during the period of time reasonably necessary to address the emergency or other urgent situation. In the event of such suspension, Licensor shall provide Licensee with written notice of such suspension as soon as reasonably possible following the occurrence of the emergency or other urgent situation. The Outside Date shall be extended by one full day for each day or any portion thereof during which Licensor suspends the License, unless such suspension is due to the violation of this Agreement by Licensee. (e) Licensee shall keep any equipment used or brought onto the Property under its or its Representatives' absolute and complete control at all times, and said equipment shall be used on the Property at the sole risk of Licensee. (f) Notwithstanding the foregoing provisions of this Paragraph, although Licensor shall be permitted to observe the performance by Licensee and its Representatives of all Corrective Work on the Property and to accompany Licensee while Licensee or any of its Representatives are present on the Property, such observation and accompaniment shall not make Licensor or any of its Representatives responsible for the manner in which such Corrective Work- is orkis performed or require Licensor or any of its Representatives to supervise the manner in which such Corrective Work by Licensee and its Representatives is performed, it being agreed by the Parties that the performance of the Corrective Work on the Property shall be under the sole control of Licensee and its Representatives and at their sole risk. (g) In performing the Corrective Work, Licensee shall comply, and shall cause its Representatives to comply, with all provisions of the Settlement Agreement and this Agreement relating to the Corrective Work, including Section 3 of the Settlement Agreement. 4. Compliance with Laws. Licensee and its Representatives shall enter upon the Property and perform the Corrective Work in compliance with all applicable federal, state and local laws, ordinances, regulations and requirements. 5. Removal of Equipment and Restoration of the Property. At all times, Licensee and its Representatives shall have present on the Property only such equipment, materials and personnel reasonably necessary for performing the Corrective Work. To the extent that any such equipment, materials or personnel has served or performed its function and its presence is no longer required to perform any Corrective Work that has not yet been completed, such equipment, material or personnel shall be promptly removed from the Property. At such time as the Corrective Work, or any portion thereof, is completed, Licensee shall promptly remove any and all equipment and materials used by Licensee and/or its Representatives in performing the Corrective Work, to the extent the equipment and materials are no longer required to perform any Corrective Work that has not yet been completed. If the Corrective Work disturbs in any manner the physical condition of the Property, except for any change in condition resulting solely from the proper construction of the Corrective Work in accordance with the terms of the Work Description (as defined in the Settlement Agreement), Licensee shall be responsible for restoring the Property to substantially the same condition that existed prior to such disturbance. 3 100247746_11 Marana Regular Council Meeting 08/01/2017 Page 144 of 343 6. Minimum Disturbance and Cooperation with Licensor. Licensee and its Representatives shall perform the Corrective Work with due care and diligence to avoid accident, damage or harm to persons or property and shall not interfere with Licensor's operations on the Property or on any other real property owned by Licensor. Licensee and all Representatives of Licensee who enter upon the Property shall do so at their own risk. Additionally, Licensee acknowledges that it accepts the condition of the Property for purposes of performing the Corrective Work in its present "as is" condition, and Licensee and its Representatives assume all risk of loss resulting from their respective entries upon and performance of Corrective Work upon the Property as provided herein. 7. Liens and Claims. Licensee will not permit any mechanics', materialmen's or other similar liens or claims to stand against the Property for labor or material furnished in connection with the Corrective Work performed by Licensee or its Representatives under this Agreement and hereby irrevocably waives any claim to lien the Property for any reason whatsoever. Nevertheless, if any lien or claim results against the Property by reason of the performance of the Corrective Work or the entry by Licensee or it Representatives onto the Property as contemplated by this Agreement, no later than fifteen days after Licensee receives written notice of any such lien or claim, Licensee shall cause the same to be released and discharged of record. The obligations and liabilities of Licensee under this Paragraph 7 shall survive the License Termination. 8. Insurance; Indemnification. (a) Licensee Insurance. Prior to the entry by Licensee or any of its Representatives onto the Property, Licensee shall, at Licensee's expense, obtain or cause to be obtained and kept in force during the Term a policy of commercial general liability insurance, with limits of liability of $1,000,000 per occurrence and $2,000,000 general aggregate, excess liability/umbrella coverage with a $10,000,000 limit of liability, and business auto liability insurance including all owned, non-owned and hired autos in an amount not less than $1,000,000 per occurrence, combined single limit. Such policies shall be written on an occurrence basis, shall be endorsed to name Licensor and its officers, directors, agents, employees, contractors and affiliates (collectively, the "Licensor Group") as additional insureds and shall contain a waiver of subrogation against Licensor and the Licensor Group. Such insurance shall be primary and not contributing with any insurance maintained by Licensor. Said insurance shall include contractual liability coverage covering Licensee's indemnification obligations under Paragraph 8(c) below. Such insurance shall be issued by a company or companies rated "A-/VIII" or better by A. M. Best Co., in Best's Key Guide. On or prior to the entry by Licensee or its Representatives onto the Property, Licensee shall provide Licensor with copies of certificates of insurance in form and content reasonably acceptable to Licensor evidencing that such insurance has been obtained. (b) Representatives' Insurance. Licensee shall require each of its Representatives with whom Licensee is in direct contract (including, without limitation, Licensee's general contractor) to maintain or be insured under a policy of commercial general liability insurance with limits of liability of at least $1,000,000 per occurrence and $2,000,000 general aggregate, excess liability/umbrella coverage with a $4,000,000 limit of liability, statutory workers' compensation insurance and business auto liability insurance including all 4 100247746_11 Marana Regular Council Meeting 08/01/2017 Page 145 of 343 owned, non-owned and hired autos in an amount not less than $1,000,000 per occurrence, combined single limit. Licensee shall require each of its Representatives with whom Licensee is not in direct contract to maintain or be insured under a policy of commercial general liability insurance with limits of liability of at least $1,000,000 per occurrence and $2,000,000 general aggregate, and to carry statutory workers compensation insurance. Such policies shall be issued by companies acceptable to Licensee, shall be endorsed to name Licensee and the Licensor Group as additional insureds and shall contain a waiver of subrogation against Licensor and the Licensor Group. (c) Indemnity for Entry on Property. Licensee shall indemnify, hold harmless and defend the Licensor Group for, from and against any claims, damages, expenses, losses, liabilities or judgments and all other sums (including costs, expenses and reasonable attorneys' fees in defending the same) (collectively, "Losses/Claims") which the Licensor Group pays or becomes obligated to pay or incurs by reason of any demand, claim or assertion of liability or any claim, action or judgment founded thereon, which arise or are alleged to arise as a result of the entry on the Property by Licensee and/or its Representatives, including, without limitation, the performance of the Corrective Work. (d) Indemnity for Breach of Agreement. Licensee shall indemnify, hold harmless and defend the Licensor Group for, from and against any Losses/Claims which the Licensor Group pays or becomes obligated to pay or incurs by reason of any demand, claim or assertion of liability or any claim, action or judgment founded thereon, which arise or are alleged to arise as a result of the default of Licensee under this Agreement. (e) Survival. The obligations and liabilities under this Paragraph 8 shall survive the License Termination. 9. Remedies. If any Party shall fail to perform any of its obligations hereunder and if such failure is not cured within ten (10) days following written notice from the other Party to this Agreement (or, if the applicable failure is not reasonably susceptible of cure within ten (10) days, the period for cure shall be extended for up to an additional twenty (20) days, so long as the Party commences cure within the original ten-day cure period and thereafter proceeds with the cure with diligence and continuity until the cure is completed), the Party failing to perform its obligations hereunder shall be in default under the terms hereof, and the other Party shall have all rights and remedies available under this Agreement and at law and in equity to redress such default. Any prevailing party in litigation brought to enforce the terms of this Agreement or to remedy a breach hereunder shall be entitled to an award of reasonable attorneys' fees, together with court costs, consistent with A.R.S. § 12-341.01, as awarded by the court. 10. Notices. All notices, demands, requests and other communications provided for herein or otherwise required to be given hereunder shall be given to the following persons: 5 100247746_11 Marana Regular Council Meeting 08/01/2017 Page 146 of 343 For Licensor: CalPortland Company 2025 East Financial Way Glendora, California 91741 Attn: General Counsel Telephone: (626) 852-6200 For Licensee: D.R. Horton, Inc. 3580 W. Ina Road, Suite 100 Tucson, Arizona 85741 Attn: Brent Davis Telephone: (520) 790-6005 The person and the place to which notices are to be given may be changed by either Party by providing written notice to the other. All notices shall be effective upon receipt or refusal of delivery. 11. Licensee Not Agent. Licensee agrees that none of the Corrective Work by it or its Representatives at the Property is being done as an agent, servant or contractor for Licensor. 12. Successors and Assigns; Assignment and Delegation. This Agreement shall be binding upon and inure to the benefit of the Parties' respective affiliates, successors and assigns; provided, however, that Licensee may not assign or otherwise transfer its rights or delegate its duties under this Agreement without the prior written consent of Licensor, which may be withheld in Licensor's sole and absolute discretion. 13. Entire Agreement. This Agreement, together with the Settlement Agreement (which is incorporated herein by this reference), represent the full, complete and entire agreement between the Parties with respect to the subject matter hereof. There are no other understandings, oral or written, related to the subject matter of this Agreement. The Parties acknowledge and agree that the recitals set forth above are true and correct and agree that such recitals and all exhibits attached hereto and referenced herein are incorporated herein by this reference. 14. Amendments. This Agreement may not be changed, modified or amended, in whole or in part, except in writing signed by the Parties. 15. Governing. This Agreement shall be construed, interpreted and governed by and in accordance with the local law of the State of Arizona, without reference to any choice of law rules or policies which may refer the resolution of any dispute arising hereunder to the laws of any other jurisdiction. 16. Counterparts. This Agreement may be executed in identical counterparts and by the exchange of faxed or e-mailed signatures. 6 100247746_11 Marana Regular Council Meeting 08/01/2017 Page 147 of 343 [The remainder of this page is intentionally blank] IN WITNESS WHEREOF, the Parties have executed this Agreement by their duly authorized representatives as of the date first above written. LICENSOR: CALPORTLAND COMPANY, a California corporation By: Name Title: Date: LICENSEE: D.R. HORTON, INC., a Delaware corporation By: Name Title: Date: 7 100247746_11 Marana Regular Council Meeting 08/01/2017 Page 148 of 343 Exhibit "A" Legal Description A 100-foot wide strip in Section 18, Township 12 South, Range 12 East, Gila and Salt River Meridian, Pima County, Arizona A 100.00 foot wide strip of land located in Section 18, Township 12 South, Range 12 East, Gila and Salt River Meridian, as described in Docket 593 at page 381, Pima County, Arizona, said strip of land described as follows: COMMENCING at a 2" Lead Capped Pipe properly marked and monumenting the west one quarter corner of said Section 18; THENCE South 00°08'05" East along the westerly line of said Section 18, a distance of 798.55 feet to the POINT OF BEGINNING; THENCE leaving said westerly line North 38°23'46" East, a distance of 4402.64 feet to a point on the northerly line of said Section 18, from which a 3/4" open pipe monumenting the northerly one quarter corner of said Section 18 bears South 89°45'48" West, a distance of 216.00 feet; THENCE North 89045'48" East, along said northerly line, a distance of 128.01 feet; THENCE leaving said northerly line, South 38023'46" West, a distance of 4608.14 feet to a point on the westerly line of said Section 18, from which a 1 1/2" Lead Capped Pipe monumenting the southwesterly corner of said Section 18 bears South 00008'05" East a distance of 1681.73 feet; THENCE North 00008'05" West along said westerly line, a distance of 160.53 feet to the POINT OF BEGINNING. EXCEPTING THEREFROM the northerly 75.00 feet of said Section 18. Said parcel of land contains 10.12 acres more or less as described. 100247746_11 EXHIBIT"A"TO LICENSE AND INDEMNIFICATION AGREEMENT—PAGE I Marana Regular Council Meeting 08/01/2017 Page 149 of 343 AJ I th at port-J,on o'14'Sect]on 1.8,Town-c h i p 12 S o u th, Ran..m 12 Fast, 0 i I a and S a!t,R I V Cr Mc 6 ,zn,Visa C o urn ty, AH7,o1 ., ma re parzi in, i1 a rl y 'N�ed 'Ic;fol I ow C 0NINEE N CING a t a Le ae-st one qu=r of slquid' scuion Is; T HENCT,al on pr The w esa L iie of sal on 18 t S ou Lh OY 08" 0 5' E.'ast a 6 2 9 3 6 Pett to p-I I n c 1 D6.01 foct n oTth 1.;,-ezt of and paraUcl to tha ncrthwest Ent a f U14 Q u Road as mcordcd in D ock et 5 9 3 at Page 3,S1 wi d tfic POLNT OF REGVIZL �G: T IEENCE al(nn 7,swid pw-�Ir,11,i no.No�rth 3 9123* 46"'Eas t z di of 40 E,8,7 4 fee t to a s fz�t s o 75. H 'd 8 ti o fl 18,; nc 03 �u o.�i L)LF-a 11 o e n nd paral thctfth,1.,t:t:: of m Ce TEUNCE along sai d parallcl [i rw, or 89'45,' 48"' a.dista,-ict; Cf 135-73 fit to dw T-K)rffi-wcs+L hnm.. of be, Quyry Ro-A; T SCE a id i tofthwcst Ent South 38' 2)3" 46"' Wc*x 4&-s'-ancCe of 4306,63 fcx,-t to t -)pc y marked and said west 1int uf'S�ct ,i ian 18 to wh ,c:h -a I 1h"'Lzad Capped'Ripe prL 1 m ori ume n 6nE,the S cuLhwest c crner of%'�'d fi on 1,8 bcars,S outh 00' 08' 0 5"'1,---szt�.a di,q tar,c e a IF 12 41.21 S fec%r: "'MIEN CE- alf, said Enc N."ciiii 6D" 08" 05'"West Pa dJ=Lncc of 170.'pell f7c,4- t m t PO LN7 0 F 13 EG NNIN G Sm'd P,zrc-.^-11 czntains 112 eurcs mom oT I r�'z- par.,41 .2 To th,tz- 0j&t p,o itj an of S C=`On 18,To washi p 12 Soaf,Ran,, e 12 East., G i I a and S al's'.River M.-ri%-A an, -Pl-mia C o un ty, krizomzzi y descTi bed as fol I ows C UNSEENCLNG at a 2"'Lzad Caprd Pipe pru'pcd y=arkcA monumenting th o w�*t an e q awlzr of s3id,Secti on IS: TffF,N CF RJ rm z i,h.&- wc-st I i m of skd Secq d'on 19 1 S outh 00'C 8' 05'"IF-am a di star=0 f 9 5 9'.1,0 fec 1,1 o the sautbe-wt'ilnc of th-wo Query Road as dr-scribed inT-Xxk.ct 5,93 iat Pag 381 and the POLNT OF BEGINNING; 10024774611 EXHIBIT"A"To LICENSE AND INDEMNIFICATION AGREEMENT-PAGE 2 Marana Regular Council Meeting 08/01/2017 Page 150 of 343 'T1 EENCE a I said ,souhcast I i,rve o f Qu,arry Road N.-Orill 3 E 0 73" 4,6"Ea3t a cbst-ancz 0 f 4 ,%A L 0 1,1 feet rZj�,a ring"1" r00 fec t sc,"#.h o'an d p-,ral 1:21 t L-�tN-,Ti crth I i r,c of&W'd Secti o n 19- T1,JENCE along saj d,pamile I line Nom S 91 4-5 4,8 Lt f 1'3'5,7 3, fc a to a li"m! Ify"03 fecwt scuthew, t Of aT.d paral.'e I to Bald sc u ast Ir e c,'L's,,:3'-d R azad. THF aj, t 23'K 23 .6, .,N(."E aloe ID- s -d Para]I r,I I I n a S out 46"Wtst a d i scance c-1 4 30.02 f t c szid hr� of IS to NAhick a I th" 1,z ad C a p pc d pipe prc perl y zn d m on wm,P.-ntin g the S o u th%;,,es:1 corner of mi'd S"CILC(.'O,-1 19 bcau-s Sari i h 00' 0 S' 05"'Ent, n distanct of 1511.51 fes; .,NCE along said w n t h ne Nc�i-th 00" 08' 05 a di s tai c c of 1,7 0-2 1 feft to the POINT OF REGrCN-riG 3 X'd.p a,rrr-I c c.n t a in� I I,0 4 awe, m°o m io-r I c sz 10024774611 EXHIBIT"A"To LICENSE AND INDEMNIFICATION AGREEMENT-PAGE 3 Marana Regular Council Meeting 08/01/2017 Page 151 of 343 Exhibit "B" Corrective Work Location Corrective Work Work Description East Wall STA Inadequate top-of-footing Install fill per ADOT detail 03+48* depth (reference Table A for locations required) East Wall STA Small hole on east side Repair 05+00 East Wall STA Small cracks in CMU Repair(point up crack with 05+12* repair mortar) East Wall STA Cracks near top-of-wall step Repair(remove block as 05+55 required for proper repair) East Wall STA Wall is 10" short in height Repair/build per ADOT detail 05+50 East Wall STA Cracks near top-of-wall step Repair(remove block as 09+50 required for proper repair) East Wall STA Cracks near top-of-wall step Repair(remove block as 12+85 required for proper repair) East Wall STA Mortar void and small crack Repair(point up crack& 14+18 mortar void with repair mortar) East Wall STA Small holes in block(west Repair 14+85 side) East Wall STA Cracks near top-of-wall step Repair(point up crack with 17+92 repair mortar) East Wall STA Fist-sized hole through wall Repair 25+57 East Wall STA Crack in wall Repair(remove block as 29+72 required for proper repair) East Wall STA Small crack near MCJ Repair(point up crack with 29+95 rep air mortar) East Wall STA Cracks near top-of-wall step Repair(remove block as 35+58 required for proper repair) East Wall STA 3-inch hole in wall (east side) Repair(remove block as 37+23 required for proper repair) 100247746_11 EXHIBIT"B"TO LICENSE AND INDEMNIFICATION AGREEMENT—PAGE I Marana Regular Council Meeting 08/01/2017 Page 152 of 343 Location Corrective Work Work Description East Wall STA Small holes in block(west Repair 39+90 side) East Wall STA Mortar voids in joints Repair 40+00 East Wall STA Site wall settled approx 1/4" in Verify supporting backfill is 41+18 End of Wall, backfill of culvert, small crack properly compacted or remove Beginning of Culvert in wall near top site-wall section and replace on good fill. Do not continue bond beam reinforcement into culvert wall. East Wall STA CMU wall that is supported by Remove 6-inch-CMU from 41+18 to STA 42+00 culvert wing walls and headwall culvert wing walls and On Box Culvert is 6-inch-CMU, not 8-inch- headwall, verify adequate CMU as specified. reinforcement extending from culvert structure, and build CMU wall per construction documents. Do not extend bond beam reinforcement into site CMU walls. East Wall STA Site wall settled approx 2 1/2" in Remove site-wall section(s) 42+00 End of backfill of culvert, top course and replace on good fill. Do not Culvert, Beginning of of CMU separated from wall. continue bond beam Wall MCJ material has slipped from reinforcement into culvert wall. j oint. Replace MCJ. East Wall STA Broken block at MCJ. Repair for remaining wall 42+22 section (north of MCJ) East Wall STA Footing is slightly undermined Compact below footing prior of 47+86 at east side. adding fill on top of footing East Wall STA East-side berm erosion, typical Repair berm per construction 47+86* condition documents. East Wall STA Large cracks near top-of-wall Repair(remove block as 57+96 step required for proper repair) East Wall STA Cap fell from decorative pier Repair 58+72 East Wall STA Wall cracks near MCJ Repair 65+07 East Wall STA Crack in wall Repair(remove block as 68+00 required for proper repair) 100247746_11 EXHIBIT"B"TO LICENSE AND INDEMNIFICATION AGREEMENT—PAGE 2 Marana Regular Council Meeting 08/01/2017 Page 153 of 343 Location Corrective Work Work Description East Wall STA Substantial erosion of berm Repair berm per construction 68+51 near end of wall documents. West Wall STA Approx 15' of wall missing at Install new wall per 25+88 south end. Reference Table B. construction documents or negotiate change. West Wall STA Bullet holes in wall Repair 25+92 West Wall STA Crack in wall Repair 29+81 West Wall STA Debris pile west side of Remove from site 36+00 conveyor(left from wall construction) West Wall STA Large hole in wall, approx 32" Repair(remove block as 38+66 wide x 40" tall, and several required for proper repair) other adjacent holes West Wall STA Site wall settled approx 1 1/4" Remove site-wall section(s) 41+18 End of Wall, in backfill of culvert, small and replace on good fill. Do not Beginning of Culvert crack in wall near top. Last 10' continue bond beam of footing exposed on sides. reinforcement into culvert wall. Crack in soil due to settlement. West Wall STA CMU wall that is supported by Remove 6-inch-CMU from 41+18 to STA 42+00 culvert wing walls and culvert wing walls and On Box Culvert headwall is 6-inch-CMU, not headwall, verify adequate 8-inch-CMU as specified. reinforcement extending from Cracks and bowing of wall culvert structure, and build observed. CMU wall per construction documents. Do not extend bond beam reinforcement into site CMU walls. West Wall STA Site wall settled at least 4" in Remove site-wall section(s) 42+00 End of backfill of culvert, top course and replace on good fill. Do not Culvert, Beginning of of CMU separated from wall. continue bond beam Wall reinforcement into culvert wall. Replace MCJ in new wall section. West Wall STA Large hole in soil adjacent to Replace this section of wall on 42+05 and beneath footing, east side good fill. (be careful) West Wall STA Diagonal crack in wall due to Replace this section of wall on 42+12 settlement. good fill. 100247746_11 EXHIBIT"B"TO LICENSE AND INDEMNIFICATION AGREEMENT—PAGE 3 Marana Regular Council Meeting 08/01/2017 Page 154 of 343 Location Corrective Work Work Description West Wall STA Several holes in wall Repair(remove block as 42+44 required for proper repair) West Wall STA Debris pile west side of Remove from site 49+25 conveyor(left from wall construction) West Wall STA Cracks near top-of-wall step Repair(remove block as 50+09 required for proper repair) West Wall STA Two small holes in wall Repair 51+88 West Wall STA Crack in wall near MCJ Repair 61+26 West Wall STA Cracks near top-of-wall step Repair(remove block as 62+53 required for proper repair) West Wall STA Approx 190' of wall missing at Install new wall per 65+03 north end. Reference Table B. construction documents. Between West Wall Missing gates to allow access Fabricate and install gates as STA 56+55 and through wall for El Paso per plans attached as Appendix 57+07 Natural Gas Co. easement. 1 hereto. Between East Wall Missing gates to allow access Fabricate and install gates as STA 55+77 and through wall for El Paso per plans attached as Appendix 56+29 Natural Gas Co. easement. 1 hereto. *Typical condition - not listed at each occurrence. Perform repairs indicated for all occurrences. 100247746_11 EXHIBIT"B"TO LICENSE AND INDEMNIFICATION AGREEMENT—PAGE 4 Marana Regular Council Meeting 08/01/2017 Page 155 of 343 Appendix 1 to Exhibit "B" to License and Indemnification Agreement [Attach Plans for Gates] 100247746_11 EXHIBIT B TO SETTLEMENT AGREEMENT AND RELEASE OF CLAIMS PAGE 1 Marana Regular Council Meeting 08/01/2017 Page 156 of 343 EXHIBIT C STRUCTURAL CONCEPTS INC. CONFIRMATION 2017 Town of Marana CalPortland Company Attn: Town Manager Attn: General Counsel 11555 West Civic Center Drive 2025 East Financial Way, Suite 200 Marana, Arizona 85653 Glendora, California 91741-4692 RE: Confirmation of Completion of Corrective Work Saguaro Bloom/Ca/Portland Infrastructure Settlement Agreement and Release of Claims dated as of , 2017, among Ca/Portland Company ("Cafflortland'), D. R. Horton, Inc. and Town of Manana ("Town'), (the "Settlement Agreement') Dear Sir or Madam: Structural Concepts, Inc. has reviewed the description of the Corrective Work and the Work Description contained on Exhibit A to the Settlement Agreement. Structural Concepts, Inc. has inspected the status of the Corrective Work as of , 2017 (the "Inspection Date"). Based upon our periodic inspections and to the best of my knowledge, it is my judgment that the inspected Corrective Work was performed substantially in compliance with the Work Description. A guarantee that the contractor has fulfilled the obligations of his contract is neither intended nor implied. This confirmation is based on our visual inspections of the Corrective Work as of the Inspection Date. Sincerely, Structural Concepts, Inc. George R. Stevenson, Jr., P.E., S.E., SECB Structural Engineer [ADD STAMP OF PROFESSIONAL ENGINEER] cc: Renee Benjamin, Esq. (via e-mail to rbenjaminkcalportland.com) Frank Cassidy, Esq. (via e-mail to fcassidygmaranaaz.gov) Robert E. Coltin, Esq. (via e-mail rcoltinkdrhorton.com) Gregg Hanks, Esq. (via e-mail ghankskfclaw.com) Lewis D. Schorr, Esq. (via e-mail to lschorrklrrc.com) 100247746_11 EXHIBIT C TO SETTLEMENT AGREEMENT AND RELEASE OF CLAIMS PAGE 1 Marana Regular Council Meeting 08/01/2017 Page 157 of 343 EXHIBIT D TOWN ACCEPTANCE LETTER 2017 CalPortland Company Attn: General Counsel 2025 East Financial Way, Suite 200 Glendora, California 91741-4692 RE: Completion of Corrective Work Settlement Agreement and Release of Claims dated as of 2017, among CalPortland Company, D. R. Horton, Inc. and Town of Marana (the "Settlement Agreement') Dear Sir or Madam: This letter is written pursuant to Section 3.5 of the above-referenced Settlement Agreement and constitutes the acknowledgment by the Town of Marana that: (i) the Corrective Work (as defined in the Settlement Agreement) has been inspected by the Town and has been found to comply with all applicable permits issued by the Town with respect to the Corrective Work, (ii) the Corrective Work has been completed substantially in accordance with the Work Description (as defined in the Settlement Agreement), and (iii) the Corrective Work is in compliance with all applicable Town codes and ordinances, requiring no additional Town inspections or approvals before the Corrective Work can be used for the purposes for which it is intended. Sincerely, Marana Code Enforcement Official cc: Renee Benjamin, Esq. (via e-mail to rbenjamin ckcalportland.com) Frank Cassidy, Esq. (via e-mail to fcassidykmaranaaz.gov) Robert E. Coltin, Esq. (via e-mail rcoltin ckdrhorton.com) Gregg Hanks, Esq. (via e-mail ghankskfclaw.com) Lewis D. Schorr, Esq. (via e-mail to lschorrklrrc.com) 100247746_11 EXHIBIT D TO SETTLEMENT AGREEMENT AND RELEASE OF CLAIM PAGE 1 Marana Regular Council Meeting 08/01/2017 Page 158 of 343 EXHIBIT E DRH CERTIFICATION THIS CERTIFICATION REGARDING CORRECTIVE WORK (the "Certification") is made as of , 201 , by D. R. NORTON, INC., a Delaware corporation ("DRH"), for the benefit of CALPORTLAND COMPANY, a California corporation ("CalPortland"), and TOWN OF MARANA, an Arizona municipal corporation ("Town", and collectively with CalPortland, the "Benefitted Parties"). RECITALS A. DRH, CalPortland and Town are parties to that certain Settlement Agreement and Release of Claims dated as of , 2017 (the "Settlement Agreement"). B. DRH is required to deliver this Certification to the Benefitted Parties pursuant to the terms of Section 3.5 of the Settlement Agreement. AGREEMENT NOW, THEREFORE, for good and valuable consideration, DRH hereby agrees as follows: 1. Completion of Corrective Work. DRH hereby certifies, represents and warrants to the Benefitted Parties as follows: 1.1. Listing of Providers. Schedule 1.1 attached hereto contains a complete listing of all contractors, subcontractors, materialmen and other providers of services to whose work, material or services lien rights attach under applicable law who have performed any portion of the Corrective Work, provided materials incorporated into the Corrective Work or provided services in connection with the Corrective Work(the "Listed Providers"). 1.2. Payment in Full. DRH has paid all of the Listed Providers in full in connection with the Corrective Work. 1.3. Lien Waivers. Attached hereto as Schedule 1.3 are final and unconditional lien waivers executed by all of the Listed Providers with respect to the Corrective Work. 1.4. Completion. The Corrective Work has been completed substantially in accordance with the Work Description. 2. Intended Third-Party Beneficiaries. DRH acknowledges and agrees that the Benefitted Parties are intended third-party beneficiaries of this Certification, that the Benefitted Parties have the right to rely upon all certifications, representations and warranties and agreements contained in this Certification and that this Certification may not be amended without the written consent of both Benefitted Parties. 100247746_11 EXHIBIT E TO SETTLEMENT AGREEMENT AND RELEASE OF CLAIMS PAGE 1 Marana Regular Council Meeting 08/01/2017 Page 159 of 343 3. Recitals; Schedules; Definitions; Counterparts. The recitals set forth above are acknowledged by DRH to be true and are incorporated herein by this reference. All schedules attached hereto and referenced herein are incorporated herein by this reference. All capitalized terms used herein, if not defined herein, shall have the same meanings ascribed to them in the Settlement Agreement. This Certification may be executed by the use of faxed or e-mailed signatures. 4. Attorneys' Fees and Costs. In the event of legal action to enforce this Certification, the prevailing party(ies) shall be entitled to its reasonable attorneys' fees and costs; provided, however, in no event shall the provisions of A.R.S. § 12-341.01 be utilized to determine which party(ies) under this Agreement is the "prevailing" party(ies) and which party(ies) under this Agreement is the non-prevailing party(ies). 5. Governing Law. This Agreement shall be governed, constructed and enforced in all respects under the laws of the State of Arizona. 6. Remedies. The representations, warranties and certifications of DRH hereunder shall survive the date of this Certification. Any breach of DRH's representations, warranties or certifications hereunder shall entitle the Benefitted Parties to all rights and remedies at law or in equity. IN WITNESS WHEREOF, DRH has executed this Certification by its duly authorized representative. D.R.HORTON,INC.,a Delaware corporation By: Name: Title: Date: 100247746_11 EXHIBIT E TO SETTLEMENT AGREEMENT AND RELEASE OF CLAIMS PAGE 2 Marana Regular Council Meeting 08/01/2017 Page 160 of 343 SCHEDULE 1.1 TO CERTIFICATION LISTED PROVIDERS 100247746_11 SCHEDULE 1.1 TO EXHIBIT E TO SETTLEMENT AGREEMENT AND RELEASE OF CLAIMS Marana Regular Council Meeting 08/01/2017 Page 161 of 343 SCHEDULE 1.3 TO CERTIFICATION LIEN WAIVERS 100247746_11 SCHEDULE 1.3 TO EXHIBIT E TO SETTLEMENT AGREEMENT AND RELEASE OF CLAIMS Marana Regular Council Meeting 08/01/2017 Page 162 of 343 EXHIBIT F NEW EASEMENT AGREEMENT When recorded, mail to: Lewis D. Schorr Lewis Roca Rothgerber Christie LLP One South Church Avenue, Suite 700 Tucson, Arizona 85701 EASEMENT AGREEMENT THIS EASEMENT AGREEMENT (the "Agreement") is entered into as of this day of , 2017, between CALPORTLAND COMPANY, a California corporation, ("Grantor"), and TowN OF MARANA, an Arizona municipal corporation ("Grantee" or "Town"). RECITALS A. Grantor is the owner of certain real property, located partly within the municipal boundaries of the Town and partly within unincorporated Pima County, Arizona, upon which Grantor operates a mechanized conveyor and haul road for large commercial vehicles (the "Conveyor and Quarry Road Property"). B. Grantor is also the owner of certain real property, located within the municipal boundaries of the Town and adjacent to the Conveyor and Quarry Road Property (the "Buffer Parcels"). The Conveyor and Quarry Road Property and the Buffer Parcels are collectively referred to herein as the "CalPortland Property". C. Grantor's predecessor by merger, Arizona Portland Cement Company, an Arizona corporation, previously entered into an Easement Agreement dated December 31, 2003, recorded December 31, 2003 at Docket 12208, Page 1975, Official Records of Pima County, Arizona ("Official Records"), as amended by that certain First Amendment to Easement Agreement, Assignment and Consent to Assignment dated as of October 27, 2005, recorded October 27, 2005 at Docket 12668, Page 759, Official Records, and as further amended by that certain Second Amendment to Easement Agreement dated as of January 18, 2007, recorded January 18, 2007 at Docket 12973, Page 1014, Official Records (collectively, the "Original Easement Agreement"). D. Grantor executed and caused to be recorded that certain Notice of Termination of Easement Agreement, recorded May 21, 2008 at Docket 13311, Page 609, Official Records, by which Grantor declared the Original Easement Agreement to have automatically terminated pursuant to the terms of the Original Easement Agreement (the "Notice of Termination"). 100247746_11 Marana Regular Council Meeting 08/01/2017 Page 163 of 343 E. The provisions of the Original Easement Agreement benefitted that certain residential development commonly known as Saguaro Bloom (the "Development Property"), which Development Property is legally described and depicted on Exhibit A attached hereto and which Development Property is located adjacent to and on both sides of the CalPortland Property. F. Prior to the execution of this Agreement, Grantor, Grantee and the current developer of the Development Property, D. R. Horton, Inc. ("DRH"), have entered into a separate written agreement settling certain disputes between the Grantor and DRH with respect to the termination of the Original Easement Agreement and other related disputes. As part of that settlement, Grantor has agreed to enter into this Agreement with Town whereby the Town will acquire an easement to allow for the use and continuous maintenance and repair of certain existing drainage and utilities facilities (collectively, the "Facilities") that have been previously constructed upon, through and under that portion of the CalPortland Property legally described and depicted on Exhibit B attached hereto (the "Facilities Easement Parcel"). The utilities comprising the Facilities currently include or may in the future include water, sewer, electric, telephone, gas, cable and data transmission. AGREEMENT Article 1. Drainage and Utilities Easement Grantor hereby grants to Grantee, a perpetual, non-exclusive easement in gross upon, through and under the Facilities Easement Parcel (the "Easement") solely for the purpose of allowing for the use, maintenance, repair and, if applicable, replacement of the Facilities. Grantee, at Grantee's sole cost and expense, may make reasonable modifications and upgrades to the Facilities from time to time, subject to Grantor's approval, which shall not be unreasonably withheld. It is specifically agreed by Grantee that it shall be reasonable for Grantor to withhold its consent to any future proposed modification or upgrade to the Facilities if such would: (i) adversely affect the structural support for the conveyor and haul road located on the Conveyor and Quarry Road Property; or (ii) materially and adversely interfere with Grantor's operations on the Conveyor and Quarry Road Property; or (iii) allow for any change or expansion of the use of the Facilities other than solely for drainage and utilities purposes. In no event whatsoever shall any upgrades or modifications be allowed to the Facilities that would allow for the Facilities to be used for any form of pedestrian, equestrian, or vehicular access. The Easement is an easement in gross and is not appurtenant to any property. From time to time, the Town may determine which properties will benefit from the drainage-related improvements forming a portion of the Facilities (the "Drainage Improvements"). Additionally, the Town may from time to time determine which properties may benefit from the utilities-related improvements forming a part of the Facilities (the "Utilities Improvements"). The properties determined by the Town from time to time to be benefitted from the Facilities are hereinafter referred to as the "Benefitted Properties"; provided, however, in all events the Development Property shall always be deemed one of the Benefitted Properties. Notwithstanding the foregoing to the contrary, however, in no event shall the Town allow use of the Facilities to any extent that would result in the overburdening of either the Drainage Improvements or the Utilities Improvements beyond the capacities for which such were designed, and if such overburdening results, whether by reason of the actions of the owners or users of a Benefitted Property, or otherwise, the Town, at its sole cost, shall take immediate action to cause such overburdening to cease. 100247746_11 2 Marana Regular Council Meeting 08/01/2017 Page 164 of 343 Article 2. Maintenance Grantee, at its sole cost and expense, shall be responsible for all costs and expenses associated with the use, continuous maintenance, repair, and, if applicable, replacement, modification, or upgrade of the Facilities. Grantee agrees to perpetually maintain and repair the Facilities in good operating condition, at its own cost and expense, and to do so in such a manner so as not to allow any mechanics', materialmen's or other liens arising from Grantee's maintenance, repair, replacement, modification or upgrade of the Facilities to burden the CalPortland Property. If any such lien arises, whether or not the claim of lien is proper, the Town shall cause such to be removed or bonded over of record within fifteen (15) days following demand by Grantor. Grantee agrees that the Facilities are and shall remain the sole property of Grantor, except that Grantee, or, if designated by Grantee, the applicable utility providers, shall own the actual pipes, lines, cables, wiring, conduit, or similar utilities conveyance equipment (but not any structural components of the Facilities) used to provide the utility services permitted under this Agreement and, without in any way affecting Grantee's obligations hereunder, shall be entitled to repair, maintain, replace, modify and upgrade the Utilities Improvements, but only in accordance with the terms of Article 1. Article 3. No Interference Grantee shall not in any way whatsoever interfere with the ability of the Grantor to continuously conduct its operations on the CalPortland Property in the manner currently conducted or as conducted in the past. By its execution of this Agreement, Grantee acknowledges and agrees that any interference with the operations of Grantor with respect to the CalPortland Property caused by Grantee or any agents or contractors of Grantee will cause Grantor significant damage and injury, for which Grantee will be liable. Article 4. Insurance; Indemnity Grantee shall cause to be maintained in full force and effect, at Grantee's sole cost and expense, a policy of commercial general liability insurance written on a claims-made or occurrence basis and naming Grantor and its officers, directors, agents, employees, contractors and affiliates (collectively, the "Grantor Parties") as additional insureds thereunder, insuring against any liability arising out of the use, repair, maintenance, modification, upgrade, or replacement of the Facilities (the "Required Insurance"). The Required Insurance shall be primary and not contributing with any insurance maintained by Grantor, shall have a combined single limit of liability of at least $15,000,000.00, shall not exclude explosion, collapse and underground coverage (sometimes referred to as "X,C and U coverage"), and shall not contain a deductible or self-insured retention exceeding $100,000.00. In the event the Town ever increases the limits of its commercial general liability insurance coverage with respect to any risk for which the Town obtains insurance, the amount of insurance coverage for the Required Insurance shall automatically and simultaneously increase by the same amount without request or demand by Grantor. 