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HomeMy WebLinkAbout2019.1023.TCSM.AgendaPackete, 'f � - NOTICE OF MEETING — SPECIAL MEETING fo11-N�,OO FOUNTAIN HILLS TOWN COUNCIL Mayor Ginny Dickey Vice Mayor Sherry Leckrone Councilmember Mike Scharnow Councilmember Dennis Brown Councilmember David Spelich Councilmember Alan Magazine Councilmember Art Tolis TIME: 7:30 P.M. — SPECIAL MEETING WHEN: WEDNESDAY, OCTOBER 23, 2019 WHERE: FOUNTAIN HILLS COUNCIL CHAMBERS 16705 E. AVENUE OF THE FOUNTAINS, FOUNTAIN HILLS, AZ Councilmembers of the Town of Fountain Hills will attend either in person or by telephone conference call; a quorum of the Town's various Commission, Committee or Board members may be in attendance at the Council meeting. Notice is hereby given that pursuant to A.R.S. §1-602.A.9, subject to certain specified statutory exceptions, parents have a right to consent before the State or any of its political subdivisions make a video or audio recording of a minor child. Meetings of the Town Council are audio and/or video recorded and, as a result, proceedings in which children are present may be subject to such recording. Parents, in order to exercise their rights may either file written consent with the Town Clerk to such recording, or take personal action to ensure that their child or children are not present when a recording may be made. If a child is present at the time a recording is made, the Town will assume that the rights afforded parents pursuant to A.R.S. §1-602.A.9 have been waived. REQUEST TO COMMENT The public is welcome to participate in Council meetings. IITO SPEAK TO AN AGENDA ITEM lease complete a Request to Comment card located in the back of ,p p q , the Council Chambers, and hand it to the Town Clerk prior to discussion of that item, if possible. Include the agenda item on which you wish to comment. Speakers will be allowed three contiguous minutes to address the Council. Verbal comments should be directed through the Presiding Officer and not to individual Councilmembers. TO COMMENT ON AN AGENDA ITEM IN WRITING ONLY, please complete a Request to Comment card, indicating it is a written comment, and check the box on whether you are FOR or AGAINST and agenda item, and hand it to the Town Clerk prior to discussion, if possible. Town Council Special Meeting of October 23, 2019 2 of 2 NOTICE OF OPTION TO RECESS INTO EXECUTIVE SESSION Pursuant to A.R.S. §38-431.02, notice is hereby given to the members of the Town Council, and to the general public, that at this meeting, the Town Council may vote to go into executive session, which will not be open to the public, for legal advice and discussion with the Town's attorneys for legal advice on any item listed on the following agenda, pursuant to A.R.S. §38-431.03(A)(3). CALL TO ORDER AND PLEDGE OF ALLEGIANCE — Mayor Ginny Dickey 2. ROLL CALL — Mayor Dickey 3. REGULAR AGENDA A. CONSIDERATION OF Resolution 2019-52 approving a Development Agreement associated with the Daybreak P.A.D. rezoning located at the northeast corner of Palisades and Shea Boulevards. 4. ADJOURNMENT CERTIFICATE OF POSTING OF NOTICE The undersigned hereby certifies that a copy of the foregoing notice was duly posted in accordance with the statement filed by the Town Council with the Town Clerk. Dated this day of 12019. Elizabeth A. Burke, MMC, Town Clerk The Town of Fountain Hills endeavors to make all public meetings accessible to persons with disabilities. Please call480-816-5199 (voice) or 1-800-367-8939 (TDD) 48 hours prior to the meeting to request a reasonable accommodation to participate in the meeting or to obtain agenda information in large print format. Supporting documentation and staff reports furnished the Council with this agenda are available for review in the Clerk's Office. Meeting Date: 10/23/2019 Agenda Type: Regular Agenda ITEM 3. A. TOWN OF FOUNTAIN HILLS STAFF REPORT Meeting Type: Town Council Special Meeting Submitting Department: Development Services Prepared by: John Wesley, Development Services Director Staff Contact Information: John Wesley, Development Services Director Request to Town Council Special Meeting (Agenda Language): CONSIDERATION OF Resolution 2019-52 approving a Development Agreement associated with the Daybreak P.A.D. rezoning located at the northeast corner of Palisades and Shea Boulevards. Staff Summary (Background) Update On October 1, 2019, the Town Council held a public hearing to review and consider the Minor General Plan Amendment, the Rezoning, and the associated Development Agreement for the proposed Daybreak development at Palisades and Shea. The Council voted to approve the Minor General Plan Amendment and the Rezoning. After some discussion, no action was taken on the Development Agreement. No changes have been made to the Development Agreement as provided on the October 1, 2019 agenda. Discussion Hilltop Vista Properties, LLC has submitted to the Town a request for rezoning and development of property at the northeast corner of Palisades and Shea Boulevards. The rezoning would allow for development of a 400 unit apartment complex on approximately 60 acres. The development will include an area restricted to apartments for those who are 55+, an area for unrestricted apartments, and a large open space area. The applicant has requested Town approval of a Development Agreement to address and reinforce several provisions of the P.A.D. Section 2 of the development agreement establishes a term of 10 years. For the development agreement to continue in force, the property would need to begin vertical construction, more than grading, within the 10 years. Section 5 of the development agreement establishes the provisions of the agreement. These include: • Section 5.1 states the sole purpose of the development agreement is to provide for deviations from the Subdivision Ordinance and Zoning Ordinance. • Sections 5.2.1 and 5.2.2 establishes the vesting of the zoning. • Section 5.3.1 sets 400 as the maximum number of dwelling units. • Section 5.4 lists the requested deviations from the Subdivision Ordinance which includes allowances to not provide handrails on the top of certain retaining walls, cuts and fills in excess of 10', and steep grades on cuts and fills. • Section 5.5 establishes the zoning standards to be as approved in the P.A.D. • Section 5.6 address miscellaneous engineering matters. Section 6 of the development agreement addresses miscellaneous other obligations of both parties. In particular, Section 6.1 obligates the developer to a minimum of 33 acres of non -disturbance area that will be protected by a Hillside Protection Easement. Section 7 of the development agreement establishes obligations of the developer. Section 7.2 states the developer has 180 days to complete acquisition of the property. If that is not accomplished by the developer or an affiliate, the development agreement shall automatically terminate. The developer is obligated to all public improvements (Sec. 7.3), to provide a performance bond (Sec. 7.5), and to provide shuttle service for 55+ portion of the development (Sec. 7.9). Staff is in support of all elements contained in the development agreement. Related Ordinance, Policy or Guiding Principle N/A Risk Analysis The proposed development agreement does not obligate the Town to any actions beyond normal processing and inspection activities associated with development activity. The development agreement reinforces the same standards that will be approved as part of the P.A.D. zoning. Staff does not see any risk with approval of the development agreement. Recommendation(s) by Board(s) or Commission(s) N/A Staff Recommendations) The development agreement reinforces the development standards provided for in the associated Daybreak P.A.D. rezoning application; therefore, staff recommends approval of the Development Agreement. SUGGESTED MOTION MOVE to ADOPT/DENY Resolution 2019-52. Daybreak PAD Narrative Res 2019-52 Exh. A - Development Agreement Attachments Form Review Inbox Reviewed By Date Development Services Director (Originator) John Wesley 10/17/2019 03:09 PM Town Attorney Elizabeth A. Burke 10/17/2019 05:15 PM Town Manager Grady E. Miller 10/17/2019 05:17 PM Form Started By: John Wesley Started On: 10/17/2019 02:29 PM Final Approval Date: 10/17/2019 P.A.D. Application Revised & Resubmitted: May 15, 2019 DATE RECEIVED Dept. Init. Not Notes App- Building P&7_ F'tg — Sewer Flood Fire Fountain Hills, Arizona Z2018-10 M#9396 DAYBREAK PAD 10825 N Palisades Blvd 3rd Submittal 05/15/2019 Table of Contents I. Introduction..................................................... A. The Property ........................................ B. The Owner ........................................... C. The Applicant ...................................... D. The Managers ...................................... E. The Development Team ....................... I Page ................................................................ 3 .............................................................. 3 ................................................................... 6 ................................................................... 6 ................................................................... 6 ................................................................... 7 II. Project Narrative................................................................. A. Land Use................................................................. B. Parking Waiver ....................................................... C. Signage Waiver ....................................................... D. Reduced Disturbance .............................................. E. Cut & Fill Waiver ..................................................... F. Ingress & Egress Approval ....................................... III, Development Standards ............................................. ................................................. 8 ................................................. 8 ................................................. 9 ...............................................10 ...............................................10 ...............................................12 ...............................................14 .........................................15 IV. Site Development Concept Objectives....................................................................................19 A. Conformance with General Plan & P.A.D. Standards..................................................19 B. Architectural Concepts (Perspective Renderings, Elevations & Sections) ....................22 C. Orderly Transition Concepts......................................................................................31 i. Open Space................................................................................................... 31 ii. Disruption to Neighbors................................................................................31 iii. Land Use Compatibility..................................................................................35 D. Design Philosophy & Environmental Quality..............................................................35 E. Landscape Plan..........................................................................................................37 V. Community Facilities Impact..................................................................................................41 A. Traffic........................................................................................................................41 B. Public Services...........................................................................................................42 C. Environment & Sustainability.....................................................................................43 D. Commerce.................................................................................................................43 VI. Phasing Plan ................................................ VII. Addendum........................................................................ A. Plat B. Circulation Plan C. Master Grading Plan D. Copper State Engineering Cut & Fill Slope Opinion E. Master Drainage Plan F. Master Water Plan G. Master Sewer Plan H. Utility Company Letters I. Traffic Analysis J. Power of Attorney ........................................... 44 ............................................. 46 DAYBREAK— Planned Area Development K. Title Report Exhibits 2 1. Proximity Map..........................................................................................................................3 2. Assessor's Map...................................................................................................... 4 3. Aerial View...............................................................................................................................4 4. Site Plan...................................................................................................................................5 5. Zoning Classifications Before & After ........................................................................................8 6. Slope Analysis................................................................................................................ 11 7. Existing Unretained Slopes in Excess of 3:1.............................................................................12 S. Proposed Development Cuts & Fills .........................................................................................13 9. Site Ingress & Egress ..............................................................................................................14 10. Project Rendering from Shea Blvd........................................................................................... 23 11. Project Rendering from Palisades Blvd ....................................................................................24 12. MFR Main Building Elevations................................................................................................25 13. MFU Typical Building Elevations.............................................................................................26 14. Site Section............................................................................................................................. 30 15. Conference Hotel Plan vs Multifamily Plan Visual Comparison................................................32 16. View from Summit at Crestview.............................................................................................. 34 1Z View from Westridge Village ..................................................................................................34 18. Landscape Plan......................................................................................................................38 19. Resort -Style Living Amenity Areas........................................................................................... 40 20. Emergency Response 5-Minute Polygon Map—, . ....................... — ......................................... 42 Full size architectural and engineering drawings provided under separate cover. DAYBREAK— Planned Area Development I. Introduction A. The Property Exhibit 1- Proximity Map 3 ��� T •.,�, �` sue' "t`.��; «w... t�'� � .. ����.•� ...t,,.�r r':{��. +*fir �` `" '�F� A+ SCOTTSDALE 77 F V R r YAVA �.t'",r �' - ,�" �'-.. �..+• ti,s+..4°..^,.�++. -..�+ ryr'�Mry j $fir]! W l"r •� '+w%_ a•y,.a..1•"v-.rY�y ryY q'1+1 $T " *ft 4 a DAYBREAK — Planned Area Development The Property is 59.79 acres, more or less, at the northeast corner of East Shea Boulevard and North Palisades Boulevard being Lot 1 and Tract A, Fountain Hills Resort Final Plat, According to Book 597, Page 42, Records of Maricopa County, Arizona. Tract A (36.75 acres) is zoned OSR and no change to the land use category is proposed. A short driveway entrance, utilities and drainage improvements with access to Palisades will occupy a portion on the west side of the OSR area. '4 Lot 1(23.04 acres) is zoned P.U.D. t` for a large conference hotel and is proposed to be down zoned to v multifamily with this P.A.D. application. Exhibit 2 — Assessor's Map Lot 1-23.04+1- acres I 59.79+Y- acres Exhibit 3 - Aerial View Tract A - 36.75+1. acres 4 5 Exhibit 4 — Site Plan Full size Site Plan at 1:100 scale is provided under separate cover DAYBREAK — Planned Area Development 6 B. The Owner Pacific FH Resort, LLC, a Delaware limited liabilty company 1701 E. Highland, Suite 310 Phoenix, AZ 85016 Tony Feiter, Contact Telephone: 602.248.8181 Email: tonyPlevineinvestments.com C. The Applicant Hilltop Vista Properties, LLC, an Arizona limited liability company 14550 North Frank Lloyd Wright Boulevard, Suite 100 Scottsdale, Arizona 85260 Jeremy Hall, Manager Neil Ginsberg, Manager Telephone: 602.421.5848 Telephone: 602.469.8109 Email: igh@phxinterests.com Email: nginsberg@pd-llc.com The Applicant has authority to submit this P.A.D. application through a Limited Power of Attorney granted by the owner of the Property, Pacific FH Resort, LLC. A copy is included in the Addendum. D. The Managers Jeremy Hall has been active in real estate development for over 30 years. He worked for MCO Properties, the master developer of Fountain Hills, for 18 years and was the company president for last twelve years. Mr. Hall has worked exclusively in real estate planning, development, finance and management of commercial and residential properties throughout the southwestern U.S. and Puerto Rico throughout his career and is experienced at hillside development. His past Fountain Hills projects include Adero Canyon, Eagles Nest, FireRock Country Club and SunRidge Canyon. He is a licensed real estate broker in Arizona and former MAI member of The Appraisal Institute. Neil Ginsberg has been active in real estate development and brokerage for over 30 years. He is the founder of Pinnacle Diversified and its related companies, a real estate development and syndication company with 60+ projects including 4 diamond resorts (including the Copperwynd Resort & Spa in Fountain Hills), millions of square feet of commercial and industrial buildings, senior living projects and over 10,000 apartments. He is the co-founder of Dynamic Water Technologies, a company exclusively distributing a patented technology for an environmentally - friendly and sustainable, electro-chemical water treatment process that saves millions of gallons of water and virtually eliminates the use of hazardous chemicals in certain water treatment applications. Previously, Mr. Ginsberg was the CEO of NAI Horizon in Phoenix, a commercial real estate brokerage and management company. DAYBREAK — Planned Area Development The Development Team 7 • Beus Gilbert (Land Use Attorney) 701 North 44" Street, Phoenix, Arizona 85004 Contact: Paul Gilbert, esq. Telephone: 480.429.3000 Email: pgilbertPbeusgilbert.com • David Suson, esq. (Contracts and Transactions) 109 Cherrywood, Bellaire, Texas 77401 Telephone: 713.560.2374 Email: dsuson ahoo.com • LD Team (Civil Engineering) 3420 East Shea Boulevard, Phoenix, Arizona 85028 Contact: Jonathon Stansel, P.E. Telephone: 602.396.5700 Email: istansel(@Id-team.com • Whitneybell Perry (Architecture) 1102 E Missouri Avenue, Phoenix, Arizona 85014 Contact: Mike Perry, AIA Telephone: 602.265.1891 Email: mike@whitneybeliperry.com • Survey Innovation Group (Plat & Survey) 22425 North 16th Street, Suite 1, Phoenix, Arizona 85024 Contact: Jason Segneri Telephone: 480.922.0780 Email: iason(@sigsurveyaz.com • CivTech Inc. (Traffic Engineering) 10605 North Hayden Road, Suite 140, Scottsdale, AZ 85250-5595 Contact: Joseph Spadafino, P.E., PTOE, PTP Telephone: 480.659.4250 Email: Ispadafino@civtech.com • Western Technologies, Inc. (Environmental) 3737 East Broadway Road, Phoenix, Arizona 85040 Contact: Steven Smelser, R.G. Telephone: 602.437.3737 ext. 112 