100247746_11 3 Marana Regular Council Meeting 08/01/2017 Page 165 of 343 Except as specifically set forth below with respect to the Risk Pool Coverage (as defined below), the Required Insurance shall be issued by a company rated "A-XII" or better by AM Best Co. in Best's Key Guide. Except with respect to any Risk Pool Coverage, Grantee shall deliver to Grantor within five (5) business days following written request: (i) copies of the insurance policy(ies) evidencing the Required Insurance; (ii) a certificate(s) evidencing the existence and amount of the Required Insurance indicating that the Grantor Parties have been named additional insureds thereunder and that such policy(ies) cannot be cancelled without thirty (30) days advance written notice by the insurer to Grantor (ten (10) days in the event of non- payment of premium); and (iii) additional insured endorsement(s) evidencing the required additional insured status of the Grantor Parties. With respect to any Risk Pool Coverage, Grantee shall deliver to Grantor within five (5) business days following written request: (i) a certificate(s) evidencing the existence and amount of such Risk Pool Coverage indicating that the Grantor Parties have been named as additional insureds thereunder, and (ii) additional insured endorsement(s) evidencing the required additional insured status of the Grantor Parties under the Risk Pool Coverage. Grantee shall provide Grantor with written notice at least thirty (30) days in advance of any cancellation of the Risk Pool Coverage. Grantee may maintain a portion of the Required Insurance under this Article by a so- called umbrella policy or policies and may maintain no more than $2,000,000.00 of such Required Insurance through the Arizona Municipal Risk Retention Pool (the "Risk Pool Coverage"). Grantee hereby agrees to indemnify, defend and hold the Grantor Parties harmless from and against any and all claims, loss, cost, liability, expense or damage (including, without limitation, reasonable attorneys' fees) arising out of or in connection with: (i) the use of the Facilities Easement Parcel by Grantee or any of its agents; (ii) any breach of this Agreement by Grantee; (iii) any occurrence that would be covered by the Required Insurance (including the Risk Pool Coverage, if obtained); and (iv) any other occurrence upon or from the Facilities Easement Parcel during the period this Agreement remains in effect (except those arising solely from the actions of Grantor or its agents). The obligations of Grantee set forth in this grammatical paragraph shall survive the termination of this Agreement. Article 5. Compliance with Laws Grantee covenants that at all times throughout the term of this Agreement all activities undertaken by Grantee and its agents and contractors will be in compliance with all laws, ordinances, rules and regulations of any governmental entity having jurisdiction over the Facilities Easement Parcel or the activities of Grantee, its agents or its contractors on such parcel. Article 6. Remedies Each party hereto shall be entitled to all remedies at law or in equity, including, without limitation, specific performance and injunctive relief, to enforce the provisions hereof or to remedy any breach hereunder. Without in any way limiting the preceding sentence, upon a breach hereunder by Grantee, Grantor may, but shall not be obligated to, take self-help measures to cure such breach including, without limitation, performing or causing to be performed the 100247746_11 4 Marana Regular Council Meeting 08/01/2017 Page 166 of 343 obligations that were required to be performed by Grantee hereunder; provided, however, except in the case of an emergency or other urgent situation reasonably requiring immediate action, Grantor shall provide Grantee at least three (3) days' notice prior to utilizing its self-help remedy hereunder. In the event Grantor uses self-help to cure any breach by Grantee hereunder, any amounts paid or incurred by Grantor in doing so shall be reimbursed to Grantor by Grantee within thirty (30) days after written demand therefor, and such amounts not timely reimbursed to Grantor shall bear interest at the then current prime interest rate published by the Wall Street Journal plus five percent (5%) per annum until reimbursed in full; provided, however, if the Wall Sheet Journal no longer publishes a prime rate, then the prime rate referred to above shall be an equivalent rate established by a financial institution or financial publication reasonably designated by Grantor. Any prevailing party in litigation brought to enforce the terms of this Agreement or to remedy a breach hereunder shall be entitled to an award of reasonable attorneys' fees, together with court costs, consistent with A.R.S. § 12-341.01, as awarded by the court. Article 7. No Assignment or Delegation; No Third-Party Beneficiaries The Town shall not have the right to assign any of its rights under this Agreement or to delegate any of its duties under this Agreement, and any such attempted assignment or delegation shall be void ab initio and constitute an immediate default under the terms of this Agreement; provided, however, the Town's determination that certain properties will be Benefited Properties, as described in Article 1, shall not be deemed an assignment of the Town's rights hereunder. Although the terms of this Agreement may incidentally benefit the owners and users of the Benefitted Properties, neither the owners of such Benefitted Properties nor any other person or entity having any interest in such Benefitted Properties nor any other person or entity whomsoever shall be deemed a party to this Agreement or, except as specifically set forth in Article 8 below with respect to DRH, an intended third-party beneficiary of this Agreement, it being the intention of CalPortland and the Town that this Agreement may only be enforced by CalPortland (or its successor in title, if applicable) or the Town and by no other person or entity or users, except as specifically set forth in Article 8 below with respect to DRH and then only to the extent described in Article 8. Article 8. Amendment This Agreement may not be revoked or amended unless such is evidenced by a writing executed by Grantor and Grantee and recorded in the Official Records. Notwithstanding the foregoing, no amendment to this Agreement that would cause the Development Property to cease to be a Benefited Property shall be effective, unless such amendment is signed by DRH. DRH is an intended and express third-party beneficiary of the immediately preceding sentence. Article 9. Construction This Agreement shall be interpreted according to Arizona law, and shall be construed as a whole and in accordance with its fair meaning and without regard to, or taking into account, any 100247746_11 5 Marana Regular Council Meeting 08/01/2017 Page 167 of 343 presumption or other rule of law requiring construction against the party preparing this Agreement or any part hereof. Article 10. Entire Agreement This Agreement constitutes the entire Agreement between the parties pertaining to the subject matter contained in this Agreement. Article 11. Recitals and Exhibits Incorporated The Recitals set forth above and the exhibits referenced herein and attached hereto are incorporated herein by this reference. Article 12. Notices All notices required or permitted to be given under this Agreement shall be in writing and shall be given personal delivery, recognized overnight courier service, or by deposit in the United States mail, certified mail, return receipt requested, postage prepaid, addressed to CalPortland and the Town at the addresses set forth below or at such other address as a party may designate by notice similarly given. Notice shall be deemed given and received on the date on which the notice is actually received, whether notice is given by personal delivery, overnight courier or by mail. If to CalPortland: CalPortland Company 2025 East Financial Way, Suite 200 Glendora, California 91741-4692 Attn: General Counsel With a copy to: Lewis Roca Rothgerber Christie LLP One South Church Avenue, Suite 700 Tucson,Arizona 85701 Attn: Lewis D. Schorr If to Town: Town of Marana 11555 West Civic Center Drive Marana, Arizona 85653 Attn: Town Manager 100247746_11 6 Marana Regular Council Meeting 08/01/2017 Page 168 of 343 With a copy to: Town of Marana 11555 West Civic Center Drive,A3 Marana, Arizona 85653 Attn: Town Attorney Article 13. Counterparts This Agreement may be executed in identical counterparts, each of which shall be deemed to be an original, but all of which shall constitute one and the same instrument. In addition, this Agreement may contain more than one counterpart of the signature pages and this Agreement may be executed by the affixing of the signature pages, and all of such counterpart signature pages shall be read as though one, and they shall have the same force and effect as though all the signers had signed a single signature page. {Signatures appear on following pages} 100247746_11 7 Marana Regular Council Meeting 08/01/2017 Page 169 of 343 IN WITNESS WHEREOF, CalPortland has executed this Agreement by its duly authorized representatives. CALPORTLAND COMPANY,a California corporation By: Name: Title: Date: A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. STATE OF CALIFORNIA ) COUNTY OF ) On , before me, , Date Here Insert Name and Title of the Officer personally appeared Name(s) Of Signer(s) who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. Signature Signature of Notary Public Place Notary Seal Above 100247746_11 8 Marana Regular Council Meeting 08/01/2017 Page 170 of 343 IN WITNESS WHEREOF, Town of Marana has executed this Agreement by its duly authorized representatives. TOWN OF MARANA, an Arizona municipal corporation By: Name: Title: Date: Attest: Approved as to form: Marana Town Clerk Marana Town Attorney Printed Name: Printed Name: STATE OF ) County ) The foregoing instrument was acknowledged before me this day of 201 by the of the Town of Marana, an Arizona municipal corporation, on behalf of the Town of Marana. Witness my hand and official seal. Notary Public [SEAL] 100247746_11 9 Marana Regular Council Meeting 08/01/2017 Page 171 of 343 Exhibit A LEGAL DESCRIPTION AND DEPICTION OF DEVELOPMENT PROPERTY [See attached] 100247746_11 EXHIBIT A TO EASEMENT AGREEMENT Marana Regular Council Meeting 08/01/2017 Page 172 of 343 94ptembtr 15.2003 WE Pruic-c t No. P 5 103 SQL n c I o4,;'4 All ghat port!cn-n a f&actions, 17, 1 a and 19 of Towm'hip 12 S oath,PAnge.12 Em tp GUa and. Salt Rivrx'Mrtidian, Puna Coutit yh AAzmmoo pardoularly&=rbc-d .Wows,: IREGUN7NO at th-P,1 comer of d Sowao:o 181; SCE along the North I in,e of mid Swkn 191. 1 otth 890 W 5 V" Eab;t, a digumw Of 2525.55 fat cu th,-W%lior-h coo qw"of Said SEcdon 181 THENCE coWnakin- gas gaid Norffi line of Simon 18, NOM. 89" 45' 4V Eaz%;6"p a cliamme of2W, .93'fee4 to the section corner com=n to SecUona 7, 8, 17 and IS," THENCE,along the Nor&Line Sectiori 1,71 North 890 47: 29*East� a d4stamz of 13 20.67 fed to tht Nafth,eot -ca= ,d' tha Marthea qua= of &m. Northe=L qu=er of 8yid Src,titn 17; IIMNCB on the east lim of said Northwest qui- of the Nar%'bwezt quwLQ,,,- alp,: bha 179 South-00' 04' 21" 4 a&tancz d 1321.4.5 f to thc' Soath x7mr of said Nmthwest gu�of the t quarter THEN'CE alang the S ou th line ef-said Northwest quarwr of thz uarter, S ovit 8911 46' 45",Wes- a di sta=of 43936 feetm- v ate. 1511 130c" W"West.a distanae of 510,00feet,- I TIMNCE South 85' 46' 44"'Wesk a distarim of 26527 kct; TMWCE,South 15,11 131 OF qtr a atanca or 510-FOU&OL Wa p<)j:Ut C)Jt 5 aj 11 SO U6ML Ij U' of thn'140fth.'West(jQWa of dt Northwest quarter:1 TIMNCE donA said Souili Hm,Nurlh.89'46" 49" 45'Lm"of'99'.11 fm; THENCE S o utl 10 9" LV V"Rut,a cU s Lance of 124,19 fed;i TKENCE Souk 0.11 i:0' 07'Wcel a dLumur;uf1-131.36 fmLt* Tli]ENCB,South N' 09" 26"Emit a distarxe of 2 17,11,k0i 1HESCE Sou6 1211 58' 0'"Wests a d1sumcc of 133A 100247746_11 EXHIBIT A To EASEMENT AGREEMENT Marana Regular Council Meeting 08/01/2017 Page 173 of 343 Sepwmber IS,W03 WE Projvv Na,.961.03 Stbw,t 2 of 4 TEENCE-Souffi 49"' 7138"' 11 a,djumm af 123A3 feet.; THENCE South 00'01' 3r 4 a dist=ca-of 220.00 feet; V1 , , ," ou3 2' 03' 42" -t, a&Ur=of 421.10 fct� THEN,CR,North 89" 47"' 51"Eut,a.d1dance of 53,49-fW: r 1�m -1 Sodb 19' 35"3r a s 107.58 to T14ENCE South 04'3 13'.43"'West,a diSMet of 392.42 feet; THENCE So mh 00' 38 09" �disunce of 458.05,f6tr, T . CE South 41* 19'4r F--oa-6 L dish of 196.5 1 fiWA; TEENCE South 200 DV22" WeO, a d1st=oe of 149-26 fwt; L�..jtanW of,39763 f"V TA L-r?qCE SOVb 14" IT 38 THMCE Saud 43' 021 :53"' tTa&stm=of 520.75 fwt: '=CR&Uth I 1"45' 22"'E=t.a distance Df 28.91 feet; r to a P nt on tF THENCE SOULi 13" 29' 15" West, a dla�mrc of 367-M (X 'a S ouch ling of .Sactim 17; along, said South lim of SwUon 17, South 89" 33" 58" Wcs� a distemw of 155,3-5:5 fftt W the.Srnctb�Comer to Swtion.Wr 19. 19 and 26; TMNCE a1mg du cat finc of sai-d Soc19, Sadh 00" 11' 13" &=m of 9: if, 996.%feet t pomt(m die NerLh rj'gh&d-,way of Tlwirt Peaks ROW, in Bwk 2 at Page 151 of R Maps; E 4cmg mid Xwth ri,ght-of-way Nnrffi 7r 23' 10"West ;%distancz of 3104.U. fo"to%point on the Wc*t lim.of Om Raa h*of th&,East hmH ofth-eBast half of"ffic Xca—thwas,t qu=ar of swod Sim 19,; TLMNTLrE alcag mlcl Weet 11W Nmth 01"32" 29" tr a distx=of 49b 14 f"t to tho commen line,Cf&aid swficrts Is and 19: 100247746_11 EXHIBIT A To EASEMENT AGREEMENT Marana Regular Council Meeting 08/01/2017 Page 174 of 343 Stp tit m�r 15, Z003 UIE Proj ea No, 96103 Shect 3 of 4 ITMNCE a1ons said cwm)n lune South 89150' W t, a dish of 16S.20 fect to a to ion-tangent vnt ot a camehayingavs.K 1176.28 and a centI C-n l,A of 121 5181, 1 T", �h aC lineNatth124 49'03"' 1 d point alp �Plng on the d Nctth ri g it-of- a —of Twi rt P im Rom !SCR along mid 1 Dah n t-of wwq;a-nd the uc pf std cue to the an arc dish a of 266 f t'to ;a Point of tank; SCE condnuilaig along mid Na6.rightf- y,bobg a Luz 30 W Noah ofand per;e1 toair; lim of n 18 aad 19, u "'50' 51Y' ii 17 I X-9 Feet tv L�a F t Brie of i don Mb THENCE abrig s afd Win line.XWh '09' UY'West,2 distmm of 26 10,E 1 fed w the e t qaa a�cow raf W4,d S=tjon 18; co nti n ving along Wd West.Une,North 004106' 'West, A taof 2642,13 fat to en west c=vrofsaid mon 19, Wng the POINT Q1* H01NN * .ceps a stxip of 1 -d 312-06 fca in id tHugh said Secdon fS}rwft porkularly desm"bed u folk v CMCAENCD�G at thv W wair wmer of said SecdIS; 7TIENE�J on the . t Ru4,of said Smdon 18i South 0(r 08'05" ti a d4 star=-of 628,3 fes,to 'e POS BE . rk .;CE.Xorffi 3 31123" V' dish of 488,74 feet to a line 75.0 fvsA s Qi�th of .�Md.parallel to rh e north fine.of Swd Simon 18 TBENCE zloD aid yarAol fin 891145' 4Sr E=a dismco of 1.35,13 feet to the notthw unt I inc of t-hc Qom'Road as*=fibad in 1)ockA 593 11 T afar v-smd a oitlwest lire of 1ho Q4arry Road Nom 3 3d23T 4 F Bus t o di.tan m C)C' 6.01 f=I to the a ar Lh I i no of Said -Wa 18-1 THENCE nla s aid Noah htw NoM 990 ' " t g dinWce,of t .01 fit bc) the nottfit rnerr of S a i d Quwy Road; TbMNCM,along th4 southeag 11im of t1w Sam 3 So ' 46"Wczt a di i ce 100247746_11 EXHIBIT A TO EASEMENT AGREEMENT Marana Regular Council Meeting 08/01/2017 Page 175 of 343 Sapmtft1w 1503 IT IE PM&O No, 9,6103 Shezt 4 of 4 TCE along$Wd par&-Ile I Ind No 89"415. 48"Ezs t a di staw e of 13533 feet tn a Him 106dD3 feet southeast-of and, p=11dtu. i- d southn-mt Ire T -m of S P�d Quany ho TMCE along sm"d.paml le lin c South 3 8*2-Y 46" Wta df s tama of 4730,02 fM., to a point on sgid Wm t fit it of Stn 18; 11-EENCE al o ng Said.des fllij�No-dfi No 0 V (J 5"W-vsi-, distan--.c-o F-KO,95 fat to the POW OF 13'WUqNVCr, Said pawel ountains 765.69 ZzErs mom or I F�Opared,bry; URBAN ENGNAEMG.,INC tANo 'CA 0 27753 DA N1 K PL TRIEM 4 PIP JL* Marana Regular Council Meeting 08/01/2017 Page 176 of 343 r r ales j 1 j[7 LAMP FRT LANE 7 8 � 1 1 Wt APC QU ARRY ROM 1016.03 p 1 , 6' 1 fa I 17' IT OF SECTION 16 AND PORTIONS F SETONS 17 AND 19 i - , -1 OUA A: SALT MU UMLW FaU C Om AZ MWO Urban fWAmm�_LFD MgA F7 rte' Engince rin, gti 100247746_11 EXHIBIT A TO EASEMENT AGREEMENT Marana Regular Council Meeting 08/01/2017 Page 177 of 343 Exhibit B LEGAL DESCRIPTION AND DEPICTION OF FACILITIES EASEMENT PARCEL [See attached] 100247746_11 EXHIBIT B TO EASEMENT AGREEMENT Marana Regular Council Meeting 08/01/2017 Page 178 of 343 Parcel I Dwczmber 40 2003 U/E Pmjam Nz, 96103 A I DO' fum wide Permanent Dmmmga and Ufl ffity Flasement ov;.=;r a porU m of tl%e At==.. PoeJ.w-id Cament Co. QLmay Road as recorded 'm thz Pima County R*corC'zr`5, Offic'a in Dock-ot 3,93 at Pagr. 3 8 1, and&portion of Sion 19,Tovmship 12 So wt4, Mp 12 Fast', Gila aqd SR River Mtzidian, Nma County, An[zo=; =-m P=kulariv as follows.+ COMMEXCIN,G at tha.Sbuthwwt comew of said,seevan 18,,; TTTF,N'('.r,- alan.g I the We�,t)'ne 4:gaid �aa 18 North, 00, (IF, 05" di�acs Of 1 68 1.72 favto tiim,.fie of said Quany Road T1 MNCE alar.Lg&,e sai d outhcast 11 ne Narffi 3 2"23' 46"Emt,a di'0ancc of 1844.5 8 fett t I-)th IV, ?0 DIN7,0 1-9 B L,0 1 mTf NO: T A R%NC.E; N or 51� -'36' 14'' %%;'�,it ad&m%ftet of 206603 fuer to a pui-=: c.-:i a line 106.,03 I rwr6 of a-ziJ paruUvA to tib noAhwest line mF "dQ=yR.oad; THENCE alc rig &ak-pzzall�l lint.Nuri 38'23*46"E�a d1s she of 10 D. faetq of Fnd p- _Ira] ej P to r�aidsoiithe&st line of<�zany Razdp T11214CE aliang-ml a j-j"1-6 linu 8 outh 3 80 23" 4.6"West a dente b f 10 0.03 :ct; "I'l-EENCE N'.qTth 51c, 36" I-dV WO a dist2mce of 106-03 feM to the P OF Laid e.3 somcnt ca 0,72 ami,zmarc,,or lei. Pn=T-are-d '�Y, TJ"AN ENUINEEKING,INC. I-ANb (��27-155 'q Q OANIEL,fL I TFLEM SLAY del Thy 9L 100247746_11 EXHIBIT B To EASEMENT AGREEMENT Marana Regular Council Meeting 08/01/2017 Page 179 of 343 Parcel I -A& 974 :14 4(N "n 4OWPA ip Q 0,0, 4PO J2'Q-V9Z M regOIS0.00 N 10 L.L; rd rC tX.60 13" L3 100247746_11 EXHIBIT B To EASEMENT AGREEMENT Marana Regular Council Meeting 08/01/2017 Page 180 of 343 Dt:cembe-r 4t 2003 WE FPojtvt No. 96103 A 40' fdot v&le Udlity Euemeat ow,r EL porflo:,i of thr. Adzona Portland Cgmew,, CO. Qua rry Road, as rwxded. in th,xk pjma Comity Rocor&E%, 0.ffi�rc , Do r bor m xxt 593 at Page, 5 9 1,az-,,,.d K pvr,.l-o on Of SectEcm I 8:t To 12 Southjr Ranp 17-R&, Gi 1-a and Salt Rivt.r yierldign, Pim a Coijn,7,, ,ArIZOM mere P=dculzrly dmono bod ast"ollaws: COMaNiENCLNG at tho.Southwest comer of said Stxflcu 19- 5 I'M NTCE 410ng the Wemt Ene of s4id Scctimi 18 No& OV 08, o5,,,, �Te�,- 1169172,fzct�w the Sauffwa�fl& e of pai Parcel I Lj j2w 04 O-Z 40p, 1000 61. N /r IL(p e 1ZLrIs 91 40&1 W-W -M q=J jg'O-*t M mWiRO-00 N rc m 100247746_11 EXHIBIT B To EASEMENT AGREEMENT Marana Regular Council Meeting 08/01/2017 Page 182 of 343 'Ad � MARANA AZ ESTABLISHED 1977 Council-Regular Meeting C9 Meeting Date: 08/01/2017 To: Mayor and Council Submitted For: Jocelyn C. Bronson, Town Clerk From: Suzanne Sutherland, Assistant to the Town Clerk Date: August 1, 2017 Subject: Approval of June 6, 2017 Council Committee for Planning Commission and Board of Adjustment Appointments Meeting Minutes (Jocelyn C. Bronson) Attachments Draft June 6, 2017 Planning Commission and Board of Adjustment Appointment Meeting Minutes Marana Regular Council Meeting 08/01/2017 Page 183 of 343 MARANA AZ ESTABLISHED 1977 MARANA TOWN COUNCIL COUNCIL COMMITTEE FOR PLANNING COMMISSION AND BOARD OF ADJUSTMENT APPOINTMENTS NOTICE AND AGENDA 11555 W. Civic Center Drive, Marana, Arizona. 85653 Council Chambers, June 6, 2017, at or after 6:00 PM Carol McGorray, Council Member, Chair Patti Comerford, Council Member Roxanne Ziegler, Council Member COUNCIL COMMITTEE MEETING A. CALL TO ORDER AND ROLL CALL. Jocelyn Bronson opened the meeting at 6:06 p.m., noting that the meeting was being recorded. She introduced the Council Members and staff: Chair and Council Member McGorray, Council Member Ziegler and Council Member Comerford. Staff were Jane Fairall, Gilbert Davidson, Ryan Mahoney, Jocelyn Bronson, and applicant, James Farmer. B. PLEDGE OF ALLEGIANCE. Ms. Fairall noted that the pledge could be dispensed with until the regular Council Meeting. C. APPROVAL OF MINUTES: Chair McGorray noted that the minutes of the last meeting on September 23, 2014 had already been approved at the regular Council meeting on October 7, 2014. D. APPROVAL OF AGENDA. Motion to approve by Council Member Ziegler, second by Council Member Comerford. Passed unanimously. E. CALL TO THE PUBLIC. There were no calls to the public. Ms. Fairall advised that Mr. Farmer could ask that his application be discussed in open session rather than executive session. Mr. Farmer excused himself and left the room. Upon motion by Council Member Ziegler and second by Council Member Comerford, the Committee went into executive session to discuss the applications. F. REVIEW OF PENDING APPLICATIONS for the Planning Conmmission: Steve Miklosi, Richard Miller, Don Duncan and James Farmer. Planning Commission and Board of Adjustment Appointments 06/06/2017 1 Marana Regular Council Meeting 08/01/2017 Page 184 of 343 G. SELECTION OF REC O MMEN DED AP P O IN TEES OR SELECT DATE(S) AND TIMES FOR INTERVIEWS WITH ALL OR SOME CANDIDATES H. DISCUSSION REGARDING INTERVIEW QUESTIONS (IF INTERVIEWS ARE SCHEDULED) EXECUTIVE SESSIONS E1 Executive Session pursuant to A.R.S. 38-431.03 (A)(3), for discussion or consultation for legal advice with the Town Attorney concerning any matter listed on this agenda. E2 Executive Session pursuant to A.R.S. § 38-431.03 (A)(1) for discussion, consideration and possible interviews of candidates for appointment to the Planning Commission. The Committee adjourned the executive session at 6:18 p.m., and brought Mr. Farmer back into the public session to announce their recommendations. Chair M cGorray asked Council Member Ziegler to make the motion to recommend the applications of Steve Miklosi, Richard Miller and Don Duncan. Motion seconded by Council Member Comerford. Passed unanimously. Council Member Ziegler addressed Mr. Farmer and noted that all three applicants who were being recommended had been doing a good job on the Commission. She also noted his very nice resume and welcomed him back to the community. She further noted that Mr. Farmer would be a very good candidate for the Marana Citizens' Forum, and asked Ms. Bronson to invite him to become a delegate. Ms. Bronson gave him an overview of the Forum, which was followed up by Mr. Davidson. Mr. Farmer indicated his interest, and Ms. Bronson stated she would provide him with additional information. His application for the Planning C onmliss io n will suffice for the Forum. ADJOURNMENT. Motion to adjourn at 6:24 p.m. by Council Member Comerford, second by Council Member Ziegler. Motion passed unanimously. ADJOURNMENT CERTIFICATION I hereby certify that the foregoing are the true and correct minutes of the Marana. Town Council Committee for Planning Commission and Board of Adjustment Appointments meeting held on June 6, 2017. I further certify that a quorum was present. Jocelyn C. Bronson, Town Clerk Planning Commission and Board of Adjustment Appointments 06/06/2017 2 Marana Regular Council Meeting 08/01/2017 Page 185 of 343 'Ad � MARANA AZ ESTABLISHED 1977 Council-Regular Meeting CIO Meeting Date: 08/01/2017 To: Mayor and Council Submitted For: Jocelyn C. Bronson, Town Clerk From: Suzanne Sutherland, Assistant to the Town Clerk Date: August 1, 2017 Subject: Approval of June 20, 2017 Regular Council Meeting Minutes (Jocelyn C. Bronson) Attachments Draft June 20, 2017 Regular Council Meeting Minutes Marana Regular Council Meeting 08/01/2017 Page 186 of 343 MARANA AZ ESTABLISHED 1977 MARANA TOWN COUNCIL REGULAR COUNCIL MEETING 11555 W. Civic Center Drive, Marana, Arizona. 85653 Council Chambers, June 20, 2017, at or after 7:00 PM Ed Honea, Mayor Jon Post, Vice Mayor David Bowen, Council Member Patti Comerford, Council Member Herb Kai, Council Member Carol McGorray, Council Member Roxanne Ziegler, Council Member AMENDED JUNE 199 2017 at 3:30 p.m. REGULAR COUNCIL MEETING CALL TO ORDER AND ROLL CALL. Mayor Honea called the meeting to order at 7:00 p.m. Town Clerk Bronson called roll Council Member Kai was excused, and Council Member McGorray participated by phone. There was a quorum present. PLEDGE OF ALLEGIANCE/INVOCATION/MOMENT OF SILENCE. Led by Mayor Honea. APPROVAL OF AGENDA. Motion to approve the agenda as amended and moving item A10 to AI by Council Member Comerford, second by Vice Mayor Post. Passed unanimously 6-0. CALL TO THE PUBLIC. There were no speaker cards presented. PROCLAMATIONS 1 Proclaiming July 2017 as Parks and Recreation Month (Jocelyn C. Bronson). Ms. Bronson read the proclamation and Mayor Honea presented the proclamation to the Parks and Recreation staff. June 20,2017 Regular Council Meeting Minutes 1 Marana Regular Council Meeting 08/01/2017 Page 187 of 343 MAYOR AND COUNCIL REPORTS: SUMMARY OF CURRENT EVENTS. No reports. MANAGER'S REPORT: SUMMARY OF CURRENT EVENTS. Mr. Davidson noted that this is the last meeting until August unless a critical matter arises. He also noted that the annual Star Spangled Spectacular is coming up on July 4th at Crossroads District Park beginning at 5:00 p.m. and continuing through the fireworks which are scheduled for 9:00 p.m. PRESENTATIONS Pi Relating to Development; presentation regarding land use assumptions and infrastructure improvements plans related to the Town's 2017 development impact fees for roads, parks, water, and wastewater capital infrastructure (Keith Brann). Mr. B rann began by noting that as prescribed by state law, this will begin a long series of hearings. On June 2 a public notice was posted stating intent to implement new impact fees. We will be conducting a public hearing in August. He gave a brief summary of the use of impact fees, noting that the formula for determining impact fees are basically growth paying for itself based on existing levels of service and how many people are using services. Impact fees cannot be used for daily operations and maintenance —only for new construction or to expand services that we already have. Based upon a change in state law in 2013, we have to forecast growth in 10-year cycles. Every time we want to change the fee, we have to re-study the fee. We have done growth projections for 10 years and we have determined what infrastructure is needed to serve that growth, and then we have to determine how much of that growth in that 10-year cycle is attributable to that. We also have to take into account any credits occurring for any revenue sources. All projections are then turned over to consultants to prepare models for the needed infrastructure. In the case of transportation fees, we have three service areas. State law tells you that you should divide your impact fees up by zones as much as possible, and the water service areas are generally divided up amongst the isolated water systems. In the case of the parks fee, we have a town-wide fee because our parks programs are used town-wide at any park. Back to transportation, the most important factor is the equivalent dwelling units factor (EDU's) which he then enumerated. From that modeling we come up with the number of projects needed to serve the growth in the area broken down by the three zones mentioned earlier. Those projects were presented in more detail. The cost associated with those projects form the IIP costs, and we also have the EDU factors. Once those are approved we move on to the final phase which is calculating the impact fee per rooftop, and then that rooftop fee translates into the EDU factors for everyone. Mr. Braun noted that that was the end of the transportation piece and he would move on to Parks and then have Mr. Kmiec present on the wet utilities. Mr. Braun noted that the Parks development impact fees work slightly different from the transportation of sewer fees in that it doesn't necessarily look at the overall EDU list as much as it does the current level of service. To develop this fee, we take all the Park assets and divide them by our current population. Then we take the amount of expected residences and attempt to project the same level of service from the growth projections to our new population. Based on those numbers we get a list of Park projects and related costs. These are projects that could be constructed today or possibly have some debt service for new projects we see on the horizon. June 20,2017 Regular Council Meeting Minutes 2 Marana Regular Council Meeting 08/01/2017 Page 188 of 343 John Kmiec then discussed the process for the water fees. There are three main water fees — water infrastructure, water resource and the sewer infrastructure plan. He began with the water infrastructure benefit areas, noting that half the town is served by Tucson Water which means Marana. Water numbers must be refined even more. Growth projections are slightly over 6,000 EDU's. There are two major growth areas — one is north Marana and the other is the Twin Peaks Benefit Area. The identified projects are the same as identified in 2013-14 — the San Lucas Interconnect, a booster station for the interchange area around Tangerine and I-10, and establishing a new well and a new reservoir at the Marana. Park area site as well as putting in a 24-inch pipeline north of Marana. Road on Sanders. On the water side, there will be two major interconnect projects in the Twin Peaks area where we will have major growth. One of those is connecting Continental Reserve with Picture Rocks, and interconnecting Continental Reserve with the Hartman system on the east and west side of I-10 to make one system. Some of the projects we will need to reimburse the developers for, so they are credited moving forward. That is how we are going to calculate with our economist what those new water infrastructure fees will be for those areas. The next part of the portfolio is the resource development fee which applies to all water customers, and the projects we have identified for those include some from the past and some new ones. In 2013-14 after the settlement with Pima. County on the wastewater acquisition, a decision was made to have the water resource fee share 50 percent of the reimbursement for the plant acquisition as well as the sewer impact fee shares the other 50 percent. The effluent or recycled water is a renewable water resource that all water customers will benefit from which is why the fee is being shared that way. We are still pending the allocation of non-Indian agriculture CAP water. That has been held up at the state and federal levels. That was in our last fee that we've been collecting for as well as the new CAP purchase we did with Avra Water. All those will go into making up the water resource development fee. The last piece is our sewer infrastructure fee. We are dividing up our benefit area slightly with a southern benefit area and a northern area due to a small project we're going to have on the collection system where we are identifying choke points depending on how the growth in north Marana moves forward. The County never did a master plan for the Marana service area, but we are in need of one for our collection system so that we can make proper capital investments in the future, identifying where those projects are so that we can have conversations with developers. Mr. Brann concluded by presenting the timeline and noting that staff has reached out to various stakeholder groups to comment during the public hearing period which has been noticed for August 1, 2017. We have to wait a minimum of 30 days before bringing it back for council action. Should it be approved by Council, staff then will publish a Notice of Intent to implement the new impact fees, and then there are various waiting periods and another Council action on the various impact fees. Then there is a statutory 75-day minimum wait. It will be February before we have a new fee, or we can accelerate that schedule if there is a desire by Council for more hearings. The 75-day wait only applies for a new or increased fee. If any study shows that our impact fees should go down, they go down immediately, and that is a benefit to the development community. CONSENT AGENDA. Motion to approve by Council Member Bowen, second by Vice Mayor Post. Passed unanimously 6-0. June 20,2017 Regular Council Meeting Minutes 3 Marana Regular Council Meeting 08/01/2017 Page 189 of 343 C1 Resolution No. 2017-052: Relating to Special Events; approving and authorizing the Mayor to execute an agreement between the Town of Marana and Perimeter Bicycling Association of America, Inc. regarding financial support for the 2017 El Tour 28-Mile event (Chris Saunders) C2 Resolution No. 2017-053: Relating to Parks and Recreation; approving and authorizing the Mayor to execute an intergovernmental agreement between the Pima. County Regional Flood Control District and the Town of Marana for construction, operation, and maintenance of a disc golf course (Cynthia Nemeth-Briehn) C3 Resolution No. 2017-054: Relating to Municipal Court; approving and authorizing the Mayor to execute an intergovernmental agreement between the Town of Marana. and Pima County for provision of video-court hearings of municipal prisoners for 2017-2018 (Laine Sklar) C4 Resolution No. 2017-055: Relating to Development; approving a final plat for Gladden Farms Blocks 14 & 15 Phase II Lots 71-138 and Common Areas A-3, A-4, B-8 — B-12 and C-1 located south of Tangerine Farms Road and north of Gladden Farms Community Park (Steven Vasquez) C5 Resolution No. 2017-056: Relating to Development; accepting for maintenance certain public water improvements serving Willow Vista Subdivision at the southeast corner of Sandy Desert Trail and Cortaro Farms Road (Jennifer Christelman) C6 Resolution No. 2017-057: Relating to Public Safety; approving and authorizing the Mayor to execute an intergovernmental agreement between the Town of Marana. and Pima County for Pima. County Wireless Integrated Network (PCWIN) subscriber services (Carl Drescher) C7 Ordinance No. 2017.015: Relating to Marana. Regional Airport; amending Title 15 (Marana Regional Airport) of the Marana. Town Code by replacing existing Title 15 with a comprehensive rewrite of Title 15; and designating an effective date (Steve Miller) Resolution No. 2017-058: Relating to Marana. Regional Airport; declaring as a public record filed with the Town Clerk the comprehensive rewrite of Marana. Town Code Title 15 (Marana Regional Airport) adopted by Ordinance No. 2017.015 (Steve Miller) C8 Resolution No. 2017-066: Relating to Municipal Court; approving and authorizing the Mayor to execute an intergovernmental agreement between Pima. County and the Town of Marana for payment for the incarceration of municipal prisoners for the period of July 1, 2017 through June 30, 2018 (Libby Shelton) C9 Approval of the June 6, 2017 Regular Council Meeting Minutes (Jocelyn C. Bronson) LIQUOR LICENSES L1 Relating to Liquor Licenses; recommendation to the Arizona. Department of Liquor Licenses and Control regarding an Acquisition of Control, Series #10 Beer and Wine store liquor June 20,2017 Regular Council Meeting Minutes 4 Marana Regular Council Meeting 08/01/2017 Page 190 of 343 license application submitted by Andrea Dahlman Lewkowitz on behalf of Walgreens #05156, located at 7800 N. Cortaro Road, Marana, Arizona. 85743 (Jocelyn C. Bronson). Motion to approve by Council Member McGorray, second by Vice Mayor Post. Passed unanimously 6-0. L2 Relating to Liquor Licenses; recommendation to the Arizona. Department of Liquor Licenses and Control regarding an Acquisition of Control Series #10 Beer and Wine Store liquor license application submitted by Andrea Dahlman Lewkowitz on behalf of Walgreens #07209, located at 3800 W. Ina. Road, Marana, Arizona. 85741 (Jocelyn C. Bronson) Motion to approve by Council Member McGorray, second by Vice Mayor Post. Passed unanimously 6-0. L3 Relating to Liquor Licenses; recommendation to the Arizona. Department of Liquor Licenses and Control regarding an Acquisition of Control Series #9 Liquor Store liquor license application submitted by Andrea Dahlman Lewkowitz on behalf of Walgreens #9952, located at 12050 N. Dove Mountain Blvd., Marana, Arizona. 