Email: s.smelser@wt-us.com + Paleo West Archaeology (Cultural Resources) 319 East Palm Lane, Phoenix, Arizona 85004 Contact: Chris North Telephone: 602.363.7451 Email: cnorth@paleowest.com DAYBREAK — Planned Area Development H. Project Narrative This is a request to change the existing land use with respect to 23.04 acres from the existing L-3 P.U.D. for a mixed -use 233-room, 5-story conference hotel and 36 2-story residences to a P.A.D. for up to 400 multifamily residential dwellings and related amenities being a mixture of 1-, 2- and 3-story buildings. A. Land Use Reclassification of land uses will result in two separately platted lots within the Property: Lot 1A: MFU - Multifamily Unrestricted - Up to a 270-unit garden -apartment multifamily community with a mixture of studio, 1-, 2- and 3-bedroom units. Lot 113: MFR - Multifamily Restricted - Up to a 130-unit multifamily and townhome community restricted for residents aged 55 and older with a mixture of studio, 1- and 2-bedroom units. The Property may include amenities customarily ancillary to these primary uses including garage & covered parking; clubhouses; lounges; fitness facilities; barbeques; private dining facilities; fire pits; vending facilities; community patios with cabanas; gardens; and recreation facilities such as swimming pools, sport courts, putting greens, etc. Exhibit 3 identifies current and proposed land uses of the Property as well as surrounding uses within 300 feet of the property. Exhibit 5 - Zoning Classifications Before and After Existing & Surrounding Land Use Proposed Land Use of the Property DAYBREAK — Planned Area Development 9 B. parking Waiver MFU may have parking ratios below the typical Fountain Hills standards, which are higher than needed for the Project. This is necessary to accommodate sloped site conditions and to optimize land area for open space and impervious coverage. The ITE Parking Generation, 4th Edition, documents the demand for parking spaces based upon the land use through actual parking demand studies. The parking rates published in the manual for ITE land use code "221a - Low/Mid-Rise Apartment (suburban)" is 1.23 spaces per dwelling unit. For MFR parking, Fountain Hills has not codified parking standards for age -restricted multifamily residential at this time. The standard demand published by ITE for land use code "252 Senior Adult Housing - Attached" is 0.59 spaces per dwelling unit. Van transportation is furnished by property management as a service to residents, so few have private vehicles. We consulted the Phoenix and Scottsdale zoning regulations as an additional guide to validate our parking demand estimates. The P.A.D. parking standards shall meet or exceed in each category the ITE standard and the minimum Phoenix and Scottsdale standards thereby ensuring parking within the P.A.D. will be adequate. Minimum Parking Ratios for MFU Area Dwelling Type Phoenixtll Scottsdale (2) Fountain Hills ITE MFU Minimum Parking Ratio Studio 1.30 1.25 1.50 1.30 1 Bedroom 1.50 1.30 1.50 - 1.50 2 Bedroom 1.50 1.70 2.00 - 1.70 3 Bedroom 2.00 1.90 2.00 -- 2.00 Other/Guest none none 0.25 - 0.10 Minimum Parking Ratios for MFR Area Dwelling Type PhoenixM Scottsdaiel2l Fountain Hills ITE MFR Minimum Parking Ratio Independent Living (1/2 BR) 1.00 1.25 NA -- 1.00/unit Specialized Care (Studio) 0.50 0.70 NA -- 0.70/unit Notes: (1) Section "702 Off -Street Parking and Loading' of the Phoenix Zoning Ordinance. Guest parking is included so long as there are unreserved spaces equal to 0.5 for 1- and 2-bedroom units and 1.0 for 3-bedroom units. rar adult living and assisted care, parking ratios equate toO.5 per occupant and assumes 1 occupant/unit in the specialized care and 2 occupants/unit in the independent living. (2) Per "Table 9.103.A Schedule of Parking Requirements" of Article IX of the Scottsdale Code of Ordinances. Adult living and specialized care is on a "per bed" basis. (3) Weighted averages for MFU is based upon the expected unit mix of 4% studios, 30% 1-bedrooms, 6c)% 2-bedrooms and 6% 3- bedrooms. Weighted averages for MFR is based upon the expect unit mix of 77% independent living units and 23% specialized care units. This unit mix changed from the 12/27/18 submittal reducing the number of3 bedroom units and adding studio units. Parking garages shall be allowed in MFU and MFR with a minimum depth of 20feet. There shall be a front apron of no less than 4 feet from any drive aisle. DAYBREAK - Planned Area Development 10 C. Signage Waiver The MFU and MFR property shall be permitted shared signage on Shea Boulevard and Palisades Boulevard. A monument sign for Shea Boulevard shall not exceed 10 feet in height and 14 feet in width with a 10 foot by 10 foot sign box. A monument sign for the southern entrance on Palisades Boulevard shall not exceed 8 feet in height and 10 feet in width with an 8 foot by 8 foot sign box. A second smaller sign on Palisades at the northern entrance to the MFU property for shall be permitted and shall not exceed 6 feet in height and 8.5 feet in width with a 6 foot by 6 foot sign box. The Applicant feels this second Palisades location is warranted to identify a second point of acceess for emergency vehicles. D. Reduced Disturbance and additional HPE Area Per Article 5 of the Subdivision Ordinance, the right of disturbance for the Property based upon the existing natural grades is as follows: Slope Category Area(acres) I Preservation Requirement Disturbance Allowance Developable Area (acres) 00/0-5% 0.3630 0 100% 0,3630 5%-10% 3.1010 0 1000/0 3.1010 100/0-15% 11.6210 0 10w% 11.6210 15%-20% 12.6490 0 1000/0 12.6490 20%-25% 13.3300 60% 40% 5.3320 >25% 18.5940 60% 40% 7.4376 Total developable Area (acres) 40,5036 As part of the P.A.D., the proposed improvements will disturb only about 26 acres. This is FAR LESS than the allowable disturbance of 40.5 acres per the Property's slope analysis. The total undisturbed area of approximately 33.8 acres will be placed into a Hillside Protection Easement as shown on the Plat in the Addendum. Of the 26 acres of disturbance, nearly %Z of that will be open space either enhanced with landscaping and common outdoor amenities or revegetated to return to its natural state. DAYBREAK —Planned Area Development Exhibit 6 — Slope Analysis 11 DA i 5KE ATE iNr.-:.COKNt.._K0r°1'AL]'3AE)[..`i: srIr.t\ 49 -�LCTU. ANAY51.5 rLAN ► s,t LEGEND 5LOrrn rtRcENTAGF5 'i 0% TO 5% �► 5% TO fO% %L JO%a TO 15% ` r 15% TO 20% • 20% TO 25% • > 25% J/ a 5tiEA DoUtr-VARD Slope I.Area(acres) Preservation �Requjrement�Allovwance Disturbance Developable Category Area (acres) 0%-5% 0.3630 0 100% 0.3630 5%-10°!o 3.1010 0 100°/a 3.1010 10%-15% 11.6210 0 100% 11.6210 1S%-20% 12.6490 0 Iowa 12,6490 20%-25% 13.3300 60% 40'0 5.3320 >25% 18.5940 60% 40% 7.4376 Total Developable Area (acres) 40.5036 Full size Exhibit is provided under separate cover DAYBREAK — Planned Area Development J 12 E. Cut and Fill Waiver The Applicant will reduce the height of the crest of the hill, grade slopes and fill voids to allow for safe access, efficient development of buildings terraced on hillside grades and compliance with the Americans with Disabilities Act (ADA). As shown on Exhibit 6 the exceptions are requested for cuts and fills for the development of allowable uses, parking, sidewalks and signage for cuts up to 30 feet and fills up to 57 feet. The deepest fills are for drives at the southern and northern access points to the Property off Palisades Boulevard to facilitate the safest possible ingress and egress and to avoid steep road grades. Fills outside those areas will be no deeper than 30 feet. CqEZ41BELM 3' 1 The maximum unretained cut slope shall b 1.5: and fill slope shall beef horizontal to vertical). All exposed slopes will incorporate erosion mitigation measures, vegetation and will be reviewed by a third -party geotechnical engineer. These slopes are similar to existing unretained slopes in and around the Property. as shown below. Copper State Engineering has also opined on the slopes on the grading plan, their letter is included in the Addendum. Exhibit 7 - Existing Unretained Slopes in Excess of 3:1 h"vYI %KI _ •\k-' 33% to 50`i6 or 3:1 to 2:1 50% to 67% or 2:1 to 1.5:1 [♦ 67% to 6M or 1.5:1 to 1.25:1 80`6 to toO% or 1. 25:1 to 1;1 !'!!i 100% to 125% or 1A to 1:1.25 125% to 150% or 1.1.25 to 1:I.5 > 15070 or > 1:1.5 EXISTING CONTOURS ARE 5 F007 INTERVALS • y, r seen Dtw cur stores �✓� yKrs Dtvo AI' FILL ryLL Inn, y8' GUT GUT 9ioPe9_, � GLDTeam LAND DEVELOPMENT DAYBREAK— Planned Area Development 13 Exhibit 8 — Proposed Development Cuts & Fills DA{Yff)KF AK wN�lM111N flLL rm lYl� (l' .-KNLK(')I I A[.I,' Ji\Ill...