85653 (Jocelyn C. Bronson) Motion to approve by Council Member McGorray, second by Vice Mayor Post. Passed unanimously 6-0. L4 Relating to Liquor Licenses; recommendation to the Arizona Department of Liquor Licenses and Control regarding a special event liquor license application submitted by Mark A. Tkach on behalf of Harley-Davidson of Tucson for RideNow/CAG Charitable Foundation to be held on June 29, 2017 (Jocelyn C. Bronson) Motion to approve by Vice Mayor Post, second by Council Member Bowen. Passed unanimously 6-0. BOARDS, COMMISSIONS AND COMMITTEES B1 Resolution No. 2017-059: Relating to Boards, Commissions and Committees; approving the appointment of George A. Kennedy to the Marana. Public Safety Personnel Retirement System local board (Jocelyn C. Bronson). Motion to approve by Council Member McGorray, second by Vice Mayor Post. Passed unanimously 6-0. B2 Resolution No. 2017-060: Relating to Boards, Commissions and Committees; making appointments to the Planning Commission (Jocelyn C. Bronson) Motion by Council Member McGorray, second by Vice Mayor Post to approve the appointments of Don Duncan, Richard Miller and Steve Miklosi to the Planning Commission for terms set to expire June 30, 2021. Passed unanimously. COUNCIL ACTION Al PUBLIC HEARING: Resolution No. 2017-061: Relating to Budget; adopting the Town of Marana's fiscal year 2017-2018 final budget (Erilc_ Montague). Mayor Honea opened the public hearing. Mr. Montague made his presentation, noting that the tentative budget was approved on May 16th which established the expenditure limitation for the town at $200,393,889. There was a minor reduction from the tentative budget by $532,000 in overall expenditures in the printed materials provided to Council. This was due to a change in the actual carryovers in a couple of projects, and reductions are allowed by state law. He also noted that employees eligible for the performance increase would be getting their checks in early September. All of the statutory requirements have been met regarding publications and public notices. When approved, staff will continue working on the comprehensive budget document for submission to the June 20,2017 Regular Council Meeting Minutes 5 Marana Regular Council Meeting 08/01/2017 Page 191 of 343 Government Finance Officers Association for consideration of a budget award which we have been very fortunate to have received in the past. There were no speakers from the public, and Mayor Honea closed the public hearing. Motion to approve by Vice Mayor Post, second by Council Member Bowen. Passed unanimously 6-0. A2 Resolution No. 2017-062: Relating to Personnel; approving and adopting amendments to the Town's Personnel Policies and Procedures, revising Chapter 1 - General Employment Rights and Responsibilities, Chapter 2 - Employment Process, Chapter 3 - Classification and Compensation, Chapter 4 - Employment Benefits and Leaves, Chapter 5 - Work Rules and Employee Discipline, and Chapter 7 - Safety and Health (Curry C. Hale). Presented by Curry Hale who noted that updating these policies helps keep them as relevant as possible. He then briefly a nume rated the various revisions in each of Chapters 1, 2, 3, 4, 5 and 7. Motion to approve by Council Member Bowen, second by Council Member Comerford. Passed unanimously 6-0. A3 Resolution No. 2017-063: Relating to Marana Regional Airport; approving and authorizing the Mayor to execute the Second Amendment to Marana. Regional Airport 7.91-Acre Lease Agreement between the Town of Marana. and Pima. Aviation, Inc. and the First Amendment to Marana Regional Airport Sky Dive Lease Agreement between the Town of Marana. and Pima. Aviation, Inc. (Steve Miller). Mr. Miller noted that there are four lease agreements between the town and Pima Aviation. The two leases presented this evening are for extensions of leases which had expired. He will be coming back to Council in the fall for Council consideration and approval of the final four lease agreements. Motion to approve by Council Member Bowen, second by Vice Mayor Post. Passed unanimously 6-0. A4 PUBLIC HEARING: Resolution No.GFCFD 2017-02: [Marana Town Council acting as the Gladden Farms Community Facilities District Board of Directors]: A Resolution of the District Board of the Gladden Farms Community Facilities District, Pima. County, Arizona., approving the final budget for the Gladden Farms Community Facilities District for the fiscal year beginning July 1, 2017 and ending June 30, 2018 (Erie Montague). Chair Honea opened the public hearing. Mr. Montague presented the item and noted that the budget before Council establishes the overall expenditure limit in the amount of$2,049,643. There were no speakers and Mayor Honea closed the public hearing. Motion by Vice Chair Post,second by Board Member Bowen. Passed unanimously 6-0. A5 PUBLIC HEARING: Resolution No.GFCFD2 2017-02: [Marana. Town Council acting as the Gladden Farms (Phase II) Community Facilities District Board of Directors]: A Resolution of the District Board of the Gladden Farms (Phase II) Community Facilities District, Pima. County, Arizona., approving the final budget for the Gladden Farms (Phase II) Community Facilities District for the fiscal year beginning July 1, 2017 and ending June 30, 2018 (Erik Montague) Chair Honea opened the public hearing. Presented by Erik Montague, who noted that if the item is approved, it would establish an expenditure limit for the district of$213. There were no speakers and Mayor Honea closed the public hearing. Motion by Vice Chair Post, second by Board Member Bowen. Passed unanimously 6-0. A6 PUBLIC HEARING: Resolution No. SSCFD 2017-02: [Marana. Town Council acting as the Saguaro Springs Community Facilities District Board of Directors]: A Resolution of the June 20,2017 Regular Council Meeting Minutes 6 Marana Regular Council Meeting 08/01/2017 Page 192 of 343 District Board of the Saguaro Springs Community Facilities District, Pima. County, Arizona., approving the final budget for the Saguaro Springs Community Facilities District for the fiscal year beginning July 1, 2017 and ending June 30, 2018 (Erie Montague) Chair Hone a opened the public hearing. Presented by Erik Montague, who noted that if the item is approved, it would establish an expenditure limit for the district of$4,892,000. There were no speakers and Mayor Hone a closed the public hearing. Motion by Vice Chair Post,second by Board Member Bowen. Passed unanimously 6-0. A7 PUBLIC HEARING: Resolution No.VFCFD 2017-02: [Marana Town Council acting as the Vanderbilt Farms Community Facilities District Board of Directors]: A Resolution of the District Board of the Vanderbilt Farms Community Facilities District, Pima. County, Arizona., approving the final budget for the Vanderbilt Farms Community Facilities District for the fiscal year beginning July 1, 2017 and ending June 30, 2018 (Erik Montague). Mayor Hone a opened the public hearing. Mr. Montague noted that the district is anticipating only the maintenance and operations levy. No significant issuance of debt is expected. There being no speakers, Mayor Honea closed the public hearing. Motion by Vice Chair Post,second by Board Member Bowen. Passed unanimously 6-0. A8 Resolution No. 2017-064: Relating to Economic Development; approving and authorizing the Mayor to execute a funding agreement between the Town of Marana and the Marana. Chamber of Commerce, Inc. for fiscal Year 2017-2018 to support the operation of the Marana. Visitor Center and provision of services to the Marana community (Curt Woody). Presented by Gilbert Davidson who noted that there are no contract changes and that the partnership between the town and the Chamber is very strong and beneficial. Motion to approve by Council Member Comerford, second by Council Member Bowen. Passed unanimously 6-0. A9 Resolution No. 2017-065: Relating to Administration; approving and authorizing the Mayor to execute an Employment Agreement between the Town of Marana. and Town Manager Gilbert Davidson (Jane Fairall). Motion to approve by Vice Mayor Post with the following changes: to amend the salary as previously stated from $195,000 to $200,000 in the first year, and $200,000 in the second year, and increase to 125 hours the vacation time buy-back. Second by Council Member Comerford. The Mayor called for discussion. The motion passed 5-1 with Council Member Ziegler voting nay. A10 Resolution No. 2017-067: Relating to Public Works; authorizing the acquisition of lands and property rights needed for the Adonis Road Extension, Town of Marana Project No. ST059 (Keith Brann). Presented by Mr. Brann, who noted that at a previous meeting when various alignment options were presented, Council indicated that they did not approve of the alignment being tucked up against the railroad intersection proximities close to the interchange that would support a roundabout, but felt strongly about using a signalized intersection. Staff met with consultants and refined the alignment and were able to achieve an alignment against the eastern boundary of the CAP easement. There were also discussions with CAP staff to find out if you create an inscribed parcel by the alignment of about 10 acres which staff thought would be helpful for some of the developers. He referenced the West Side Retail under construction at Arizona. Pavilions which is about 10 acres. However, the CAP does not want to consider a parking lot over their easement, so the 10 acres becomes five and starts to become an unusable property. The decision was made that since the geometric s allow that alignment as tight as we June 20,2017 Regular Council Meeting Minutes 7 Marana Regular Council Meeting 08/01/2017 Page 193 of 343 can get it, it will be a bit of a no-man's land with just some landscaping. The alignment presented to Council does provide a quarter mile intersection from the ramp of the I-10 interchange, and it does go through the middle of the Mandarina property before following the previous established alignments of the Tortolita Shadows property. The resolution before Council gives staff the authorization to seek appraisals and make offers for real estate acquisition all the way up to condemnation if necessary to secure the right of way. Staff is still in discussions with various landowners to get land dedicated as much as possible and still in discussions with the Villages of Tortolita to find out if they would do the final design for the construction of the alignment. This resolution is one of the steps in moving along the right of way clearance portion of a capital project before obtaining the land acquisitions. Katharine Temple, on behalf of San Lucas residents, expressed her appreciation that the town was going forward with this project and asked Council to again review and consider the Missile Base Road escape equation she had previously provided. Motion to approve by Vice Mayor Post, second by Council Member Bowen. Passed unanimously 6-0. ITEMS FOR DISCUSSION/POSSIBLE ACTION DI Relating to Legislation and Government Actions; discussion and possible action regarding all pending state, federal, and local legislation/government actions and on recent and upcoming meetings of the other governmental bodies (Gilbert Davidson) EXECUTIVE SESSIONS Pursuant to A.R.S. § 38-431.03, the Town Council may vote to go into executive session, which will not be open to the public, to discuss certain matters. E1 Executive Session pursuant to A.R.S. §38-431.03 (A)(3), Council may ask for discussion or consultation for legal advice with the Town Attorney concerning any matter listed on this agenda. E2 Executive Session pursuant to A.R.S. § 38-431.03 (A)(1) for discussion, consideration and possible interviews of candidates for appointment to the Planning Commission. E3 Executive Session pursuant to A.R.S. § 38-431.03 (A)(1) for discussion, consideration and possible interview of George A. Kennedy, candidate for appointment to the Public Safety Personnel Retirement System local board. E4 Executive Session pursuant to A.R.S. §38-431.03 (A)(1) to discuss and evaluate the performance of Town Manager Gilbert Davidson. FUTURE AGENDA ITEMS Notwithstanding the mayor's discretion regarding the items to be placed on the agenda, if three or more Council members request that an item be placed on the agenda, it must be placed on the agenda for the second regular Town Council meeting after the date of the request, pursuant to Marana. Town Code Section 2-4-2(B). June 20,2017 Regular Council Meeting Minutes 8 Marana Regular Council Meeting 08/01/2017 Page 194 of 343 ADJOURNMENT CERTIFICATION I hereby certify that the foregoing are the true and correct minutes of the Marana. Town Council meeting held on June 20, 2017. I further certify that a quorum was present. Jocelyn C. Bronson, Town Clerk- June lerkJune 20,2017 Regular Council Meeting Minutes 9 Marana Regular Council Meeting 08/01/2017 Page 195 of 343 'Ad � MARANA AZ ESTABLISHED 1977 Council-Regular Meeting C11 Meeting Date: 08/01/2017 To: Mayor and Council Submitted For: Jocelyn C. Bronson, Town Clerk From: Suzanne Sutherland, Assistant to the Town Clerk Date: August 1, 2017 Subject: Approval of July 24, 2017 Marana Municipal Property Corporation Board of Directors Meeting Minutes (Jocelyn C. Bronson) Attachments Draft July 24, 2017 MMPC Meeting Minutes Marana Regular Council Meeting 08/01/2017 Page 196 of 343 MAA ESTABLISHED 1977 MARANA MUNICIPAL PROPERTY CORPORATION BOARD OF DIRECTORS 11555 W. Civic Center Drive, Marana, Arizona. 85653 Executive Conference Room, 1St Floor MMC, July 24, 2017, at 10:00 AM Carol McGorray, President George Kennedy, Vice President Lori Mala.ngone, Secretary David Bowen, Board Member Jeff Bronaugh, Board Member NUNUTES A. CALL TO ORDER AND ROLL CALL. Pre side nt McGorray opened the meeting at 10:00 a.m. Staff present included Erik Montague, Finance Director, Jane Fairall, Senior Deputy Town Attorney, and Jocelyn Bronson, Town Clerk. Town Clerk Bronson called roll. Council Member Bowen was excused; there was a quorum present. B. PLEDGE OF ALLEGIANCE. President McGorray led the Pledge of Allegiance. C. APPROVAL OF AGENDA. Board Member Bronaugh moved to approve the agenda, seconded by Board Member Malangone. Motion passed 4-0. D. CALL TO THE PUBLIC. There were no members of the public present. E. ITEMS FOR DISCUSSION/POSSIBLE ACTION E1. Discussion and update regarding the refunding of the remaining portions of the Marana. Municipal Property Corporation (MMPQ Municipal Facilities Revenue Bonds, Series 2008A and corresponding dissolution of the MMPC. Erik Montague began by giving an overview of the Corporation which was basically a financing vehicle for the town years ago. What this structure allowed was for the corporation to lease certain assets back to the town, and the town would issue bonds to advance major public 1 Marana Municipal Property Corporation Minutes 07/24/2017 Marana Regular Council Meeting 08/01/2017 Page 197 of 343 infrastructure. As an example, the MMC facility was financed through pieces of revenue bonds. A significant portion of the new district park along Silverbell Road was financed this way for a about $4.5M, along with providing the mechanism for a significant portion of the Twin Peaks interchange and a number of other park projects. Its genesis started with the acquisition of the Honea Water System. Even though it was created back in 1989, the first formal borrowing as near as we can tell was back in 1996-97. From 1997 through the last few years, the town has established itself regionally and nationally with respect to its credit-worthiness. With the mixed palette of debt we have, we have been moving toward a truer self-standing revenue bond structure whereas the surety for the bonds is tied to our pledge on sales taxes, and the last couple of issuances haven't moved through the formal MMPC structure. As we have matured, we have been slowly moving away from this as our ability to issue self-standing debt has increased. With the most recent refunding, we have essentially refinanced the remaining portions of our 2008 bonds. The 2008 bonds were issued in two series: Series A and Series B. Series B was tied to some road projects where we knew the money was going to come from another funding agency, and that had an accelerated call provision, so that when those monies became available from the Regional Authority, we could buy down that debt, and we did that to the tune of a little over $6M. With the A Series, last spring we completed the transaction to refund the remaining portions of that obligation. So with that, those are refunded and as of January, the final payment will be made and basically defeased from an accounting perspective. This structure has served us well, and we have been able to advance a number of significant initiatives for the town and are better because of it. The purpose of today is to provide new information to the members that it is staff s view that we are taking a longer term view or vision that we'll have the ability in the future to continue to issue our self-standing debt, and it's less likely that we are going to need this Board. He then opened the item for discussion and questions and comments. In the conversations he has had with outside bond counsel, there doesn't appear to be any formal action necessary to be taken by the board. We would allow it to basically dissolve in October of 2017 when the next filing of the non-profit is required. President M cGorray asked if the Board had to vote on this today. Both M s.Fairall and Mr. Montague responded that no vote was necessary. Ms.Fairall noted that today's meeting was the required annual meeting in July, and staff believed this was a good way to let everyone know what is happening. But the Corporation will dissolve administratively if we don't file our annual report and keep it going with the Arizona Corporation Commission, and that's what we'll do. Mr. Montague thanked the Board members for their service on behalf of the town, and noted that their service has been key in the advancement of some major projects. Ms.Fairall agreed and noted that this particular Board has been asked to do more in the last couple of years than past boards. 2 Marana Municipal Property Corporation Minutes 07/24/2017 Marana Regular Council Meeting 08/01/2017 Page 198 of 343 E2. Approval of the July 11, 2016 Maranaa, Municipal Property Corporation Meeting Minutes. Motion to approve by Board Member Kennedy,second by Board Member Bronaugh. Passed 4-0. F. EXECUTIVE SESSIONS Pursuant to A.R.S. § 38-431.03,the MMPC BOARD may vote to go into executive session, which will not be open to the public, to discuss certain matters. G. ADJOURNMENT.Motion to adjourn by Board Member Malangone, second by Board Member Kennedy. Passed 4-0 at 10:08 a.m. CERTIFICATION I hereby certify that the foregoing are the true and correct minutes of the Marana Municipal Property Corporation Board Meeting held on July 24, 2017. I further certify that a quorum was present. Lori Malangone, Secretary 3 Marana Municipal Property Corporation Minutes 07/24/2017 Marana Regular Council Meeting 08/01/2017 Page 199 of 343 'Ad � MARANA AZ ESTABLISHED 1977 Council-Regular Meeting At Meeting Date: 08/01/2017 To: Mayor and Council Submitted For: Keith Brann, Town Engineer From: Hilary Hiser, Deputy Town Clerk Date: August 1, 2017 Strategic Plan Focus Area: Not Applicable Subject: Relating to Development; Public Hearing regarding land use assumptions and infrastructure improvements plans related to the Town's 2017 development impact fees for roads, parks, water, and wastewater capital infrastructure (Keith Brann) Discussion: Town staff are currently working to update the Town's impact fees for streets, parks, water and wastewater. Draft reports for land use assumptions and infrastructure improvements plans were posted on June 2, 2017. A council presentation on the proposed changes occurred on June 20, 2017. The Town last updated its impact fees in 2014. New infrastructure needs related to newly revised land use assumptions and growth projections have necessitated the review and update to all of the Town's impact fees. Tonight's Public Hearing will provide the public the ability to comment on the Town's new growth projections and projects proposed to meet the infrastructure needs of our growing community. Staff Recommendation: None. Suggested Motion: Marana Regular Council Meeting 08/01/2017 Page 200 of 343 None. Attachments 2017 Land Use Assumptions Streets IIP Draft Marana Parks IIP Draft Marana Water IIP Draft Marana Sewer IIP Marana Regular Council Meeting 08/01/2017 Page 201 of 343 Town of Marana,, Arizona Impact Fee Update Land Use Assumptions Public Report Draft Prepared by: Town of Marana ML MARANA AZ CELEBRATING 40 YEARS May 31.. 2017 Marana Regular Council Meeting 08/01/2017 Page 202 of 343 Town of Marana Mayor & Council Ed Honea — Mayor Jon Post—Vice Mayor Dave Bowen —Councilmember Patti Comerford —Councilmember Herb Kai —Councilmember Carol McGorray—Councilmember Roxanne Ziegler—Councilmember Key Staff Gilbert Davidson,Town Manager Keith Brann, P.E., CFM,Town Engineer and Project Director Frank Cassidy Esq.,Town Attorney Erik Montague, CPA,Town Finance Director John Kmiec,Town Utilities Director Cynthia Nemeth-Briehn, Parks and Recreation Director Steve Cheslak, Principal Planner Project Consultants Psomas 333 East Wetmore Road, Suite 450 Tucson, AZ 85705 520-292-2300 Prime Consultant—All Tasks Curtis Lueck & Associates 5640 West Four Barrel Court Tucson, AZ 85743 Advisor—All Tasks Marana Regular Council Meeting 08/01/2017 Page 203 of 343 TABLE OF CONTENTS INTRODUCTION ...................................................................................................................................1 Allocation of Growth within Service Areas .....................................................................................1 EXISTING SOCIOECONOMIC CONDITIONS.....................................................................................3 Populationand Housing.................................................................................................................3 Employment...................................................................................................................................3 2017 SOCIOECONOMIC CONDITIONS—PAG-ASSISTED MODEL.................................................4 LANDUSE ASSUMPTIONS .................................................................................................................4 2027 CONDITIONS—WITH LAND USE ASSUMPTIONS...................................................................7 NOTE: MARANA PORTION OF MULTIJURISDICTIONAL TAZS ONLY............................................8 LIST OF EXHIBITS Exhibit 1 Streets Service Areas and Parks Service Area(Town Limits)......................................................2 Exhibit 2 Population and Housing Units Census Data..................................................................................3 Exhibit3 2015 Employment Data...................................................................................................................3 Exhibit 4 Marana Land Use Assumptions......................................................................................................5 Exhibit 4(cont.) Marana Land Use Assumptions....................................................................................................6 Exhibit 5 Commercial Development Assumptions......................................................................................7 Exhibit 6 Socioeconomic Totals(2017—2027).............................................................................................8 APPENDIX List of Preparers Map of TAZs Population and Employment by TAZ (2017—2027) Marana Regular Council Meeting 08/01/2017 Page 204 of 343 Land Use Assumptions Draft Report-May 2017 Introduction The Town of Marana collects development impact fees to offset some of the infrastructure costs associated with growth. The Town currently charges fees for roads and parks, and intends to continue doing so. In order to continue the fees, the Town must comply with Arizona Revised Statute (ARS) §9-463.05. In so doing, the Town will be preparing new development impact fee studies, project lists, fee schedules, and municipal ordinance. The statute, which codifies Senate Bill 1525, includes major changes in development fee assessment procedures and programs. The statute limits the types of"necessary public services" which impact fees can fund. A municipality must develop two preliminary products prior to calculating the fees for each service category: a set of land use assumptions and an infrastructure improvement plan (IIP). As defined in ARS §9-463.05(T)6, " `Land use assumptions' means projections of changes in land uses, densities, intensities and population for a specified service area over a period of at least ten years and pursuant to the general plan of the municipality." This report is a required document that identifies the land use assumptions to be applied in the IIPs for streets and parks, and the subsequent calculation of development impact fee rates. These land use assumptions are used to estimate the amount of new development within the benefit areas from which development impact fees will be assessed. These land use assumptions generally reflect the community's general plan and the region's official suballocation of population forecast to the municipality. Allocation of Growth within Service Areas As defined in ARS §9-463.05 (T)9, " `Service area' means any specified area within the boundaries of a municipality in which development will be served by necessary public services or facility expansions and within which a substantial nexus exists between the necessary public services of facility expansions and the development being served as prescribed in the infrastructure improvement plan." The Town will be applying the same service areas that currently exist. A map of these service areas is shown in Exhibit 1. 1 1 P a g e Marana Regular Council Meeting 08/01/2017 Page 205 of 343 Land Use Assumptions Draft Report-May 2017 Exhibit 1 Streets Service Areas and Parks Service Area(Town Limits) Pinar Coon , .■E■W—W—mi_ Parra Cc urrfy rt■ ■ ML W HARDIN RD yyy1 �. 1 l V W KIRBY No-N S AGLORu8H RR B � 1 •'s a° ,�1 lar �..�,1-_ W gARANA RD .. a W M110-UnE.RD r ■:: �i r.ti, r A10"y to ■r�s, ,V I I I ■ ■■� LY' J N 0 �'. F+' "'i.._w� AA►I�r, otL naRre ,+.r.az:ansa LR ,rrorl �..ry1 .. _ s•;avr,A vxLLtaj:.4 ■"BIIA.1! SII `YALL!_Y�Rj) M_L��.■ i 111I le, I LAhtntKl LJr 71V{Yi r'taKy � r° 3�� W LINDA VISTA LL L . _1 1 :7 +=J� .i PC �•'•1'COR r Ak,0 FAN IA YY n. impact Fee W WAG htRD ,� � 4.} IAAr LL 1.0 t. Benefit Areas wV, u:�o ■ ,` .■ Alp ND'illtt V 3r3r�i irM:;, ,'r,t3tn Itif .ra >! k0IwO I.I•.I:i'ary9 7^afla{: .S}}I E34I'a4rS FV4b8 }tea _ 1 } 41F cn YVd UIAML C,k0VL UU 1 W OHANGI,6Nav!Ro °N NUUA`i rLL YiU ..me..�vtio .r.. ..,,.. � tr.N Y•3 V n•'t l F li , � °�/Cs ?�n 2Page Marana Regular Council Meeting 08/01/2017 Page 206 of 343 Land Use Assumptions Draft Report-May 2017 Existing Socioeconomic Conditions Population and Housing Marana continues to grow faster than the state as a whole. The US Census Bureau provided the following general population and housing data in Exhibit 2. Exhibit 2 Population and Housing Units Census Data Marana Arizona Population, 2015 estimate 41,315 61828,065 Population, 2010 (April 1) estimates base 34,566 61392,307 Population, percent change, April 1, 2010 to July 1, 2015 +19.5% +6.8% Housing units, 2010 141726 21844,526 Homeownership rate, 2011-2015 74.0% 62.8% Housing units in multi-unit structures, percent, 2011-2015 6.2% 21.0% Median value of owner-occupied housing units, 2011-2015 $212,600 $167,500 Households, 2011-2015 13,821 214121212 Persons per household, 2011-2015 2.73 2.69 Employment Marana has a higher employment rate than the state as a whole. The 2015 employment data in Exhibit 3 is provided by the US Census Bureau. Exhibit 3 2015 Employment Data Marana Arizona Employment Status Estimate Percent Estimate Percent Population 16 years and over 29,326 - 51207,123 - In labor force 18,101 61.7% 31106,324 59.7% Civilian labor force 18,017 61.4% 31089,118 59.3% Employed 16,713 57.0% 21813,406 54.0% Unemployed 11304 4.4% 275,712 5.3% Armed Forces 84 0.3% 171206 0.3 Not in labor force 111225 38.3% 21100,799 40.3% Civilian labor force 18,017 - 31089,118 - Percent Unemployed - 7.2% - 8.9% 3Page Marana Regular Council Meeting 08/01/2017 Page 207 of 343 Land Use Assumptions Draft Report-May 2017 2017 Socioeconomic Conditions — PAG-assisted Model As part of the update to the streets IIP, the Town's consultant assisted Pima Association of Governments (PAG) with refining the existing regional model and developing a travel demand model based on existing (2017) and projected (2027) socioeconomic conditions for use in this study. PAG maintains a model of existing conditions as well as a model representing the regional transportation network incorporating the planned 5-year Transportation Improvement Program (TIP) projects (currently through 2022). PAG provided both models as well as socioeconomic data for each Transportation Analysis Zone (TAZ) in the region for each model. The data included population and employment estimates. For the 2017 population and employment data for the TAZs within and surrounding the Marana impact fee service areas, the consultant proposed suggested refinements to represent the impact fee service areas. These refinements were developed in concert with the Town, and included updating population and/or employment for the TAZs to produce an updated model of existing conditions for the region for use in this project. Land Use Assumptions The land use assumptions are based on the current Town General Plan, as required by the statute. These are shown in Exhibit 4. The land use assumptions include the estimated build out residential units and the estimated non-residential commercial acres. This was done to show the percentage of each development that is estimated to be constructed and eligible for inclusion in the IIP which is developed for a ten year planning horizon. The 10-year period will begin January 1, 2018; therefore January 1, 2027 would be the planning horizon. The land use assumptions are provided for the area within the existing Town limits and also within areas that are projected to be annexed within the 10-year period. 41 Page Marana Regular Council Meeting 08/01/2017 Page 208 of 343 Land Use Assumptions Draft Report-May 2017 Exhibit 4 Marana Land Use Assumptions Buildout Buildout Percent Growth(%) Existing and 10 Year Growth Current Streets Development Residential Commercial Existing Existing 10 Year 10Year Existing 10Year Existing 10 Year Impact Fee Units Acres Residential Commercial Residential Commercial Residential Residential Commercial Commercial Area Units Units Acres Acres ANWAY FARMS 0 70 0 0 0 0 0 0 0 0 Northwest AERIE APARTMENTS 579 0 48 0 52 0 278 301 0 0 South BARRIOS DE MARANA 350 20 0 0 0 20 0 0 0 4 Northwest CAMINO DE OESTE 144 0 0 0 100 0 0 144 0 0 South CASA SEVILLA 48 0 100 0 0 0 48 0 0 0 Northeast CASCADA 3,215 84 0 0 10 20 0 322 0 17 South CASCADA NORTH 1,387 0 0 0 0 0 0 0 0 0 Northeast CONTINENTAL RANCH 4,810 491 94 90 6 8 4,825 0 0 34 South CORTARO CROSSING 0 17 0 0 0 75 0 0 0 13 South CUSTOM HOMES 500 0 0 0 20 0 0 100 0 0 Northeast CYPRESS GARDENS(ONG) 165 0 0 0 100 0 0 165 0 0 Northwest LAZY K 180 0 0 0 100 0 0 180 0 0 South DE ANZA 265 0 0 0 100 0 0 265 0 0 South DOVE MOUNTAIN 9,159 395 44.5 45 15 6 4,076 1,374 182 20 Northeast FIANCHETTO FARMS 114 0 10 0 90 0 11 103 0 0 Northwest FOOTHILLS(Tapestry) 670 0 0 0 31 0 0 208 0 0 Northeast FOREST CITY(Tangerine Crossing) 381 25 100 60 0 40 381 0 16 9 Northeast GLADDEN FARMS 1,850 36 71.5 0 28.5 40 1,323 527 0 14 Northwest GLADDEN FARMS II 2,111 142 0 0 10 0 0 211 0 0 Northwest MARANA 59 58 0 45 0 55 0 26 32 0 0 South HONEA HEIGHTS III 150 0 0 0 0 0 0 0 0 0 Northwest INA/SILVERBELL 41 0 0 0 0 0 0 0 0 0 South LINDA VISTA VILLAGE 693 26 0 0 45 50 0 312 0 5 South MANDARINA 2,500 215 0 0 0 0 0 0 0 0 Northwest MARANA GARDENS 44 0 0 0 0 0 0 0 0 0 Northwest MARANA MAIN ST.(Monson) 0 28 0 10 0 50 0 0 3 14 Northwest MARANA MERCANTILE 0 39 0 0 0 30 0 0 0 12 Northwest MARANA TECHNOLOGY CAMPUS(Gratzer) 0 0 0 0 0 0 0 0 5 10 Northeast MARANA TOWN E CENTER(ong) 1,840 259 0 0 0 0 0 0 0 0 Northwest OASIS HILLS I&11 140 0 100 0 0 0 140 0 0 0 South PAYSON FARMS 367 0 0 0 0 0 0 0 0 0 Northwest 51Page Marana Regular Council Meeting 08/01/2017 Page 209 of 343 Land Use Assumptions Draft Report-May 2017 Exhibit 4(cont.) Marana Land Use Assumptions Buildout Buildout Percent Growth(%) Existing and 10 Year Growth Current Streets Development Residential Commercial Existing Existing 10 Year 10 Year Existing 10 Year Existing 10 Year Impact Fee Units Acres Residential Commercial Residential Commercial Residential Residential Commercial Commercial Area Units Units Acres Acres PIMA FARMS 1,644 30 100 70 0 20 1,644 0 21 6 South PIMA FARMS NORTH 295 25 100 25 0 30 295 0 6 8 South PRESERVEATTWIN PEAKS 195 0 0 0 100 0 0 195 0 0 Northeast QUIKTRIP PLAZA @ Star Commerce 0 0 0 0 0 0 0 0 0 5 South RANCHO MARANA(East) 507 78 0 0 0 0 0 0 0 0 Northwest RANCHO MARANA(West)(Vanderbilt Farms) 2,300 124 14 0 17 0 322 391 0 0 Northwest RANCHO MARANA TOWN CENTER 0 99 0 20 0 5 0 0 20 5 Northwest RIVERSIDE @ SILVERBELL(SE corner INA/SB) 0 0 0 0 0 0 0 0 0 10 South TANGERINE BUSINESS PARK(Pins) 0 45 0 0 0 40 0 0 0 18 Northeast SAGUARO BLOOM(Formerly Saguaro Springs) 2,509 0 7 0 49 0 381 1,229 0 0 South SAGUARO RANCH 240 10 4 20 2 0 10 5 2 0 Northeast SAN LUCAS 784 24 97 0 3 0 760 24 0 0 Northwest SANDERS GROVE 2,250 19 0 0 5 0 0 113 0 0 Northwest SHOPS AT TANGERINE(WESTCOR) 0 281 0 0 0 0 0 0 0 0 Northwest SILVERBELL GATEWAY(NE corner INA/SB) 0 0 0 0 0 0 0 0 0 6 South SILVERBELL WEST 42 0 100 0 0 0 42 0 0 0 South SKY RANCH 417 0 99 0 1 0 413 4 0 0 Northeast MARANA SPECTRUM/CENTER 0 147 0 30 0 45 0 0 50 35 South TANGERINE COMMERCE PARK(cottonwood) 0 112 0 0 0 40 0 0 0 45 Northwest TANGERINE RIDGE 197 0 0 0 100 0 0 197 0 0 Northeast TANGERINE THORNYDALE(Villagio,HSL) 100 7 0 10 0 40 0 0 1 3 Northeast TORTOLITA RESERVES 79 0 100 0 0 0 79 0 0 0 Northeast THE VILLAGES OF TORTOLITA 5,850 505 0 0 5 0 0 293 0 0 Northwest TWIN PEAKS ESTATES 82 0 0 0 30 0 0 25 0 0 Northeast TWIN PEAKS PLAZA(bowtie) 0 0 0 0 0 0 0 0 0 11 South TWIN PEAKS VISTA 58 0 0 0 50 0 0 29 0 0 Northeast TWIN PEAKS&LAMBERT 59 0 0 0 0 0 0 0 0 0 Northeast TWIN PEAKS&OASIS 74 0 0 0 100 0 0 74 0 0 South TORTOLITA VISTAS 155 0 45 0 55 0 70 85 0 0 Northeast UPTOWN AT MARANA 930 121 0 0 0 5 0 0 0 6 Northwest WHITNEY FARMS 12 0 0 0 100 0 0 12 0 0 Northwest WILLOW RIDGE COMMERCIAL 0 7 0 0 0 50 0 0 0 4 South WILLOW VISTA 69 0 20 0 80 0 14 55 0 0 South AIRPORT 0 0 0 0 0 0 0 0 11 29 South Total 6,973 341 Average Growth per Year 697 34 61 Page Marana Regular Council Meeting 08/01/2017 Page 210 of 343 Land Use Assumptions Draft Report-May 2017 2027 Conditions—With land Use Assumptions The land use assumptions were provided to the PAG travel demand modeling staff. Psomas estimated 2017 and 2027 socioeconomic population and employment projections by TAZ and compared them with the PAGs socioeconomic parameters (population and employment). The project team met with PAG staff to discuss their findings, including suggested refinements of some of the TAZ boundaries, and to request a special model run for the project based on the Psomas projections. We estimated 2027 socioeconomic conditions using data from PAG's 2022 model, and adding the projects in the Land Use Assumptions (if they were not already represented in the model). For residential developments, population was calculated assuming 2.5 persons per unit regardless of housing type. This assumption was applied based on the existing PAG model. For the Marana TAZs, there are 2.5 persons/residence, and for Pima County overall, the number is also 2.5 persons/residence. The commercial development assumptions and employment estimates continue to be based on analysis conducted for the Marana Town Center study and information from the Fiscal Impact Analysis Model used by the South Florida Regional Planning Council. Exhibit 5 Commercial Development Assumptions Acres to include #sq ft per buildings employee Retai l 20% 600 Off i ce 20% 400 Industrial 20% 21500 After the population and employment numbers were calculated for 2027 for each of the proposed projects in the Town of Marana, those values were assigned to the TAZ(s) in which the project is expected to be located.The population and employment numbers were then compared to the corresponding values provided in the PAG 2022 model. The higher of the two values for each affected TAZ was used for the 2027 model to ensure that all of the planned projects in the Town were accounted for in the 2027 model. Several of TAZs in the Town of Marana do not have planned developments in the next 10 years. Therefore, in order to account for unexpected developments which may be built during that time, an annual growth rate was applied to the population and employment for each TAZ which does not have a planned development in the next 10 years. Based on projections developed by the Arizona Office of Economic Opportunity, the population of Pima County is expected to increase approximately 1.1% per year between now and 2027. Therefore, a 1.1% per year growth rate was applied to the TAZs in Marana which do not include any planned developments over the next 10 years. In addition, the same 1.1% per year growth rate was 7 1 P a g e Marana Regular Council Meeting 08/01/2017 Page 211 of 343 Land Use Assumptions Draft Report-May 2017 applied to all TAZs fully outside the Town of Marana limits to provide 2027 estimates for the entire region. A summary of the population and employment estimates for 2017 and 2027 conditions is provided in Exhibit 6 as are the increases in each. The population and employment numbers by TAZ and the TAZ/Service Areas map are provided in the appendix. It should be noted that the population and employment estimates in the appendix differ from Exhibit 6 because some areas located outside the Town are included in several of the TAZs. The estimated future population of 58,935 at 2027 is very similar to the Arizona State Demographers forecast of 61,228. Exhibit 6 Socioeconomic Totals (2017—2027) 2017 2027 Increase Employees Population Employees Population Employees Population Northwest 1,932 7,512 3,053 11,862 1,121 4,350 Northeast 11791 91057 31082 15,174 11291 61116 South 10,177 251262 12,515 31,899 21338 61637 Townwide Totals 13,p900 41,p831 18,p650 58,p935 4,p750 17J03 Note:Marano portion of multijurisdictional TAZs only. 8age Marana Regular Council Meeting 08/01/2017 Page 212 of 343 APPENDIX • list of Preparers • Map of TAZs • Population and Employment by TAZ (2017 — 2027) Marana Regular Council Meeting 08/01/2017 Page 213 of 343 List of Preparers Staff Participants Keith Brann, P.E., CFM, Town Engineer and Project Director Frank Cassidy Esq., Town Attorney Erik Montague, CPA, Town Finance Director John Kmiec, Town Utilities Director Cynthia Nemeth-Briehn, Parks and Recreation Director Steve Cheslak, Principal Planner Psomas Alejandro Angel, PhD, P.E., PTOE, ENV SP Darlene Danehy, P.E., PTOE, ENV SP Curtis Lueck & Associates Curtis C. Lueck, PhD, P.E. Marana Regular Council Meeting 08/01/2017 Page 214 of 343 Map of TAZs y 1106 k 1105 a �Northea:s]t,. 892 4 723 Ll 817 810 $ m. 8 4 821 01 820 O N RD HARDIN RD 815 802 695 ,. S_. 829 819 814 o 808 799 68 Y 818 8131 82; U 809 711 S�lLARANA RD / 735 B82 0 807 /�cid 790 769 7 N GRIER RD 797 O� 784 �A y w 806 798 T�C� 753 iC 716 --- 691 O O r LU 812 BARI ETT RD n1p 789 4 24 796 '70, s J 1 702 694 681 889 � 805 GORE RD 785 9 783 z MOORERD O Qtr _LU 804 794 786 H O EL TIRO RD U) 788 764 752 D 741 738 733 721 718 712 7 5 (B9 692 ,Q 787 O F F 811 795 TANGERINE FARMS RD TANGERINE RD > m O 684 O Q 683 803 782 751 0 743 P� 732 717 LOVE RD 70 701 PA ISADES RD 825 793 778 ��`P 714 I Q 688 a 800765 O CA NO DEL N RTE 4A NJA"DR 781 w Q�\� 722 887 Q AVRA VALLEY RD '" 08 - 74 734 719 715. 685 z L �. ' e ` LAMBEF T LN LU 792 780 76 l`��O 1034 O 1039 1040 O 709.a 758 779 00 766 \�Q T57 z w z J 689 F7- 720 m T IN PEAKS n LINDA V STA BL Q Q Q 713 LINDA VISTA L J o 773 z 739 �,t z 1 038 x Z 767 759 749 —j1033 � _ 81 �sout�',� W 774 z �'O OVERTON RD ¢ ` 772 7684035 1048 1045 7^n a HARDY R 6 v V r 755 Q 791 (9,�`763 = 737 693 1047 775 L� CO 1.'ROj FARMS RD 1054 Lu 1046 704 x " 724 771 � 761 QO w 1036 1069 " 1053 MAGEE D. A o 74r O 748 �Q 1 037 1060 �, 82 o, F z 762 O 754 O o 1055 7013 697. 968 _..., w.. r 891 r 760 z 731 729 6of 1 U) 883¢ t, era. 7 F I JA R /,58 0 � INA RD z 844 ¢ w 736 726 z 744of 1085 <i ¢ %,.746 730 11051 O 2E 1052 1059 075.107;1079 1081210 l d.Y z if PICTURE ROCKS 770 BELMONT R 725 z ORA GE G OVE RIDE X` :'10490 o >.. 855 RD ,� 756 71 1074 10 890 622 639 1050 1071 z 76 Q �.� � Q 1077 c 888 _D ., 632 1070 .1072 540 V T x, 7 S NSE.T D 62 - u e:E D obe eoE e cubed.: DA�SGS7;;Xa•G�t�rr��ISiRD Ak.