-�:�1tv.IL A RCMIINwr 37.6 rerT I �✓�YRAUM rILL Ai AUlLOM Jo.o C_C1T ryrl1A-HfAFMAF F+w'llwRlM cvl wi - cxL:�-ewwY .xarrrerr _ fiiMlfUlK.l CGf 4T tk�iLPNG ]O.O •£tT MAYlMURI Fill AY � uw} Mtxn r0.i YiM - . _ ROWk4Y ]1J r{1T Full size Exhibit is provided under separate cover DAYBREAK — Planned Area Development LEGEND FILL 56.00 FILL 28.00 OM CUT 28.00 CUT 56.00 14 F. Ingress & Egress Approval Palisades provides two through lanes in each direction divided by a raised median. Per MCDOT's Major Roads and Street Plan (MSRP), Palisades Boulevard is classified as a minor arterial roadway. The design speed for the roadway is 45 mph and the posted speed limit is 45 mph. Typically, the posted speed limit would be 5 miles per hour less than the design speed. The Property shall be accessed from Palisades Boulevard at two entry points that align with existing median breaks on Palisades. The southern access will be located across from Valley Vista Drive and the northern access will be located across from a full -access driveway that serves a Salt River Project electrical power facility. These locations provide the safest conditions with minimal disruption to the public right of way. CivTech has recommended auxillary right and left turn lanes on Palisades for each driv ay-a#-tfi ty-w minimum queue capacity of 160 feet with approach tapers of 80 feet. Please refer to the Traffic Analysis by CivTech in the Addendum. Exhibit 9 - Site Ingress & Egress �r+SxT�. ifT� 7+a' •f'i' •� � ���i7tr• i ���0..lP¢ ,r ISE DAYBREAK — Planned Area Development 15 III. Development Standards All standards and requirements of the Fountain Hills Zoning Ordinance in effect at the time of application approval apply except as modified by the development standards contained in this section. MFU — Multifamily Unrestricted (16.1+/- acres) Permitted Uses All uses permitted in the R-5 multifamily Residential Zoning District as well as covered and garage parking; clubhouses; lounges; fitness facilities; barbeques; fire pits; vending facilities, community patios with cabanas; gardens; and recreation facilities such as swimming pools, spas, sport courts, putting greens, and similar facilities. Density, Area, Building & Yard Regulations Building Height(�) Building Length Minimium Yard Setbacks Net/Gross Parcel CoverageM Distance Between Buildings Distance Between Garages Front Side Street I Side Rear 40' 200' 30' 10' 30' 10' 60%/30% 40' 14' Parking Dwelling Type Parking Stalls per Unit Studio 1.30 1 Bedroom 1.50 2 Bedroom 1.70 3 Bedroom 2.00 Other/Guest 0.10 Parking garages shall be allowed with a minimum depth of 20 feet. There shall be a front apron of no less than 4 feet from any drive aisle. Si na e Two monument signs shall be permitted on the OSR portion of the Property per the OSR section below. In addition, a third sign on Palisades at the northern entrance to the MFU property for shall be permitted and shall not exceed 6 feet in height and 8.5 feet in width with a 6 foot by 6 foot sign box. DAYBREAK — Planned Area Development 16 Disturbance All allowable disturbance for the Permitted Uses shall consider the Property as a whole (i.e. MFU, MFR and OSR areas) in calculating allowable disturbance which shall be allocated ratably to the MFU area based upon acreage. Cuts & Fills Maximum Cut 30 feet Maximum Fill 57 feet Maximum Slope of Unretained Cut 1.5:1 Maximum Slope of Unretained Fill 2.0:1 Landscaping With limited exceptions around swimming pool areas, all plantings will conform to the approved plant list as provided in Chapter 6 of the Subdivision Ordinance in both plant types, mix and densities. Small accent natural turf areas will be allowed at entries, along Palisades and near amenity areas. MFR - Multifamily Restricted (6.9+/- acres) Permitted Uses All uses permitted in the R-5 multifamily Residential Zoning District with residential dwelling units restricted to residents aged 55 and older as well as covered and garage parking; clubhouses; lounges; fitness facilities; barbeques; restaurant and bar facilities; fire pits; vending facilities, community patios with cabanas; gardens; and recreation facilities such as swimming pools, spas, sport courts, putting greens, and similar facilities. Density, Area, Building & Yard Regulations Building Height(') Building Length(2) Minimium Yard Setbacks Net/Gross Parcel Coverage Distance Between Buildings Front Side Street Side Rear 40' 600' 30' 10' 30' 10, 60%/30%(3) 40' Notes: (1) Building height measured from finished grade (2) The last approved conference hotel on the Property had a contiguous building length approved at 1,400feet (+/-) (3} Net excludes the pSR Area, Gross includes a ratable allocation of the OSR Area DAYBREAK — Planned Area Development 17 Parking Dwelling Type Parking Stalls per Unit Studio 0.7 1 & 2 Bedroom 1.0 Parking garages shall be allowed with a minimum depth of 20 feet. There shall be a front apron of no less than 4 feet from any drive aisle. SiSignage Two shared monument signs shall be permitted on the OSR portion of the Property per the OSR section below. In addition, a third shared sign on Palisades at the northern entrance to the MFU property for shall be permitted and shall not exceed 6 feet in height and 8.5 feet in width with a 6 foot by 6 foot sign box. Disturbance All allowable disturbance for the Permitted Uses shall consider the Property as a whole (i.e. MFU, MFR and OSR areas) in calculating allowable disturbance which shall be allocated ratably to the MFR area based upon acreage. Cuts & Fills Maximum Cut 30 feet Maximum Fill 57 feet Maximum Slope of Unretained Cut 1.5:1 Maximum Slope of Unretained Fill 2.0:1 Landscaping With limited exceptions around swimming pool areas, all plantings will conform to the approved plant list as provided in Chapter 6 of the Subdivision Ordinance in both plant types, mix and densities. Small accent natural turf areas will be allowed at entries, along Palisades and near amenity areas. 0 OSR (36.8+/- acres) Permitted Uses Driveway, utilities, drainage, signage, and landscaping. DAYBREAK — Planned Area Development 18 Si_gnap,e A monument sign on Shea Boulevard for the MFU and MFR areas shall not exceed 10 feet in height and 14 feet in width with a 10 foot by 10 foot sign box. A monument sign for the southern entrance on Palisades Boulevard shall not exceed 8 feet in height and 10 feet in width with an 8 foot by 8 foot sign box. The Shea monument may be placed within the unused portion of the excess 100 feet of Shea right-of-way (ROW). If and when Shea Boulvard is ever widenned into this area, this monument sign shall be relocated outside the right of way at the owners' expense. Disturbance All allowable disturbance for the Permitted Uses shall consider the Property as a whole (i.e. MFU, MFR and OSR areas) in calculating allowable disturbance which shall be allocated ratably to the OSR area based upon acreage. Cuts & Fills Maximum Cut 30 feet Maximum Fill 57 feet Maximum Slope of Unretained Cut 1.5:1 Maximum Slope of Unretained Fill 2.0:1 Landscaping With limited exception of small accent natural turf areas at entries and along Palisades all plantings will conform to the approved plant list as provided in Chapter 6 of the Subdivision Ordinance in both plant types, mix and densities. DAYBREAK — Planned Area Development im IV. Site Development Concept Objectives A. Conformance with General Plan & P.A.D. Standards Conformance with General Plan The mission statement of the current Fountain Hills General Plan states: "Fountain Hills is committed to creating a Town that is attractive for small businesses, clean industry and village commerce, where the natural environment is preserved and protected, and where diverse housing is supplied in beautiful developments." To this end, the Town has established Goals and Objectives in chapters 3-9 of the General Plan, which includes considerations for residential, commercial and public lands as well as open space. The P.A.D. addresses compatibility with the relevant General Plan goals as follows: General Plan Reference Goal {Objective) P.A.D. Compatibility Chapter 3 Preserve existing neiborhoods from The Property is surrounded by residenial uses on Goal 5 incompatible adjacent land uses. all four sides. The proposed uses improve the compatibility by dowazoning the property from a commercial use to a residential use with the design and scale of buildings more in keeping with the residential character of the neighborhood. Chapter 3 Preserve open space The proposed development shall hove Goa16 approximately 80% of the land area as open space. Chapter 4 Encourage the development of a The Property has challenging hillside Goal variety of housing types including topography. The proposed development will creative solutions for topographically deploy creative planning principals of clustering challenging sites (3.1). density, sensitive building siting and product mix to use disturbed areas efficiently while preserving open space and appealing to a diverse resident base. Chapter 4 Promote developments that will The proposed development includes a landscape Goals continue to provide small town plan with Palisades frontage landscaping that character and quality of life including complies with the Town Cade for partially - all new housing provide streetside abutting areas planted with native plant landscaping complimentary to the material. native desert vegetation (5.8). Chapter 4 Encourage developments that The proposed development shall have over 35 Goal preserve and protect natural acres of undisturbed native habitat for more resources including setting asside than required by the Town Code, placed within a dedicated preservation areas (6.1). perpetual Hillside Protection Easement. DArsREAK —Planned Area Development 20 Chapter 6 Provide and maintain an open space The Property is flanked by two major washes — Goal 1 network throughout the community one along the northeast property line and one including protecting natural washes along the south property line. The proposed within platted portions of the development will not disturb those areas and community as permanent natural place both within a perpetual Hillside desert open spaces (1.1). Preservation Easement. A drainage plan will include storm water runoff retention so as not to exceed historicflows within these washes. Chapter 7 Create safe and efficient patterns of The proposed development will have two points Goal 1 circulation including secondary access of access located in the safest areas at existing points to all new development areas median breaks on Palisades Blvd. On -site circulation has been designed to accommodate fire and emergency vehicles. Chapter 7 Provide for and encourage the use of The proposed development will contribute an 8- Goal3 non -vehicular modes of circulation foot sidewalk along the Palisades Blvd frontage. including provisions in developments for pedestrian paths where appropriate (3.1). Chapter 8 Reduce water usage The proposed development will utilize low water Goal 1 use landscaping and low flow plumbing fixtures. Chapter 9 Promote the continued vigilance and The proposed development shall preserve over Goal 1 guardianship of the natural desert 40% of the Property within a Hillside Protection including requiring Hillside Protection Easement. Easements on all newly platted properties that are determined to be hillside (1.1). Chapter 9 Identify and preserve cultural and The Applicant engaged Poleo West to perform a Goal 2 archaeological resources. Class 1 cultural resources investigation on the Property, and no archaeological sites were discovered. Development Plan Concurrent with the submission of this application, a Site Plan is being submitted in accordance with Subsection 23.47(B) of Chapter 23 of the Zoning Ordinance. (Exhibit 4) Number of Buildings per Lot Lot 1A (MFU) —13 buildings. Lot 113 (MFR) — 5 buildings. Streets, Utilities, Services and Public Facilities Please refer to the Site Plan and the conceptual master water, sewer and drainage plans. Except where noted in this P.A.D. Application, all facilities will comply with local, regional and national codes. There will be no public streets within the Property and uses shall be adequately parked on site. Fire and emergency access shall comply with regulations and water service shall be looped through the project. DAYBREAK — Planned Area Development 21 Utilities All private on -site distribution lines for utilities shall be installed underground. There is an existing above -ground electrical transmission line along the property perimeter belonging to SRP that serves other properties in the region and will remain as is. Landscaping With limited exceptions around swimming pool areas, all plantings will conform to the approved plant list as provided in Chapter 6 of the Subdivision Ordinance in both plant types, mix and densities. Small accent natural turf areas will be allowed at entries, along Palisades and near amenity areas. Retail Uses and Sin le Family Size and Use Restrictions Not Applicable DAYBREAK — Planned Area Development 22 B. Architectural Concept The objectives of the architectural expression are to reflect authenticity, high quality and reinforcement of the southwest environment, culture and history. Both the MFU and MFR product will be designed in Southwest Contemporary concepts with Praire-Style elements commensurate with sophisticated desert styles. In its proper forms, southwest contemporary architecture draws from the colors, textures, masses and geometry of ranch, prairie, pueblo and Spanish styles in a present day interpretation, and fundamental elements of those styles can be found in the interpretation. Southwest Contemporary and Prairie -Style elements that are driving the project vision are • Solid, grounded massing with strong rectilinear forms • Purpose -driven design without the ornamentaion of classic european styles • Varied roof geometry including flat and low-pitched roofs with broad eaves • Colors and textures that mimic the natural surroundings, • Simple natural building materials of plaster (stucco), wood, brick or stone • Windows, balcony railings and building masses that reinforce strong horizontal geometry including clerestory windows (a band of high, narrow windows) Prairie style architecture was integral in defining uniquely American designs and craftsmanship of the Midwest and, through Frank Lloyd Wright, is having historic design influence in Arizona. The MFR product will occupy the flattened crest of the hill where grades are best suited to age -restricted residents. The MFU product will terrace around the natural slopes thereby preserving views and adding "movement" to the otherwise regimented siting of buildings often found in other apartment communities. In some areas buildings themselves will retain and/or conceal retained slopes to avoid exposed cuts and the appearance of an abundance of free-standing retaining walls. Colors are intended to be muted earth tones to blend with the natural desert. Site design goals are as follows: The combined effects of architectural style, site design, concealed retaining walls and muted desert colors will create an inconspicuous and organic sense of belonging between the built and natural environment and appear as a "softer touch" on the natural landscape. The pages following present architectural concept designs for the Property. DAYBREAK — Planned Area Development 23 f \ � ``yy1-� d<( . t 'u�7!if�rj g!' "./ 7r�1 *,•!i�'ll�,(i. fi' fG7. - .ir" - �H:�r•'i- i 3i rat,! �i, f�� �'li r' �,,�f. ,� i� .J,ia" .��. rlb rig i � �;�• t J� � , ��� S� F f �,1 E1' � , t• `•' 1if r� • t{�} t � 1Jl �. .a, ,r •SP ,s � s � � tg I74 f `' B b► l t � ki'+ l�a �i'1� 1�, •� i� 1 1 r "Th" Y►4� DAYBREAK — Planned Area Development DAYBREAK — Planned Area Development DAYBREAK — Planned Area Development 64 LPN imp p Exhibit 13a - MFU Typical Building - Three Story Elevation J 6 V) O 28 DAYBREAK — Planned Area Development Exhibit 13b - MFU Typical Building Two -Story Elevation 29 u Q oa xrs �a LL e, a C r,= DAYBREAK — Planned Area Development Exhibit 14 - Site .Section DAYBREAK — Planned Area Development 31 C. Orderly Transition Concepts i Open Space The proposed improvements will leave the majority of the Property as open space in the form of undisturbed native areas, revegetated native areas and enhanced landscape areas. Open Space Acreage Undisturbed !Native Open Space in OSR Area 31.73 Undisturbed Native Open Space in MFU Area 2.05 Total Undisturbed Area* 33.78 Enhanced/Revegetated Open space in OSR Area 4.34 Enhanced Open Space in MFU area 4.82 Enhanced Open Space in MFR Area 2.86 Total Enhanced/Revegetated Area 12.02 Total Open Space Acres 45.80 Percent of Open Space 77% * The undisturbed native open space will be placed in a Hillside Protection Easement. ii Disruption to Neighbors As compared to the existing zoning, the proposed uses should have less of a negative impact on neighboring properties for two reasons. First, the crest of the hill will be brought down from 1,993 feet to 1,963 feet with the tallest building being 40 feet above finished grade, which is a net 10 feet above the existing hilltop. This compares favorably to the 30 foot height over natural grade presently allowed which could allow a building sited at the hilltop 30 feet in height above the existing hilltop. This should preserve some mountain views to the east that may otherwise be lost under the present zoning. Secondly, the proposed plan is less disruptive to the quiet enjoyment of properties on all sides of the Property. The residential use will generate less traffic, less late -night noise and less light glare than a large conference hotel. Please note the conflicts the Copperwynd Resort and Spa has had with its neighbors who have complained about noise and light from late -night events at the resort. The proposed use should be far less disruptive in this regard and far less visually -imposing on the land (clusters of 1-, 2- and 3-story buildings instead of a massive 5-story facility viewed from points south, east and north). The exhibit on the following page compares the existing conference hotel plan to the proposed multifamily plan. DAYBREAK — Planned Area Development 32 Exhibit 15a - Conference Hotel Plan vs. Multifamily Plan Visual Comparison Shea View Existing Zoning L-3 P.U.D. Commercial Conference Hotel Plan (5-story, 1,400+/- long contiguous main building) Proposed P.A.D. Residential Multifamily Plan (1, 2 & 3-story, buildings with massing and colors to be less imposing on the landscape) DAYBREAK — Planned Area Development [«C3 Exhibit 15b - Conference Hotel Plan vs. Multifamily Plan Visual Comparison Palisades View f View [oolong + from I'alkado Existing Zoning L-3 P.U.D. Commercial Conference Hotel Plan (30 feet height allowance over natural grade) Proposed P.A.D. Residential Multifamily Plan (Crest of hill lowered 30 feet, 3-story building 40 feet in height from lowered grade) DAYBREAK — Planned Area Development 34 Exhibit 16 - View from Entrance to Summit Estates Op +-�.�'�.. �-_ ..f�...�a-.-�`--':�-�- Asti,--�.siM:-?.;s�•-�; Exhibit 17 - View from Entry Road inside Westridge Village DAYBREAK — Planned Area Development 35 iii Land Use Compatibility The proposed plan is exclusively residential, which is compatible with uses in all four directions from the Property. West- Summit at CrestView, a multifamily -zoned (M1) property for 68 condominiums immediately across Palisades from the Property. North - Westridge Village, a single-family zoned (R1-10 P.U.D.) property for 69 residences adjacent to the Property. The proposed improvements will have 400 feet of OSR open space between the Property's buildings and the closest home in Westridge Village. East- Palatial Estates, a single-family zoned (R143) property for 17 residences. The proposed improvements will have 1,800 feet (1/3 mile) of OSR open space between the Property's buildings and the closest home in Palatial Estates. South - FireRock Country Club, a planned residential community (111-18 P.U.D.) for 379 single-family residences, 229 multifamily condominiums and a golf course. FireRock is across Shea Boulevard, a 300-foot wide thoroughfare, and partially hidden from view due to the rolling topography. There will also be 550 feet of OSR open space between the Property's buildings and the Shea Boulevard right of way. D. Design Philosophy & Environmental Quality The general design philosphy is to create a sustainable and timeless built environment in harmony with the natural landscape with broad appeal in the local marketplace for residential dwellings. To this end, designs will incorporate the following objectives: Site Design Considerations • Setting asside and preserving over 50% of the Property in its native state • Siting structures along axis points which follow the direction of the natural terrain contours • Terracing building pads to conform to existing slopes and maximize view corridors • Concealing cut slopes with buildings where possible to minimize the visual impacts from Shea Boulevard and neighboring properties • Salvaging trees, saguaros, ocotillos and other natural vegetation for integration back into the landscape • Balancing excavation to minimize the import and