�c rrd,�,v:N._.C;F'sw� a o `d t�,, Marana Regular Council Meeting 08/01/2017 Page 215 of 343 Population and Employment by TAZ Northwest Benefit Area 2017 2027 Increase TAZ Employees Population Employees Population Employees Population 782 291 132 799 132 508 0 783 0 0 0 0 0 0 785 0 0 0 0 0 0 786 0 0 0 302 0 302 787 0 0 0 225 0 225 788 47 11237 256 21027 209 790 789 4 342 4 382 0 40 790 56 850 56 884 0 34 794 32 11789 36 11996 4 207 795 5 0 6 0 1 0 796 0 29 0 32 0 3 797 171 210 432 210 261 0 798 11256 364 11328 989 72 625 799 0 260 0 270 0 10 802 0 0 0 217 0 217 804 30 800 118 830 88 30 805 23 825 23 11082 0 257 806 35 171 35 936 0 765 807 46 1 51 1 5 0 808 2 259 2 273 0 14 809 0 0 170 0 170 0 810 0 0 0 9 0 9 812 15 15 17 17 2 2 813 0 0 0 243 0 243 814 0 0 0 38 0 38 815 0 2 0 428 0 426 817 0 0 0 78 0 78 818 15 123 17 137 2 14 819 13 29 15 32 2 3 820 0 0 0 0 0 0 821 0 1 0 1 0 0 823 18 40 20 45 2 5 824 8 379 9 423 1 44 TOTA LS 2,067 7.v858 3,393 12,242 1,326 4,384 Marana Regular Council Meeting 08/01/2017 Page 216 of 343 South Benefit Area 2017 2027 Increase TAZ Employees Population Employees Population Employees Population 622 160 1 178 1 18 0 628 544 989 607 11103 63 114 725 364 970 406 11082 42 112 728 417 0 465 0 48 0 729 437 11264 488 11410 51 146 730 11043 2 11164 2 121 0 731 739 11737 824 11938 85 201 736 11565 452 11565 812 0 360 737 120 11918 134 21140 14 222 739 39 11798 44 21006 5 208 740 108 11630 108 21118 0 488 744 334 0 421 0 87 0 746 0 40 0 45 0 5 747 259 11734 332 11872 73 138 748 21864 2 21864 82 0 80 749 17 11206 249 21058 232 852 754 85 0 95 0 10 0 755 79 884 158 884 79 0 756 39 11006 44 11122 5 116 757 2 326 2 511 0 185 758 7 170 87 457 80 287 759 105 3 117 3 12 0 760 100 11056 112 11178 12 122 761 356 11435 543 11435 187 0 762 30 944 33 11053 3 109 763 17 11289 26 11289 9 0 766 0 0 89 202 89 202 767 20 11548 31 11548 11 0 768 133 11956 203 11956 70 0 770 28 812 31 906 3 94 771 452 41179 504 41662 52 483 772 235 11953 520 11953 285 0 773 16 11255 24 11255 8 0 774 772 682 861 761 89 79 775 56 11222 56 11672 0 450 776 12 11211 13 11351 1 140 777 27 191 30 213 3 22 779 6 478 267 31552 261 31074 780 22 355 25 396 3 41 781 54 0 60 0 6 0 791 55 87 61 97 6 10 792 5 0 6 0 1 0 793 10 0 59 0 49 0 800 64 0 358 0 294 0 803 10 2 88 2 78 0 811 122 498 136 556 14 58 816 218 411 243 459 25 48 825 15 56 17 62 2 6 TOTALS 12,162 37,752 14,349 46,203 2,587 8,451 Marana Regular Council Meeting 08/01/2017 Page 217 of 343 Northeast Benefit Area 2017 2027 Increase TAZ Employees Population Employees Population Employees Population 721 248 741 248 751 0 10 723 0 0 0 0 0 0 727 24 337 24 363 0 26 732 25 659 25 659 0 0 733 21 117 23 131 2 14 734 12 308 13 344 1 36 735 6 183 6 957 0 774 738 10 11160 11 11294 1 134 741 167 11052 186 11174 19 122 742 31 155 31 217 0 62 743 13 216 809 738 796 522 750 9 296 84 11274 75 978 751 0 0 0 1 0 1 752 193 985 215 11099 22 114 753 798 31524 11129 71356 331 31832 764 0 0 0 0 0 0 765 0 0 0 0 0 0 769 167 402 186 448 19 46 778 112 98 344 98 232 0 784 151 17 168 19 17 2 801 0 0 0 0 0 0 LT:OTALSI: 1,p987 10,250 3,504 16,922 1,p517 6,67 TAZ 1 2017 2027 Increase Totals Employees Population Employees Population Employees Population 16,216 55,860 21,647 75,366 51431 19,506 2017 2027 Increase Town Totals Employees Population Employees Population Employees Population 13,900 41,831 18,650 58,935 41750 171103 Marana Regular Council Meeting 08/01/2017 Page 218 of 343 Town of Marana Impact Fee Study Streets Facilities Infrastructure Improvements Plan Public Report DRAFT Prepared by Prepared for A S MARANA ,,' ' , CELEBRATING 40 YEARS 333 East Wetmore Road, Suite 450 11555 West Civic Center Drive Tucson, AZ 85705 Marana, AZ 85653 Psomas Project No. 7TMA150105 May 31, 2017 Marana Regular Council Meeting 08/01/2017 Page 219 of 343 Town of Marana Mayor and Council Ed Honea— Mayor Jon Post—vice Mayor Dave Bowen — Councilmember Patti Comerford —Councilmember Herb Kai — Councilmember Carol McGorray— Councilmember Roxanne Ziegler— Councilmember Key Staff Gilbert Davidson, Town Manager Keith Brann, P.E., CFM, Town Engineer and Project Director Frank Cassidy Esq., Town Attorney Fausto Burruel, P.E., Traffic Engineering Division Manager Dan Grossman, Project Control Specialist Project Consultants Psomas 333 East Wetmore Road, Suite 450 Tucson, AZ 85705 520-292-2300 Prime Consultant—All Tasks Curtis Lueck &Associates 5640 West Four Barrel Court Tucson, AZ 85743 Advisor—All Tasks May 2017 Streets Facilities Infrastructure Improvements Plan Page i Marana Regular Council Meeting 08/01/2017 Page 220 of 343 TABLE OF CONTENTS 1. INTRODUCTION 1 1.1. ALLOCATION OF GROWTH WITHIN SERVICE AREAS 1 2. NECESSARY PUBLIC SERVICES 3 2.1. EXISTING NEEDS 3 2.2. PAG MODELING METHODOLOGY 6 2.3. PROJECTED NEEDS 7 3. TRAVEL DEMAND PER DEMAND UNIT—METHODOLOGY 8 3.1. AVERAGE TRIP LENGTH 8 3.2. ITE TRIP GENERATION RATES 8 3.3. PRIMARY TRIPS 10 3.4. TRAVEL DEMAND ON THE ARTERIAL AND MAJOR COLLECTOR ROAD NETWORK 10 4. PROJECTED SERVICE UNITS FOR NEW DEVELOPMENT 11 5. REVENUE CONSIDERATIONS 12 6. REFERENCES 14 May 2017 Streets Facilities Infrastructure Improvements Plan Page ii Marana Regular Council Meeting 08/01/2017 Page 221 of 343 LIST OF FIGURES FIGURE 1. STREETS FACILITIES SERVICE AREAS 2 LIST OF TABLES TABLE 1. NECESSARY STREETS FACILITIES, EXISTING AND FUTURE 4 TABLE 2. CURRENT AND FUTURE TRAFFIC VOLUMES 5 TABLE 3. ESTIMATE OF STREETS FACILITY DEMAND PER UNIT OF LAND USE 9 May 2017 Streets Facilities Infrastructure Improvements Plan Page iii Marana Regular Council Meeting 08/01/2017 Page 222 of 343 1. INTRODUCTION As many jurisdictions do, the Town of Marana collects development impact fees to help offset some of the infrastructure costs associated with growth. In order to continue charging impact fees, the Town must comply with Arizona Revised Statute (ARS) §9- 463.05, which includes the preparation of development fee studies, project lists, and fee schedules. Prior to establishing fees, a land use assumptions document and an infrastructure improvement plan (IIP) must be prepared. This report identifies the infrastructure needs for the street facilities in the Town. The analysis only includes arterials and major collectors, since roadways with lower classifications are generally internal to development and are constructed during the development process. This analysis will be used in the subsequent calculation of impact fee rates. The land uses that are used in this report to evaluate infrastructure needs are documented separately in the Land Use Assumptions report developed by the Town of Marana. The Land Use Assumptions report provides a quantification of expected future development within each of the service areas for which impact fees will be assessed. 1.1. ALLOCATION OF GROWTH WITHIN SERVICE AREAS A "service area" is defined in ARS §9-463.05 (T)9 as "any specified area within the boundaries of a municipality in which development will be served by necessary public services or facility expansions and within which a substantial nexus exists between the necessary public services of facility expansions and the development being served as prescribed in the infrastructure improvement plan." The Town of Marana currently has three service areas for streets: Northeast, Northwest, and South. The Town will continue to use the current services areas, which are shown in Figure 1. May 2017 Streets Facilities Infrastructure Improvements Plan Page 1 Marana Regular Council Meeting 08/01/2017 Page 223 of 343 Figure 1. Streets Facilities Service Areas AL4 Proal Coun , r Pima unty r.. ■1 ■ r.—K-16 W HARM RD r x w 1 9Y 14u6nes u_ J wGaeRU5H,RD � J \1% v re DRIER R 4� " a a o M - LlNE TT R6 wM9 DRE RQ r. m-----:a- 1N Ml''C RE n' tk4. 7A'ma k U F I 41f ' I _ �ii� ■ a r r% � 4 .p w k FA NC Et{I E�+ARMS HUS 'c4'f0.5.GERlht ICU � d Ma Fa r}2 , EgIOt � _ R;F YI IW C.:��"�h CITE Wf9�;HAh! W AVRAYALLL KU- •. is �' T LAhIBL 141 Lh o .V4 AVRA.1�t t�, � - s ya C r W T1VIW FER K�{t k w y' 4 W LIaVQl4 MTA.15L { W3lE I'iI;:M^lU „ 1 � I ' a JMLJR x m x t4 thiF6H RU at �� r L- 4" Impact Fee IV M1IXSaLL,a = I� wKAG ee arra Benefit Areas h ,' dr No.riestanararo1rano*a•tTiorBmentivea r Jv ■ ,_ 1■� w rwr,RQ a. N o*hwloat Marzna"^3n:porl;3uan E3erlofit Nei ' w INA RQ dV �I x ■ sato f�`I'�I'•�It�.Cl�,:l fvcrlehtAroa �°� --F- I ,� u - -VL RAWG 1 x _ w pr reorx�a a w BE hl4wT RP At,GU 3 i •.-...,�..... y W HUUAGILL Hli a, $ ;4;• ` fes"_ d .. ,1+I M. x .v.x..,x ; I ti•.JI -h.L 1 7D t May 2017 Road Facilities Infrastructure Improvements Plan Page 2 Marana Regular Council Meeting 08/01/2017 Page 224 of 343 2. NECESSARY PUBLIC SERVICES 2.1. EXISTING NEEDS For each necessary public service for which impact fees will be used, this document shall include the following: Per ARS §9-463.05(E)1: • "A description of the existing necessary public services in the service area and the costs to upgrade, update, improve, expand, correct or replace those necessary public services to meet existing needs and usage and stricter safety, efficiency, environmental or regulatory standards, which shall be prepared by qualified professionals licensed in this state, as applicable." Per ARS §9-463.05(E)2: • "An analysis of the total capacity, the level of current usage and commitments for usage of capacity of the existing necessary public services, which shall be prepared by qualified professionals licensed in this state, as applicable." The Town of Marana has identified the roadway projects which will be included in the development fee study as necessary public services. These projects, shown in Table 1, are necessary mainly due to the expected growth which was documented in the Land Use Assumptions report. The table includes the costs for all projects as well as the total costs for new/improvement projects and for legacy projects. Based on the 10-year framework required by the ARS, the analysis years include 2017 through 2027. The roadway projects for that period include 45.5 lane-miles of new and improved roadways, two traffic interchanges along Interstate 10 (at Twin Peaks Road and at Marana Road), and 50.4 lane-miles of legacy facilities reserved for development. Traffic volumes for each roadway project in 2017 and 2027 are provided in Table 2. The development of the traffic volumes in the table are further discussed in the following section. May 2017 Streets Facilities Infrastructure Improvements Plan Page 3 Marana Regular Council Meeting 08/01/2017 Page 225 of 343 Table 1. Necessary Streets Facilities,Existing and Future ImprovementsV Non- Total Capital Road Project #of Length Construction Cost Construction Cost-New/I Legacy Cost 'a Lanes (mi) Per Lane-Mile Total Costs* Marana Main Street Sandario Grier 2 0.54 $1,400,000 $1,512,000 $506,520 $2,020,000 RSC cost/mi (indexed) Marana Main Street Tangerine Farms Rd Sandario 2 0.3S $1,000,000 Town of Debt Service Marana } Tangerine Farms Road 1-10(Tangerine TI) Clark Farms 4 4.1 a� Outstanding Clark Farms Riccati Dr Despain Dr 3 0.7 +, $5,462,000 Impact Fee Built by developers o Gladden Farms Tangerine Farms Rd Lon Adams Rd 3 0.9 Credits z Lon Adams Road Tangerine Farms Rd Moore Rd 3 0.9 Tangerine Farms Road Clark Farms 1-10(Marana TI) 4 1.2 $1,400,000 $6,720,000 $2,251,200 $8,970,000 RSC cost/mi (indexed) Marana Road Interchange, Town of N/A N/A N/A N/A $6,000,000 Phase 1 Marana Tangerine Road,Phase 1 Dove Mountain Blvd Town Limits 4 2.4 $6,189,000 Town of Shortfall in impact fees at time of Marana Phase 1 construction to Town of Calculated cost of phase based on Tangerine Road,Phase 2 1-10(Tangerine TI) Dove Mountain Blvd 4 4.6 $49,179,000 � Marana Phase 1 costs,less RTA funding o Town of Debt Service(2/3 of total per Town z Twin Peaks Road Lambert Ln Tangerine Rd 4 2.1 $4,097,000 Marana of Marana based on length) Moore Road Camino de Oeste Thornydale Rd 2 1.3 $876,000 Outstanding cost Twin Peaks Interchange N/A N/A N/A N/A $3,008,000 Town of Debt Service Marana Twin Peaks Road I-10 Lambert Ln 4 1.3 $2,049,000 Town of Debt Service(1/3 of total per Town Marana of Marana based on length) Twin Peaks Road/ Saguaro Highlands RSC cost/mi Only 2 of the ultimate 4lanes-the 14- Silverbell Rd 4 1.5 $1,400,000 $8,400,000 $2,814,000 $11,210,000 Rattlesnake Pass Dr (indexed) other 2 are a rezoning requirement 0 Cortaro Road 1-10 Camino de Oeste 4 1.7 $8,134,735 Town of Marana Silverbell Road Ina Rd Cortaro Rd 4 1.0 $21,068,682 Town of Marana Ina Road 1-10 Silverbell Rd 4 1.1 $9,000,000 Town of Marana *Includes ROW,environmental mitigation,drainage,design,construction Total(New/Improvement Facilities) $121,771,417 management,financing costs Total(Legacy Facilities) 1$16,492,000 TOTAL(ALL FACILITIES) $138,263,417 May 2017 Road Facilities Infrastructure Improvements Plan Page 4 Marana Regular Council Meeting 08/01/2017 Page 226 of 343 Table 2. Current and Future Traffic Volumes Speed - Future Future FR .JL oad Project J Limits Limiti Volume Volume Capacity Volume Volume Capacity Marana Main Street Sandario Rd Grier Rd 25 0 N/A 1,700 1,895 14,040 Marana Main Street Tangerine Farms Rd Sandario Rd 25 0 14,040 600 2,659 14,040 v Tangerine Farms Road 1-10(Tangerine TI) Clark Farms 45 5,700 35,820 8,300 35,820 Clark Farms Riccati Dr Despain Dr 40 1,200 14,742 2,200 14,742 o Gladden Farms Tangerine Farms Rd Lon Adams Rd 30 3,800 14,742 3,600 14,742 z Lon Adams Road Tangerine Farms Rd Moore Rd 30 4,100 14,742 4,100 14,742 Tangerine Farms Road Clark Farms 1-10(Marana TI) 45 0 N/A 7,500 35,820 Marana Road Interchange,Phase 1 N/A N/A N/A N/A N/A N/A N/A Tangerine Road,Phase 1 Dove Mountain Blvd Town Limits 50 10,700 14,444 35,820 17,300 21,044 35,820 Tangerine Road,Phase 2 1-10(Tangerine TI) Dove Mountain Blvd 50 5,800 15,930 9,200 35,820 o Twin Peaks Road Lambert Ln Tangerine Rd 45 13,700 35,820 19,700 35,820 z Moore Road Camino De Oeste Thornydale 30 5,500 14,040 9,300 14,040 Twin Peaks Interchange N/A N/A N/A N/A N/A N/A N/A Twin Peaks Road 1-10 Lambert Ln 45 16,800 35,820 26,000 35,820 Twin Peaks Road/Rattlesnake Pass Saguaro Highlands Dr Silverbell Rd 45 6,700 15,930 9,000 15,918 35,820 L° Cortaro Road 1-10 Camino de Oeste 40 22,900 35,820 27,000 35,820 Silverbell Road Ina Rd Cortaro Rd 45 15,500 35,820 26,500 35,820 Ina Road 1-10 Silverbell Rd 45 19,700 12,848 35,820 31,400 24,548 35,820 1 From PAG 2017Travel Demand Model using Marana Land Use Assumptions Z Used recent traffic count if significant differences between 2017 PAG Model and recent traffic counts 3 Based on current road section and FDOT Capacity Tables 4 From PAG Travel Demand Model using Marana 2027 Land Use Assumptions and regional growth factor 5 Adjusted to better reflect anticipated volumes based on existing and planned developments 6 Based on 2027 road section and FDOT Capacity Tables May 2017 Road Facilities Infrastructure Improvements Plan Page 5 Marana Regular Council Meeting 08/01/2017 Page 227 of 343 2.2. PAG MODELING METHODOLOGY The Pima Association of Governments (PAG) maintains a travel demand model that estimates the future volumes for the Tucson metropolitan area. A new 2027 model was developed for this study based on employment, population, and facility inputs provided by the project team in collaboration with the Town. Note that the results of this model (and the 2017 model, also provided by PAG) do not represent official PAG forecasts, but are instead a special product developed by PAG for the Town of Marana. The PAG model does not directly include ITE trip generation rates (which are typically used to determine how much traffic a development will generate). Instead, the model develops trip generation based on the characteristics of each Traffic Analysis Zone (TAZ), such as employment and population. Trips are then distributed on the surrounding roadway network based on origins and destinations, trip length, travel time, and available roadway capacity. The resulting volumes are shown on Table 2 (see previous page). In some cases, existing and/or future volumes were adjusted beyond what was provided in the PAG models based on recent traffic counts and other available information. To estimate the necessary public services, the daily roadway capacity for one lane-mile of arterial roadway was calculated. The general daily capacities for a single lane ranges from 7,000 to 9,000 vehicles per day (vpd), depending on the roadway type, vehicular access control, and whether the roadway is in an urban or a rural area. The Town uses performance criteria based on daily service volumes included in their 2006 Procedures for Preparation of Transportation Impact Studies for the Town of Marana'to evaluate roadway Level of Service (LOS). LOS D is the performance standard for most areas, and will be used in this study. The often-used Florida Department of Transportation (FDOT) standards2 for LOS D are similar to those used by the Town of Marana. It is recommended that the FDOT standards for LOS D for each roadway type be adopted for this study. The appropriate roadway capacities are shown in Table 2. May 2017 Streets Facilities Infrastructure Improvements Plan Page 6 Marana Regular Council Meeting 08/01/2017 Page 228 of 343 2.3. PROJECTED NEEDS ARS §9-463.05(E)3 requires that this document shall include: "A description of all or the parts of the necessary public services or facility expansions and their costs necessitated by and attributable to development in the service area based on the approved land use assumptions, including an forecast of the costs of infrastructure, improvements, real property, financing, engineering and architectural services, which shall be prepared by qualified professionals licensed in this state, as applicable." As shown in Table 1, there are approximately 45.5 lane-miles of new roadway attributable to new development, two traffic interchanges along 1-10, and 50.4 miles of legacy facilities reserved for development, with an estimated total cost attributable to development of $67,849,296. The cost of preparing updates to the impact fee documents twice during the 10-year study period, based on the cost of this study, is $180,000 ($90,000 per update). Therefore, the total cost for providing these necessary public services associated with streets is $68,029,296 during the 10-year time period. May 2017 Streets Facilities Infrastructure Improvements Plan Page 7 Marana Regular Council Meeting 08/01/2017 Page 229 of 343 3. TRAVEL DEMAND PER DEMAND UNIT—METHODOLOGY ARS §9-463.05(E)4 requires that this document shall include: "A table establishing the specific level or quantity of use, consumption, generation or discharge of a service unit for each category of necessary public services or facility expansions and an equivalency or conversion table establishing the ratio of a service unit to various types of land uses, including residential, commercial and industrial." Town staff provided a list of land uses which will be used in calculating the trip generation for future development projects. Each of these land uses has documented trip rates in the ITE Trip Generation Manual'. There have been some minor changes in the land uses since the adoption of the 2014 IIP to better fit Town policies and projected development. Table 3 shows the estimated roadway demand per unit of land use, and a description of the factors is included in the following sections. 3.1. AVERAGE TRIP LENGTH The average trip length shown in Table 3 is based on trip length data from the Table 5 of the 2009 National Household Travel Survey4 (NHTS). The survey data is collected from a sample of U.S. households, and is expanded to provide national estimates of trips and travel distance by travel mode, trip purpose, and a number of household characteristics. 3.2. ITE TRIP GENERATION RATES The ITE Trip Generation Manual contains trip generation rates for a wide variety of land uses by unit of land use measurement (i.e. per residential unit for residential developments, per 1,000 square feet for commercial, etc.). The 91" Edition, published in 2012, was referenced for this work. The PM peak hour rates were applied in the demand unit calculations. The PM peak hour rates were used because that period is typically the busiest period of the day, and is generally what drives the need for additional capacity. May 2017 Streets Facilities Infrastructure Improvements Plan Page 8 Marana Regular Council Meeting 08/01/2017 Page 230 of 343 Table 3. Estimate of Streets Facility Demand per Unit of Land Use .. w 0 • CU cu r CL CL E ' .. iCU .. .. • CU M .. w r 4-0 Uj • CU �& > Id A Lan• • • • Uwj Residential Single Family Residential Dwelling Unit 100% 1.00 9.7 48% 4.7 210 1.0 Multi-Family Dwelling Unit 100% 0.62 9.7 48% 2.9 220 0.6 Hotel/Motel Rooms 100% 0.47 9.7 48% 2.2 320 0.5 Congregate Care Dwelling Unit 100% 0.17 9.7 48% 0.8 253 0.2 Single Family Residential(age restricted) Dwelling Unit 100% 0.27 9.7 60% 1.6 251 0.3 Multi-Family(age restricted) Dwelling Unit 100% 0.25 9.7 60% 1.5 252 0.3 Retail and Services <15,000 sf 1000 sf 19% 11 6.5 40% 5.4 820 1.2 >15,000 sf 1000 sf 66% 3.71 6.5 40% 6.4 820 1.4 High Traffic Retail 1000 sf 23% 25.86 6.5 40% 15.5 853,934 3.3 Industrial 1000 sf 70% 0.56 9.7 1 40% 1 1.5 1 110,120,150,1511 0.3 Office 1000 sf 75% 1.49 11.8 40% 5.3 710 1.1 Medical Office/Hospital 1000 sf 60% 2.25 9.7 40% 5.2 720,610 1.1 Institutional 1000 sf 50% 1.09 6.3 40% 1.4 520,530 0.3 Recreation 1000 sf 75% 0.17 10.7 40% 0.5 435 0.1 May 2017 Road Facilities Infrastructure Improvements Plan Page 9 Marana Regular Council Meeting 08/01/2017 Page 231 of 343 3.3. PRIMARY TRIPS Primary trips are trips to and from a specified land use which a driver intended to make without making other stops along the way. Drivers may also choose to divert from their originally intended path to make a secondary stop, or may choose to make a stop along their original path. These trips are called diverted trips and pass-by trips, respectively. The calculations for determining impact fees are based solely on primary trips, so diverted trip and pass-by trip data in the ITE Trip Generation Manual was used to determine what percentage of trips are primary trips for each land use. 3.4. TRAVEL DEMAND ON THE ARTERIAL AND MAJOR COLLECTOR ROAD NETWORK As previously discussed, only trips on the arterial and major collector roadways are considered in the development of impact fees. A general assumption, matching that in the 2014 11P, is that 80% of travel occurs on the arterial/major collector system for most land use types. As the Town has grown, it is assumed that 60% of all residential trips are on Town roadways. For most of the other land uses, half of the generated trips will occur on Town roadways, while the other half will occur outside Town limits or on non-town roadways (such as 1-10). Trips generated by age restricted residential developments are expected to include a higher percentage on Town roadways. May 2017 Streets Facilities Infrastructure Improvements Plan Page 10 Marana Regular Council Meeting 08/01/2017 Page 232 of 343 4. PROJECTED SERVICE UNITS FOR NEW DEVELOPMENT ARS §9-463.05(E)5 requires that this document shall include: "The total number of projected service units necessitated by and attributable to new development in the service area based on the approved land use assumptions and calculated pursuant to generally accepted engineering and planning criteria." In addition, ARS §9-463.05(E)6 requires that this document shall include: "The projected demand for necessary public services or facility expansions required by new service units for a period not to exceed ten years." The Land Use Assumptions report estimated that growth between 2017 and 2027 will include 6,973 new residential units and 341 acres of non-residential development, estimated to include 2.9 million square feet of non-residential building area. The calculation assumes a non-residential floor area ratio (FAR) of 0.2. May 2017 Streets Facilities Infrastructure Improvements Plan Page 11 Marana Regular Council Meeting 08/01/2017 Page 233 of 343 5. REVENUE CONSIDERATIONS Considering revenue, ARS §9-463.05(E)7 states that the IIP should include: "A forecast of revenues generated by new service units other than development fees, which shall include estimated state-shared revenue, highway users revenue, federal revenue, ad valorem property taxes, construction contracting or similar excise taxes and the capital recovery portion of utility fees attributable to development based on the approved land use assumptions, and a plan to include these contributions in determining the extent of the burden imposed by the development as required in subsection B, paragraph 12 of this section." In order to provide an equitable obligation of transportation impact fees, both costs and credits must be considered. New development must be given credit for contributions to the various forms of funding which may be used for roadway improvements, such as the contribution of a development impact fee. Other sources of roadway infrastructure funding which can be identified as coming from a new development must be considered as credits for that development. Further, the costs associated with correcting existing deficiencies cannot be placed as a burden on new development. Any money spent from common improvement funds to address a deficiency must consider credits to new development for which the improvement is associated. At this time, the only continuing revenue source which may be considered as credits to new development is the construction sales tax. The Town currently has a 4.0% construction sales tax. The construction sales tax is nominally collected at the rate of 65% of the contract value, which is the presumptive proportion of the contract related to taxable building materials. The 4% rate includes the Town's base rate of 2% plus an additional 2% specific to contracting activities'. 1 It is noted that the Town has temporarily increased its sales tax from 2.0%to 2.5%. The Additional 0.5% is to fund the construction of a police station and is expected to sunset in December Of 2018. Therefore for the purposes of this study, the 2.0% retail sales tax will be used. May 2017 Streets Facilities Infrastructure Improvements Plan Page 12 Marana Regular Council Meeting 08/01/2017 Page 234 of 343 For example, a typical new 2,000-square-foot single family home would have an estimated construction cost of $245,736 5, and a related construction tax of $5,995.53. However, only half of the tax is creditable against the development fee, so the credit is $2,997.77, which is rounded up to $2998. The calculation methodology and complete table of construction sales tax credits by impact fee category are included in Appendix B of this report. Note that the construction sales tax credit will be split between the streets facilities fee and the park fee for single family and multi-family residential developments (general and age- restricted) in the development of the fee studies for the two infrastructure categories. The Town utilizes its HURF/VLT allocation solely for maintenance. Therefore, no credit will be provided for HURF/VLT funds. In addition, the Town does not have a property tax, and other state and federal revenues are undeterminable and intermittent. Therefore, the construction sales tax credit is the only source of credits considered in this study. May 2017 Streets Facilities Infrastructure Improvements Plan Page 13 Marana Regular Council Meeting 08/01/2017 Page 235 of 343 6. REFERENCES Procedures for the Preparation of Transportation Impact Studies for the Town of Marana. Town of Marana, July 2006. 2 Florida Quality and Level of Service Tables. Florida Department of Transportation, 2013. 3 Trip Generation Manual, 9t" Edition. Institute of Transportation Engineers, 2012. 4 Summary of Travel Trends, 2009 National Household Travel Survey. Federal Highway Administration, June 2011. http-//nhts.ornl.gov/2009/pub/stt.pdf, accessed May 2017. 5 Building Valuation Data—February 2017. International Code Council, https://cd n-web.iccsafe.org/wp-content/u pload s/BVD-0217.pdf, accessed May 2017. May 2017 Streets Facilities Infrastructure Improvements Plan Page 14 Marana Regular Council Meeting 08/01/2017 Page 236 of 343 Appendix A List of Preparers Psomas Alejandro Angel, PhD, P.E., PTOE, ENV SP Darlene Danehy, P.E., PTOE, ENV SP Curtis Lueck &Associates Curtis C. Lueck, PhD, P.E. Staff Participants Keith Brann, P.E., CFM, Town Engineer and Project Director Fausto Burruel, P.E., Traffic Engineering Division Manager Dan Grossman, Project Control Specialist Frank Cassidy Esq., Town Attorney Marana Regular Council Meeting 08/01/2017 Page 237 of 343 Appendix B Methodology for Construction Sales Tax Credit 1. Assuming typical building materials for each representative impact fee category, construction costs were determined using the International Code Council cost valuation tables. 2. The construction sales tax is based on a state formulae which includes the Town construction sales tax(4%), the total tax rate for the area (10.1% in Pima County'), and a percentage of the actual construction cost (65%) a. First, the formula includes a calculation of a tax factor on the overall tax burden: (65% x 10.1%) / (1 + (65% x 10.1%)) = 0.0616056 b. Next, the formula multiplies this factor by the portion of the total sales tax that is the Town's to determine an adjusted sales tax rate 0.0616056 x (4% / 10.1%) = 2.4398% 3. State law requires that all tax revenue received above the Town's normal sales tax be credited against the development impact fees. For the Town, the normal sales tax is 2%, compared to the overall construction sales tax of 4%4. Therefore, 50% of the construction sales tax collected should be applied as a credit against the impact fees. 4. For impact fee categories which are unit based, representative building sizes were used to develop estimated construction costs and associated taxes. The following average square footages include residential living areas and additional accompanying areas. a. Single family residence (general and age-restricted) — 2,000 sq ft of living space, 400 sq ft garage b. Multi-family residence(general and age-restricted) — 1,115 sq ft total space per unit (rental) c. Hotel/motel —550 sq ft of total space per unit (room) d. Congregate care— 350 sq ft of total space per unit (bed) 2 Formula is provided by the Arizona Department of Revenue (https://www.azdor.gov) 3 Total tax rate is 5.6% for the state + 4% for Marana construction + 0.5% for the RTA= 10.1% 41t is noted that the Town has temporarily increased its sales tax from 2.0%to 2.5%. The Additional 0.5% is to fund the construction of a police station and is expected to sunset in December Of 2018. Therefore for the purposes of this study, the 2.0% retail sales tax will be used. Marana Regular Council Meeting 08/01/2017 Page 238 of 343 5. All other impact fees categories use 1,000 sq ft of construction for the construction tax credit, related directly to the impact fee burden, which is also calculated based on 1,000 sq ft. Marana Regular Council Meeting 08/01/2017 Page 239 of 343 Construction Sales Tax Credit by Impact Fee Category Impact Fee IF"'Icc ICC Cost ypical Construction Total Creditable oryj ICC Building • • • • L • • • ft Category •- per sq ft J ][sq ft Costsales tax Sales Tax ML: M Jmliili Single Family R3-residential one and two family 5b $113.85 $113.85 21000 Residence U-utility(garage) 5b $45.09 $45.09 400 $245,736.00 $5,995.53 $2,998.00 Multi-Family Residence R2-residential multi-family 5b $104.47 $104.47 11115 $116,484.05 $2,842.01 $1,422.00 Single Family R3-residential one and two family 5b $113.85 $113.85 2,000 Residential $245,736.00 $5,995.53 $2,998.00 (age restricted) U-utility(garage) 5b $45.09 $45.09 400 Multi-Family N/A 5b $104.47 $104.47 11115 $116,484.05 $2,842.01 $1,422.00 (age restricted) Hotel/Motel R1-residential hotels 5b $133.61 $133.61 550 $73,485.50 $1,792.92 $897.00 Congregate 12-institutional,nursing homes 3a $179.07 $157.75 355 $56,001.25 $1,366.33 $684.00 Care R4-care/assisted living 5a $136.43 Retail Services M-mercantile 3b $104.03 $104.03 1,000 $104,030.00 $2,538.15 $1,270.00 High Traffic B-business 3b $142.14 $142.14 1,000 $142,140.00 $3,467.97 $1,734.00 Retail Industrial B-business 3b $142.14 $142.14 1,000 $142,140.00 $3,467.97 $1,734.00 Office B-business 3b $142.14 $142.14 1,000 $1421140.00 $3,467.97 $11734.00 Medical 12-institutional,hospitals 1b $301.16 $301.16 11000 $301,160.00 $7,347.78 $3,674.00 A3-assembly,churches 3b $172.49 Institutional E-educational 3b $154.12 $154.64 1,000 $154,636.67 $3,772.86 $1,887.00 A3-assembly,libraries,museums, 3b $137.30 community halls,general Recreation iA3-museums,libraries 3b $137.30 $137.30 1,000 $137,300.00 $3,349.88 $1,675.00 Marana Regular Council Meeting 08/01/2017 Page 240 of 343 Town of Marana, Arizona MARANA AZ, CELEBRATING 40 YEARS Impact Fee Study Update Parks Infrastructure Improvement Plan DRAFT May 19, 2017 Prepared by j j j j NOKKIS DESIGN Manna Regular Council Meeting 08/01/2017 Page 241 of 343 Town of Marana Mayor & Council Mayor Ed Honea Vice Mayor Jon Post Dave Bowen Patti Comerford Herb Kai Carol McGorray Roxanne Ziegler Key Staff Gilbert Davidson,Town Manager Keith Brann, P.E., CFM,Town Engineer and Project Director Frank Cassidy Esq.,Town Attorney Cynthia Nemeth, Director, Parks and Recreation Department D.Tyrell McGirt, Deputy Director, Parks and Recreation Department Project Consultant Norris Design 418 N.Toole Ave Tucson,Arizona 85701 Marana Regular Council Meeting 08/01/2017 Page 242 of 343 TABLE OF CONTENTS INTRODUCTION..........................................................................................................................................................1 ELEMENTS OF THE IMPACT FEE STUDY UPDATE..............................................................................................1 ServiceArea..................................................................................................................................................................1 Parksand Recreation Facilities IIP...............................................................................................................................1 METHODOLOGY.........................................................................................................................................................2 TheTown of Marana Service Area...............................................................................................................................3 ProportionateShare......................................................................................................................................................3 Service Units as Equivalent Demand Units..................................................................................................................3 NECESSARY PUBLIC SERVICES-EXISTING.......................................................................................................5 NECESSARY PUBLIC SERVICES-NEW DEVELOPMENT...................................................................................8 UPDATED PARKS IMPACT FEE PER SERVICE UNIT...........................................................................................9 PROJECTED SERVICE UNITS FOR NEW DEVELOPMENT..................................................................................9 PROJECTED IMPACT FEE REVENUE,2017-2027............................................................................................ 