export of native soil DAYBREAK — Planned Area Development 36 • Reusing natural material where possible for aggregage base for driveways, rip rap for erosion control, and boulders slope retention and landscape features • Burying all on -site utility distribution lines to enhance the visual appeal of the improvements • Following a rigorous storm water prevention plan with Maricopa County for erosion and runoff control during construction • Common areas for gathering and recreation will be sited in internal locations or screened to lessen impacts to neighboring properties Building Design Considerations • Blending a color palette of the built environment with the colors of the natural environment to give the improvements a less conspicuous appearance • Utilizing an architectural vernacular tailored to the desert climate with wide eaves for shading • Mixing building materials and muted colors to break up structural masses and add visual interest to buildings. All exterior surface colors shall not exceed a Light Reflectance Value (LRV) factor of 50% • Stepping buildings in areas where slopes provide opportunities to create a mixture of 1-, 2- and 3-story elevations • Reducing parking areas to pick up efficiencies and reduce asphalt paving • Breaking up and concealing parking lots with garages and shade structures • Incorporating EV charging stations in parking areas for electric vehicles • Utilizing predominantly low-water use landscaping • Utilizing shielded lighting to observe a dark sky policy • Utilizing Energy Star® rated appliances and low -energy -consuming LED lighting • Burning wood in fireplaces and outdoor firepits will be prohibited DAYBREAK — Planned Area Development 37 E. Landscape Of utmost significance in the landscape plan will be that the existing 36.8 acre OSR area will remain in its native habitat condition except for a 3.8 acre portion for driveway access, utilities and drainage improvements. All site improvements will be complimented with landscape treatments of native trees, shrubs, cacti, succulents and ground covers. The planting design will establish a visual link between new construction and the surrounding natural setting in the adjacent OSR zoned area. The landscape strategy will be designed around three primary treatment zones consistent with the town's standards. These three zones will include 1. Native Treatment- areas set aside for preservation and open space 2. Transitional Treatment- areas along streets and ROWS adjacent to desert 3. Enhanced Treatment- areas immediately surrounding new development Each treatment maintains its own consistency of character while sharing plant species and design elements to create logical transitions between landscaped areas. These differing treatments are designed to enhance the native landscape and maintain a unified theme. Transitional treatment areas will include revegetating undeveloped disturbed areas. With this revised submittal, the landscape plan has been enhanced with a landscaped pedestrian promenade bisecting the main parking area of the MFU parcel complete with perforated pavement where vehicle crossings occur, additional plantings and turf areas along Palisades and at entrances, a meandering pedestrian trail around the MFU perimeter accessing the main amenity area and a roof garden atop the main MFR building. DArsREAK— Planned Area Development Exhibit 18 - Landscape Plan (1 of 2) 38 ee dft r � � 1 IL �� �� ��` �. '.Yk •a) w i i �� k� ; ��' �� � Up �d 7 T � I fi� �� .1� .�.f � � �aP ai al .:f "r ��/ 3b r y ji �y 1; � C'y t l S � � S ,� i�jj ' i ff � i � ff � !a•�� 1xF/ V� ¢ 'y{f� �` ji{ � .� �j � y .+ 1� . �q� L ja{r�e Y � y� SOO 0 00011' i DAYBREAK —Planned Area Development Exhibit IS - Landscape Plan (2 of 2) f zy s< =z s rtq�d �� a _'a . gg � 6 a t 's l2F[l•� `p s ad O - a u � •o � �� slit c � S %P��S� + � I► ., z N T .h 7b�@,ls�R TK n i9iji Yyf�;�ig:� fig. o' �h fii DAYBREAK — Planned Area Development a Av 41 V. Community Facilities Impact The current conference hotel plan contains 250 hotel rooms and 36 attached residences. The P.A.D. increases the number of residences and eliminates the hotel and conference facilities. The revised land uses will result in a net decrease in overall developed improvement area and reduced negative impacts to the community at large in terms of noise, light pollution and traffic. The P.A.D. will increase resident population in the Town and who should be demographically and economically diverse attracted to the mix of housing product between the MFU and MFR prod uct. A. Traffic The total two-way traffic count on Palisades at the Property is approximately 14,000 trips per day with 750 per hour during the PM peak hours and 455 per hour during the AM peak hours. According to a traffic analysis by CivTech, the proposed improvements at the Property should add 2,668 trips per day (19% increase) with 184 per hour during the peak hours (25% increase) and 159 per hour during the AM peak hours (40% increase). CivTech concluded that the impact to the level of service on Palisades Boulevard is minor and recommends only minor alterations to the existing roadway per the following conclusions by CivTech; • The four MCDOT criteria for determinig the need for an auxiliary right turn lane at the site driveway are satisfied and right turn lanes are warranted at both site driveways. • Combining the highest peak hour southbound left -turn volumes into the site accesses and the volumes of through traffic during that same peak hour, a left turn lane is warranted at the suthern driveway, but not the northern driveway. • None of the required auxillaryturn lanes requires more than the MCDOT minimum queue storage capacity of 160 feet. • A traffic signal would not be warranted due to low outbound/exiting volumes approaching Palisades Boulevard from both site driveways under both the minimum vehicle volume and the interruption of continuous traffic warrants. Please refer to the Traffic Analysis by CivTech in the Addendum. DAYBREAK — Planned Area Development 42 B. Public Services The Property will be served by Epcor for water and the Fountain Hills Sanitary District for sanitary sewer. There are existing fire hydrants on Palisades at the Property with high pressure that will be reduced through pressure reducing valves to serve the Property. Epcor has reviewed the proposed plan and has issued a letter confirming that the development is located within the area encompassd by Epcor's Certificate of Convenience and Necessity as issued by the Arizona Corporation Commission and that there is adequate capacity for the proposed plan. Please refer to Epcor's letter in the Addendum. There are four active sewer manholes in Palisades at the Property that may be used for the proposed development. The Fountain Hills Sanitary District (FHSD) has also reviewed the proposed plan and has confirmed that it has sufficient treatment capacity at its existing wastewater treatment plant to serve the development. The district is currently performing a study of the entire Fountain Hills sewer system to confirm and re -calibrate sewer line capacities downstream of the development. Once this study is complete in 2019, the district will determine if any improvements will be required to the downstream lines for adequate conveyance of sanitary sewer to the plant. Please refer to the FHSD letter in the Addendum. Fire and ambulance service can reach the entrance of the Property within the prescribed maximum response times from both stations existing today. A new fire station at Shea and Fountain Hills Boulevard ensures service to the Property to be well within the optimum 5-minute response polygon as determined by Rural Metro per the map below: Exhibit 20 —Emergency Response 5-Minute Polygon Map = 5-minute response limit for the Palisades Blvd. station 5-minute response limit for the Fountan Hills Blvd. station DAYBREAK -- Planned Area Development 43 C. Environment & Sustainability Sustainable development is the organizing principle for meeting human development goals while at the same time sustaining the ability of natural systems to provide the natural resources and ecosystem services upon which the economy and society depend. The basis for any strategy for sustainability includes an understanding of the land, resident culture, long-range regional growth and market preferences. For the proposed development, the strategy is guided by the notion of a "soft touch on the land." The more natural environment can be preserved and integrated into the lifestyle of the development, the better chance the development will have to become vibrant and secure a sense of timelessness in the marketplace. To this end, the P.A.D. will incorporate these design elements: • Maximize non -disturbed area beyond what the local codes require • Shared entry drives and reduced parking areas reducing the "heat island affect" of additional asphalt paving • Site buildings with primary axis directions that conform with the directions of predevelopment slope contours to minimize exposed stem walls and present buildings in a terraced manner where the finished topography appears to be an extension of the natural environment • Enhance open space areas with low water use plantings and indigenous fauna • Reduce the use of retaining walls where possible and soften and stabilize grades with plantings and boulders • Architectural design themes and muted colors intended to blend with the natural environment and reinforce the southwestern culture and compatibility with surrounding design themes in Fountain Hills • Grading areas of the Property to optimize mountain views D. Commerce The higher resident population with the proposed plan compared to the current plan should produce a greater positive impact to Fountain Hills merchants. In particular, a Fry's-anchored neighborhood shopping center nearby to the west on the south side of Shea Boulevard should garner the largest positive impact. The center has languished in large part to the lack of residential density surrounding it. Few in -line tenants remain, and based upon the number of cars parked at Fry's, one can easily conclude that it is operating below its peak potential. 