10 LIST OF EXHIBITS Exhibit 1: Parks and Recreation Facilities Service Area..............................................................................................4 Exhibit 2: Service Unit as Equivalent Demand Unit.....................................................................................................5 Exhibit 3: Existing Park Inventory and Replacement Value.........................................................................................6 Exhibit 4: Existing Equivalent Demand Units...............................................................................................................7 Exhibit 5: Existing Park Value by Equivalent Demand Unit.........................................................................................7 Exhibit 6: Parks Capital Improvement Plan 2017-2027...............................................................................................8 Exhibit 7: Updated Parks Impact Fee per EDU (Before Credits).................................................................................9 Exhibit 8: Park Service Units(2017 and 2027) ..........................................................................................................10 Exhibit 9: Potential Park Impact Fee Revenue,2017-2027(Before Credits)............................................................10 APPENDIX Appendix A: List of Preparers Appendix B: Table of Paths and Trails Areas Marana Regular Council Meeting 08/01/2017 Page 243 of 343 Introduction The Town of Marana is responsible for collecting development impact fees to supplement the cost of expanding parks and recreation facilities to meet increased demand associated with new development. The collection of impact fees is legislated by Arizona Revised Statute (ARS) §9-463.05. The calculation of impact fees for parks and recreation facilities and the expansion of parks and recreation infrastructure associated with growth are described in the Infrastructure Improvement Plan (IIP) for Parks and Recreation Facilities. The 2014 IIP for the Town's parks and recreation system is now being updated for 2017. In order to continue collecting impact fees, the Town has prepared an updated IIP for 2017 that includes fee schedules and a list of capital improvements that are projected to be constructed over the next ten years. Arizona's statute that legislates impact fee assessment procedures and programs requires jurisdictions to develop an IIP that is based on land use assumptions that describe existing and new development. As defined in ARS §9-463.05(T)6: "'Infrastructure Improvements Plan'means a written plan that identifies each necessary public service or facility expansion that is proposed to be the subject of a development fee and otherwise complies with the requirements of this section, and may be the municipality's capital improvements plan." This Impact Fee Study Update is a report that identifies infrastructure needs for parks and recreation facilities, and the calculation of impact fees. The Town of Marana's Land Use Assumptions are the basis for projecting infrastructure expansion as a result of new development. Elements of the Impact Fee Study Update Service Area Service areas are defined in ARS §9-463.05 (T)9: "any specified area within the boundaries of a municipality in which development will be served by necessary public services or facility expansions and within which a substantial nexus exists between the necessary public services of facility expansions and the development being served as prescribed in the infrastructure improvements plan." Parks and Recreation Facilities IIP A.R.S. §9-463.05(7)G defines the facilities and assets that can be included in the Parks and Recreation IIP: "Neighborhood parks and recreational facilities on real property up to thirty acres in area, or parks and recreational facilities larger than thirty acres if the facilities provide a direct benefit to the development. Park and recreational facilities do not include vehicles, equipment or that portion of any facility that is used for amusement parks, aquariums, aquatic centers, auditoriums, arenas, arts and cultural facilities, bandstand and orchestra Marana Parks Infrastructure Improvement Plan- DRAFT I Page 1 Marana Regular Council Meeting 08/01/2017 Page 244 of 343 facilities, bathhouses, boathouses, clubhouses, community centers greater than three thousand square feet in floor area, environmental education centers, equestrian facilities, golf course facilities, greenhouses, lakes, museums, theme parks, water reclamation or riparian areas, wetlands, zoo facilities or similar recreational facilities, but may include swimming pools." The 2017 Parks and Recreation Facilities IIP identifies assets for community parks, regional parks, recreation facilities, and trails, as well as, the preparation of a future Parks and Recreation Facilities IIP and Parks and Recreation Master Plan Update. The 2017 Marana Parks, Recreation, Trails and Open Space Master Plan Update guides the Town's efforts to continue to meet the community's need for quality parks and recreation facilities. It is a Master Plan Update that affirms the community's priorities for parks and recreation infrastructure and the level of service that's provided for residents. The Master Plan Update reflects the community's priorities for capital improvements that are included in the IIP. Methodology This Impact Fee Study Update employs an incremental expansion method that identifies the Town's existing level of service and projects the level of service assumptions over the next ten years as the community grows. The existing level of service for parks and recreation facilities is assigned a value based on the cost of replacement. The value of the parks and recreation system is adjusted to subtract outstanding debt on existing facilities, the balance collected, unspent impact fees, developer fee credits and the cost of the Impact Fee Study. The adjusted value of the existing parks and recreation facilities is then distributed across the existing level of community development to calculate a value of the existing parks system per dwelling. The adjusted value of the existing parks and recreation facilities relative to current development is then projected onto new development using estimates for future development found in the Town's land use assumptions. Using this methodology, the Town's existing level of parks and recreation service is maintained as the community grows and expansion of parks and recreation facilities necessary to meet the demand of growth has a supplemental funding source in development impact fees. The advantages of using an incremental expansion method over other methods, e.g. a general standards- based or plan-based methods, include the following metrics. • The fee is based on the existing level of service provided by the Town instead of a national standard that fails to account for jurisdictional variations. • The incremental expansion method more accurately identifies the value of existing level of service compared to estimating a general cost per acre of developed parkland. Existing level of service is valued by assigning replacement costs to inventoried park assets. • The incremental expansion method is flexible because the impact fee is based on existing level of service. Consequently, the Town may fine tune capital improvements identified in the IIP to meet changing community recreation needs. A standards-based approach based on the Parks Recreation Trails and Open Space Master Plan would require an update to the Master Plan and a re-calculation of the impact fees to meet changing community needs. Marana Parks Infrastructure Improvement Plan- DRAFT I Page 2 Marana Regular Council Meeting 08/01/2017 Page 245 of 343 The Town of Marana Service Area For this Impact Fee Study Update, there is one service area identified for the Town of Marana, as shown in Exhibit 1. The most densely developed areas of the Town are where existing parks and recreation facilities are located. These densely developed areas are adequately served by the parks and recreation facilities. It is in areas of new development that park and recreation facility expansion is needed to meet the demand of growth. Consequently, new facilities that expand the parks and recreation system will directly benefit residents in areas of new growth in keeping with the legislative requirements for collecting development impact fees. There is, however, a need for additional trails to serve the developed areas of Marana. Since the Town is committed to providing a uniform level of service across the entire city, a single service area will be used. Proportionate Share New residential development creates incremental demand for expanded parks and recreation facilities while demand created by non-residential development is relatively low. The proportionate share of the cost of parks and recreation service for non-residential development is low enough that it does not justify collecting development impact fees. Future impact fee studies shall reconsider the non-residential share of the cost of parks and recreation infrastructure as the character of development in the Town changes over time or as future research on the impact of non-residential development is developed. Service Units as Equivalent Demand Units ARS §9-463.05 requires that service units be defined in an impact fee study and used as the basis for impact fee collection. The 2017 Impact Fee Study uses an Equivalent Demand Unit(EDU) as the service unit for the park impact fee. To calculate an EDU, housing unit types are weighted in relation to single- family detached housing. The weight of each housing type reflects a park service multiplier derived from the average household size for each housing type based on United States Census Bureau statistics. The average household size for a single-family detached housing unit is 2.7 while the average household size of a multi-family/single-family attached housing unit is 1.8. The park service multiplier for a single-family detached residence is therefore 1.0 while the park service multiplier fora multi-family/single-family attached dwelling unit is 0.67. The sum of these weighted dwelling units by housing type results in total EDUs for the Town. Unlike impact fee studies for parks improvements, impact fee studies for transportation infrastructure expansion often use land use categories that are identified through analysis of vehicle usage and trip data that is available locally and is part of published transportation planning literature. Because there is no data on visits to existing parks, the Impact Fee Study for Parks and Recreation Facilities makes use of the differentiation between single-family and multi-family residential units and their average household sizes to fine tune the definition of service units for parks impact fees. Marana Parks Infrastructure Improvement Plan- DRAFT Page 3 Marana Regular Council Meeting 08/01/2017 Page 246 of 343 Exhibit 1:Parks and Recreation Facilities Service Area Penal County Pima County c t z a I Lb'MARANA RD � z 0 # w mOORE RD W MOORE RD Of LU 2 � vV L TIRO RD WS/4 R + W TANGERINE ADmi 1 1 r 0 1 , - w <I W NALA DR Xdo �� �a YV AURA VALLEY I} ���+ C z I _ 0 z 11Pz 1W Twvrr ryEAKS M w:INDA V1STq 51.3 aW OVERTON RD we RTA ROFARKIS Marana Park Impact Fee Benefit Areas 14 �1 Marana Town Limils L..QWGE }} r 1 J Marana Park Benefit Area W I". R D 2 County Llrnits i - Major Street � 1 41 D+CTl1y� F�OCl(s RC i`1(7RA,NGE GROV=4D Street 4 1 2 1 r X21 11 1 hlwles wV 5UN5ETrRD �''��RL) N 1 inch=2 miles mmmwiu Marana Parks Infrastructure Improvement Plan-DRAFT Page 4 Marana Regular Council Meeting 08/01/2017 Page 247 of 343 Exhibit 2: Service Unit as Equivalent Demand Unit Average HH Housing Type Size EDU Single Family Detached 2.7 1.00 Multi - Family/Single Family Attached 1.8 0.67 Reference: US Census Bureau Necessary Public Services - Existing As required in ARS §9-463.05(E)1 a "necessary public service" must meet the following criteria: "A description of the existing necessary public services in the service area and the costs to upgrade, update, improve, expand, correct or replace those necessary public services to meet existing needs and usage and stricter safety, efficiency, environmental or regulatory standards, which shall be prepared by qualified professionals licensed in this state, as applicable." In addition, ARS §9-463.05(E)2 requires: "An analysis of the total capacity, the level of current usage and commitments for usage of capacity of the existing necessary public services, which shall be prepared by qualified professionals licensed in this state, as applicable." In response to the required analysis of existing, necessary public park services, an inventory of parks and recreation assets throughout the Town of Marana has been compiled (Exhibit 3). The inventory is based on data provided by the Town of Marana and lists existing park amenities by facility with an identified replacement cost. The inventory excludes park acreage beyond the 30-acre limit referenced in ARS§9- 463.05(T)7(G). Replacement costs are based on current construction costs in the parks and recreation industry. Trail mileage and associated acreage are listed in Appendix B. The existing level of service provided by the Town's current parks and recreation facilities is quantified by distributing the value of the existing parks and recreation facilities over the total number of existing EDUs in the Town. Exhibit 3 describes the total value of existing parks and recreation infrastructure. The existing number of EDUs is described in Exhibit 4. The existing level of service provided by the Town of Marana's park infrastructure is quantified by dividing the total value of the existing infrastructure (Exhibit 3) by the existing number of EDUs (Exhibit 4). Marana Parks Infrastructure Improvement Plan- DRAFT I Page 5 Marana Regular Council Meeting 08/01/2017 Page 248 of 343 Exhibit 3: Existing Park Inventory and Replacement Value L CU �C f"1 Q L.L �C CU _?+ U [6 L C 0 •L M 0 CU N Y L O N is O - CU (6 � O LE -2 - O 00 Z O E }, =30 CU (6 (6 U) U> O O O L a--. E 0 to (6 = O L > O U M N O N � C con U) cA U Z �_ H H > E �(a/ ��O// �--• O n C Q >+ O < LL LL L L �C (U Q� L (� C U U) � M 0 U U) a � O U a to a� LL '0 2 en a) J a o oE CL c ca = m � �_ CC� L N > � •L G '- L Q J U LL a� �. Q CO O C O C (6 to O !E ~ N O Asset c) U v w C = o n L) cn 3: Total Acres 12.0 9.2 49.9 1.3 12.5 0.8 33.0 13.5 18.0 4.9 0.8 2.0 0.8 1.0 159.57 $ 30,000 $ - Eligible Acres 12.0 9.2 30.0 1.3 12.5 0.8 30.0 13.5 18.0 4.9 0.8 2.0 0.8 1.0 136.72 $ 30,000 $ 4,101,600 Community Center(s.f.) 8300 8300.00 $ - Eligible Community Center(s.f.) 3000 3000.00 $ 350 $ 1,050,000 Restroom 1 1 3 1 3 1 1 1 1 13.00 $ 140,000 $ 1,820,000 Concession 1 1 1 1 1 5.00 $ 200,000 $ 1,000,000 Play Area(Shaded) 2 2 2 1 1 2 1 11.00 $ 165,000 $ 1,815,000 Basketball 2 1 2 0.5 1 1 1 1 9.50 $ 50,000 $ 475,000 Tennis 2 1 1 2 6.00 $ 50,000 $ 300,000 Sand Volleyball 2 1 3.00 $ 13,000 $ 39,000 Swimming Pool 1 1.00 $ 4,000,000 $ 4,000,000 Small Ramada 10'x10' 4 1 1 6 2 4 1 1 1 1 1 23.00 $ 12,000 $ 276,000 Large Ramada 30'x30' 1 5 1 1 2 10.00 $ 70,000 $ 700,000 Group Ramada 30'x60' 1 1 1 3.00 $ 110,000 $ 330,000 Skate Park 1 1.00 $ 1,000,000 $ 1,000,000 Off Leash Dog Park 1 1 1 1 4.00 $ 200,000 $ 800,000 Horseshoe Pit 2 2 1 5.00 $ 2,500 $ 12,500 Youth Ball Field(Lighted) 2 4 6.00 $ 180,000 $ 1,080,000 Youth Ball Field(No Lights) 4 2 2 2 1 11.00 $ 85,000 $ 935,000 Adult Ballfield(Lighted) 1 1 2.00 $ 280,000 $ 560,000 M ulti-Use 2 1 1 1 1 10 1 17.00 $ 36,000 $ 612,000 Soccer(No Lights) 1 1.00 $ 46,000 $ 46,000 Soccer(Lighted) 2 1 3.00 $ 240,000 $ 720,000 Parking Spaces 108 52 323 9 62 9 196 50 61 58 79 8 10 1025.00 $ 2,000 $ 2,050,000 Maintenance Building 1 1 2.00 $ 400,000 $ 800,000 Storage Building 1 1 2.00 $ 150,000 $ 300,000 Drinking Fountains 7 4 8 1 3 3 8 3 1 1 1 40.00 $ 3,000 $ 120,000 Benches 10 6 7 1 6 7 22 12 8 4 1 2 86.00 $ 625 $ 53,750 Bleachers 8 2 6 2 5 2 25.00 $ 2,500 $ 62,500 Trash Receptacles 14 8 43 3 8 4 52 10 10 2 1 160.00 $ 250 $ 40,000 Picnic Tables 8 10 32 1 14 2 39 6 13 1 2 128.00 $ 1,200 $ 153,600 Bike Racks 1 1 1 1 3 1 1 1 1 11.00 $ 700 $ 7,700 Barbeque Grills 2 4 8 3 1 9 5 6 1 39.00 $ 500 $ 19,500 Exercise Stations 10 6 16.00 $ 1,200 $ 19,200 Signage 136.72 $ 2,616 $ 357,660 Fencing 136.72 $ 6,265 $ 856,551 Lighting 136.72 $ 11,765 $ 1,608,487 Landscape 136.72 $ 19,445 $ 2,658,520 Irrigation 136.72 $ 5,325 $ 728,034 Park Hardscape 136.72 $ 18,817 $ 2,572,660 Paths(Miles) 7.28 $ 120,000 $ 873,600 Trails(Miles) 37.4 $ 80,000 $ 2,992,000 Electrical Service 1 1 1 1 1 1 1 1 1 9.00 $ 40,000 $ 360,000 [TOTAL $ 38,305,862 *Source:Asset Inventory Town of Marana **Source: Replacement values from construction cost estimates within the last year; Marana Parks and Recreation Staff, and consultant recommendations. Marana Parks Infrastructure Improvement Plan- DRAFT Page 6 Marana Regular Council Meeting 08/01/2017 Page 249 of 343 Exhibit 4: Existing Equivalent Demand Units Park Service 2017 Service Housing Type 2017 Dwelling Units Unit Multiplier Units(EDUs) Single Family Detached 13,134 1.00 13,134 Multi- Family/Single Family Attached 1,714 0.67 1,148 TOTAL 2017 1 1 14,282 Based on statute, the value of the existing parks and recreation level of service must be increased by the total impact fees collected to date and decreased by 1) outstanding credits given to developers and 2) park- related debt. Credits to developers are generated when developers contribute to the expansion of the parks and recreation infrastructure by building a park in-lieu of paying development impact fees. This calculation of the adjusted value of the existing parks and recreation infrastructure is found in Exhibit 5. The adjusted value of the existing parks and recreation infrastructure is then distributed among existing EDUs to identify a per EDU value of the existing park and recreation infrastructure. The calculation of the value of the existing parks and recreation infrastructure per EDU is shown in Exhibit 5. This per service unit value represents the standard level of service that must be maintained as the Town grows. Exhibit 5: Existing Park Value by Equivalent Demand Unit Credits Offsets Total Total Replacement Value $38,305,862 Impact Fee Account Balance $4,033,000 Outstanding Impact Fee Credits $0 Outstanding Park Debt $0 $42,338,862 $0 Adjusted Existing Park Value $42,338,862 Existing EDU 14,282 Net Value Per EDU $2,9 644 Marana Parks Infrastructure Improvement Plan- DRAFT Page 7 Marana Regular Council Meeting 08/01/2017 Page 250 of 343 Necessary Public Services - New Development ARS§9-463.05(E)3 requires: "A description of all or the parts of the necessary public services or facility expansions and their costs necessitated by and attributable to development in the service area based on the approved land use assumptions, including a forecast of the costs of infrastructure, improvements, real property, financing, engineering and architectural services, which shall be prepared by qualified professionals licensed in this state, as applicable." In response to the statutory mandate for a description of parks and recreation facility expansion projects required to meet the demand of new growth, the Town of Marana has developed the Ten-Year Capital Improvement Plan in Exhibit 6. Impact fees that are collected between 2013 and 2023 will be directed to the capital improvements identified in Exhibit 6 with the understanding that A.R.S. §9-463.05 allows that "...a municipality may amend an infrastructure improvements plan adopted pursuant to this section without a public hearing if the amendment addresses only elements of necessary public services in the existing infrastructure improvements plan and the changes to the plan will not, individually or cumulatively with other amendments adopted pursuant to this subsection, increase the level of service in the service area or cause a development fee increase..." Exhibit 6: Parks Capital Improvement Plan 2017-2027 PROJECT FY 2018-20 FY 2021-28 10-Year Total North Marana Sports Fields $350,000 $3,000,000 $3,350,000 Saguaro Bloom Community Park $3,377,800 $3,377,800 Tangerine Sky Community Park Hard Structures $500,000 $500,000 NE District Park Land Acquisition $1,500,000 $1,500,000 CAP Canal Trail Improvements $100,000 $100,000 Santa Cruz SUP Avra Valley Rd. - N. Marana $1,500,000 $1,500,000 Tortolita Trail Extension $450,000 $450,000 Ora Mae Harn Park Improvements $250,000 $2,200,000 $2,450,000 Heritage River Park Improvements $1,000,000 $1,000,000 Tangerine Rd. Corridor Path $900,000 $900,000 Santa Cruz Shared Use Path, Phase 111 $1,000,000 $1,000,000 Adult Softball Field Ora Mae Harn Park $360,000 $360,000 Impact Fee Study $65,000 $65,000 Parks, Recreation, Trails&Open Space Master Plan $350,000 $350,000 Total $16,902,800 Marana Parks Infrastructure Improvement Plan- DRAFT I Page 8 Marana Regular Council Meeting 08/01/2017 Page 251 of 343 Updated Parks Impact Fee per Service Unit ARS§9-463.05(E)3 requires: "A table establishing the specific level or quantity of use, consumption, generation or discharge of a service unit for each category of necessary public services or facility expansions and an equivalency or conversion table establishing the ratio of a service unit to various types of land uses, including residential, commercial and industrial." Exhibit 7 meets the statutory mandate described above. The updated park impact fee is a projection of existing level of service to new development. Exhibit 7 converts the net value per EDU to cost per housing unit by multiplying it by the Park Service Unit Multiplier. The updated impact fee derived in Exhibit 7 does not reflect any credits or allowable deductions. Exhibit 7: Updated Parks Impact Fee per Equivalent Demand Unit (Before Credits) Single Multi- Family Family Net Value Per EDU $2,964 Park Service Unit Multiplier 1.00 0.67 Updated Impact Fee $2)964 $1)986 Current Fee $2,986 $2,001 Percent Change -0.7% -0.7% Projected Service Units for New Development ARS§9-463.05(E)3 requires: "The total number of projected service units necessitated by and attributable to new development in the service area based on the approved land use assumptions and calculated pursuant to generally accepted engineering and planning criteria." The Town of Marana has developed Land Use Assumptions that estimate the number of new dwelling units expected over the next ten years. Exhibit 8 presents the existing and future dwelling units in the 10-year window based on the Town's Land Use Assumptions. The final result is the number of new EDUs expected over the next ten years. Marana Parks Infrastructure Improvement Plan- DRAFT I Page 9 Marana Regular Council Meeting 08/01/2017 Page 252 of 343 Exhibit 8: Park Equivalent Demand Units (2017 - 2027) Park 2017 2017 Service Service Dwelling Unit Units Housing Type Units Multiplier (EDUs) Single Family Detached 13,134 1.00 13,134 Multi- Family/Single Family Attached 1,714 0.67 1,148 TOTAL EDUs 2017 14,282 Park 2027 2027 Service Service Dwelling Unit Units Housing Type Units Multiplier (EDUs) Single Family Detached 19,806 1.00 19,806 Multi- Family/Single Family Attached 2,015 0.67 1,350 TOTAL EDUs 2027 21,156 New EDUs 2017-2027 6,874 Projected Impact Fee Revenue, 2017 - 2027 ARS§9-463.05(E)3 requires: "The projected demand for necessary public services or facility expansions required by new service units for a period not to exceed ten years." Exhibit 9 calculates the total expected revenue from impact fees collected between 2017 and 2027 based on the estimated number of new EDUs (Exhibit 8) and updated impact fee. The total projected revenue does not include development credits. Exhibit 9: Potential Park Impact Fee Revenue, 2017-2027 (Before Credits) Service Area New EDUs Impact Fee/EDU Projected Revenue 2017-2027 Planned (Before Credits) (Before Credits) Costs Town-wide 6,874 $2,964 $20,376,391 $16,902,800 Marana Parks Infrastructure Improvement Plan- DRAFT I Page 10 Marana Regular Council Meeting 08/01/2017 Page 253 of 343 APPENDIX A List of Preparers Staff Participants Keith Brann, P.E., CFM,Town Engineer and Project Director Frank Cassidy Esq.,Town Attorney Cynthia Nemeth, Director, Parks&Recreation Department D.Tyrell McGirt, Deputy Director, Parks and Recreation Department Norris Design Stacey Weaks, RLA, LEED, AP Julie Parizek, CPRP Adam Call Marana Parks Infrastructure Improvement Plan- DRAFT I Page 11 Marana Regular Council Meeting 08/01/2017 Page 254 of 343 APPENDIX B Table of Paths and Trails Area Surface Miles Width Acres Santa Cruz Linear Park S EI Rio to Ina Paved 2.4 20 13.09 Santa Cruz Linear Park N Pines GC to Tiffany Loop Paved 2.2 20 5.33 Santa Cruz Linear Park NW EI Rio Neighborhood Park to Avra Valley Rd. Paved 1.48 20 3.59 San Lucas Cochie Canyon Drive SUP Paved 1 20 2.42 Riparian Park Paved 0.2 20 0.48 Total 7.28 24.91 Wild Burro Loop Dirt 1.7 20 4.12 Lower Javelina Dirt 1.7 20 4.12 Upper Javelina Dirt 2.8 20 6.79 Alamo Springs Dirt 4.1 20 9.94 Alamo Springs Spur Dirt 1.3 20 3.15 Wild Mustang Dirt 3.8 20 9.21 Wild Burro Dirt 6.5 20 15.76 Cochie Springs Trail Dirt 3.6 20 8.73 Ridgeline Trail Dirt 3.1 20 7.52 Tortolita Preserve Loop Dirt 8.8 20 21.33 Total 37.4 90.67 Marana Parks Infrastructure Improvement Plan-DRAFT I Page 12 Marana Regular Council Meeting 08/01/2017 Page 255 of 343 DRAFT 2017 WATER IMPACT FEE INFRASTRUCTURE IMPROVEMENT PLAN Town Prepared for: 'Ad C= MARANA AZ IAT E Town of Marana Water Department 100 ''fit Ina Road Mari , Arizona n 85743 Proj'eci Numb r' 527.101 jure 2017 43796 ' ROBERT,JOSEPH . ARCHER N A x i r s 3/31/2018 WestLand Resources Westland resources, Inc.•4001 E. Paradise'Falls Drive•Tucson,Arizona 85712 •520.2 36.9585 Marana Regular Council Meeting 08/01/2017 Page 256 of 343 2017 Water Impact Fee Infrastructure Improvement Plan Town of Marana Water Department TABLE OF CONTENTS 1. INTRODUCTION...................................................................................................................................1 2. BENEFIT AREAS....................................................................................................................................1 3. LEVEL OF SERVICE.............................................................................................................................1 3.1. Level of Service for Existing Customers.......................................................................................2 3.2. Level of Service for Future Customers .........................................................................................3 4. 10-YEAR LAND USE ASSUMPTIONS .............................................................................................4 5. EXISTING CAPACITY REQUIREMENTS.....................................................................................6 5.1. Existing Demands ............................................................................................................................7 5.2. Existing Storage Capacity................................................................................................................8 5.3. Existing Well Capacity.....................................................................................................................9 5.4. Existing Booster Capacity.............................................................................................................10 6. PROJECTED CAPACITY REQUIREMENTS AND UTILIZATION OF EXISTING FACILITIES............................................................................................................................................10 6.1. Projected 10-year EDUs................................................................................................................11 6.2. Projected Demands........................................................................................................................11 6.3. Projected Storage Capacity............................................................................................................12 6.4. Projected Well Capacity.................................................................................................................13 6.5. Projected Booster Capacity...........................................................................................................14 6.6. Other Distribution System Deficiencies .....................................................................................15 6.7. Additional Renewable Resource Acquisitions............................................................................15 6.8. Summary of Projected Capacity Deficiencies.............................................................................16 7. CAPITAL INFRASTRUCTURE IMPROVEMENTS....................................................................16 7.1. San Lucas Interconnect..................................................................................................................17 7.2. W+ to X Zone 3,000-gpm Booster Station................................................................................17 7.3. Marana Park 650-gpm Well...........................................................................................................17 7.4. Marana Park 750,000-gallon Reservoir........................................................................................17 7.5. Sanders Road 24-inch Pipeline.....................................................................................................17 7.6. Twin Peaks/Continental Reserve Interconnect.........................................................................18 7.7. Picture Rocks Interconnect...........................................................................................................18 8. COST OF CAPITAL IMPROVEMENTS and Water Resource ACquisitions.....................................18 8.1. Infrastructure...................................................................................................................................18 8.1.1. Planning................................................................................................................................18 8.1.2. Reimbursements..................................................................................................................18 8.1.3. Infrastructure.......................................................................................................................19 8.1.4. Summary of Costs Related to Infrastructure Improvements.......................................20 8.2. Renewable Water Resource Acquisitions....................................................................................20 8.3. Section 23 Fees................................................................................................................................24 9. REFERENCES.......................................................................................................................................24 WestLand Resources, Inc. H Marana Re ular Council Meeting 08/01/2017 Page 257 of 343 Q:\Jobs\500'x7527.101\ENG\Impact Fee IIP RPT\527.101 2017 Draft Water Impact Fee Report—060117.docx 2017 Water Impact Fee Infrastructure Improvement Plan The Town of Marana Water Department TABLES Table 1. Fire flow requirements for existing customers...............................................................................3 Table 2. Anticipated fire flow requirements for future customers.............................................................4 Table 3. Projected growth in Equivalent Dwelling Units by development area.......................................5 Table 4. 10-year projected growth y benefit area........................................................................................6 Table 5. Projected annual growth for each benefit area...............................................................................6 Table 6. Existing Equivalent Dwelling Units.................................................................................................7 Table7. Existing demands................................................................................................................................8 Table8. Existing storage capacity....................................................................................................................9 Table9. Existing well capacity.........................................................................................................................9 Table 10. Existing booster capacity...............................................................................................................10 Table 11. Pro)ected Equivalent Dwelling Units..........................................................................................11 Table12. Projected demands.........................................................................................................................11 Table 13. Projected storage capacity.............................................................................................................12 Table 14. Projected well capacity...................................................................................................................13 Table 15. Projected Booster Capacity...........................................................................................................14 Table 16. Projected additional renewable resources required for 2027......................................................16 Table 17. Summary of projected capacity deficiencies by service area....................................................16 Table 18. Proposed capital facilities..............................................................................................................17 Table 19. Annual reimbursement for Twin Peaks......................................................................................19 Table 20. North Marana Benefit Area capital improvement costs...........................................................19 Table 21. Twin Peaks Benefit Area capital improvement costs................................................................20 Table 22. Summary of infrastructure improvement costs by benefit area..............................................20 Table 23. Renewable resource requirements and sources for impact fee period...................................21 Table 24. Debt service for acquisition of the Marana WRF......................................................................22 Table 25. Debt service for Marana WRF 1.5 mgd upgrade.......................................................................22 Table 26. Debt service for construction of recharge basins......................................................................23 Table 27. Summary of costs associated with water rights acquisitions....................................................23 Table 28. Additional Section 23 fees by year...............................................................................................24 FIGURES (follow text) Figure 1. Marana Water Service Area Figure 2. Water Service Areas and Pressure Zones Figure 3. Water Benefit Areas Figure 4. Development Areas Figure 5. Existing Infrastructure Figure 6. Capital Improvements APPENDICES Appendix A. Opinions of Probable Construction Cost and Site Plans Appendix B. Marana and Oro Valley Service Overlap Area WestLand Resources, Inc. Hi Marana Re ular Council Meeting 08/01/2017 Page 258 of 343 Q:\Jobs\500'x7527.101\ENG\Impact Fee IIP RPT\527.101 2017 Draft Water Impact Fee Report-060117.docx 2017 Water Impact Fee Infrastructure Improvement Plan Town of Marana Water Department I. INTRODUCTION The Town of Marana (Town) through Marana Water serves water to the area shown in blue in Figure 1. In addition, the Town provides renewable water resources to reconcile water use in several areas served by Tucson Water through an Intergovernmental Agreement (IGA) (Figure 1). Currently, Marana Water relies on groundwater (most of it derived from renewable resources) for its potable water supply. Marana Water is seeking additional renewable sources of supply such as Central Arizona Project (CAP) water and recharged effluent to ensure an assured and adequate water supply set forth by the Arizona Department of Water Resources (ADWR). The water system is categorized into seven independent water service areas as shown in Figure 2. Each service area is further defined by water pressure zones (Figure 2) so that all customers receive water at a reasonable pressure (between approximately 40 and 85 pounds per square inch [psi]). The purpose of the infrastructure improvement plan is to determine the capital improvements and renewable water resource acquisitions required to meet the demands associated with the next 10 years of growth, and to estimate the costs of those improvements and acquisitions. 2. BENEFIT AREAS Benefit Areas are areas that derive benefit from unused existing capacity or proposed capacity improvements to the water system including water rights acquisition. Seven benefit areas are used in this IIP (Figure 3). Five of the seven benefit areas are the same as the service areas, the Twin Peaks Benefit Area is the combination of the Twin Peaks Service Area and the Picture Rocks Service Area, and the IGA Benefit Area is the combination of all of the areas that are served by Tucson Water through an IGA between Marana and Tucson Water. As part of the infrastructure proposed in this IIP, the Twin Peaks Service Area and the Picture Rocks Service Area will be connected. Connecting the two service areas will benefit growth in both systems by alleviating storage deficiencies in the Picture Rocks Service Area, and alleviating fire flow deficiencies in the Twin Peaks Service Area distribution system. Some improvements will benefit multiple areas. For example, the acquisition of renewable water resources benefits development in all seven benefit areas. 3. LEVEL OF SERVICE This section describes the level of service of the water supply, storage, and distribution system for each of the benefit areas, and for existing and future customers. WestLand Resources, Inc. Marana Re ular Council Meeting 08/01/2017 Page 259 of 343 Q:\Jobs\500'x7527.101\ENG\Impact Fee IIP RPT\527.101 2017 Draft Water Impact Fee Report—060117.docx 2017 Water Impact Fee Infrastructure Improvement Plan The Town of Marana Water Department 3.1. LEVEL OF SERVICE FOR EXISTING CUSTOMERS The level of service for existing customers is generally • Storage Capacity > 1.5 times the average day demand (ADD) plus fire flow storage requirement,where the fire flow storage requirement is equal to the fire flow rate requirement times the fire flow duration requirement. For example,if the fire flow rate requirement is 1,000 gpm and the fire flow duration requirement is 2 hours (120 minutes),then the fire flow storage requirement is 1,000 gpm times 120 minutes, or 120,000 gallons. • Well Capacity > peak day demand (PDD)with the largest well out of service,unless otherwise noted for specific zones. PDD = 2 times ADD. — The Picture Rocks Service Area is interconnected with the Tucson Water delivery system; however, the receipt of water from Tucson Water may be limited based on Tucson Water operating constraints and water quality. Since this interconnection can be used if a well is out of service, the well requirement for the Picture Rocks Service Area is that the total well capacity must be greater than PDD. — The Twin Peaks Service Area is interconnected with the Oro Valley Water Utility, and since this interconnection can be used if a well is out of service, the well requirement for the Twin Peaks Service Area is that the total well capacity must be greater than PDD. — The well capacity requirement for the Palo Verde and Falstaff Service Areas,and the North Marana Y1 Zone is that the well capacity be greater than PDD; there is no requirement for redundant well capacity at this time. • Booster Capacity — For a pressure zone or zones without gravity storage,the booster requirement is the greater of (PDD + the fire flow rate requirement) or peak hour demand (PHD), where PHD = 3.5 times ADD if ADD <= 1,000 gpm, and 3.0 times ADD if ADD > 1,000 gpm. — For pressure zones with gravity storage sufficient to meet the greater of PDD + fire flow or PHD, the booster capacity requirement is PDD. Under existing conditions, only the Twin Peaks Y1 and Z1 pressure zones have sufficient gravity capacity to supply PDD + fire flow. • Distribution System Capacity — During normal flow conditions,customers should receive water at between approximately 40 psi and 85 psi pressure. — The potable water distribution system must be capable of providing peak flow throughout the system while maintaining a minimum of 20 pounds per square inch (psi) pressure throughout the system. Peak flow is the greater of PHD or PDD plus fire flow. If PDD WestLand Resources, Inc. 2 Marana Re ular Council Meeting 08/01/2017 Page 260 of 343 Q:\Jobs\500'x7527.101\ENG\Impact Fee IIP RPT\527.101 2017 Draft Water Impact Fee Report—060117.docx 2017 Water Impact Fee Infrastructure Improvement Plan The Town of Marana Water Department plus fire flow is used,the system is modeled assuming an appropriate fire flow at all points in the system. The fire flow rate and duration requirements are set by the fire marshal and based on the International Fire Code (IFC) for each new development. The fire flow for a specific pressure zone is equal to the greatest individual fire flow/duration requirement within the pressure zone.If multiple pressure zones share a resource, such as storage, then the fire flow requirement is based on the largest fire flow/duration requirement within the connected pressure zones. Table 1 shows the fire flow requirements for specific zones for the existing water system. Table 1. Fire flow requirements for existing customers Water System Water Pressure Fire Flow Fire Flow Duration Zone (gpm) (hours) North Manana W+ 21500 2 X1a 11000 2 CR 2,875 3 Picture Rocks PR 700 2 Y3 2,500 2 Y Twin Peaks 1 11500 2 Z1 11000 2 Airline/Lambert X1 b 21000 2 Palo Verde X1 c 0 0 Airport X1 c 21750 2 Falstaff X1 d 0 0 3.2. LEVEL OF SERVICE FOR FUTURE CUSTOMERS The level of service in terms of water system engineering design criteria will be the same as stated above for all service areas. The Town will not address the lack of redundant well capacity or change the level of service for the Falstaff and Palo Verde Service Areas, and there is no growth projected for these areas. At this time there is no redundant well requirement for the North Marana Y1 Zone. Fire flow rate and duration requirements for new development are set by the fire marshal and based on the IFC. The requirement is a function of building size, construction type, and whether or not the structure(s)will have interior sprinkler systems.It is anticipated that some new developments will have higher fire flow/duration requirements than the existing requirements. These increased fire flow rates and durations will result in increased requirements for storage and booster capacity. Table 2 shows the anticipated fire flow/duration requirements based on the projections of growth and type of growth. WestLand Resources, Inc. 3 Marana Re ular Council Meeting 08/01/2017 Page 261 of 343 Q:\Jobs\500'x7527.101\ENG\Impact Fee IIP RPT\527.101 2017 Draft Water Impact Fee Report—060117.docx 2017 Water Impact Fee Infrastructure Improvement Plan The Town of Marana Water Department Table 2. Anticipated fire flow requirements for future customers Water System Water Pressure Fire Flow Fire Flow Duration Zone (gpm) (hours) W+ 2,500 2 X1a 11000 2 North Marana X1 d 2 500 2 Y1 1,750 2 CR 2,875 3 Picture Rocks PR 700 2 Y3 2,500 2 A+ 1,500 2 Twin Peaks A 11500 2 Y1 4,000 4 Z1 1,500 2 Airline/Lambert X1 b 21000 2 Palo Verde X1 c 0 0 Airport X1 c 21750 2 Falstaff X1 d 0 0 4. 10-YEAR LAND USE ASSUMPTIONS The Town provided land use assumptions for the 10-year study period (Schladweller 2017). The 10- year study period runs from 2018 to 2027. Table 3 shows each development area, the number of dwelling units projected over the next 10 years,the area of commercial development over the next ten years, and the number of Equivalent Dwelling Units (EDUs) projected for the next ten years, where one EDU represents the demand resulting from one residential dwelling unit or one-quarter acre of commercial' area. Figure 4 shows the location of each development area described in Table 3. The last column of Table 3 shows the benefit area associated with each growth area. 1 In this IIP, "commercial" represents any non-residential demand, such as retail, offices, industrial, government, or schools. WestLand Resources, Inc. 4 Marana Re ular Council Meeting 08/01/2017 Page 262 of 343 Q:\Jobs\500'x7527.101\ENG\Impact Fee IIP RPT\527.101 2017 Draft Water Impact Fee Report—060117.docx 2017 Water Impact Fee Infrastructure Improvement Plan The Town of Marana Water Department Table 3. Projected growth in Equivalent Dwelling Units by development area Development Area Dwelling Commercial EDUs Benefit Area Units Acres Airport 0 29 116 Airport Barrios de Marana 0 4 16 North Marana Camino de Oeste 144 0 144 Twin Peaks Cascada 322 17 390 Twin Peaks Continental Ranch 0 10 40 Twin Peaks Cortaro Crossing 0 13 52 Twin Peaks Cypress Gardens 165 0 165 North Marana De Anza 265 0 265 Twin Peaks Fianchetto Farms 103 0 103 North Marana Gladden Farms 527 14 583 North Marana Gladden Farms II 211 0 211 North Marana Hartman 59 32 0 32 Twin Peaks Lazy K 180 0 180 Twin Peaks Linda Vista Village 312 5 332 Twin Peaks Marana Main St. 0 14 56 North Marana Marana Mercantile 0 12 48 North Marana Marana Spectrum 0 35 140 Twin Peaks Marana Technology Center 0 10 40 North Marana Pima Farms 0 6 24 Twin Peaks Pima Farms North 0 8 32 Twin Peaks Preserves at Twin Peaks 195 0 195 Twin Peaks Rancho Marana Town Center 0 5 20 North Marana Saguaro Bloom 11229 0 11229 Saguaro Bloom San Lucas 24 0 24 North Marana Sanders Grove 113 0 113 North Marana Tangerine Business Park 0 18 72 North Marana Y-zone Tangerine Commerce Park 0 45 180 North Marana Tangerine Ridge 197 0 197 IGA/WA Tortolita Vista 85 0 85 IGA/WA Twin Peaks & Oasis 74 0 74 Twin Peaks Twin Peaks Estates 25 0 25 Twin Peaks Twin Peaks Plaza 0 11 44 Twin Peaks Twin Peaks Vista 29 0 29 Twin Peaks Uptown at Marana 0 6 24 North Marana Vanderbilt Farms 391 0 391 North Marana The Villages of Tortolita 293 0 293 North Marana Whitney Farms 12 0 12 North Marana Willow Ridge Commercial 0 4 16 Twin Peaks Willow Vista 55 0 55 Twin Peaks Total 4,983 266 6,047 WestLand Resources, Inc. 5 Marana Re ular Council Meeting 08/01/2017 Page 263 of 343 Q:\Jobs\500'x7527.101\ENG\Impact Fee IIP RPT\527.101 2017 Draft Water Impact Fee Report_060117.docx 2017 Water Impact Fee Infrastructure Improvement Plan The Town of Marana Water Department Table 4 shows the 10-year projected growth in EDUs for each of the benefit areas. Table 4. 