400+/- new households at the Property should have a positive impact on retail sales at the shopping center, especially as compared to the current hotel approved use which typicaly has little positive impact on grocery stores or neighborhood -oriented suburban retailers. DAYBREAK — Planned Area Development 44 VI. Phasing Plan The Property will be platted and developed in two separate residential parcels in a logical sequence given shared access points and mass grading that has to balance between the two properties. MFU Property & Entries Begin End Description Comments 2019 2020 Design & Permitting CO preparation to follow P.A.D. approval. Duration subject to Town reviews & approvals. 2020 2020 Water Utility Access Water service for dust control and plant salvage Across Palisades nursery subject to encroachment permitfrom Town. 2020 2020 Clearing & Grubbing Commencement upon approved permits. Construction entry to be at Property's northern access point. 2020 2020 Rough Grading Work to likely proceed in a north to south manner with staging near the north end construction access. Note the MFR Property will partially obscure this activity from Palisades Blvd. 2020 2020 Wet & Dry Utility Lines Includes minor work on Palisades to access manhole(s) near the north access point. Unlikely to need natural gas. 2020 2021 Construction of MFR Vertical buildings shall proceed in a north to south manner. It is not anticipated that any buildings will be occupied until all parking lots, the clubhouse and and the main entry at the southern access point is completed. Some apartment buildings may be in a state of construction when the first residents take occupancy in finished buildings. 2021 2021 Construction of Southern Includes final looped water connection, drainage Entry retention, sewer lift station & force main and alterations to Palisades for turning lanes at both north and south entries and sidewalk. 2021 2021 Landscape & Signage DAYBREAK — Planned Area Development MFR Property Begin End Description Comments 45 2020 2020 Design & Permitting CD preparation to follow P.A.D. approval. Duration subject to Town reviews and approvals. 2021 2021 Clearing & Grubbing Commencement upon approved permits. Construction entry to be through MFU Property at the north end. 2021 2021 Rough Grading Excavated material to be placed in the southern entry area for construction of shared access with the MFU Property. 2021 2021 Wet & Dry Utility Lines Includes receiving sewer force main from lift station near southern entry. 2021 2022 Construction of MFU Includes all on -site parking and sidewalks Main Building 2022 2022 Construction of Construction completion to coincide, or nearly Townhome Units coincide with completion of Main Building. 2022 2022 Landscape & Signage Proposed phasing of the development may accelerate or decelerate due to market conditions beyond the control of the Applicant. DAYBREAK — Punned Area Development VII. Addendum 46 DAYBREAK — Planned Area Development A. Plat •, .,`r.� VNOZIbV 'SIIIH NIViNflpj QnlB d3HS'8 QAI9 S30F/SIINd Jp 2fRN'dOp iSH3HlaON yib3218AbQ 9r,rrrao�a� a,o rsolxana<SNOD nano�aav �or� -r, ` w `' } � a Ln M 4 Q l w4 4: g w (Lczcr Q O z O j� X y� 7 IVId WNW - VN0218V'SIIIH NIVINno:i twL8131 NO113MIGNOD ZL3AT3 V3HS V OAIR S3(VSJIVd:0 H3N800lSV3H.Llf0N 0� MAO-A.14V ION R.F. `ksl uj .... ....... .. J..,- ........ ��� �-� � s��. LVld lVKi'a VNOZIUVSIIIH NIVINnoi ON16?l0'�2J Ao Nolan��eNo� ' .` Q1118 t/3115 b' fl/1l8 S3QdSilVd �D 2l3NUOO 1SH3P18ON ?lo � i�d�s/ida CiaAOY EdV ION m B. Circulation Plan ml L LD*Team LAND DEVELOPMENT W— 6W 1* M DAYI�)KE-AK K01 I Ai JLA Bo lEn rINJ. Mr 60 Ll .TTWu aav C JKCL ILA I ION I't AN �W T." �l �P J, 116 Fu 1 iu I Fa - tlM 'M I iTill :75; k� W.Ca -etas LEGEND wcRfiE e55 L-J 5HEA, 130L)LFVAFo C. Master Grading Plan Ni_.C.OKNI_Ko l f �l..l��ADL. i.ry:yf 11-A /� - -.ter. }r- �t`trs:� `_ - •Q •--•--_ -- S 4 z LU r - %�41_~f 1 `l 1 . I 41 LEGEND EXISTING CONTOURS PROPOSED CONTOURS 5 POOT f.ETAINfNG WALE. L®Team > LAND DEVELOPMENT 3420East Shea Boulevard. Suite 7S6 Uixe602.3965700 E<y , PhWWK, ALSZOna 85028 Far602.W5701 D. Copper State Engineering Cut & Fill Slope Opinion COPPER STATE E ENemmNC, INC. .. I ti I L 6 E 0 T E C H N I C A L- S E R c'• I C E S January Zia, 2019 M. Jeremy Hall ygh p"Merests_com Hilltop Vista Pmperties 602-421- #8 14550 N. Frank Llayd Wright Blvd., Suite 100 Soattsdale. ,Z 55260 Subject Daybreak Project Preliminary Cut and Fill Slope Suggestions [daybreak Project t Fountain Hitl , Arizona CSE Project 4601 Dear l'Jk_ Flab, Copper State Engineering, Inc. (CSE) herewtth submits our preliminary suggestions for cut sloes at Ilse above felerenced p"ect. We understand that cuts as deep as 40 feet ► 1l be part of the proposed new construction at flue sine. The approxi to area of the site is shy in U-se aerial photo below. Some street views of exmbng road cuts with some greater than 20 years old, on the souM and east sides (yetkyw 3nows below) of Me site f>on w on the next two pages. "•• sti. si4f ,.YrF }fir ?,w • .�. `� ' � ,, • ' �t�*� � � k L � ' .�•-��,-- �. .. f •' "R � it 1%21 N 91" 5rrW,. Suite 104, SCOQT dale, Tic 85760 Phone (0) 368-1551 Fax 1480) 368-1556 I Dayt)teak Project Preliminary Cut and Fitt dope Suggestions Daybreak Project - Fountain Hills, Arizoma CSE Project 4601 Photo below. Shea Boulevard looking NE at existing road cut. r, ._� .. •� ,� �_ � mow. ._�. Photo below: Shea Boulevard JooN ag NIN at existing road cut. Daybfeak Project Preliminary Cut and Fill Slope Suggestions Daybreak Project - Fountain Hills, Arizona CSE Psrject 4601 Photo below: Palisades BoWevard Wking east at existing road cat. Photo below. PalKades Boulevard looking SE at exis*�g road aA.. 3 Daybreak Project Preliminary Cut and Fill Slope Suggestions Daybreak P"edt - Fountain Hills, Arizona CSE Project 4601 CSE reviewed) a geotechnical investigation report for the site prepared by Western Technologies, Inc. (WTI) dated AU9US1 19, 2005 (WTI Job No. 2126XF186). included in the 2005 W'rI repw were eight new test pfs and a summary of seven refracthre seismic lines run in 1999 on an earlief WTI job (2129JC244). Offer exppkorations Worn in 1999 are shown in the lute below but not discussed in the 2005 WTI reporfing . The approxi► to locations of the 2005 test pits and the 1999 seismic lines are shown in the figure below. 1 s y� f&JW^ft fe i I +e SCOT • • 1 I�MM � i�.4e i.A �. it 4 Daybreak Project Preliminary Cut and Fill Slope Suggestions Daybreak P"ect - Fountain mills, Arizona CSE Project 4601 CSE was asked to review this information retatrve to development of preliminary opinions for fill and cut stapes in the native cemented soil formations at the site We understand that cuts as deep as 40 feet are proposed. The seismic v0xities from the WTI 1999 testing were reported as fol[ows" the tollmWng teWo Irtta the dOpth o€d the grated mnWassion wavir velar. Lila Sn"Unttrad In to sewn INGI&MIC su Imes pertanTod dtins ow VrOVIOUS la"Wan Mr octobo of 191ie. Our field a ulp~t wu odwted to gather data to 0601hi of 10 to 111 test: beitrw the arming ground errrtwA. 99Tg11dTED CUMPFOSSION WAVE MOW" AND LOOM ION no" ���lucs 40.7 fame SSG tUsec, it MC11Wet detnee 001 Line 1 >A7 NM 1920 Met, donee to V" donee earnrttad IO ".6 feet 093 ftleac, nrnetdler M dense st►i t i*ra 2 >0.E toot 221* fUsec, donee to very dwW oemeoted eon 6931ueor') irnerlkm d.rreer eo�i v f 0 We 3 ma-9,1 feet 2250 his ee, denor to woo earMae cer t+ed a* > 0.3 feet 44a4 lt/UC, vr,ry CWM 04r4W C11MOVIOW ant to FOO ti14 (rat 110U �Mc. mdim" dense to deove coil Lim� 1.3 feet 2438 N"e, den" ee WY 4WSS et"d ON i-1.5 feet 3B irj"c- roedWm donso loll Line 1."J fee 1462 ftim. dernme nVid"Ildly COrnentlkt 66C i9.3 too 2105 lose, VMY dlarwe 4*M~ OR 862 Mmoc, meftm dense oal t3-1.7 resat Uner'a 1.2-5.5 feet 1bbd Vim. dMee MmilsrdillY 08mdM41d 401 >6.5 feet 2002 ftisec, v" d!>fw camalted SoR g15111116c, Modem dare ao-t ".l1 tort Lim 7 >D.I! feet 12252 #t/eac. **air to veryr+denele eeremeated coil Daybreak Project Preliminary Cut and Fill Slope Suggestions Daybreak Pr*c1- Fountain Hills, Aftwa CSE Project 4601 Site topography and esOmates of exisltng site cut and fig slopes by Me LD Team are shown the figure 1 Now 4t' � WCCATTKOr"Al sr'It OeA i1fIC -%Oft lit 33% CM 3 f 3 3% to SM 025% to 1150% a Ism LD-Team +�SM� f2C�C;i3Ph{C�11 aE notes- 33%= 3.0.1_0 (Horn to Vert) slope 50%= 2_0.- 1.0 (Hon to pert) slope 66.7% 1-5: 10 (Hopi to Vert) slope 10a% - 1_0 : 10 (Horz to ven) slope ISO%- LO : 1_S (Hart to Vert) slope 6 Daybreak Project Preliminary Cut and Fill Slope Suggestlons Daybxeak Project - Fountain balls, Arizona CSE Project 4601 CSE DISCUSSION Rased on out review of the provided information, CSE belies that cut slopes at the site in a range of slopes from (2-0 : 1,0) to (1.5 : 1.Q) (honzontal to vertical) can be considered stable for the upper 10 feet of cuts into cemented sandiconglomerate rock site materials in the investigated portions of this sit. This material would correspond to the more cemented materials that the eight 2005 VVTI backtm test pits encountered below backhoe refusal depths of one to two feet. In the more cemented areas below a depth of 10 feet, steeper cut skapes at the sate on the order of 01 5 : 1 0) to (10 - 1.0) may be shown to be stable with addit onaI site i eotechnlcal investigative work - Fill slopes Constructed with on -rile materi.als as step as (2 p : 1.0) woulid to cons4ered stare as long as they were placed. compacted and tested to requirements of engineered fill, placed over horizontally benc"M tW stable foundation materials. and maintained in a relatively dry cortdttion free of: significant erosion after constructim. Additional sate investigabon vvo(* would to necessary to provide more precis recommendations for permanent cut and fill slopes at this site. CLOSING CSE's suggestsions are based on the MsuttS of the pretir inwy review to date. 