10-year projected growth by benefit area Benefit Area Projected I 0-year Growth (EDU) Airport 116 Twin Peaks 21069 IGA 282 North Marana 21351 Saguaro Bloom 11229 Total 6,047 Table 5 shows the projected annual growth in EDUs for each benefit area. The annual growth is based on the number of existing EDUs and 5- and 10-year projected EDUs provided by the Town (Schladweller 2017). The growth rate for intermediate years was estimated using a quadratic curve through the existing EDUs and the 5- and 10-year projected EDUs. Table S. Projected annual growth for each benefit area Year Airport Twin North Saguaro IGA Total Peaks Marana Bloom 2018 5 140 151 118 56 470 2019 7 155 169 119 49 499 2020 8 170 188 120 43 529 2021 9 185 207 121 37 559 2022 11 200 226 122 31 590 2023 12 214 244 123 25 618 2024 14 229 263 124 19 649 2025 15 244 282 125 13 679 2026 17 259 301 126 7 710 2027 18 273 320 131 2 744 S. EXISTING CAPACITY REQUIREMENTS In this section,the storage,well,and booster capacities are compared to existing demands.The existing water infrastructure is shown in Figure 5. The following assumptions are used to calculate the flows generated from each EDU. • Each EDU represents 2.7 persons per dwelling unit (ppdu) of equivalent population. • The average demand per person or equivalent person is 100 gallons per capita per day (gpcd). • The average day demand (ADD) per EDU is 2.7 ppdu times 100 gpcd or 270 gpd/EDU. • The peak day demand (PDD) is 2 times ADD or 540 gpd/EDU. WestLand Resources, Inc. 6 Marana Re ular Council Meeting 08/01/2017 Page 264 of 343 Q:\Jobs\500'x7527.101\ENG\Impact Fee IIP RPT\527.101 2017 Draft Water Impact Fee Report—060117.docx 2017 Water Impact Fee Infrastructure Improvement Plan The Town of Marana Water Department • The peak hour demand is 3.5 times ADD or 945 gpd/EDU if ADD is <= 1,000 gpd, and 3.0 times ADD or 810 gpd/EDU if ADD > 1,000 gpd. For some areas, the PHD is based on an instantaneous demand requirement for the pressure zone. Unless otherwise noted, the system requirements are • Storage capacity > 1.5*ADD + Fire Flow Storage. • Well capacity > PDD with the largest well out of service or PDD if interconnected with another water system. • Booster capacity (without gravity storage) greater of PDD + Fire Flow or PHD. Booster capacity (with gravity storage) is equal to PDD. • During normal flow conditions, customers should receive water at between approximately 40 psi and 85 psi pressure. • The distribution system must be capable of providing peak flow while maintaining 20 psi throughout the system. Table 6 shows the existing EDUs in each water Service Area and pressure zone. Table 6. Existing Equivalent Dwelling Units Service Area Zone Existing EDUs North Manana W+ 31687 X1a 195 CR 2,043 Picture Rocks PR 233 Y3 110 Y1 840 Twin Peaks Z1 595 Airline/Lambert X1 b 381 Palo Verde X1c 60 Airport X1 c 44 Falstaff X1 d 1 Total 8J89 S.1. EXISTING DEMANDS Based on historical flow data, the average demand for the Marana water system is approximately 270 gpd per EDU. Table 7 shows the existing ADD, PDD, and PHD for the system broken down by service area and pressure zone. WestLand Resources, Inc. 7 Marana Re ular Council Meeting 08/01/2017 Page 265 of 343 Q:\Jobs\500'x7527.101\ENG\Impact Fee IIP RPT\527.101 2017 Draft Water Impact Fee Report—060117.docx 2017 Water Impact Fee Infrastructure Improvement Plan The Town of Marana Water Department Table 7. Existing demands Service Area Zone Average Day Demand Peak Day Demand Peak Hour Demand (gPd) (gPm) (gPm) North Manana W+ 9951490 11383 21420 Xi-a 521650 73 128 CR 5511610 766 11341 Picture Rocks PR 621910 87 153 Y3 291700 41 1731 Twin Peaks Y1 2261800 315 551 Z1 1601650 223 390 Airline/Lambert X1 b 1021870 143 250 Palo Verde X1c 161200 23 1451 Airport X1 c 111880 17 1271 Falstaff X1 d 270 <1 201 1 PHD based on maximum instantaneous demand. 5.2. EXISTING STORAGE CAPACITY The required minimum storage reservoir requirement is equal to 1.5 times ADD plus the fire flow/duration requirement.The fire flow requirement is equal to flowrate times duration which results in a volume of water. For example, 1,000 gpm for 2 hours (120 minutes) is 120,000 gallons. The Palo Verde Service Area and the Falstaff Service Area do not have a fire flow requirement. If storage is shared by two or more zones, the highest fire flow requirement of the zones is used to calculate the storage requirement. Table 8 shows the fire flow requirement (flow and duration), the current storage reservoir requirement,the existing reservoir capacity,and the amount of excess capacity for each pressure zone. Excess storage in a red font and parenthesis indicate a negative value, which means a deficiency in storage. WestLand Resources, Inc. 8 Marana Re ular Council Meeting 08/01/2017 Page 266 of 343 Q:\Jobs\500'x7527.101\ENG\Impact Fee IIP RPT\527.101 2017 Draft Water Impact Fee Report—060117.docx 2017 Water Impact Fee Infrastructure Improvement Plan The Town of Marana Water Department Table 8. Existing storage capacity Fire Flow Fire Flow Required Existing Excess Service Area Zone Duration Storage Storage Storage (gpm) (hours) (gallons) (gallons) (gallons) W+ 2,500 2 118721210 210751000 2021790 North Marana X1 a 11000 2 Y1 11750 2 01 5001000 5001000 CR 2,875 3 114391280 112501000 (189,280) Picture Rocks PR 700 2 Y3 21500 2 3441550 110001000 6551450 Y1 1,500 2 Twin Peaks 7611175 212851000 115231825 Z1 1,000 2 Airline/Lambert X1b 21000 2 3941305 119401000 115451695 Palo Verde X1 c N/A2 N/A2 241300 451000 201700 Airport X1c 21750 2 3471820 5001000 1521180 Falstaff X1d N/A2 N/A2405 101000 9,595 1 North Marana Y1 Zone has no connections at this time. z Palo Verde and Falstaff Service Areas do not have a fire flow requirement. All of the zones have excess storage capacity with the exception of the Picture Rocks CR zone,which has a deficiency of 189,280 gallons. 5.3. EXISTING WELL CAPACITY The minimum required well capacity is equal to PDD with the largest well out of service; however, the North Marana Y1 Zone,the Palo Verde Service Area, and the Falstaff Service Area do not require redundant well capacity and each is served by a single well. Table 9 shows the current well capacity requirement, the existing well capacity, and the amount of excess capacity for each pressure zone. Currently, there are no source well deficiencies. Table 9. Existing well capacity Required Well Total Existing Largest Net Well Excess Well Service Area Zone Capacity Well Capacity Well Capacity Capacity (gpm) (gpm) (gpm) (gpm) (gpm) W+ 1,383 21615 960 11655 199 North Marana X1 a 73 Y1 01 85 N/A2 85 85 CR 766 Picture Rocks PR 87 21655 N/A3 21655 11760 Y3 41 Twin Peaks Y1 315 T A4 1 w ea s ,852 N/ 1870 11870 Z1 223 2 Airline/Lambert X1 b 143 21047 11152 895 752 WestLand Resources, Inc. 9 Marana Re ular Council Meeting 08/01/2017 Page 267 of 343 Q:\Jobs\500'x7527.101\ENG\Impact Fee IIP RPT\527.101 2017 Draft Water Impact Fee Report_060117.docx 2017 Water Impact Fee Infrastructure Improvement Plan The Town of Marana Water Department Required Well Total Existing Largest Net Well Excess Well Service Area Zone Capacity Well Capacity Well Capacity Capacity (gpm) (gpm) (gpm) (gpm) (gpm) Palo Verde X1 c 23 245 N/A2 245 223 Airport X1 c 17 21956 21000 956 940 Falstaff X1d 0.38 56 N/A2 56 55 1 North Marana Y1 Zone has no demands at this time. 2 Currently no requirement for redundant well capacity. 3 No requirement for redundant well capacity because of connection to Tucson Water system. 4 No requirement for redundant well capacity because of connection to Oro Valley Water Utility system. 5.4. EXISTING BOOSTER CAPACITY The booster capacity requirement is the greater of PHD or PDD plus fire flow. If the pressure zone is served by gravity storage (]Lwin Peaks Y1 and Z1), then the booster capacity requirement is PDD. Table 10 shows the required booster capacity, the existing booster capacity, and the excess booster capacity for each zone. Currently, there are no booster capacity deficiencies. Table 10. Existing booster capacity Required Booster Existing Booster Excess Booster Service Area Zone Capacity Capacity Capacity (gpm) (gpm) (gpm) W+ 31883 61720 21837 North Marana X1 a 11073 11300 227 Y1 01 11850 11850 CR 31641 31750 109 Picture Rocks PR 787 21380 11593 Y3 21541 31100 559 Twin Peaks Y1 3152 21100 11785 Z1 2232 11300 11077 Airline/Lambert X1 b 21143 51080 21937 Palo Verde X1c 145 300 155 Airport X1 c 21767 41500 11734 Falstaff X1 d 20 120 100 1 North Marana Y1 Zone has no demands at this time. 2 Booster requirement is equal to PDD because booster is part of gravity storage system. 6. PROJECTED CAPACITY REQUIREMENTS AND UTILIZATION OF EXISTING FACILITIES This section includes the projected capacity requirements and utilization of existing infrastructure over the 10-year study period ending in 2027. Water system infrastructure requirements are based on the level of service noted in Section 3.2. WestLand Resources, Inc. 10 Marana Re ular Council Meeting 08/01/2017 Page 268 of 343 Q:\Jobs\500'x7527.101\ENG\Impact Fee IIP RPT\527.101 2017 Draft Water Impact Fee Report—060117.docx 2017 Water Impact Fee Infrastructure Improvement Plan The Town of Marana Water Department 6.1. PROJECTED I o-YEAR EDUs The future land use from Table 3 in Section 4 was combined with the water service areas and water pressure zones from Figure 2. The results were combined with the existing EDUs from Table 6 in Section 5 to get the total EDUs by water pressure zone. The results are presented in Table 11. Table 11. Projected Equivalent Dwelling Units Service Area Zone Existing I 0-year Growth 2027 EDUs (EDUs) EDUs W+ 31687 21052 51739 North Marana X1a 195 7 202 X1d 0 220 220 Y1 0 72 72 CR 21043 200 21243 Picture Rocks PR 233 0 233 Y3 110 101 211 A 0 29 29 Twin Peaks A+ 0 195 195 Y1 840 11291 21131 Z1 595 253 848 Airline/Lambert X1 b 381 11229 11610 Palo Verde X1c 60 0 60 Airport X1 c 44 116 160 Falstaff X1 d 1 0 1 6.2. PROJECTED DEMANDS Table 12 shows the projected 2027 demands for each water pressure zone. Projected demands are ADD, PDD, and PHD. Table 12. Projected demands. Average Day Peak Day Peak Hour Service Area Zone Demand Demand Demand (gPd) (gPm) (gPm) W+ 115491530 21152 31228 North Marana X1 a 541540 76 133 X1 d 591400 83 144 Y1 191440 27 47 CR 6051610 841 11472 Picture Rocks PR 621910 87 153 Y3 561970 79 1731 Twin Peaks A 71830 11 19 A+ F 52,650 F-73 1 128 WestLand Resources, Inc. Marana Re ular Council Meeting 08/01/2017 Page 269 of 343 Q:\Jobs\500'x7527.101\ENG\Impact Fee IIP RPT\527.101 2017 Draft Water Impact Fee Report—060117.docx 2017 Water Impact Fee Infrastructure Improvement Plan The Town of Marana Water Department Average Day Peak Day Peak Hour Service Area Zone Demand Demand Demand (gpd) (gpm) (gpm) Y1 5751370 799 11398 Z1 2281960 318 557 Airline/Lambert X1b 4341700 604 11057 Palo Verde X1c 161200 23 1451 Airport X1 c 431200 60 127 Falstaff X1d 270 0.38 201 1 Peak-hour demand based on instantaneous flow requirement. 6.3. PROJECTED STORAGE CAPACITY The minimum storage reservoir requirement is equal to 1.5 times ADD plus fire flow. There are no plans to add fire flow requirements to the Palo Verde and Falstaff service areas. If storage is for more than one zone, the highest fire flow requirement of the multiple zones is used to calculate the storage requirement. Table 13 shows the fire flow requirement (flow and duration), the projected storage reservoir requirement,the existing reservoir capacity,and the amount of excess capacity for each pressure zone. Excess storage in a red font and parenthesis indicate a negative value, which means a deficiency in storage. It is projected that by 2027,the North Marana W+,X1 a, and X1 d Zones will have a 704,005- gallon storage deficiency, and the Picture Rocks CR and PR Zones will have a 270,280-gallon storage deficiency. Table 13. Projected storage capacity Fire Flow Fire Flow Required Existing Excess Service Area Zone Duration Storage Storage Storage (gpm) (hours) (gallons) (gallons) (gallons) W+ 2,500 2 North Marana X1a 11000 2 2177910051 210751000 (704,005) X1 d 21500 2 Y1 11750 3 22313601 5001000 2441640 CR 21875 3 1 520 280 1 250 000 (270�280)Picture Rocks PR 700 2 Y3 21500 2 385,455 110001000 6141545 A 1,500 2 Twin Peaks A+ 11500 2 2 257 215 2 285 000 27 785 Y1 41000 4 ' Z1 1,500 3 Airline/Lambert X1b 21000 2 8921050 119401000 110471950 Palo Verde X1 c N/A2 N/A2 2413003 451000 201700 Airport X1 c 21750 2 3941800 5001000 1051200 WestLand Resources, Inc. 12 Marana Re ular Council Meeting 08/01/2017 Page 270 of 343 Q:\Jobs\500'x7527.101\ENG\Impact Fee IIP RPT\527.101 2017 Draft Water Impact Fee Report—060117.docx 2017 Water Impact Fee Infrastructure Improvement Plan The Town of Marana Water Department Fire Flow Fire Flow Required Existing Excess Service Area Zone Duration Storage Storage Storage (gpm) (hours) (gallons) (gallons) (gallons) Falstaff X1d N/A2 I N/A2 14053 1 101000 1 91595 1 The Marana Technology Campus is in the X1d zone,but is supplied from the Tangerine Business Park Reservoir;therefore,the storage component is included in the North Marana Y1 zone requirement. 2 Palo Verde and Falstaff Service Areas do not have a fire flow requirement. 3 Required storage is equal to 1.5 times ADD. 6.4. PROJECTED WELL CAPACITY The minimum required well capacity is equal to PDD with the largest well out of service; however, the North Marana Y1 Zone,the Palo Verde Service Area,and the Falstaff Service Area will not require redundant well capacity by 2027.Table 14 shows the projected well capacity requirement,the existing well capacity, and the projected excess capacity for each pressure zone. Excess well capacity in a red font and parenthesis indicates a negative value,which means a deficiency in well capacity. The North Marana Service Area is projected to have a well capacity deficiency of 644 gpm by 2027. Table 14. Projected well capacity Required Total Excess Well Existing Largest Net Well Well Service Area Zone Capacity Well Well Capacity Capacity (gpm) Capacity (gpm) (gpm) (gpm) (gpm) W+ 2,152 X1 a 76 21572 921 11651 (644) North Marana X1 d 681 Y1 421 85 N/A2 85 43 CR 841 Picture Rocks PR 87 21425 N/A3 21425 11417 Y3 79 A 11 A+ 73 Twin Peaks Y1 799 21419 N/A4 21419 11218 Z1 318 Airline/Lambert X1 b 604 21047 11736 11126 6 Palo Verde X1 c 23 277 N/A2 277 255 Airport X1 c 60 41156 21156 21000 11940 Falstaff X1d 0.38 59 N/A2 59 59 1 The Marana Technology Campus is in the X1d zone,but is supplied from the Tangerine Business Park Reservoir;therefore,the well component is included in the North Marana Y1 zone requirement. 2 System only has one well.No requirement for redundant well capacity at this time. WestLand Resources, Inc. 13 Marana Re ular Council Meeting 08/01/2017 Page 271 of 343 Q:\Jobs\500'x7527.101\ENG\Impact Fee IIP RPT\527.101 2017 Draft Water Impact Fee Report—060117.docx 2017 Water Impact Fee Infrastructure Improvement Plan The Town of Marana Water Department Required Total Excess Well Existing Largest Net Well Well Service Area Zone Capacity Well Well Capacity Capacity (gpm) Capacity (gpm) (gpm) (gpm) (gpm) 3 No requirement for redundant well capacity because of connection to Tucson Water system. 4 No requirement for redundant well capacity because of connection to Oro Valley Water Utility system. 6.5. PROJECTED BOOSTER CAPACITY The booster capacity requirement is the greater of PHD or PDD plus fire flow. If the pressure zone is served by gravity storage (Twin Peaks Y1 and Z1), then the booster capacity requirement is PDD. Table 15 shows the projected required booster capacity, the existing booster capacity, and the excess booster capacity for each zone. Excess booster capacity in a red font and parenthesis indicates a negative value,which means a deficiency in well capacity. It is projected that the North Marana X1 d Zone will have a 2,568 gpm deficiency by 2027. Table 15. Projected Booster Capacity. Required Existing Excess Service Area Zone Fire Flow Booster Booster Booster (gpm) Capacity Capacity Capacity (gpm) (gpm) (gpm) W+ 21500 41652 61720 21068 North Marana X1 a 11000 11076 11300 224 X1 d 21500 21568 0 (2,568) Y1 11750 11792 31750 58 CR 21875 31716 31750 34 Picture Rocks PR 700 867 21380 11514 Y3 21500 21579 31100 521 A 11500 115841 11850 266 Twin Peaks A+ Y1 41000 7992 21100 11301 Z1 11500 3182 11300 982 Airline/Lambert X1 b 21000 21604 51080 21476 Palo Verde X1 c N/A3 145 300 155 Airport X1 c 21750 21810 41500 11690 Falstaff X1d N/A3 20 120 100 1 Twin Peaks A+Zone booster supplies water to both the A+Zone and the A Zone through a pressure reducing valve(PRV)in this area. z Booster capacity is for PDD only because zones are part of gravity storage system. 3 No fire flow requirement. WestLand Resources, Inc. 14 Marana Re ular Council Meeting 08/01/2017 Page 272 of 343 Q:\Jobs\500'x7527.101\ENG\Impact Fee IIP RPT\527.101 2017 Draft Water Impact Fee Report—060117.docx 2017 Water Impact Fee Infrastructure Improvement Plan The Town of Marana Water Department 6.6. OTHER DISTRIBUTION SYSTEM DEFICIENCIES In addition to having adequate storage capacity, well capacity, and booster capacity, the distribution system must have adequate capacity to move water to the projected development areas while maintaining a minimum of 20 psi throughout the system. There are projected distribution system deficiencies in the North Marana and Twin Peaks Service Areas. It is projected that the North Marana Service Area will require a larger connection between the San Lucas area east of Interstate 10 and the rest of the North Marana Service Area, and connecting the southern and northern portions of the North Marana Service Area along Sanders Road. The hydraulic model of the Twin Peaks Service Area shows a deficiency when delivering fire flow plus PDD while maintaining a minimum 20 psi pressure throughout the service area. 6.7. ADDITIONAL RENEWABLE RESOURCE ACQUISITIONS An average of 270 gpd (approximately 0.3 acre-feet/year) of renewable water resources is required for each EDU added to the water system to offset groundwater withdrawals.Table 16 shows the projected additional renewable water resource required for each benefit area. Projected growth over the next 10 years will require approximately 1,829 acre-feet of additional renewable water resource acquisitions. WestLand Resources, Inc. 15 Marana Re ular Council Meeting 08/01/2017 Page 273 of 343 Q:\Jobs\500'x7527.101\ENG\Impact Fee IIP RPT\527.101 2017 Draft Water Impact Fee Report—060117.docx 2017 Water Impact Fee Infrastructure Improvement Plan The Town of Marana Water Department Table 16. Projected additional renewable resources required for 2027 Benefit Area Projected Growth Renewable Resource (EDU) (acre-feet) Airport 116 35 IGA 282 85 North Marana 21351 711 Twin Peaks 21069 626 Saguaro Bloom 11229 372 Total 6,047 1,829 6.8. SUMMARY OF PROJECTED CAPACITY DEFICIENCIES Table 17 contains a summary of the projected infrastructure deficiencies in storage,well, and booster capacity for each benefit area. In addition to the infrastructure deficiencies shown in Table 17, 1,829 acre-feet of renewable water resources will be required to offset the ADWR safe yield requirements. Table 17. Summary of projected capacity deficiencies by service area. Storage Well Booster Service Area Capacity Capacity Capacity Other Deficiency Deficiency Deficiency Deficiencies (gallons) (gpm) (gpm) North Marana 7041005 644 21568 Note 1 Twin Peaks Note 2 Picture Rocks 2701780 Airline/Lambert Palo Verde Airport Falstaff 1 North Marana does not meet the 20-psi pressure requirement for all flow conditions. 2 Twin Peaks does not meet the 20-psi pressure requirement for all flow conditions. 7. CAPITAL INFRASTRUCTURE IMPROVEMENTS Figure 7 shows the location of the seven capital projects that are intended to make up the projected deficiencies discussed in Section 6.Five of the projects affect development in the North Marana Benefit Area,and two of the projects affect the Twin Peaks Benefit Area.Appendix A contains conceptual site layouts for each project. Projects that are associated with water resources acquisition are presented in Section 8.Table 18 shows each project,the benefit area benefiting from each project,and the projected EDUs affected by the project. See Section 3 for the level of service associated with each benefit area. WestLand Resources, Inc. 16 Marana Re ular Council Meeting 08/01/2017 Page 274 of 343 Q:\Jobs\500'x7527.101\ENG\Impact Fee IIP RPT\527.101 2017 Draft Water Impact Fee Report—060117.docx 2017 Water Impact Fee Infrastructure Improvement Plan The Town of Marana Water Department Table 18. Proposed capital facilities Affected Capital Facilities Projected Benefit Areas Affected EDUs San Lucas Interconnect W+ to X-zone 3,000-gpm booster station North Marana Marana Park 650-gpm well 21351 Marana Park 750,000-gallon storage reservoir Sanders 24-inch pipeline 24-inch Twin Peaks/Continental Reserve Interconnect Twin Peaks 21069 Picture Rocks Interconnect 7.1. SAN LUCAS INTERCONNECT The proposed San Lucas Interconnect is a 16-inch diameter pipe that crosses Interstate 10 to connect development on the east side of Interstate 10 to the rest of the North Marana Service Area. The proposed San Lucas Interconnect alleviates projected distribution system deficiencies, and allows the movement of water during peak flow events, while maintaining a minimum 20-psi pressure throughout the system. 7.2. W+ TO X ZONE 3,000-GPM BOOSTER STATION The proposed W+ to X Zone 3,000-gpm booster station booster station will move water from the North Marana W+ Zone to the North Marana X1 d Zone.A pressure reducing valve (PRV) will allow water to move by gravity from the X1 d Zone to the W+ zone. The proposed booster station will alleviate the projected 2,568-gpm booster station deficiency. 7.3. MARANA PARK 650-GPM WELL The proposed Marana Park 650-gpm well will provide groundwater to the North Marana Service Area, and will alleviate the projected 644-gpm well deficiency. 7.4. MARANA PARK 750,000-GALLON RESERVOIR The proposed Marana Park 750,000-gpm storage reservoir will address the 704,005-gallon storage deficiency in the North Marana Service Area. 7.5. SANDERS ROAD 24-INCH PIPELINE The proposed Sanders Road 24-inch Pipeline will alleviate projected distribution system deficiencies in the North Marana Service Area. The improvement will allow the movement of water from source wells and storage reservoirs to and from new development areas during peak use periods, while maintaining a minimum 20-psi pressure throughout the system. WestLand Resources, Inc. 17 Marana Re ular Council Meeting 08/01/2017 Page 275 of 343 Q:\Jobs\500'x7527.101\ENG\Impact Fee IIP RPT\527.101 2017 Draft Water Impact Fee Report—060117.docx 2017 Water Impact Fee Infrastructure Improvement Plan The Town of Marana Water Department 7.6. TWIN PEAKS/CONTINENTAL RESERVE INTERCONNECT The proposed 24-inch Twin Peaks/Continental Reserve Interconnect will connect the Twin Peaks and Picture Rocks Service Areas. The proposed improvement will alleviate the projected 270,280- gallon storage deficiency in the Picture Rocks Service Area, and the projected distribution system deficiency in fire flow in the Twin Peaks Service Area 7.7. PICTURE ROCKS INTERCONNECT The proposed Twin Peaks/Continental Reserve Interconnect will require a change in the pressure zone boundary between the Picture Rocks CR and PR pressure zones as the majority of the CR pressure zone becomes a Y pressure zone. With the connection of the two areas, the water pressure of about 222 existing customers would fall below the 40-psi minimum pressure during normal flow conditions. The proposed Picture Rocks Interconnect is required to maintain the existing level of service for existing customers that would be affected by the proposed Twin Peaks/Continental Reserve Interconnect. 8. COST OF CAPITAL IMPROVEMENTS AND WATER RESOURCE ACQUISITIONS This section covers costs associated with infrastructure,water rights acquisitions, and Section 23 fees. 8.1. INFRASTRUCTURE The discussion of infrastructure costs is divided into three sections: 1) the cost associated with planning for growth, 2) reimbursements for existing infrastructure, 3) and the costs associated with the capital infrastructure improvements presented in Section 7. 8.1.1. Planning An update of the 2010 Potable Water Master Plan of the Marana water system will be completed in 2018 at an estimated cost of $75,000. Master planning is performed periodically to plan for future growth. 8.1.2. Reimbursements There are existing reimbursements required for the construction of infrastructure in the Saguaro Bloom and Twin Peaks Benefit Areas. In the Saguaro Bloom Benefit Area, developer-financed water system infrastructure was constructed with the agreement that the developers will be refunded as the area was developed. In the Twin Peaks Benefit Area, infrastructure was financed by the Town and there are debt service payments required during the 10-year impact fee period. Table 19 shows the annual reimbursement for each benefit area. WestLand Resources, Inc. 18 Marana Re ular Council Meeting 08/01/2017 Page 276 of 343 Q:\Jobs\500'x7527.101\ENG\Impact Fee IIP RPT\527.101 2017 Draft Water Impact Fee Report—060117.docx 2017 Water Impact Fee Infrastructure Improvement Plan The Town of Marana Water Department Table 19. Annual reimbursement for Twin Peaks and Saguaro Bloom benefit areas Year Twin Peaks Saguaro Bloom Benefit Area Benefit Area 2018 $2541135 $971967 2019 $2541055 $971972 2020 $2531973 $971972 2021 $2531889 $971972 2022 $2531802 $971972 2023 $2531712 $971972 2024 $2531620 $971972 2025 $2531525 $971972 2026 $2531428 $971972 2027 $2531327 $971972 Total $2,537,466 $979,715 8.1.3. Infrastructure This section contains the estimated capital costs for projects affecting the North Marana Benefit Area and the Twin Peaks Benefit Area. Appendix A contains a detailed cost breakdown for each capital improvement with the exception of the San Lucas Interconnect. The cost for the San Lucas Interconnect is based on the existing contract amount to complete the project. Table 20 shows the estimated costs and timing for infrastructure improvements in the North Marana Benefit Area. Table 20. North Marana Benefit Area capital improvement costs San Lucas W+to Marana Marana Sanders Year Inter- X-zone Park Park 24-inch Total connect Booster 650-gpm 750,000-gal Pipeline Station Well Reservoir 2018 $3241000 $3241000 2019 2020 $6751000 $6751000 2021 $9341875 $112691000 $212031875 2022 $212271770 $212271770 Total $324,000 $934,875 $675,000 $1,269,000 $2,227,770 $5,430,645 WestLand Resources, Inc. 19 Marana Re ular Council Meeting 08/01/2017 Page 277 of 343 Q:\Jobs\500'x7527.101\ENG\Impact Fee IIP RPT\527.101 2017 Draft Water Impact Fee Report_060117.docx 2017 Water Impact Fee Infrastructure Improvement Plan The Town of Marana Water Department Table 21 shows the estimated costs and timing for the proposed capital infrastructure improvements in the Twin Peaks Benefit Area. Table 21. Twin Peaks Benefit Area capital improvement costs 24-inch Twin Picture Rocks Year Peaks/Continental Reserve Total Interconnect Interconnect 2018 $113441600 $113441600 2019 $117361910 $117361910 Total $1,736,910 $1,344,600 $3,081,510 8.1.4. Summary of Costs Related to Infrastructure Improvements Table 22 is a summary of the costs related to the infrastructure improvements. The costs include planning, reimbursements for existing infrastructure capacity, and proposed infrastructure improvements. The Reimbursements and Infrastructure are broken down by benefit area. Table 22. Summary of infrastructure improvement costs by benefit area Reimbursements Proposed Infrastructure Year Planning Total Twin Saguaro North Twin Peaks Bloom Marana Peaks 2018 $751000 $2541135 $971967 $3241000 $113441600 $210951702 2019 $2541055 $971972 $11736910 $210881937 2020 $2531973 $971972 $6751000 $110261945 2021 $2531889 $971972 $212031875 $215551736 2022 $2531802 $971972 $212271770 $215791544 2023 $2531712 $971972 $3511684 2024 $2531620 $971972 $3511592 2025 $2531525 $971972 $3511497 2026 $2531428 $971972 $3511400 2027 $2531327 $971972 $3511299 Total $75,000 $2,537,466 $979,715 $5,430,645 $3,081,510 $12,104,336 8.2. RENEWABLE WATER RESOURCE ACQUISITIONS There are three sources of renewable water resources foreseen in the next 10 years: Central Arizona Project (CAP) Non-Indian Agricultural Reallocation (NIA), Avra CAP M&I, and recharged wastewater. Costs for recharged wastewater include the cost to build recharge basins and one-half the cost to purchase and upgrade the Marana Water Reclamation Facility (WRF). Water Resource impact fees are applied to new development in all of the Benefit Areas including the IGA Benefit Area. The projected growth for all of the benefit areas is 6,047 EDUs. WestLand Resources, Inc. 20 Marana Re ular Council Meeting 08/01/2017 Page 278 of 343 Q:\Jobs\500'x7527.101\ENG\Impact Fee IIP RPT\527.101 2017 Draft Water Impact Fee Report—060117.docx 2017 Water Impact Fee Infrastructure Improvement Plan The Town of Marana Water Department Table 23 shows the water required and the renewable water resource available due to the projects included in the IIP for each year from 2018 through 2027. NIA provides 515 acre-feet of water each year and Avra CAP provides 808 acre-feet of water each year. The amount of water recharged at the Marana WRF depends on the number of EDUs connected to the sewer system, and is projected to be about 577 acre-feet in 2018 and to increase to about 1,085 acre-feet in 2027. The final column shows the remaining renewable resource required to offset projected demand for all Marana Water customers and responsibilities. Table 23. Renewable resource requirements and sources for impact fee period Projected Projected Non-Indian Remaining EDUs EDUs Water Reclaimed Agricultural Avra CAP Renewable Year Served by Served by Required Water M&I Resource Marana Marana (acre-feet) (acre-feet) Reallocation(acre-feet) (acre-feet) Required Water WRF (acre-feet) 2018 81660 31646 21619 577 515 808 720 2019 91161 31924 21771 621 515 808 827 2020 91692 41222 21931 668 515 808 941 2021 101252 41539 31101 718 515 808 11060 2022 101842 41876 31279 771 515 808 11185 2023 111462 51233 31467 828 515 808 11316 2024 121111 51609 31663 887 515 808 11453 2025 121789 61005 31868 950 515 808 11595 2026 131498 61421 41083 11016 515 808 11744 2027 14,236 6,856 4,306 1,085 515 808 11898 The Marana WRF and designated management area was acquired from Pima County to assist the Town in meeting its renewable water resource demands. Existing customers have already paid for capacity in the plant, and future customers will pay for unused existing capacity. Although the headworks and secondary treatment were limited to about 0.5 mgd,there is unused capacity in several areas.The existing WRF has a permitted capacity of 3.5 mgd, a tertiary treatment capacity of 3.5 mgd, and has the land area required for the treatment of 4.5 mgd. Since the Marana WRF was acquired primarily for water resource recovery, future water customers will pay for one-half the cost of the acquisition debt service, and future sewer customers will pay for one-half the acquisition debt service. Table 24 shows the plant acquisition debt service and the portion of the acquisition debt service devoted to new water customers over the next ten years. WestLand Resources, Inc. 21 Marana Re ular Council Meeting 08/01/2017 Page 279 of 343 Q:\Jobs\500'x7527.101\ENG\Impact Fee IIP RPT\527.101 2017 Draft Water Impact Fee Report—060117.docx 2017 Water Impact Fee Infrastructure Improvement Plan The Town of Marana Water Department Table 24. Debt service for acquisition of the Marana WRF. Plant Acquisition Debt Portion of Plant Acquisition Debt Year Service Service Devoted to New Water Customers 2018 $118091925 $9041963 2019 $118091925 $9041963 2020 $118101550 $9051275 2021 $118071150 $9031575 2022 $118121350 $9061175 2023 $118101750 $9051375 2024 $118061750 $9031375 2025 $118101250 $9051125 2026 $118101750 $9051375 2027 $118081250 $9041125 Total $18,096,650 $9,048,326 A 1.5 million gallon per day (mgd) expansion to the Marana WRF is currently being constructed. The expansion includes replacement of the existing 0.5 mgd Biolac secondary treatment system with a 1.5 mgd activated sludge treatment system, replacement of the 0.5 mgd headworks with 1.5 mgd headworks, and replacement of the existing biosolids handling system with new larger capacity biosolids handling system. Since the Marana WRF was acquired primarily for water resource recovery, future water customers will pay for one-half the cost of the expansion debt service, and future sewer customers will pay for one-half the expansion debt service. Table 25 shows the plant expansion debt service and the portion of the plant expansion debt service devoted to new water customers over the next ten years. Table 25. Debt service for Marana WRF 1.5 mgd upgrade. Plant Expansion Debt Portion of Plant Expansion Debt Year Service Service Devoted to New Water Customers 2018 $8151091 $4071546 2019 $6801819 $3401409 2020 $6801819 $3401409 2021 $6801819 $3401409 2022 $6801819 $3401409 2023 $6801819 $3401409 2024 $6801819 $3401409 2025 $6801819 $3401409 2026 $6801819 $3401409 2027 $6801819 $3401409 Total $6,942,462 $3,471,227 WestLand Resources, Inc. 22 Marana Re ular Council Meeting 08/01/2017 Page 280 of 343 Q:\Jobs\500'x7527.101\ENG\Impact Fee IIP RPT\527.101 2017 Draft Water Impact Fee Report_060117.docx 2017 Water Impact Fee Infrastructure Improvement Plan The Town of Marana Water Department Recharge basins are currently under construction for the Marana WRE The recharge basins will allow purified water to be recharged, and to then become available as groundwater recharge credits to offset groundwater pumping. Table 26 shows the debt service for the new recharge basins. Table 26. Debt service for construction of recharge basins Year Recharge Basin Debt Service 2018 $1531544 2019 $1281250 2020 $1281250 2021 $1281250 2022 $1281250 2023 $1281250 2024 $1281250 2025 $1281250 2026 $1281250 2027 $1281250 Total $1,307,794 Other sources of renewable water resource for the Town are the purchase of Non-Indian Agricultural (NIA) Central Arizona Project (CAP) at $78,530 spread over 5 years, and Avra CAP M&I,which is a one-time cost of$692,970 in 2018. Table 27 is a summary of the effluent and CAP related renewable resources required to offset the increased groundwater withdrawals required to support growth over the impact fee period. Table 27. Summary of costs associated with water rights acquisitions Portion of Portion of Recharge Non-Indian Year PlantWRF Basin Debt Agricultural Avra CAP Total Acquisition Upgrade Service Reallocation M&I Debt Service Debt Service 2018 $9041963 $4071546 $1531544 $151706 $6921970 $211741729 2019 $9041963 $3401409 $1281250 $151706 $113891328 2020 $9051275 $3401409 $1281250 $151706 $113891640 2021 $9031575 $3401409 $1281250 $151706 $113871940 2022 $9061175 $3401409 $1281250 $151706 $113901540 2023 $9051375 $3401409 $1281250 $113741034 2024 $9031375 $3401409 $1281250 $113721034 2025 $9051125 $3401409 $1281250 $113731784 2026 $9051375 $3401409 $1281250 $113741034 2027 $9041125 $3401409 $1281250 $113721784 Total $9,048,326 $3,471,227 $1,307,794 $78,530 $692,970 $14,598,847 WestLand Resources, Inc. 23 Marana Re ular Council Meeting 08/01/2017 Page 281 of 343 Q:\Jobs\500'x7527.101\ENG\Impact Fee IIP RPT\527.101 2017 Draft Water Impact Fee Report_060117.docx 2017 Water Impact Fee Infrastructure Improvement Plan The Town of Marana Water Department 8.3. SECTION 23 FEES Pursuant to an IGA between Marana and Oro Valley dated April 3, 2001 (Marana Resolution 2001- 36), Marana and Oro Valley share an overlapping service area. The area of overlap is shown in Appendix B, and is located within a portion of Section 23, Township 12 South, Range 12 East. Connections in the overlap area pay a fee in addition to the Twin Peaks Benefit Area impact fee. The additional fee was $750 per EDU in 2001,and has increased by 3 percent per year every year thereafter. Table 28 shows the fee over the next 10 years to the nearest dollar. Table 28.Additional Section 23 fees by year Year Section 23 Fee Year Section 23 Fee 2018 $1,240 2023 $1,437 2019 $11277 2024 $11480 2020 $11315 2025 $11525 2021 $11355 2026 $11570 2022 $11395 2027 $1,617 9. REFERENCES Schladweiler, Scott. 2017. Email: Infrastructure Improvement Plans. Attachment: 5-10 year projections 4-20-17.xlsx. To: Robert Archer,WestLand Resources, Inc. April 22, 2017. WestLand Resources, Inc. 24 Marana Re ular Council Meeting 08/01/2017 Page 282 of 343 Q:\Jobs\500'x7527.101\ENG\Impact Fee IIP RPT\527.101 2017 Draft Water Impact Fee Report—060117.docx FIGURES Marana Regular Council Meeting 08/01/2017 Page 283 of 343 M:\Jobs\500's\527.101\ENG\MXD\Figure 1 Marana Water Service Area.mxd MISSILE BASE RD Legend ------- -. ---- - ---- -- Marana Town Limits PINALAIRPARK RD MAN ——Pinal County ------__ ___ r -----Pima/Pinal County Line ----------- ——— Pima County " Existing Water Mains H Y �o Marana Water Service Area d, ro oP� Tucson Water IGA P .d HARDIN RD 0 HARDIN RD ❑ O� o. c w KIRBY HU HES RD , N. SAGE 3RUSH RD L— r CO pOLF T � \ � MARANA RD can GRIERR o P" TRICO MARANA RD '� a ❑ `�a "! z ❑ _ a z BARN E rT RD cn J o r. ' O MOOR IYb ❑ f oTANGERINE FART RD TANGERINE RD ,.�.�❑ SFR a Rp L W t w z 0 � a woNG wv � ww z — � z A`.'RA VALLEY RC � L-� a �z �. m t� U Q K a GP' ~� c<19 OASIS RD GP , TWIN PEAKS RDS �\ IND VISTABL ' w Q WASSO N AV U r U U1 �� N ReF MARANA AZ —1 <� e AT WATER 0 0.5 2 WARD 2017 WATER IMPACT FEE Miles —IT �� -- - r INFRASTRUCTURE IMPROVEMENT PLAN coo LL Figure 1 West La n d Resources Marana Water Service Area u Source:Esri,i-cubed,USDA,USGS,AEX,GeoEye,Getmapping,Aerogrid,IGN,IGP,andthe GIS User Community Marana Regular Council Meeting age 284 of 343 M:\Jobs\500's\527.101\ENG\MXD\Figures\Figure 2 Existing Water Service Areas.mxd MISSI J BASE RD 1 I � � I Legend � 1 ` --------------------------------- V I PINALAIRPARKRD ♦ ♦♦ Marana Town Limits ——final CountyI _ ♦. ___ Pima/final County Line __ ------- FAma County ♦ ♦ Existing Water Mains X1a\♦ Pressure Zone Boundaries %*� o Marana Water Service Areas I P HARDIN RD 0 HARDIN RD ♦` ♦` oma' s Airport p Y KIRBY HU HES RD R 1 ♦ Picture OCkS Falstaff SAGE 3RUSH RD DG ♦ North Marana Service Area oo� Z ♦ FMo"T i North Marana JMARANARD Palo Verde L,IW+IGF,Q� '� GRIERR o 1 Airline/Lambert TRICO MARANA RD '� o `♦ �� �\ BARN TRD w __ `� 1 ♦` �� Y1 Twin Peaks 41 ` > �♦� �——C———� I ♦ Water Pressure Zone W TANGEIINE FARM RD ` ` ` `TANG EfAQIE RI--- J 41, C IPP o -` ♦ �Q? Q a 1 WONG WY ` ` �� ♦` `♦ ` A i— Fallstaff Service Area00 ♦ �� N W ` '` AVR4VALLEV RD t ` -� o �1 z -1— i 1J m A z Airport Service Area I �s��R � 1 Z1 U 4 I X1 b ��-i — a I II` 1 ♦ PaP \J Twin Peaks Service Area r ♦ 1 1 1♦♦ ` G��`a0 a Airline/Lambert Service Area �♦ LIND VISTA BL X1 c Palo Verde Service Area aP �� WASSGNAV 1 Y2 s" MARANA AZ 1 N J ♦� L————————————————— ——————�� �+----=� -��7_, Ra off` �`� WATER Picture Rocks Service Area16 1 �Y3 �♦=�r 2017 WATER IMPACT FEE a 0.5 1 z I _1 R I,Z �;=�R° Miles ♦ `� L-�-�1 INFRASTRUCTURE IMPROVEMENT PLAN - Figure 2 �[ Water Service Areas and Westland Resources Source:Esri,i-cubed,USDA,USGS,AEX,GeoEye,Getmapping,Aerogrid,I N,IGP,and the' Water Pressure Zones GIS User Community aranaMRegular Council Meeting age 285 of 343 M:\Jobs\500's\527.101\ENG\MXD\Figures\Figure 3 Water Benefit Areas.mxd MISSILE BASE RD Y Legend -------- ��-------------------------------- - --------- ---- ——-Marana Town Limits ARM PINALAIRPARK RD " dr _ Pinal County _ ____ ___ -----Pima/Pinal County Line -- : Pima County Existing Water Mains 7w �o Water Benefit Areas Y � U J y Airport HARDIN RD ' FF HARDIN RD O� Falstaff w KIRBY HUSHES RD °'� North Marana s p Palo Verde SAGE RUSH RD North Marana Benefit Area Saguaro Bloom 5 z °UN 1 MARANARD - e< i' -Twin Peaks GRIER RT z IGA Benefit Areas TRICOMARANA RD - IGA p p Note:IGA-Intergovernmental Agreement BARNE FT RD N w o a with Tucson Water a 0 U R p K N A GE NE FARM D TANGERINE RD p p SFR a �O z a woNG wv�� *^ `•,1 � Falstaff Benefit Area H Airport Benefit Area m _,,Twin Peaks Benefit Area Saguaro Bloom Benefit Area ' °P -IND VISTA-BL W Palo Verde Benefit Area QIP ',NASSC N AV p i U� z N o MARANA AZ WATER Twin Peaks Benefit Area l 2017 WATER IMPACT FEE 0 0.5 1 2 INA RD 11e — r INFRASTRUCTURE IMPROVEMENT PLAN Figure 3 IGA Benefit Areas r Water Benefit Areas West La n d Resources , Source:Esri,i-cubed,USDA,USGS,-AEX,GeoEye,Getrnapping,Aerogrid,IGN',/IGP,a d i e GIS User`CamMU it-y Marana Regular Council Meeting age 286 of 343 M:\Jobs\500's\527.101\ENG\MXD\Figures\Figure 4 Water Development Areas.mxd MISSILE BASE RD 'a SA Legend ——Marana Town Limits -------- ------- Pima/Pinal County Line PINALAIRPARK RD P„d Existing Water Mains Pinal County ____ ___ _ Development Areas -Pima Farms Pima County o -Continental Ranch Pima Farms North Airport -Preserve at Twin Peaks v The Villages of Tortolita 4�' _ Barrios de Marana Vanderbilt Farms o P u Camino de Oeste -Rancho Marana Town Center HARDIN RD ° �`P Cascada -Saguaro Bloom HARDIN RD o O� Continental Reserve San Lucas Sanders Grove y HU HES RD -Cortaro Crossing -Sanders Grove Y Marana Mercantile J -Cypress Gardens -Tangerine Business Park SAGE 3RUSH RD San Lucas ` De Anza -Tangerine Commerce Park it C' SOL o FMo, -Fianchetto Farms Tangerine Ridge NIA RANA RD a` NTaiNe< i_� Gladden Farms Tortolita Vistas N _BarrIOS de Marana �y -Gladden Farms II -Twin Peaks and Oasis Uptown at Marana F� y_- GRIER R o ®Hartman 59 -Twin Peaks Plaza °F TRICO MARANA RD Rancho Marana Town Center <<� Marana Main St., z �., -Lazy K -Twin Peaks Vista r T.Rry�'-' � w z � -Linda Vista Village -Uptown at Marana Va o ;Cypress Gardens nderbilt Farms -Marana Main St. -The Villages of Tortolita __________"_ MOOR r� �Marana Mercantile �Whitney Farms Fianchetto Farms Gladden Farms II Tortolita Vistas - �y - Tangerine Business Park Marana Spectrum Willow Ridge Commercial -Marana Technology Campus 0 Willow Vista F Marana Technology Campus jCasa Sevilla Oasis Hills I and 11 '- Gladden Farms TANGERINE FARM RC ``� TANGERINE RD � � Ta n/'1PYI YIP QI/'t/'1P ....._. � ,P?P y o �° P > z I, WDI Tangerine Commerce Park N �„ 71Z Air ort Cascada Twin Peaks VistaA-RA ALLEY RD - Preserves at Twin Peaks m r � Continental Ranch Q °� z ,..'Twin Peaks&Oasis Saguaro Bloom aP QP`'O a 902 a �P N P OA,IS Oasis Hills I&II �O 0P���°� ,Marana Spectrum ° TWIN PEAKS RDS �\ �' +`i IN"�ISTA BL ' f�A Linda Vista Village " Twin Peaks Plaza ¢� Hartman 59 Twin Peaks Estates - . WASSON AV ,,-FDe Anza r �,� _.ryCamino de Oeste Pima Farms North Cortaro Crossing z� N .�.Willow Ridge Commercial N [La K �� s Pima Farms MAA AZ Willow Vista gar `- Continental Reserve �° �� WATER Continental Ranch 2017 WATER IMPACT FEE Mlles -IT �� INFRASTRUCTURE IMPROVEMENT PLAN Figure 4 West La n d Resources Development Areas Source:Esri,i-cubed,USDA,USGS,AEX,GeoEye,Getmapping,Aerogrid,IGN,IGP,and the GIS User Community Marana Regular Council Meeting age 287 of 343 M:\Jobs\500's\527.101\ENG\MXD\Figures\Figure 5 Existing Infrastructure.mxd Y HLegend HARDIN RD San Lucas Water Plant" Storage:1.0 MG • Other Infrastructure Y Well:921 gpm —� Booster:2,250 gpm San Lucas W to X Zone Booster Existing Water Mains J SAGE 3RUSH RD Booster:1,300 gpm ° ——-Marana Town Limits co z Marana Park Water Plant MO�ti I -----Pima/Pinal County Line 9 MARANA RD .,� Storage:1.0 MG Label Colors z Sandario Well Site o Booster:3,200 gpm � Well:550 gpm a _ _ Iii �North Marana Service Area co MARANARD Honea West Water- � z a ' Plant � w Z Picture Rocks Service Area BARN T RD Storage:50,000 gal Gladden Farms Well Site Twin Peaks Service Area Well:321 gpm o Well:550 gpm Booster:550 gpm OR Airline/Lambert Service Area N Tangerine Business Park Water Plant Storage:500,000 gal. Palo Verde Service Area Well:85 gpm Honea East Water Plant'� Booster:1,850 gpm 0 Airport Service Area Storage:25,000 gal. TANGERINE FARMS D TANGERINE RD o Well:230 gpm Q Falstaff Service Area Booster:720 gpm Lambert Water Plant �P z Storage:30,000 gal. oNGv: Well:150 gpm Falstaff Water Plant Airport West Water Plant Twin Peaks Water Plant Storage:500,000 al. ,Booster 350 gpm Storage:10,000 gal. o g g J Storage:1.0 MG Well:2,156 m Airline Water Plant �� Well:59 gpm Z gpm Booster:1,850 gpm Booster:4,500 gpm AURA Storage:20,000 gal. Booster:120 gpm _ o ° Well:168 gpm m Airport East Well Site Booster:230 gpm Hartman Vistas Water Plant -- Well:2,000 gpm Twin Peaks Well Site Storage:1.1 MG GP vim_: 9j I Well:1,018 gpm gp E PPso Saguraro Bloom Water Plant Booster:1,300 m OASIS RD �o Storage:1.87 MG 00L Eq Xsf#01 J Well:1,126 gpm °P�`� Palo Verde Water Plant _ Booster:3,000 gpm LIN vls > Storage:45,000 gal. A Cf Well:277 gpm La Puerta Water Plant a Cortaro Ranch Water Plant Booster:400 gpm ' Storage:20,000 gal. pioneer Well Site wassoNAv Storage:150,000 gal. Well:292 gpm Well:300 m Well:900 gpm gp Booster:1,200 gpm Booster:1,750 gpm Continental Reserve Water Plant Willow Vista Booster Storage:1.0 MIS o Booster:1,700 gpm Wells:2,425 gpm �f Booster:3,750 gpm ` �� �� Oshrin Water Plant o°� �� Storage:35,000 gal. Wells:201 gpm MARANA AZ N Picture Rocks Booster q Booster:350 gpm (Booster:660 gpm The Springs g Plant'�� WATER rin s Water Pla _.r Storage:1.0 MG L Picture Rocks Water Plant Booster:30 I '� 0 0.5 1 2 Storage:250,000 gal. ,100gpm, 2017 WATER IMPACT FEE Miles R�H Booster:1,000 gpm INFRASTRUCTURE IMPROVEMENT PLAN Figure 5 West La n d Resources Existing Infrastructure Source:Esri,i-cubed,USDA,USGS,AEX,Geo,ye,G.etmapping,Ae'rogrid,IGMAGIP,-and the GIS U:ser_Com_unity aranaImRegular Council Meeting 7717117217117 Page 288 of 343 M:\Jobs\500's\527.101\ENG\MXD\Figures\Figure 6 Capital Improvements.mA Legend — ----------------- ------------ ---------------------------- * Capital Improvements Capital Improvements(Linear) Pinal County ------------- --------------------------� ------------ ----------------------------- �; ° Existing Water Mains Pima county -----Pima/Pinal County Line —— -Marana Town Limits s San Lucas Interconnect Sanders 24-inch Pipeline Marana Park 650-gpm Well and 750,000-gallon Storage Reservoir W+to X Zone 3,000-gpm Booster Station f T.. L y 24-inch Twin Peaks/ fjEr Continental Reserve Interconnect V I r N ,��� MARANA AZ WATER Picture Rocks Interconnect r 0 0.5 i 22017 WATER IMPACT FEE Miles r INFRASTRUCTURE IMPROVEMENT PLAN Figure 6 West La n d Resources I I Lr= Capital Improvements FTTFFH Source:Esri,i-cubed,USDA,USGS,AEX,GeoEye,Getrnapping,Aerogrid,IGN'JGP,and the GIS UserL' munit-y grana Regular Council Meeting age 289 of 343 APPENDIX A Opinions of Probable Construction Cost and Site Plans Marana Regular Council Meeting 08/01/2017 Page 290 of 343 a �fi ED , 611. � ,. SO NEW 16» WATER MAIN W/ ��� s 0 100, 32 STEEL CASING \ � x SCALE: 1 = 100 , , y F �... II Y I EXIST. 6 WATER M AI « BE ABANDONED , � ��., '90� ti EXI ST. 8" WATER MAIN • u4 _� ,� VV , �t wr w • •" � � 4 ,, cti � Zr� EXI ST. 8" WATER MAIN titi ti • �� »r ., : O N x / Q (Y�� a ,.,.,, a • W+ ZONE 1 -10 N SAN LUCAS 0 WestLand Resources,Inc. 16" INTERCONNECT Tucson Phoenix Flagstaff WATER MAIN LAYOUT EXHIBIT 04001 E.Paradise Falls Drive jTucson,Arizona 85712 (520)206-9585 APRIL 14, 217 WestLand Resources, Inc. Engineering and Environmental Consultants Project Name: Town of Marana 2017 Impact Fees Prepared by: OON Date: 5/17/2017 Project No.: 527.101 Checked by: EDC Date: 5/17/2017 Location: Marana,Arizona Client: Town of Marana Description: Tangerine W+Zone to X Zone Booster Sation and PRV Station Item No. Item Description Unit Quantity Unit Price Amount Remarks 1 1,500 Grundfos Booster Pump Station EA 1 $35000 $35000 Including concrete pad 2 Bladder Tank EA 2 $3,500 $700 3 Site Piping LS 1 $4000 $4000 4 PRV Station LS 1 $7500 $7500 5 Electical and Controls and Telemetry LS 1 $180,000 $180,000 6 Site Wall LF 270 $150 $40,500 Block wall and gate Subtotal $692,500 Contingencies(20%) $138500 Design and Construction Management(15%) $103,875 TOTAL PROJECT COSTS $934,875 1of1 Marana Regular Council Meeting 08/01/2017 Page 293 of 343 A.!' Y � F 71, Aw W N Lm yr �51 �II�III IU�1l(pJl�f r y� c 50' EXIST. STORAGE TANK SCALE: 1" = 50' TANK INTERCONNECT ' NEW 650 GPM WELL MEN & ra M tie maw �M �• NEW 0.7 M G. °lSTORAGE TA VK, ON All R iaaw, ! tJ1 i lapis' %OFF Eel- �•(� ,gyp ® � � =1�A � �� �. �a� � �4�16�_ �dws� I N . Ln MARANA PARK -cn00 WestLand Resources,Inc. RESERVOIR AND Tucson Phoenix Flagstaff WELL LAYOUT EXHIBIT 0 4001 E.Paradise Falls Drive jTucson,Arizona 85712 (520)206-9585 APRIL 14, 2017 WestLand Resources, Inc. Engineering and Environmental Consultants Project Name: Town of Marana 2017 Impact Fees Prepared by: OON Date: 5/17/2017 Project No.: 527.101 Checked by: EDC Date: 5/17/2017 Location: Marana,Arizona Client: Town of Marana Description: Marana Park Well Item No. Item Description Unit Quantity Unit Price Amount Remarks 1 650 gpm Well EA 1 $35000 $35000 2 Site Piping LS 1 $5000 $5000 3 Electrical Instrumentation and Controls LS 1 $100,000 $100,000 Subtotal $500,000 Contingencies(20%) $1001000 Design and Construction Management(15%) $7500 TOTAL PROJECT COSTS $675,000 1 of 2 Marana Regular Council Meeting 08/01/2017 Page 295 of 343 WestLand Resources, Inc. Engineering and Environmental Consultants Project Name: Town of Marana 2017 Impact Fees Prepared by: OON Date: 5/17/2017 Project No.: 527.01 Checked by: EDC Date: 5/17/2017 Location: Marana,Arizona Client: Town of Marana Description: Marana Park Reservoir Item No. Item Description I Unit I Quantityl Unit Price I Amount Remarks 1 0.75 MG Welded Steel Reservoir EA 1 $86000 $86000 2 Site Piping LS 1 $5000 $5000 3 Electrical Instrumentation and Controls LS 1 $3000 $3000 Subtotal $940,000 Contingencies(20%) $188 000 Design and Construction Management(15%) $141,000 TOTAL PROJECT COSTS $1,269,000 2 of 2 Marana Regular Council Meeting 08/01/2017 Page 296 of 343 f r r E N v � n � x l ll I ! 4 if mi } MEN • / 1 1 S"r a 51. okww M4 • a • 111111���11111111��1111111111���111�I� 111• ��111 ♦ ON ♦ 1111 �j♦;��,��IIIIII �����;��111��111111►1►G INE 1� � VIII ���� � ��_111111►11� _ ♦ t ION1 : 111111111�111��I►����,�I�j- =1111','111111 I�j� 1111�MAP,1111 1111111111��►I IIIII� �1� 1111111 ��IIIIIIIII IIIIIIIIIII _ ,,,, ,. �_��11�111 ������►111111►I���II �� �d ���IIIII 11111111 ♦ �� X1111► I������� -i ��►1111► �IIII►���1111111 ��IIIIII►����1i i �/IIIII� are- IN Q ��111 II1111111�,111111111■�IIIIIIIIIII���IIII��� � � �� /I//11 11111111 M 11111111111111�� 1111111/ ►� 111111111��1111111111111►��_� �1111111►� ��I�►�I�1�� \IIIII11111111111 ��� %IIIIIIIIII� ��III��� 1111111111111 ��`=��� ■ ���_a i IIIII\�/IIIIIIII 111111111/ 1\�/11111111\� • i � ■ � 111111�� • MEN 11 Milli illi i \1111111== ISO m ♦♦I • • WestLand Resources, Inc. Engineering and Environmental Consultants Project Name: Town of Marana 2017 Impact Fees Prepared by: OON Date: 5/17/2017 Project No.: 527.101 Checked by: EDC Date: 5/17/2017 Location: Marana,Arizona Client: Town of Marana Description: Sanders Road 24"Water Main Item No. Item Description Unit Quantity Unit Price Amount Remarks 1 24"DIP Water Main LF 8,920 $185 $1,650,200 Subtotal $1,650,200 Contingencies(20%) $330M40 Design and Construction Management(15%) $247,530 TOTAL PROJECT COSTS $2,227,770 1of1 Marana Regular Council Meeting 08/01/2017 Page 298 of 343 N 16 15 Li VV ' ,--E +\ �s oti � 01 S 1000 �• SCALE: 1" _= 1000' %� • . CMID A 22 @14w JACK AND BORE 61110 L.F. 24 DIP WATER MAIN M W - z 12"x24" TAPPING SLEEVE LLI Sig & VALVE LLI ;ERBF w AD 27 `. U 28 Ln N » 24 TWIN PEAKS/ U� U WestLa nd Resources Inc. CONTINENTAL RESERVE Tucson • Phoenix • Flagstaff INTERCONNECT n 4001 E.Paradise Falls Drive Tucson,Arizona 85712 (520)206-9585 APRIL 14, 2017 grana Reguiar uouncii meeting age 299 Ot 343 WestLand Resources, Inc. Engineering and Environmental Consultants Project Name: Town of Marana 2017 Impact Fees Prepared by: OON Date: 5/17/2017 Project No.: 527.101 Checked by: EDC Date: 5/17/2017 Location: Twin Peaks Blvd to Silverbell Rd. Client: Town of Marana Description: Twin Peaks/Continental Reserve Interconnect Item No. Item Description Unit Quantity Unit Price Amount Remarks 1 General Conditions LS 1 $20,000 $20,000 Mobilization and demobilization, construction management,survey,ect. 2 24"D.LP Water Main with Restrained LF 6,110 $185 $1,130,350 Joints 3 24"Valve,Box and Cover EA 4 $1300 $5200 4 2"Air Release Valve EA 2 $1,500 $300 5 Jack and Bore LF 125 $650 $81,250 Beneath existing Twin Peaks Blvd. Subtotal $1,286,600 Contingencies(20%) $257X0 Design and Construction Management(15%) $192,990 TOTAL PROJECT COSTS $1,736,910 1of1 Marana Regular Council Meeting 08/01/2017 Page 300 of 343 `'' •' NEW 12 PVC ' WATER MAIN %~ `. •' '' , ; •lam W E CONTINENTAL\ /_ �--' 1 J 1 / ♦ , S RESERVE �� ��,�' �� ; ► ` ♦ `.�� 0 600 01 , �cP '' ► ,'' ``•,' , ' ,� SCALE: 1" = 600' NEW CONNECTION ------ 1 POINT j •;I a NEW CONNECTION POINT ► 00 , ♦ • 1 W 790 v I / ♦ � 1 1 I 12" 220 I .I T1 ■ NEW 12" PVC W WATER MAIN 00W ■ _ZpNE 2210 NEW CONNECTION POINT Y 0 Z—ZpNE � 0 z GENERAL a PLANNING ■ 222 • L.VTS a 33 Z ul WestLand Resources,Inc. PICTURE ROCKS INTERCONNECT Tucson • Phoenix • Flagstaff U 4001 E.Paradise Falls Drive Tucson,Arizona 85712 (520)206-9585 APRIL 14, 2017 WestLand Resources, Inc. Engineering and Environmental Consultants Project Name: Town of Marana 2017 Impact Fees Prepared by: GGF Date: 5/23/2017 Project No.: 527.101 Checked by: RJA Date: 5/23/2017 Location: Marana,Arizona Client: Town of Marana Description: Picture Rocks Interconnect Item No. Item Description Unit Quantity Unit Price Amount Remarks 12-inch water main including valves, 1 air release valves,and appurtanances- LF 5,050 $95 $479,750 South Portion 12-inch water main including valves, 2 air release valves,and appurtanances- LF 1,850 $100 $18500 North Portion 3 Tie-in to existing water main EA 4 $4,500 $18,000 4 Pavement and curb removal and LS 1 $200 $200 replacement 5 Pavement removal and replacement SY 825 $50 $41,250 6 Mitigation Requirements Ac 3.0 $9000 $27000 Subtotal $996,000 Contingencies(20%) $199 200 Design and Construction Management(15%) $149,400 TOTAL PROJECT COSTS I I I $1,344,600 1of1 Marana Regular Council Meeting 08/01/2017 Page 302 of 343 APPENDIX B Marana and Oro Valley Water Service Overlap Area Marana Regular Council Meeting 08/01/2017 Page 303 of 343 EXIff,B,,IT p .. _ - �srYtS,e�Aks:`Ji�Ni�iGwF r - ti 5 M COR TARO Rms O ./ fara ;x and Oro VaNey Water SRf1c er _._ -4// Oro valie-u-Ifvater Service Area Set-vice,area Overlap 1 Marano To r n Limits if w _.� �?01 f 0`,jvf", of Mararla Marana Regular Council Meeting 08/01/2017 Page 304 of 343 DRAFT 2017 SEWER IMPACT FEE INFRASTRUCTURE IMPROVEMENT PLAN Town Marana Pr-ep3r- d fo r. MARANA AZ DATE Town of Marana WI-Iter Departn)(�nt 0 W�sz 1 n Road Martina, A;-Izoi is 85743 Project Number-- 527.1 00 June 2017 43796 ROERTJC3EP ARCKER SIGNED " ON A W , Expires 31131/2018 WestLand Resources +''e tLand Resources, Inc.•4001 E. Paradise Falls Drive @ Tucson,Arizona 85712*520* ? • 585 Marana Regular Council Meeting 08/01/2017 Page 305 of 343 2017 Sewer Impact Fee Infrastructure Improvement Plan Town of Marana Water Department TABLE OF CONTENTS 1. INTRODUCTION...................................................................................................................................1 2. BENEFIT AREAS....................................................................................................................................1 3. LEVEL OF SERVICE.............................................................................................................................1 3.1. Level of Service for Existing Customers.......................................................................................1 3.2. Level of Service for Future Customers .........................................................................................2 4. 10-YEAR LAND USE ASSUMPTIONS .............................................................................................2 5. EXISTING CAPACITY REQUIREMENTS.....................................................................................3 5.1. Treatment Capacity Requirements.................................................................................................4 5.2. Collection System Capacity Requirements....................................................................................4 6. PROJECTED CAPACITY REQUIREMENTS AND UTILIZATION OF EXISTING FACILITIES..............................................................................................................................................6 6.1. Treatment Capacity Requirements.................................................................................................6 6.2. Collection System Capacity Requirements....................................................................................6 7. CAPITAL IMPROVEMENTS...............................................................................................................8 7.1. Treatment: Existing Capacity and Upgrades................................................................................8 7.2. Collection System Improvements..................................................................................................9 8. COST OF CAPITAL IMPROVEMENTS...........................................................................................9 8.1. Marana WRF Debt Service .............................................................................................................9 8.2. Marana WRF 1.5 mgd Upgrade....................................................................................................10 8.3. Improvements to Collection System ...........................................................................................10 8.4. Collection System Master Plan.....................................................................................................11 8.5. Total CIP..........................................................................................................................................11 9. REFERENCES.......................................................................................................................................11 TABLES Table 1. Description of Benefit Areas............................................................................................................1 Table 2. Level of Service for Existing Customers by Benefit Area............................................................2 Table 3. Projected Equivalent Dwelling Units by Development Area......................................................2 Table 4. 10-year Projected Growth by Benefit Area....................................................................................3 Table 5. Projected Annual Growth for Each Benefit Area.........................................................................3 Table 6. Existing Sewer Flows by Sewer Basin and Benefit Area..............................................................4 Table 7. Collection System Capacity for Existing Units..............................................................................5 Table 8. Projected Sewer Flows by Sewer Basin and Benefit Area............................................................6 Table 9. Collection System Capacity for Projected Units............................................................................7 Table 10. Existing Capacity and Proposed Capital Facilities for Marana WRF.......................................8 Table 11. Proposed Capital Facilities for Collection System.......................................................................9 Table 12. Debt Service for Acquisition of the Marana WRF....................................................................10 Table 13. Debt Service for Marana WRF 1.5 mgd Upgrade.....................................................................10 Table 14. Costs for Improvements to the Collection System...................................................................11 Table15. Total CIP Costs..............................................................................................................................11 WestLand Resources, Inc. H Marana Re ular Council Meeting 08/01/2017 Page 306 of 343 Q:\Jobs\500's7527.100\ENG\Sewer Impact Fee\2017 Report_060117.docx 2017 Sewer Impact Fee Infrastructure Improvement Plan Town of Marana Water Department FIGURES (follow text) Figure 1. Marana DMA Area Figure 2. Sewer Basins and Sewer Benefit Areas Figure 3. Development Areas Figure 4. Sewer Collection System Analysis Figure 5. Capital Improvements: Clark Farms Blvd. Flow Split Figure 6. Capital Improvements: Marana/Sanders 21-inch Gravity Main APPENDICES Appendix A. Opinions of Probable Construction Cost WestLand Resources, Inc. Hi Marana Re ular Council Meeting 08/01/2017 Page 307 of 343 Q:\Jobs\500's7527.100\ENG\Sewer Impact Fee\2017 Report_060117.docx 2017 Sewer Impact Fee Infrastructure Improvement Plan Town of Marana Water Department I. INTRODUCTION The Town of Marana (Town) is the Designated Management Agency providing wastewater service for the Designated Management Area (DMA) area shown in Figure 1. Currently the Town operates the Marana Water Reclamation Facility(WRF),which serves approximately 2,778 connections (March 2017). The Town also operates a collection system comprising approximately 50 miles of gravity sewer, 1.25 miles of pressure sewer (force main), the Rillito Vista Lift Station, and the Saguaro Bloom Sewer Lift Station. The purpose of the infrastructure improvement plan (IIP) is to determine the capital improvements required to meet the demands associated with the next 10 years of growth, and to estimate the costs of those improvements and acquisitions. 2. BENEFIT AREAS Benefit Areas are areas that derive benefit from unused existing capacity or proposed capacity improvements to the collection and treatment systems. Figure 2 shows the two benefit areas referenced in this report. The benefit areas are combinations of one or more sewer basins,where the sewer basins are designed to account for natural and man-made barriers and to account for the collection system topology. Table 1 contains a description of the benefit areas. Table 1. Description of Benefit Areas Benefit Area Sewer Basins Treatment/Disposal Northwest Benefit Area 6, 7, 8, 11 Marana WRF Southeast Benefit Area 12, 18, 19 Marana WRF The Northwest and Southeast benefit areas are tributary to the Marana WRF, but are separated because each requires different collection system improvements. 3. LEVEL OF SERVICE This section describes the level of service of the treatment and collection systems for each of the benefit areas, and for existing customers and future development. 3.1. LEVEL OF SERVICE FOR EXISTING CUSTOMERS The Town provides sewer collection,purification,and disinfection of treated wastewater.The Marana WRF is designed to treat to Class A+ reclaimed water as defined by the Arizona Department of Environmental Quality (ADEQ), and treated water can be reused, recharged, or discharged to a tributary of the Santa Cruz River. The treatment system is designed to treat the average dry-weather flow (ADWF). WestLand Resources, Inc. Marana Re ular Council Meeting 08/01/2017 Page 308 of 343 Q:\Jobs\500's7527.100\ENG\Sewer Impact Fee\2017 Report_060117.docx 2017 Sewer Impact Fee Infrastructure Improvement Plan Town of Marana Water Department The collection system for both benefit areas is designed to carry peak wet-weather flow (PWWF). Table 2 shows the level of service for each benefit area. Table 2. Level of Service for Existing Customers by Benefit Area Benefit Area Treatment Collection System Northwest Benefit Area Treatment plant designed for Class A+ Capacity greater than Southeast Benefit Area reclaimed effluent and for ADWF PWWF 3.2. LEVEL OF SERVICE FOR FUTURE CUSTOMERS The level of service for future customers, in terms of wastewater system engineering design criteria, will be the same as described in Table 2 for existing customers. 4. 10-YEAR LAND USE ASSUMPTIONS The Town provided land use assumptions for the 10-year study period (Schladweller 2017). The 10- year study period runs from 2018 through 2027. Figure 3 shows each development area and Table 3 shows the number of dwelling units projected over the next 10 years, the area of commercial development projected over the next ten years,and the number of Equivalent Dwelling Units (EDUs) projected for the next ten years for each development area. An EDU represents the wastewater generated by one single-family dwelling unit or one-quarter acre of commercial area. In this IIP, "commercial" represents any non-residential wastewater source, such as retail, offices, industrial, government, or schools. The last two columns of Table 3 show the sewer basin(s) and benefit area associated with each development. Table 3. Projected Equivalent Dwelling Units by Development Area Development Area Dwelling Commercial EDUs Sewer Benefit Area Units Acres Basin(s) Barrios de Marana 0 4 16 6 Northwest Cypress Gardens 165 0 165 6 Northwest Fianchetto Farms 103 0 103 6 Northwest Gladden Farms 527 14 583 11 Northwest Gladden Farms II 211 0 211 11 Northwest Marana Main St. 0 14 56 6 Northwest Marana Mercantile 0 12 48 6 Northwest Rancho Marana Town Center 0 5 20 6 Northwest Saguaro Bloom 11229 0 11229 18 Southeast San Lucas 24 0 24 8 Northwest Sanders Grove 113 0 113 6 Northwest Tangerine Commerce Park 0 45 180 12119 Southeast WestLand Resources, Inc. 2 Marana Re ular Council Meeting 08/01/2017 Page 309 of 343 Q:\Jobs\500's7527.100\ENG\Sewer Impact Fee\2017 Report_060117.docx 2017 Sewer Impact Fee Infrastructure Improvement Plan Town of Marana Water Department Development Area Dwelling Commercial EDUs Sewer Benefit Area Units Acres Basin(s) The Villages of Tortolita 293 0 293 7 Northwest Uptown at Marana 0 6 24 6 Northwest Vanderbilt Farms 391 0 391 12 Southeast Whitney Farms 12 0 12 11 Northwest Total 3,068 100 3,468 Table 4 shows the 10-year projected growth in EDUs for each of the benefit areas. Table 4. 10-year Projected Growth by Benefit Area Benefit Area Projected Growth (EDU) Northwest Benefit Area 11737 Southeast Benefit Area 11731 Table 5 shows the projected annual growth in EDUs for each benefit area. The annual growth is based on the number of existing units and 5- and 10-year projections provided by the Town (Schladweller 2017). The growth rate for intermediate years was estimated using a quadratic curve passing through three years: existing EDUs, 5-year projected EDUs, and 10-year projected EDUs. Table S. Projected Annual Growth for Each Benefit Area Development Area EDUs by Benefit Area Total Northwest Southeast EDUs 2018 115 143 258 2019 128 150 278 2020 141 156 297 2021 154 163 317 2022 167 170 337 2023 180 176 356 2024 193 183 376 2025 206 190 396 2026 219 196 415 2027 234 204 438 S. EXISTING CAPACITY REQUIREMENTS The following assumptions are used to calculate the flows generated from each EDU. • Each EDU represents 2.7 persons per dwelling unit (ppdu) of equivalent population. • Each EDU produces 187.2 gallons per day(gpd).ADEQ requires that the treatment plant and collection system have sufficient capacity to support 187.2 gpd for each EDU. WestLand Resources, Inc. 3 Marana Re ular Council Meeting 08/01/2017 Page 310 of 343 Q:\Jobs\500's7527.100\ENG\Sewer Impact Fee\2017 Report_060117.docx 2017 Sewer Impact Fee Infrastructure Improvement Plan Town of Marana Water Department • The peak dry-weather flow (PDWF) is based on the equivalent population upstream of the point of interest, and is equal to the ADWF times a peaking factor.The peaking factor is from the R18-9-E301(D)(b)(i) of the Arizona Administrative Code. • The peak wet-weather flow (PWWF) is equal to PDWF + inflow and infiltration (I/I). Where I/I is assumed to be 10 percent of the PDWF. The treatment system must be able to treat ADWF and the collection system must be capable of handling PWWF. 5.1. TREATMENT CAPACITY REQUIREMENTS Table 6 shows the existing EDUs and the ADWF based on the assumptions listed above for each sewer basin. Table 6. Existing Sewer Flows by Sewer Basin and Benefit Area Benefit Area Sewer Basin Existing(EDU) Existing ADWF (mgd) 6 352 0.066 Northwest 8 760 0.142 11 11835 0.344 18 381 0.071 Southeast 19 60 0.011 Total 3,388 0.634 Sewer basins in the Northwest and Southeast benefit areas are tributary to the Marana WRF.The total existing ADWF to the Marana WRF, based on 3,388 EDUs, is 0.634 million gallons per day (mgd). The Marana WRF capacity is currently limited to 0.5 mgd because of the secondary treatment Biolac system. There is no excess capacity in the existing treatment system; however, the 3.5 mgd sand filter and ultraviolet disinfection system have 2.85 mgd of excess capacity, which can be used once the secondary treatment system is replaced with the 1.5 mgd secondary treatment system now being constructed. 5.2. COLLECTION SYSTEM CAPACITY REQUIREMENTS Figure 4 shows the collection system that is tributary to the Marana WRF. The main lines of the collection system are divided into 11 branches (A through K). Each branch is divided into one or more segments to aid in the analysis of the collection system. The segment name is the same as the collection point just upstream of the segment. Table 7 shows the existing EDUs,the existing capacity,the calculated PWWF,and the excess capacity for each segment of each branch of the collection system. The existing capacity is equal to the minimum pipe capacity within the segment, where the pipe capacity was calculated using Manning's equation for a full pipe, based on the pipe diameter and slope, and with a roughness coefficient, n, equal to 0.013 (Chow 1959). Where noted, flows from the force main are calculated separately using WestLand Resources, Inc. 4 Marana Re ular Council Meeting 08/01/2017 Page 311 of 343 Q:\Jobs\500's7527.100\ENG\Sewer Impact Fee\2017 Report_060117.docx 2017 Sewer Impact Fee Infrastructure Improvement Plan Town of Marana Water Department a dynamic model and based on the lift station pumping rate.The dynamic model predicts an attenuated flow at points along the segment, and is used until the attenuated flow is equal to the PWWF. Table 7. Collection System Capacity for Existing Units Branch Segment EDU Existing Capacity PWWF Excess Capacity (mgd) (mgd) (mgd) A A-1 760 1.52 0.34 1.18 B-1 60 1.13 0.491 0.64 B-2 60 1.08 0.441 0.64 B B-3 60 1.13 0.381 0.75 B-4 441 2.26 0.21 2.05 B-5 456 2.67 0.22 2.45 C-1 0 0.73 0.00 0.73 C-2 0 1.00 0.00 1.00 C-3 0 1.00 0.00 1.00 C-4 316 1.56 0.16 1.40 C C-5 367 1.57 0.18 1.39 C-6 11120 1.02 0.48 0.54 C-7 11323 1.32 0.56 0.76 C-8 11323 1.66 0.56 1.10 D-1 11323 1.01 0.56 0.45 D D-2 11334 1.00 0.56 0.44 D-3 11334 1.00 0.56 0.44 D-4 11513 1.70 0.63 1.07 E-1 481 0.80 0.23 0.57 E-2 481 1.01 0.23 0.78 E E-3 729 1.06 0.33 0.73 E-4 780 1.03 0.35 0.68 E-5 807 0.63 0.36 0.27 F F-1 11567 1.73 0.65 1.08 F-2 11567 1.73 0.65 1.08 G G-1 0 2.58 0.00 2.58 H-1 0 1.63 0.00 1.63 H H-2 167 1.19 0.09 1.10 I-1 167 1.26 0.09 1.17 I I-2 307 1.57 0.15 1.42 I-3 307 1.54 0.15 1.39 J-1 11820 1.74 0.74 1.00 J J-2 1 821 1.73 0.74 0.99 K K-1 31388 2.38 1.30 1.08 K-2 31388 2.71 1.30 1.41 1 PWWF Calculated using dynamic model to account for force main attenuation. WestLand Resources, Inc. 5 Marana Re ular Council Meeting 08/01/2017 Page 312 of 343 Q:\Jobs\500's7527.100\ENG\Sewer Impact Fee\2017 Report_060117.docx 2017 Sewer Impact Fee Infrastructure Improvement Plan Town of Marana Water Department 6. PROJECTED CAPACITY REQUIREMENTS AND UTILIZATION OF EXISTING FACILITIES This section includes the projected capacity requirements based on the 10-year projected growth, and the utilization of existing infrastructure for the treatment and collection systems. As described in Section 3, the treatment system capacity must be greater than ADWF, and the collection system is designed for the PWWF. 6.1. TREATMENT CAPACITY REQUIREMENTS Table 8 shows the projected ADWF for the year 2027 for each sewer basin and benefit area. The Marana WRF treats flows from the Northwest and Southeast benefit areas,and is projected to receive an ADWF of 1.283 mgd of flow in 2027. This exceeds the capacity of the existing Marana WRF, but is within the capacity of the 1.5 mgd Marana WRF upgrade currently being constructed. Table 8. Projected Sewer Flows by Sewer Basin and Benefit Area Benefit Area Sewer Basin Existing(EDU) Projected Growth 2027 Projected (EDU) (EDU) ADWF (mgd) 6 352 442 794 0.877 7 0 293 293 0.149 Northwest 8 760 24 784 0.055 11 11835 978 21813 0.147 12 0 412 412 0.077 Southeast 18 381 11229 11610 0.301 19 60 90 150 0.028 Total 3,388 3,468 6,856 1.283 6.2. COLLECTION SYSTEM CAPACITY REQUIREMENTS Figure 4 shows the gravity collection system tributary to the Marana WRF. For analysis, the main lines have been divided into eleven main branches (A through K),with each branch divided into one or more segments. Table 9 below shows the projected PWWF, existing capacity, and excess capacity for each segment. The existing capacity is equal to the minimum pipe capacity within the segment, where the pipe capacity was calculated using Manning's equation for a full pipe,based on the pipe diameter and slope, and with a roughness coefficient, n, equal to 0.013 (Chow 1959). Where noted, flows from the force main are calculated separately using a dynamic model and based on the lift station pumping rate. The dynamic model predicts an attenuated flow at points along the segment, and is used until the attenuated flow is equal to the PWWF. Values in the Excess Capacity column shown in red font and surrounded by parentheses indicate a negative excess capacity or a projected deficiency. WestLand Resources, Inc. 6 Marana Re ular Council Meeting 08/01/2017 Page 313 of 343 Q:\Jobs\500's7527.100\ENG\Sewer Impact Fee\2017 Report_060117.docx 2017 Sewer Impact Fee Infrastructure Improvement Plan Town of Marana Water Department Table 9. Collection System Capacity for Projected Units Branch Segment EDU Existing Capacity PWWF Excess Capacity (mgd) (mgd) (mgd) A A-1 11077 1.52 0.47 1.05 B-1 60 1.13 1.041 0.09 B-2 150 1.08 1.051 0.03 B B-3 240 1.13 1.071 0.06 B-4 11850 2.26 0.75 1.51 B-5 21256 2.67 0.90 1.77 C-1 211 0.73 0.11 0.62 C-2 211 1.00 0.11 0.89 C-3 267 1.00 0.14 0.86 C-4 847 1.56 0.38 1.18 C C-5 11162 1.57 0.50 1.07 C-6 11915 1.02 0.78 0.24 C-7 21117 1.32 0.85 0.47 C-8 21117 1.66 0.85 0.81 D-1 21117 1.01 0.85 0.16 D D-2 21231 1.00 0.89 0.11 D-3 21231 1.00 0.89 0.11 D-4 21422 1.70 0.96 0.74 E-1 21281 0.80 0.91 (0.11) E-2 21446 1.01 0.97 0.04 E E-3 21714 1.06 1.06 (0.00) E-4 21781 1.03 1.09 (0.06) E-5 21864 0.63 1.12 (0.49) F F-1 31989 1.73 1.51 0.22 F-2 41013 1.73 1.52 0.21 G G-1 0 2.58 0.00 2.58 H-1 0 1.63 0.00 1.63 H H-2 167 1.19 0.09 1.10 I-1 167 1.26 0.09 1.17 I I-2 307 1.57 0.15 1.42 I-3 307 1.54 0.15 1.39 J-1 21729 1.74 1.07 0.67 J J-2 2 730 1.73 1.07 0.66 K K-1 61856 2.38 2.48 (0.10) K-2 61856 2.71 2.48 0.23 1 PWWF Calculated using dynamic model to account for force main attenuation. WestLand Resources, Inc. 7 Marana Re ular Council Meeting 08/01/2017 Page 314 of 343 Q:\Jobs\500's7527.100\ENG\Sewer Impact Fee\2017 Report_060117.docx 2017 Sewer Impact Fee Infrastructure Improvement Plan Town of Marana Water Department Deficiencies in the existing collection system are projected for Segments E-1, E-3, E-4, and E-5 of Branch E and for Segment K-1 of Branch K. 7. CAPITAL IMPROVEMENTS Capital projects for the treatment and collection systems are required to eliminate the projected deficiencies presented in Section 6. The following sections describe the capital projects required to eliminate these deficiencies. 7.1. TREATMENT: EXISTING CAPACITY AND UPGRADES The Biolac (secondary treatment), headworks, and biosolids handling facilities limit the existing Marana WRF to 0.5 mgd;however, the existing tertiary filters and ultraviolet disinfection system each have a capacity of 3.5 mgd. The existing Marana WRF also has a combination of land and agreements with neighboring land owners for the setbacks required for a 4.5 mgd or larger treatment facility. The Town is currently in the construction phase of improvements to the existing Marana WRF to increase the plant's capacity to 1.5 mgd. The improvements include replacing the existing headworks, replacing the existing Biolac secondary treatment system with a 1.5 mgd activated sludge treatment system,and upgrades to the biosolids handling system.The existing facility has excess tertiary filtration and disinfection capacity, and the land required for all of the improvements and setbacks. Table 10 shows the affected benefit areas, the existing components and proposed capital projects, and the number of affected EDUs. Table 10. Existing Capacity and Proposed Capital Facilities for Marana WRF Affected Level of Projected Benefit Areas Service Capital Facilities Affected EDUs Existing Marana WRF facilities with excess capacity including existing tertiary filtration system, existing ultraviolet disinfection system, land required for proposed upgrades,and land and agreements required for Northwest and Treat ADWF setbacks. Southeast see Section 3 31468 Proposed 1.5 mgd secondary treatment system, replacement headworks to increase capacity, new biosolids handling facilities to increase biosolids handling capacity. WestLand Resources, Inc. 8 Marana Re ular Council Meeting 08/01/2017 Page 315 of 343 Q:\Jobs\500's7527.100\ENG\Sewer Impact Fee\2017 Report_060117.docx 2017 Sewer Impact Fee Infrastructure Improvement Plan Town of Marana Water Department 7.2. COLLECTION SYSTEM IMPROVEMENTS Table 11 shows the capital projects required to meet the projected deficiencies in the collection system tributary to the Marana WRF. Figures 5 and 6 show the location of the proposed capital improvements to the collection system. Table 11. Proposed Capital Facilities for Collection System Affected Projected Level of Benefit Areas Capital Facilities Affected EDUs Service Clark Farms Flow Split (Figure 5). Modifications to the collection system along Clark Farms Blvd to split incoming flows between Clark Farms Blvd.and Sandario Southeast Road. Modifications include replacing exiting weir at 11731 Clark Farms Blvd. and Sandario with control structure, and connecting the Clark Farms sewer across Tangerine PWWF Farms Rd. (see Section 3) Marana/Sanders 21-inch Gravity Main (Figure 6). Northwest and Replace 90 feet of 18-inch gravity main with 21-inch 3,468 Southeast gravity main. Conveyance system master plan 8. COST OF CAPITAL IMPROVEMENTS The projected capital improvement costs have four components: 1) One-half of the Marana WRF debt service 2) One-half of the debt service for the 1.5 mgd upgrade to the Marana WRF 3) Improvements to the collection system 4) Conveyance system master plan 8.1. MARANA WRF DEBT SERVICE The Marana WRF and designated management area was acquired from Pima County to assist the Town in meeting its renewable water resource demands. Existing customers have already paid for capacity in the plant, and future customers will pay for unused existing capacity. Since the Marana WRF was acquired primarily for water resource recovery, future water customers will pay for one-half of the cost of the acquisition debt service, and future sewer customers will pay for one-half of the acquisition debt service. Table 10 below shows the plant acquisition debt service and the portion of the acquisition debt service devoted to new sewer customers over the next ten years. WestLand Resources, Inc. 9 Marana Re ular Council Meeting 08/01/2017 Page 316 of 343 Q:\Jobs\500's7527.100\ENG\Sewer Impact Fee\2017 Report_060117.docx 2017 Sewer Impact Fee Infrastructure Improvement Plan Town of Marana Water Department Table 12. Debt Service for Acquisition of the Marana WRF Plant Acquisition Portion of Plant Acquisition Year Debt Service Debt Service Devoted to New Sewer Customers 2018 $118091925 $9041963 2019 $118091925 $9041963 2020 $118101550 $9051275 2021 $118071150 $9031575 2022 $118121350 $9061175 2023 $118101750 $9051375 2024 $118061750 $9031375 2025 $118101250 $9051125 2026 $118101750 $9051375 2027 $118081250 $9041125 Total $18,096,650 $9,048,326 8.2. MARANA WRF 1.5 MGD UPGRADE Table 13 shows the debt service for the 1.5 mgd upgrade to the Marana WRF. New sewer customers will be responsible for one-half the debt service. Table 13. Debt Service for Marana WRF 1.5 mgd Upgrade Portion of Plant Year Plant Upgrade Debt Upgrade Debt Service Service Devoted to New Sewer Customers 2018 $8151091 $4071546 2019 $6801819 $3401409 2020 $6801819 $3401409 2021 $6801819 $3401409 2022 $6801819 $3401409 2023 $6801819 $3401409 2024 $6801819 $3401409 2025 $6801819 $3401409 2026 $6801819 $3401409 2027 $6801819 $3401409 Total $6,942,462.00 $3,471,227 8.3. IMPROVEMENTS TO COLLECTION SYSTEM Table 14 shows the costs for improvements to the collection system. Appendix A contains cost opinions for each of the improvements. WestLand Resources, Inc. 10 Marana Re ular Council Meeting 08/01/2017 Page 317 of 343 Q:\Jobs\500's7527.100\ENG\Sewer Impact Fee\2017 Report_060117.docx 2017 Sewer Impact Fee Infrastructure Improvement Plan Town of Marana Water Department Table 14. Costs for Improvements to the Collection System Marana/Sanders 21-inch Clark Farms Total Collection Year Gravity Main Flow Split System Improvements 2021 $4651750 $4651750 2025 $2481400 $2481400 Total $248,400 $465,750 $714,150 8.4. COLLECTION SYSTEM MASTER PLAN A collection system master plan will be completed in 2018 at an estimated cost of $70,000. Master planning is performed periodically to plan for future growth. 8.5. TOTAL CIP Table 15 shows the total CIP based on the existing unused Marana WRF capacity, the 1.5 mgd upgrade to the Marana WRF,the collection system improvements, and the conveyance system master plan. Table 15. Total CIP Costs Plant Portion of Collection Collection Period Acquisition Upgrade Debt System System Master Total Debt Service Service Improvements Plan 2018 $9041963 $4071546 $701000 $113821509 2019 $9041963 $3401409 $112451372 2020 $9051275 $3401409 $112451684 2021 $9031575 $3401409 $4651750 $117091734 2022 $9061175 $3401409 $112461584 2023 $9051375 $3401409 $112451784 2024 $9031375 $3401409 $112431784 2025 $9051125 $3401409 $2481400 $114931934 2026 $9051375 $3401409 $112451784 2027 $9041125 $3401409 $112441534 Total $9,048,326 $3,471,227 $714,150 $70,000 $13,303,703 9. REFERENCES Schladweiler, Scott. 2017. Email: Infrastructure Improvement Plans. Attachment: 5-10 year projections 12_13_16.xlsx. To: Erik Christenson, WestLand Resources, Inc. February 22, 2017. Chow,Ven Te. 1959. 0pen-channel Hydraulics. McGraw-Hill Book Company,New York. WestLand Resources, Inc. Marana Re ular Council Meeting 08/01/2017 Page 318 of 343 Q:\Jobs\500's7527.100\ENG\Sewer Impact Fee\2017 Report_060117.docx FIGURES Marana Regular Council Meeting 08/01/2017 Page 319 of 343 M:\Jobs\500's\527.100\ENG\MXD\Figures\Figure 1 Sewer Basins&DMA.mxd MISSILE BASE RD Legend Marana Town Limits _ _ _4___ Pima/Pinal County Line PINALAIRPARKRD Marana DMA Pinal County M afi �� --------- Sewer Basin Boundaries Pima County I _ � Sewer Basin Number I W I 3 0 -ai !�-_�. Y ._�w J 2 �- Wastewater Facilities HARnIN Rn ❑ 1 Po 4 IN Rn a� a � Marana WRF j w KIRBY HU HES RD 7 Ps Rillito Vista WRF SAGE 3RUSH RD " � w 6 z M°LN w Ps Saguaro Bloom Lift Station r ❑MARANA RD < e! Marana Water Reclamation Facility z p Existing Sewers �5 GRIERR+^ � O � . eF TRICO MARANA RD ¢ 10 ❑ ❑ Q Z ❑ 1 � Q Z B � I H a 0 13 Rillito Vista Lift Station RINE RD -- GNG WY 16 20 14 P � w w w AV ALLEY RD i g �Qp`-'.•"1 C Q Tp2 � m ? OASIS ftD J Sa uaro Bloom Lift Station - 17 - 21W LIN VIS L 1 �P� L. TWIN EAKS RD ' C7 ' WASSONAV ❑ 1 ` a z N 22 - MARANA AZ -- �'_''�` �` z7°off ��,; WATER 0 0.5 1 z 2017 SEWER IMPACT FEE Miles TTF0-'\,Y1NA RD INFRASTRUCTURE IMPROVEMENT PLAN t, L �.. 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Legend Ma ----------- Existing Sewers . . PINALAIRPARK RD / Marana Town Limits Pinal County Pima/Pinal County Line ------------------------------------ Pima county ~ Development Areas Barrios de Marana LU Ne e° 0 Cypress Gardens The Villages of Tortolita J Fianchetto Farms LU Iro HARD!N RD Gladden Farms O HARDIN RD O D Gladden Farms 11 Q Sanders Grove LL' KIRBY HU HES RD Marana mercantile Marana Main St. U _ Marana Mercantile SAGEBRUSH SH RD San Lucas E c °°�F -Rancho Marana Town Center LU MARANA RID_-, Saguaro Bloom Barrios de Marana a San Lucas Uptown at Marana - GRIER R ° Rancho Marana Town Center -Sanders Grove eF TRICO MA RA NA RD Mararla Main St. o po z .o Tangerine Commerce Park z R.nJ .._... w Cypress Gardens < Vanderbilt Farms The Villages of Tortolita o Uptown at Marana Fianchetto Farms'F Gladden Farms II 0 Vanderbilt Farms Whitney Farms Whitney Farms a Tangerine Commerce Park Gladden Farms TANGE D TANGE tFRe z __ Seo w F<< Ro WONG WY ` AV RA VALLEY RLQ O P Z lSaguaro Bloom MARANA AZ O G � 9� Q Q To�� �` � WATER o o t 1 2 o TWIN EAKS RD LIN 2017 SEWER IMPACT FEE Miles- eO - INFRASTRUCTURE IMPROVEMENT PLAN WASSON 0 Figure 3 Development Areas WestLand Resources U ,� Source:Esri,i-cubed,USDA,USGS,AEX,GeoEye,Getrn pping,"Aerog.Id,I�N,"�IGP,and thebGlS User Community Marana egu ar Council meeting UbIO112017 Page 322 of 343 M:\Jobs\500's\527.100\ENG\MXD\Figures\Figure 4 Collection System Analysis.mxd .., cocHl •••�• �•�•• •• �•.�... Legend •� •; .• Marana Town Limits U) A-1• U-1 Branch A !• �•' -----Pima/Pinal County Line a . To Marana WRF <K-2 F 2 F 1,. Manholes RD f ... •%ranch • K-1• • • • • • • • • Collection Points K Branch F ''•• E-5 Sewer Lines E-4 'ti•• Sewer Main Lines r Branch A GRIER RD J-2 E-3 :• •• Branch B o Branch C Branch J o Branch E Branch D it o •` '•y Branch E z a U) Branch F BARNETT RD Branch I Er2 z Branch G Branch G o 0 J -1 —_'I.1 G-1 E-1 B-5 B-4 Q Branch H 1=3.I4•• � a Branch I •s7 > 'H`2••'_.- U Branch J •D-4 y -J. • Branch H ••• o .D-3'D''-2' 1`D.1H�1'• a Branch K Branch D C-8'•r �:.. ... w• . ., ti :. •• Branch B C-5 ''�• '� .. t Branch C •��� •'. ' C-4r�'�'s • C-3• o C-1 • TANGERINE FAfb4E;RD cn C-2 w B-3 z U) B-2 •. �B-1 N MARANA AZ WATER O 1,000 2,000 k_VV0NG,& Cn 2017 SEWER IMPACT FEE Feet v INFRASTRUCTURE IMPROVEMENT PLAN LO C v O o Figure 4 O WestLand Resources 3 Sewer Collection System Analysis Source:Esri,i-cubed,USDA,USGS,AEX,GeoEye,Getmapping,Aerogrid,IGN,IGP,and the GIS User Community Marana Regular Council meeting age 323 of 343 M:\Jobs\500's\527.100\ENG\MXD\Figures\Figure 5 Clark Farms Flow Split.mxd RUS RD Legend COCHIE[ QN T�`;''' 4" Marana Town Limits -----Pima/Pinal County Line Clark Farms Flow Split A-1 ., Clark Farms Flow Splill Manholes Install 12"gravity main • Collection Points _2 F-1'' 1 Sewer Lines Main Replace existing manhole Sewer Man Lines r with manhole and control Branch A Remove existing 12"gravity main • structure ® �� ---- Branch B Replace manhole and E-5 N rms B��d install control structure E-4 • • Branch C � CtarkFa • ''�: Clark Farms Blvd -A Branch D z LLJReplace existing manhole ' Branch E CD E-3 •, o Branch F Source:Esri,i-cubed,USDA,USGS,AEX, Branch G 5 c Source:Esri,i-cubed,USDA,USGS,AEX, GeoEye,Getmapping,Aerogrid,IGN,IGP,and »• GeoEye,Getmapping,Aerogrid,IGN,IGP,and Branch H the�GIS ser Community • Q the GIS User Com-Mmunity � Branch I 0 y•S \ Branch J z Q '� Branch K C/) BAKE._ RD E_ o ;. z O �1 G -1 B- -�+ o' -2 1 '•• J o- ,•1 :.. . i e co O D-4 "D-3'D-2' 1 p.1 H=1'• ... ... a- .. ,I• • • • • • •—� •• .. • s�a Y • • ,••••.. C`7• •:' AN r •l' •'�' I MARANA AZ C-5 •' WATER 0 1,000 2,000 4,000 '• '. j'• 2017 SEWER IMPACT FEE Feet C-4� �S INFRASTRUCTURE IMPROVEMENT PLAN C-3'• � ® C-1INE FA Figure 5 WestLand Resources C-2 Capital Improvements: 1K Clark Farms Blvd.Flow Split W Source:Esri,i-cubed,USDA,USGS,AEX,GeoEye,Getmapping,Aerogrid,IGN,IGP,and the GIS User Community grana Regular Council Meeting age 324 of 343 M:\Jobs\500's\527.100\ENG\MXD\Figures\Figure 6 Marana-Sanders 21-inch.mxd RUS RD Legend _ COCHIE[ C� •N T�`;''• ��•�". Marana Town Limits '• '•` ��.+ -----Pima/Pinal County Line C/) A-1 ••• y Manholes W �i• ® • Collection Points To Marana WRF Q '. MARANA RD K-2 F-1' •• Sewer Lines . r-? f Sewer Main Lines K- Branch A l 0 •• Branch B ry E-5 N E-4'• �•� Branch C z Branch D W • • Branch E GRIER RD i,J-2 Branch F Marana/Sanders 21"gravity main Branch G Branch H Replace existing manhole Branch I Marana Rd Remove existing 18"gravity main Branch J and install 21"gravity main Branch K BARNETT RD Replace existing manhole J-1 a 1=3 1=2, 1 ,i C H'�2 , .. • Source:Esri,i-cubed, SDA,USGS,AEX, •D-4 _ GeoEye,Getmapping,Ae ogrid,IGN,IGP,and •D-3'D-2� 1 D-1•H the GIS User Community N C-01 MARANA AZ C-5 '' • WATER 0 1,000 2,000 4,000 ��� '• '. j'• 2017 SEWER IMPACT FEE Feet C-4•' ��S • ' INFRASTRUCTURE IMPROVEMENT PLAN C-3• ® JC_1 Figure 6 WestLand Resources C/) C-2 Capital Improvements: 1K Marana/Sanders 21-inch Gravity Main W Source:Esri,i-cubed,USDA,USGS,AEX,GeoEye,Getmapping,Aerogrid,IGN,IGP,and the GIS User Community Marana Regular Council Meeting age 325 of 343 APPENDIX A Opinions of Probable Construction Cost Marana Regular Council Meeting 08/01/2017 Page 326 of 343 WestLand Resources, Inc. Engineering and Environmental Consultants Project Name: Marana 2017 Impact Fee Study Prepared by: MDO Date: 5/12/2017 Project No.: 527.100 Checked by: RJA Date: 5/12/2017 Location: Marana,Arizona Client: Town of Marana Description: Clark Farms Blvd.Flow Split Item No. Item Description I Unit I Quantityl Unit Price I Amount I Remarks Remove existing 5'diameter manhole 1 and replace with 5'diameter manhole LS 1 $62,000 $62,000 Manhole at Sandario and Clark Farms Blvd. with control structure Replace upstream manhole with 5' Manhole at Clark Farms Blvd.on east side 2 diameter manhole with control LS 1 $59,000 $59,000 of Tangerine Farms Rd. structure. Replace downstream manhole with 5' Manhole at Clark Farms Blvd.on east side 3 LS 1 $57000 $57 diameter manhole. , ,000 of Tangerine Farms Rd. Install new 12"diameter pipe. 4 (Approximately 40 feet) LS 1 $8,000 $8,000 5 Flow Bypass EA 2 $53,000 $106,000 6 Paving Patches LS 1 $53,000 $53,000 Subtotal $345,000 Contingencies(20%) $69,000 Design&Construction Management(15%) $511750 TOTAL PROJECT COSTS $465,750 1of1 Marana Regular Council Meeting 08/01/2017 Page 327 of 343 WestLand Resources, Inc. Engineering and Environmental Consultants Project Name: Marana 2017 Impact Fee Study Prepared by: MDO Date: 5/12/2017 Project No.: 527.100 Checked by: RJA Date: 5/12/2017 Location: Marana,Arizona Client: Town of Marana Description: Marana/Sanders 21-inch Gravity Main Item No. Item Description I Unit I Quantityl Unit Price I Amount I Remarks Remove 5'diameter manhole and 1 replace with 6'diameter manhole EA 2 $37,000 $74,000 Remove 18"diameter pipe and replace 2 LS 1 $22,000 $22,000 with 21"diameter pipe(901) Prepare and patch road crossings for 3 LS 1 $18,000 $18,000 Installation,removal,and AC patch bypass piping. 4 Flow bypass LS 1 $70,000 $70,000 Subtotal $184,000 Contingencies(20%) $36,800 Design&Construction Management(15%) $27,600 TOTAL PROJECT COSTS $248,400 1of1 Marana Regular Council Meeting 08/01/2017 Page 328 of 343 'Ad � MARANA AZ ESTABLISHED 1977 Council-Regular Meeting A2 Meeting Date: 08/01/2017 To: Mayor and Council From: Curry C. Hale, Human Resources Director Date: August 1, 2017 Strategic Plan Focus Area: Progress & Innovation Strategic Plan Focus Area Additional Info: PRINCIPAL STATEMENT 1 / We will explore bold ideas and best practices as a catalyst for forward-thinking and visionary community leadership. Subject: Resolution No. 2017-076: Relating to Personnel; approving and adopting amendments to the Town's Personnel Policies and Procedures, revising Chapter 5 - Work Rules and Employee Discipline; and Chapter 8 - Termination of Employment (Curry C. Hale) Discussion: This item proposes revisions to the Town's Personnel Policies and Procedures. The proposed revisions to Chapter 5 (Work Rules and Employee Discipline) and Chapter 8 (Termination of Employment) would allow the Town to use hearing officers instead of a Personnel Action Review Board (PARB) to conduct formal personnel action review hearings and to make recommendations to the Town Manager. The revisions include the following: •Policy 5-6 (Formal Personnel Action Review Procedures) is revised to eliminate references to the PARB as the body that hears formal personnel appeals and makes recommendations to the Town Manager for disciplinary actions such as termination, demotion, and suspension without pay of more than 40 hours in a 12-month period. Instead a hearing officer would perform these same functions. •Policy 5-7 (Personnel Action Review Board (PARB)) is deleted in its entirety. • Section 8-1-6 (Layoff and Recall) is revised to eliminate review of layoffs by the PARB and instead to provide that a hearing officer would perform the same review functions. If approved, these revisions will change the process for employee personnel appeals; however, employees will retain the same rights to appeal as they have under the current policies. Marana Regular Council Meeting 08/01/2017 Page 329 of 343 Staff Recommendation: Staff recommends approval of the amendments to Chapters 5 and 8 of the Town's Personnel Policies and Procedures. Suggested Motion: I move to adopt Resolution No. 2017-076, approving revisions to Chapter 5 - Work Rules and Employee Discipline and Chapter 8 - Termination of Employment of the Town's Personnel Policies and Procedures. Attachments Resolution No. 2017-076 Exhibit A Revisions to Chapter 5 Exhibit B Revisions to Chapter 8 Marana Regular Council Meeting 08/01/2017 Page 330 of 343 MARANA RESOLUTION NO. 2017-076 RELATING TO PERSONNEL; APPROVING AND ADOPTING AMENDMENTS TO THE TOWN'S PERSONNEL POLICIES AND PROCEDURES, REVISING CHAPTER 5 - WORK RULES AND EMPLOYEE DISCIPLINE; AND CHAPTER 8 — TERMINATION OF EM- PLOYMENT WHEREAS Chapter 3-3 of the Marana. Town Code provides that the Town Council may adopt personnel policies, rules, and regulations that follow the generally accepted principles of good personnel administration and which may be modified or changed from time to time; and WHEREAS the Town Council adopted Personnel Policies and Procedures via Town of Marana. Ordinance 99.12 and Resolution 99-38 on May 18, 1999, which have been amended from time to time; and WHEREAS the Council finds that adoption of the amendments to the Town's Personnel Policies and Procedures as set forth in this resolution is in the best interests of the Town and its employees. NOW, THEREFORE, BE IT RES O LVED BY THE MAYOR AND COUNCIL OF THE TOWN OF MARANA, ARIZONA, as follows: SECTION 1. Chapter 5 of the Town's Personnel Policies and Procedures, entitled "Work Rules and Employee Discipline" is hereby amended as set forth in Exhibit A attached to and incorporated by this reference in this resolution, with deletions shown with stSHIwaiclu+s and additions shown with double underlining. SECTION 2. Chapter 8 of the Town's Personnel Policies and Procedures, entitled "Termination of Employment" is hereby amended as set forth in Exhibit B attached to and incor- porated by this reference in this resolution, with deletions shown with and additions shown with double underlining. SECTION 3. All ordinances, resolutions, or motions and parts of ordinances, resolu- tions, esolutions, or motions of the Council in conflict with the provisions of this resolution are hereby re- pealed, effective as of the effective date of this resolution. SECTION 4. The Town's manager and staff are hereby directed and authorized to un- dertake all other and further tasks required or beneficial to carry out the terms, obligations, and objectives of the aforementioned amendments. - 1 - Marana Resolution No.2017-076 Marana Regular Council Meeting 08/01/2017 Page 331 of 343 PASSED AND ADOPTED by the Mayor and Council of the Town of Marana, Arizona., this 1 st day o f August, 2 017. Mayor Ed Honea ATTEST: APPROVED AS TO FORM: Jocelyn C. Bronson, Town Clerk Frank Cassidy, Town Attorney - 2 - Marana Resolution No.2017-076 Marana Regular Council Meeting 08/01/2017 Page 332 of 343 zx CHAPTER 5 WORK RULES AND EMPLOYEE DISCIPLINE MARANA [No revisions to Policies 5-1 through 5-5] POLICY 5-6 FORMAL PERSONNEL ACTION REVIEW PROCEDURES [No revisions to Sections 5-6-1 through 5-6-5] Section 5-6-6 Formal Appeal '®rins.JR1%PFiV41%PFiV4Vx RJLff%e.F%;1&F%J1& IPPLAM. A. The Town shall employ one or more hearing officers to conduct formal personnel action review hearings and to make recommendations to the Town Manager regarding the disciplinary action under review, all pursuant to the provisions of this policy. The Finance Department shall be responsible for procuring and contracting with hearing officers in accordance with the Town's procurement policies and procedures. AB. To request a formal appeal hearin g„ T��., n„�.sE „l A Alan Rev faux uaa v,A 4 RM the employee must file a written appeal with the Human Resources Director within ten business days after the employee's receipt of a written disciplinary decision that is subject to formal appeal. 9C. The appeal shall be on a form provided by the Human Resources Department. C-D. Upon receipt of the employee's written appeal of a disciplinary decision that is subject to formal appeal, the Human Resources Director shall provide a copy of the appeal to the Town Manager, the Legal Department, the employee's Department Head and the hearing officer� ltr P n n n R C -PE. If the Human Resources Director determines that the employment action is not subject to formal appeal under this policy, the Director shall so inform the employee in writing within five business days of receiving the employee's request for appeal. Section 5-6-7 Scheduling of Hearing A. Within 20 business days of the Human Resources Director's receipt of the employee's written appeal, rr e- n A�R, E+ the Human Resources Director i�� i��i h h% P X-L y% L of shall set a date for a hearing. r ----- B. The hearing should take place within 60 business days of the Human Resources Director's receipt of the employee's written appeal, r�rr� & A nR,of unless the��hearing officer is unable t0 hear the appeal within that time, or for other good cause. C. In no event shall the hearing take place later than one year from the date the Human Resources Director receives the employee's written appeal. D. Hearings shall be conducted at a mutually agreed upon time and place that affords a fair and reasonable opportunity for all persons entitled to be present to attend. 0 00 517 83.DOCX/3 EXHIBIT A TO MARANA RESOLUTION No.2017-076 1 Marana Regular Council Meeting 08/01/2017 Page 333 of 343 zX CHAPTER 5 WORK RULES AND EMPLOYEE DISCIPLINE MARANA Section 5-6-8 Notice of Hearing A. The4LPL of tV r e n n nRj Pr t Human Resources Director Rt tV­r^ rr^vr Le P nXA_Y Y'--'-s-- shall give written notice to the appealing employee and to the Town o,, ., of the date, time and location of the hearing. B. 13i Te cP%eS7S1v1�H %%r A 2_C_ G 2Q JJL JJL_n3)4 n 141 VL I k The notice of hearing shall be provided to the parties at least 15 business days before the scheduled hearing. Section 5-6-9 Pre-Hearing Exchange of Information A. Within ten business days before the hearing,the Town and the appealing employee shall disclose to each other a list of the witnesses each anticipates calling at the hearing and any documents each anticipates presenting to the hearing officers that have not previously been disclosed. B. Within ten business days before the hearing,the Town and the appealing employee shall also disclose to each other the names, work addresses, and work telephone numbers of any individuals who will be acting as representatives for either party. C. Either party may request to interview the other party's witnesses prior to the hearing. Witnesses listed by either party may decide whether they wish to be interviewed prior to the hearing at their own discretion. Neither the Town nor the appealing employee shall interfere with any decision of a witness regarding whether to be interviewed prior to the hearing. D. The parties shall also comply with the provisions of A.R.S. title 38, chapter 8, article 1 where applicable. [No revisions to Section 5-6-10] Section 5-641 Subpoenas Pursuant to A.R.S. § 12-2212, the hearing officer C� ;n�rr_ITrr_��r.JL %-,� t.„ n n T?R may issue subpoenas to compel the attendance of witnesses and/or the production of documentary evidence. If any person fails to appear and/or produce a document in response to a duly issued subpoena, C�Y'1"F;;me _Lev P� tr nA„ A. T?1Z the hearing officer may, by affidavit setting forth the facts, apply to the Superior Court for relief. 0 00 517 83.DOCX/3 EXHIBIT A TO MARANA RESOLUTION No.2017-076 2 Marana Regular Council Meeting 08/01/2017 Page 334 of 343 zX CHAPTER 5 WORK RULES AND EMPLOYEE DISCIPLINE MARANA Section 5-642 Hearings before the Hearing Officer A. General Rules 1. The appealing employee shall appear personally before the hearing officers at the time and place of the hearing, unless the employee is physically unable to do so. 2. The hearing shall be of sufficient duration to allow adequate time for the matter to be presented. 3. The appealing employee may be represented by any person or attorney (other than the hearing officer;AL 1.2.L4..nR or a Town employee)who is willing to represent the employee and who is not a witness or otherwise involved in the matter. 4. The Town may also be represented by an attorney or other representative acting on the Town's behalf. 5. The parties are individually responsible for their own attorney's fees, except that a law enforcement officer, as defined in A.R.S. § 38-1001(4), may request reasonable costs and attorney's fees under the provisions of A.R.S. § 38-1004(C), 7-6. Each party may call witnesses who were disclosed to the other party pursuant to this policy and who are believed to be relevant. Each party is responsible for securing the attendance of his or her own witnesses. The Town will make Town employees available for the hearing, if the identity of the Town employee/witness is timely disclosed pursuant to this policy. .97. In the absence of good cause, no witnesses or documents shall be considered by the hearing officers that were not disclosed during the pre-hearing exchange of information unless the party offering the evidence can show that the evidence was newly discovered and could not have been timely discovered and disclosed in the exercise of reasonable diligence, that the evidence was promptly disclosed when discovered, and that the evidence is crucial. -98. The hearing officer B may, at its his or her discretion, exclude certain witnesses or documents even if timely disclosed if it the hearing officer finds such evidence to be irrelevant, cumulative, redundant, or overly inflammatory. 4-09. The hearing shall be limited to the specific cause(s) of the disciplinary action giving rise to the appeal. 4410. The Town bears the burden of demonstrating just cause for the disciplinary action by a preponderance of the evidence. 0 00 517 83.DOCX/3 EXHIBIT A TO MARANA RESOLUTION No.2017-076 3 Marana Regular Council Meeting 08/01/2017 Page 335 of 343 z < CHAPTER 5 WORK RULES AND EMPLOYEE DISCIPLINE MARANA 47211. The hearing shall be recorded by audio or video recorder, or by other mechanical or electronic means and/or by a court reporter. 4412. The cost of a copy or copies of any transcription of the hearing, including preparation of the transcript,shall be paid by the party or parties ordering the copy or copies. 4413. The appealing employee may submit a written request to the Human Resources Director to withdraw the appeal at any time prior to the decision by the hearin officer B. General Conduct of the Hearing 1. Thehearing officer shall call the hearing to order, introduce all parties, r -L L summarize the issues and relief requested, outline the hearing sequence, and swear in all witnesses. 2. The hearing shall be Open to the public. t- lie- 4 ��r�� �� r�� Y1 /l1//ll�11+�T7/l ,�,�, r+to ^ 12 c G 2Q J 2J 0214^�41 r _. 3. , JL JL -Q4 4k.L JL I k JL I %_1 JL 16.JL L %_1 Y6%-.JL L%,X%�L V.LJLLb JLL..'%1La++t tE) . . • , �:A3w tii�p iAv +r p x1444: c��c� licg+^iJ irm 4 �_c F' 2Q J 21 024 4 1 �,&-I %.,L-L L%,I./ %_1-& �A* -- r ---r ---- - �%_�� ----- • - �--1 i The hearing is informal and the technical rules of evidence shall not apply. The hearing officerer shall preside over the hearing in such a manner as will best ensure the receipt of reliable evidence and fairness for the parties within the general guidelines of these procedures. The hearing officer ��a4r shall maintain appropriate decorum throughout the conduct of the hearing. The decisions of the hearing officer. On the conduct Of the hearing shall be final, 4 � �1 � 1 ,�,,,,,+;� j,„n^nR The hearing officer may, and at r�rr�r , r the request of either party shall, exclude prospective witnesses from the hearing during opening statements and the testimony of other witnesses. If witnesses are excluded from the hearing under this paragraph, the hearing officer Ch1ai;FpeF er shall also direct the witnesses not to communicate with each other until the closing arguments of both parties have concluded. 00051783.DOCX/3 EXHIBIT A TO MARANA RESOLUTION No.2017-076 4 Marana Regular Council Meeting 08/01/2017 Page 336 of 343 Xs6k CHAPTER 5 WORK RULES AND EMPLOYEE DISCIPLINE MAPANA ��7/l� 7yl ,LY LL�1.V1 i T T!1 C!1 CC !1 • C. Default Decision If, after receiving proper notice, the appealing employee or responsible Department Head or designee fails to attend or participate in the hearing within fifteen minutes of the time set for the hearing, the hearing officer B may enter a default against the party failing to appear. The hearing--officerB may reconsider a default decision upon a party's submission to the hearing officer s of proof of exigent circumstances within ten calendar days of the default decision. D. Statements and Questioning of Witnesses 1. The Town or its representative may make an opening statement. 2. The appealing employee or the employee's representative may then make an opening statement. The employee or representative may reserve his or her opening statement until the close of the Town's evidence. 3. The Town shall present its case first,calling witnesses and presenting its evidence to establish the reasons for the employment action that is the subject of the appeal. 4. The appealing employee or the employee's representative may ask questions of the Town's witnesses after the Town has completed the questioning of each witness. 5. The Town may then ask further questions of #fie its witness, limited to those areas raised in the appealing employee or representative's questioning of the witness. 6. After the Town's witness testifies and the appealing employee or representative and the hearing officer p^T?Rr�rr�"riv�r� have had an opportunity to ask questions, the witness will be dismissed. 7. When all witnesses of the Town have been heard, the appealing employee/representative will present his/her witnesses and evidence if an in the same format. The Town may ask questions of the employee's witnesses after the appealing employee/representative has completed questioning the witness. The appealing employee/representative may then ask further questions of the witness, limited to those areas raised in the Town's questioning of the witness. 8. Rebuttal witnesses may be permitted to testify as the hearing officer determines appropriate. 9. 12.L412XRJL� r�rr].r�v,e-4Fa The hearing officer may ask questions of a witness at any time. 0 00 517 83.DOCX/3 EXHIBIT A TO MARANA RESOLUTION No.2017-076 5 Marana Regular Council Meeting 08/01/2017 Page 337 of 343 z < CHAPTER 5 WORK RULES AND EMPLOYEE DISCIPLINE MARANA 10. After all witnesses have been questioned, the Town may make a closing argument. The appealing employee or representative may then make a closing argument. Because the Town has the burden of supporting its decision, the Town may make a second closing argument in rebuttal to the employee's closing argument. 11. Because the Town has the burden of supporting its decision,the appealing employee and/or representative will not be permitted to make a second closing argument. Spai4n" r% Ca 12 Q441: LP12ARR . , to ex eiiti:ve sess-ion 4214 . . . , L. . Section 5-6-143 Findings of the Hearing Officer A. , At the conclusion of the hearing, the hearing officer may take the matter under advisement ending completion of the hearing officer's formal findings. B. The findings of the hearing off icer shall be in the form of an advisory opinion to the Town Manager. The hearing officers may recommend that the disciplinary action be upheld, overturned or modified. C. Within ten business days of the conclusion of the hearing,the hearing officers shall provide a written advisory opinion to the Town Manager. The opinion shall include the recommendation of the hearing officers regarding the disciplinary action and the 0 00 517 83.DOCX/3 EXHIBIT A TO MARANA RESOLUTION No.2017-076 6 Marana Regular Council Meeting 08/01/2017 Page 338 of 343 z < CHAPTER 5 WORK RULES AND EMPLOYEE DISCIPLINE MARANA reasons for the recommendation. The advisory opinion shall also be distributed to the appealing employee, the Human Resources Director and the employee's Department Head. Section 5-6-1-54 Decision of the Town Manager A. Within ten business days of receipt of the written advisory opinion of the hearing officer 12 4 12 B, the Town Manager shall render a written decision regarding the disciplinary action being appealed. The Town Manager may accept, modify or reverse the recommendation of the hearing officerB. The Town Manager's written decision shall be distributed to the appealing employee, the employee's Department Head and the Human Resources Director. B. In reaching a decision, the Town Manager shall review the evidence and testimony presented to the hearing officer, 1.4.4.42.1;and his or her decision shall be based upon the official record of the proceedings before the hearing officerB. The Town Manager may seek legal advice during deliberation from an attorney or attorneys representing the Town;however,the Town Manager may not consult with any attorney who participated as an advocate for the Town during the proceedings before the hearing officer B of C. If the Town Manager modifies or reverses the recommendation of the hearing officer 12 4 12 B, the Town Manager shall state in writing his or her reasons for modification or reversal. D. All decisions of the Town Manager are final and not appealable within any Town process. Section 5-6-165 Back Pay,Reasonable Costs and Attorney's Fees A. If the Town Manager modifies or reverses the disciplinary action, the appealing employee shall receive back payment for wages and benefits lost, if any, as a result of the disciplinary action, subject to reduction for any wages actually earned by the employee during the time period in question, including any unemployment compensation that is not subject to repayment by the employee. B. If the Town Manager modifies or reverses the disciplinary action, a law enforcement officer to whom the provisions of A.R.S. § 38-1004(C) apply, may also make written request to the hearing officer B for reasonable costs and attorney's fees pursuant to the provisions of that statute. If necessary,the hearing officer B may set a hearing to make findings as to the amount of the costs and attorney's fees, if any, to award to the appealing employee. 0 00 517 83.DOCX/3 EXHIBIT A TO MARANA RESOLUTION No.2017-076 7 Marana Regular Council Meeting 08/01/2017 Page 339 of 343 Xs6k CHAPTER 5 WORK RULES AND EMPLOYEE DISCIPLINE MAPANA C. Any hearing regarding costs and attorney's fees shall take place within 20 business days of the Town Manager's written decision and shall be conducted in compliance with the rules set forth in this policy. D. Within five business days of any hearing regarding costs and attorney's fees,the hearing officer B shall render a written advisory opinion to the Town Manager. The opinion shall include the recommendation of the hearing officer s regarding costs and attorney's fees and the reasons for the recommendation. The advisory opinion shall also be distributed to the appealing employee, the Human Resources Director and the employee's Department Head. E. Within five business days of receipt of the written advisory opinion of the hearin officer ' B, the Town Manager shall render a written decision regarding costs and attorney's fees. The Town Manager may accept or reject the recommendation of the hearing officer. The Town Manager's written decision shall be distributed to the appealing employee, the employee's Department Head and the Human Resources Director. F. The decision of the Town Manager is final and not appealable within any Town process. G. Any award of costs and attorney's fees to a law enforcement officer shall be in compliance with the provisions of A.R.S. § 38-1004(C). Section 5-6-1-76 Miscellaneous Rules of Appeals A. After an issue has been initially presented for review, neither party may, without good cause, add new allegations at a subsequent step. B. Time limits provided in these procedures may be extended to a date certain by mutual written agreement of the Town and the appealing employee. C. In the absence of good cause, the employee's failure to timely pursue any step in the appeal process shall result in the termination of the appeal process and the dismissal of any appeal, and the employment action shall stand. D. No discipline, retaliation, or threats of retaliation shall be taken against any employee, representative,witness or other participant,whether testifying or not,in these personnel action review procedures because of such participation. Such discipline, retaliation or threats of retaliation constitute grounds for disciplinary action, up to and including termination. E. All information obtained during the processing of a request for personnel action review will be maintained confidentially to the extent permitted by law. Information may be released pursuant to a public records request under the Arizona public records law, A.R.S. § 39-121 et seq. 0 00 517 83.DOCX/3 EXHIBIT A TO MARANA RESOLUTION No.2017-076 8 Marana Regular Council Meeting 08/01/2017 Page 340 of 343 z < CHAPTER 5 WORK RULES AND EMPLOYEE DISCIPLINE MARANA F. An employee seeking personnel action review under these procedures may be granted up to one hour of work time per day to spend preparing for his or her hearing',�or��P 12 4 12 B. G. For pay and benefits purposes, time spent by employees in discussions with management or in testifying at a personnel hearin ', ��r^ n^JL.L..nR is considered time worked. H. Disciplinary actions subject to formal personnel action review may be resolved or settled at any step in the process. The request for formal personnel action review shall be processed until the employee is satisfied, the employee does not file a timely appeal, as defined in this policy, or a decision has been made in the final step. I. Upon reversal of the decision at any step in the formal personnel action review process, the successful employee may recover any wage and/or benefits losses incurred from the effective date of the disciplinary action pursuant to the provisions of this policy. POLICY 5-7 PERSONNEL ACTION REVIEW BOARD (PARB) Policy 5-7 is deleted in its entirety and reserved [No revisions to Policy 5-8] 0 00 517 83.DOCX/3 EXHIBIT A TO MARANA RESOLUTION No.2017-076 9 Marana Regular Council Meeting 08/01/2017 Page 341 of 343 Z < CHAPTER 8 Im �2� ' TERMINATION OF EMPLOYMENT MARANA POLICY 84 EMPLOYMENT END Employment with the Town of Marana may be ended voluntarily or involuntarily. [No revisions to Sections 8-1-1 through 8-1-5] Section 84-6 Layoff and Recall [No revisions to paragraphs A through G] H. 12X%e-:4Hearing Officer Review 1. Employees who are laid off pursuant to the provisions of this section may request to have the layoff decision reviewed by a hearing officer employed by the Town to conduct formal personnel-related hearings thea TOMAxi.m. n„1:SE) .r„J ^%-r-+� 1211 11rA7 2. To request ' B hearing officer review, eligible employees must submit a written request for review,on a form provided by the Human Resources Department, to the Human Resources Director within ten calendar days after the effective date of the layoff. 3. , I � r��cDivpc—tAy Q1 All 44L 4 tY-JLj p rP,444Pc�+ JTr�jP:;A4 to t1 P n A 12 RR Upon receipt of the employee's request for review, rr e- I ^ R, er the Human Resources Director i� 44 C- tl r^ JL L n^nR , shall set a date for a review hearing. The hearing should take place within 30 calendar days of the Human Resources Director's receipt of the request for review, unless #fie Vial Arrc�r A.JLr-iLA%-.IrJL- there is good cause to extend the time for the hearing. 4. The review by the hearing Officers shall be only to ascertain whether the Town has complied with the provisions of these Personnel Policies and Procedures relating to layoffs. The hearing officer B has no authority to and shall not review whether the shortage of work or funds or the material change in duties or organization justified the layoff or whether alternative means may have been available to the Town.In all other respects, the hearing shall proceed in the manner set forth in Policy 5-6 of these Personnel Policies and Procedures or as otherwise determined by the hearinL officerB. 45. Upon conclusion of the review hearing, the hearing officers shall render a written decision which shall contain findings as to whether the provisions of these Personnel Policies and Procedures relating to layoffs have been complied with. The 0 00 517 85.DOCX/2 EXHIBIT B TO MARANA RESOLUTION NO.2017-076 1 Marana Regular Council Meeting 08/01/2017 Page 342 of 343 z < CHAPTER 8 Im �2� ' TERMINATION OF EMPLOYMENT MARANA decision of the hearing officer shall be final and is not appealable within any Town process. 7-6. Failure by the employee to file a written request for review within ten calendar days after the effective date of the layoff, unless explained to the satisfaction of the hearing officer , shall operate as a bar to further recourse by the employee. [No revisions to paragraphs I and J] %--- ----JL --JL------- V V---- ---- %--JL — ----=- F�efesrss;i��� T2r�f;r������e-}��e�s�o�s-o��k,:�nrn�n.,JL ,�,.JL,,.,I I .�" ,, c,.,, [No revisions to Section 8-1-7] [No revisions to Policies 8-2 through 8-4] 0 00 517 85.DOCX/2 EXHIBIT B TO MARANA RESOLUTION No.2017-076 2 Marana Regular Council Meeting 08/01/2017 Page 343 of 343