'We resetre the right to expand or amend the suggestions, as additional information becomes avaitaable. Reliance on this letter Is subject to the =ctwed General Provisons. Please contact CSE with gums or comments. Respectfully submitted, Copper State Engineering, Inc. Ism - JAMrs C3 OFA 1-NPAD i J David Deatherage, P.E. Senior Geotechnical Engineer Attachment_ General Provisions General Provisions For enjine*mf work pwfornsta by Coppw Mate Engineering, Inc (ENGYNEEERy for (CUE147). Paynntent provisions CLIENT w4h retake payments due to the ENGE ER fot seniKes and expenses within third (W days after receipt of ENGINCER's stw*rnern The amount due ENGINEER will be increased at the rate of one and pne- hanr p,rtront j1,5%1 ape► Month Srnm caul thonv#th (3 day, and inaddition, ENGINEER may, after Ong severe (7) days' wrv"en notice to COUNT, suspered serences under this Affeement until ENGINEER has been paid in full ail amounts•due for services, expense s, and charg#s. CLIENT woo reimburse €NGINEER. f®f reasonable Atturney fees should collection be nice UtV Te-rrni►mticn The obligaRiart to pruvide further sa?re m urtdier this Agrtenwr mi may be tefta awed by *Khw pwrY upon seven (7) days' written notice in the evei t of subtcantial failure by the other Party to perforin An aeeordame with the terries hereof through no fauit of the x+ minxiinL pany, in the event of angr t"Mingbon, ENGINEER wdl be pair! for all services rendered to the date of twmination, all reimbursable evpense, and terretrtati on expensese ContriAlI ng Law Yhts Agreerniint is to ba govewwd by Ow low of Arizona. safety MINCER is resporniWe for the safety on site of ate own enillAvjees and subcontractors- Nedtier the prtafesskmal activia" of ENGINTEP t, ernp"s and subcontractors &aA be construed to imply ENGINEER has any rest onsdiility for any aetimies an ske performed by perumnt4 other than EhNGINEER's e"Vlowes or subcmtrmtors- 1EmirohnWraal Liability Prowiu an% CLIENT agrees To defend, indemnOy and hold ENGINEER harmless from any cla % liabdity od defeme Cost for in,ury or floss sustained trf arty Patty dire to any hww6o t; rondrwn that E:ANG]WER alteredhy Created or permMted to exist at the sate if such cond6on is softly attributablo to Cl Im 1" s arc` nt or aaactio". CLIENT vein nut defend, irrdemr0y, or hood ENGINEER ttwmiess in regard to any Vatm, liatAdy or defense Cast for irt*m or doss sustairted by any party due to any hazardraers condmon that fWINi=ER allegedly created or permitted to exist at the site if strth exposure is IntributabW to Ilse rite or Bite Rionral of ENGINEM In such circumstance, ENGINEER agrees to to*ly beer all tam of the Claim trnd dwkgnw Standard of Care Service le'fbrmedb`yENGINEER under this Agreement wall be• cor'duCted in 9a e7iamer tonsrSWt wnh th At lesrel of Care and skill ordinarily Lmercised by rteembers of there pectossion cunextly practicing under %amilor conditions_ No outer warranty, ,express or implied, is madee. Umirtatii m of Trty The CLIENT agrees to Emit EfilG NEEfR's frabiifirIf to the CllENT *nd act torrxtdutvon Ctxnrarton and subamntractmrs on the Project aritng from pro fesstor►al am errors or omissions, such than the total aggregatre laaNlity of ENGINEER to all those marred shall ntm weed the fees received for the services, kwur3rice and General #lability ENGINEER represents and warrants that it and its emplow#s by it are ptotetted by wwkrnrP's compensatirtn insurance„ and that ENGtWF- R has Genera'. Liabifity Insurance of One Million i3ollan E. Master Drainage Plan Pre Development Flows (1 of 2) C: DI (, ,-- PKAINA(,111 . FLAN Pre- eveIownentMows ' Bert III or Ooncp ntratlon Pent Q2 {CM tiro ( 01Do (c1s) . 1 41-14 _ (C.; `s -j�" r 64 F] a y F;O 2197 Aga IF 7, s.� Ari 70915 '+x A 7 142 �� 4, .Ae. 2 ZA pig}, +2� A i Uu 59 :�►i , 'Yl 45 4341 RI 2F-,4 41 46 1: 1 19 212 1141 L 4 C1 24 81111 11 �i '9 115 38 1:? 37 iP 4rj 49 a_I Ei1� 1 i I iy(1��ys2F�!1 w F31a 57 1 r I 1� -4 l: r B '14 M F, 7 49 �55. 9' 923 150 1 t 7166,q Pre Development Flows (2 of 2) LEGEND i_ AXi �. Cx3�iaHG pA�IN ReAlSC�. It14 - !; ULD-Team 1 {i LANE? UEVi.L.OPMENX � •...�,.-sr�'^• - Post Development Flows (1 of 2) ..---_.___......_... Basin IC or Cattcffrllratian Point Pre Devel mer" Flours _... �!_ _ .. Q2 (Cleo 010 (els) Dino (G%) _- _ Badn 1[}ar. Concufitratio Paint 1 _ 02 It: W 1''ost 6crea lnprn4nl 010 (cps) Finws .,._.. cico tdi 4 ....^. 'Overflow out of $I.nrm Drain tetaj _ _. TotaF Oioo fcfsl Post-Dev mtntla Pre• Dev lcfsj A l _.. A? A3 A4 AS 41 0 14 C 7 66 2.5- 1.3 e t` 0 a4 Al r - }+A1 ? �vPA4 _..... PA5 w� 41 �y .:, 1 1` 4 i Fe i i"; _.. _ �Q a.-. 15 9 '� _9 d d4 A7 g 5� _ 4i -. 29 E47 9T __ �7 Do p 0 41 $ 17 9 73 f3 17 9 32 8 ti7 8 _67 00 __0 7, -i AB 52 95 _ ?0 PM _ A98 339 r P'A8a 162 29.0 88 6 s § $ M 4 135 A7 f4 26 44 14 -24 - ^^ _-39 - 9.2 a-_4.2 .._ V0 AB 24 3.9 92 Rya A10 rS9 3 _ 533 1D56 1027 # 241 7 23r1.D PA; 62.2 97 7 714 7 82 2224 -19 3 PA10 �48.0 i37.4-211.9 200 -231.9 -.7.t A1' All, _ _129___ e2 _7 _ 23C 434 f 11 7 2 Y22 Ati NA12 126 _ 57_$ 230 `.._. !OS_ D � -. 434 247 9 3ii 0 �. 434 :87 9 00 -4.4 41 I 95 81 Z 5 ..� 4: 9 6.._ 9.8 -- ---0 5- B2 1 12 2.1 34 B2 12 00 63 15 26 42 PB3 14 26 4 1 41 d3,1 t}4 - '$5� d1 0.2 06 Il4 _�5 01 02 b& j 06 00 tti8 191 i 374 f1[i 4Ci'� 4,1 _- Gt - 37.3_- 66 57 _. 9.3 179 - Be ��a_ ,1 _.0.4 t79 179 00 617 04 0.7 }d _5 _43 U,Y�. 1.0 r_, 1.0 0.0 Be 88 121 14.7 - 196 245 i 383 - 498 Be 1`B9 03 1-4 04 23 1.0 S.S - - -34b 1,0 25.2 -374 74-5 810 12 t9 30 810 12 - ice, 3.a 3.0� 00___ #ft+ 90 160 300 all ®0 i3{j` M6 306 0 1312 G3 08 i79 812 03 0C, 0+) 09 ^, 13 9 9 177 33 1 61- 4) a 177 331 13, 814 21 3 3& 4 61 2 pB1a 120 220 44 7l 1 106 7 1 F n1S 29 40 _._�-w $a 3 pi5 29 48 q 33���10 3 ale 2.2 3.8 1 5 9 816 2.2 3 8 � 5.9 .�.-.- -..i4._1.9 .. ilia _ - ilia -Bi51 0$ G.3 1,4 D.6 k 24 �_ 13 017 1316 08 0.3 14 0.6 2.4 1-3 2.4 1.3_ 010 jr >> 93 " 2 -109 51 9 i-- 3B0 _-- 1 * A 019 PB29 - 93 .. to 5 t59 j 35 " x0 -7 2 _ � 3 s 1 360 43 ' 00 hS] 5 2' 022 `7 _ 4`_ 5f} 141 �- PB21 15,322 ?fy :4 1 i... 4> A 1 75 011 n i59 21 7 8a 335 7 ... 675 1f, 9 f32 i ;: 7 7fi 7 Y£110 lyl#23 : (} ? S: 1 :37 7 i •21 7 145'i >A:J 4 f.:f•.Aj� N'" 192:1 4461 CP-PAt3 59-5 i 167 a 392.8 °1 7 191.7 .. Post Uevelopme nt f taws Balm ID or > "�;o ="ffloo in roe ConcerarvionStorm (rant Qv@rAow to Point 02 (cla) Ole (clsl 01DO fcfs) ArN) Basin ill ri "3 11 4 15 1 F'2 tt 0 17 S 29.7 1 tt_6 ss_........-_ 1'4 ?S 45 4 2.9- ---- Wij T 35---- - ....-57...,,.. __ _. �,;;U P+ 07 i 2 30 08 _. I t5.p._ _. .__r$ 7 PFJ21 f'9 i i ;! 2 i 3 '" i 5 P821 P 1a 3 3 54 6 f1 3 5 4-;?, Pit w9 95 15.3 --...._ Pik -.. - ---102 --- ---3f13_--- -- 641--- 13i r•s14 5w .11 11.0 179 139 503 131) 214 214� - - SO4 14 f1 25 8 258 Si35 14s Y )tF ?` 79 Y� 306 - _-18.4 32 6 985___ �_ - SOd 478 393 393 • �� SEA 23 4 40 A 40 fi fiB 46 8 62 44 14680 10 t y 2#i 4300 i Post Development Flows (2 of 2) Storage Basin RB Storm Event Fit1�lx(isg�0.,ea N N ,, Flush t6Y..r l00.Y..r � z-How z+w�r E _ ti•are�e typo .t oa Fyrc'C v.i,.ef V JU l M suluc area itn,=tal OM I �e - Pwe 18 :,n tlesth T ,.t-1 p 9f! _ Rwpriw151,aapV.-CM CSFJ - 1'1 35C mrrrce.,Yr,rg[usys �xd __ _ j cr-nn:r ii¢`n ipeuram 5:ompe Gm a PdGd tl W UlY1 -- Total Srorap. Raquhetl [ee OW 1 31 3 ......•..T -. —_�._� U.r.g. Fr.vN.A f.e fe 2M !'tie ltl'ua.a� Pax1 Av. S 2 !.}fi R .•.•. "" vee,xt sae aoc ker mutt +n +�3? +'tn f�ts7r;y.•a yzrovtwe Vara•=.n r«afi, Fkwl.r� t9fi .�` 1G1:5 satp Gt Sras3e Storage oatav, y � � � �•F t0'OIA>1MV d t5*.M 1.M _,V N p y I O bw Pipe W W pipe{./.nets _ 8 T 1e";rang1Ixi •6 . —.eA a. i? 0�1 ,-y __G 1LTE.UL' '1B G33 il}t d • �t t acc tldZ fc o i V.d Sa' p _�'__ rm,x' aa� cot • owweanny se.rag. rorq r tt:e.wli F• ua .r x.; Batas a.i:,.;H t rkZ7 n Tmn l.1)1 Ct,n4..I1P6 Rem r1 .M Al— SAnxciP,:r. �,na-`rtn Sr[t ups tt¢ T, ai.P�.vr •ryn't{}"�C✓, ril :Y�[rn„h} ih Va,,,Ra al —+ Srs.Le r-]xage ,Went. . drag. 6tmgr Isla . d <ernrca m c na�n irk.-rrOalr9v mocv. us;+& Mxer !f�+rr. �a.m>n .'rloe.s 3 F,n14'luen r'f :p Rryairynl wn'i i a' IA«rsIC9 PF to :u waiq rpp. 4', Callh ,.d IL.,ti.n 11: V«5' ^ IWu :nrcyyl`, ,W Y�91 ^_ W..Y 541:;m ir�ar UUFlurW wlharYq�.xsr[rwr.,iill a:'al."a'uik+fepa �'r�L`ncxb 'ilrr+;�ll F. Master Water Plan 1-tAA 1--.K r ..\N NORTH EAST CORNCR OF PALI5A0117 5 & SHEA WATER DEMAND CALCULATIONS AVERAGE DAY DEMAND NIA IMUM DAY OEMAND PCM IaUR DEMAND BUILDING AINIUlING USACFI UNITS LAND USE UNIT 1GpD1GVUZ ••�S..FiC �OPNF3 GPDk �GPNI_ .A W 4GpMj_ q_ ..-,..24 - _. iVF.N I!.11NS;:.. hi+ARTMf N'`; .. dip ••. • ....., �a 40 10, 366122.-•••- B 3D _—.'Cl-. 4dIXi 7� d64 6D 1464b 102 6— ANAN FIALN(S �,tl� i6(F0� m'33 C� eta fi4d' lU __....._........_A __tl-BMl 6.640 _ ......�! 6 --.'A _ E 20 .._...__._ ApkFMEN3S _.__��- 2;p __-.. T....__....._.__. aEC4 33 __.............. g610 . 6:u 1A.C88 102 F .0 APARTMENTS 240 4 BZC 211 e.Ea11 E 5 ta.E38 102 G 20 u24 APARTMLNT5 2l`z 4 8CC 33 8 CAO G 0 Sd E&9 H APARTMENTS ;.Alia7!43� _ 40 10,38A 72..... t`E.'P _74_2 121 J 20 APARTMENTS I40 4 804 —.� 3 n,1i40 K24 APARTMENTS 249 m..Y a '60� — 4p _ 10 3t1$ �. ? 2 t7 6?s �1? 2 L CLUBHOUSE 4i0 011 610 06 F377 10 FA 24 APARTMENTS i49 S.iBC 40 1096 72__ S7.6cK �72.2 N 24 _84_ APARTMENTS 243 5 7FS 40 ]U.,S8B 7 2 t7,6_Z6_ 12.2 O AFAN RAEN13 _ ....f..:4] _ _ 2a.160 v 14V 38.2dR _ 25 .'� 61.@50 428 _ AMID P 30 LIVING 20 B 000 42 iar800 15 1a ?&4 120 . 8 .__..__6_ ATTACHED 2a9 1 44FF T O 2.se2 2 $$ 4 4% 11 s-o_._.. 2.992 ._. .__. 1.�_-.._ _..-4i - ]1._. -0 '__'i'7 -1T2....... Tor ..gym.. ..__,.r.1____.....�-.a..._..�.. A7sim LIEF7iu..--.. .__....__ b33'__._.._..F.L:_.'. f2... .._ 2.._.._.-APAIMCNTS.._.. 240 _.4 ..............3,1.._ .N4 - - C&.- - 146f,.... ... t.6 _. __. G3 -_...,._2..._....APAAV4FNTS 24.3 ._..1�1 _ _ ,...._. ....__ AnA"Ff"r-uFNTs" — -�r — 4e POOLS POOL 1 i 3 1,240 2 3 5 SC8 3 E TOTAL 400 9T,Gb0 6T.4 sTl,69p i2s,3 298,875 w "6,2 LEGEND WAI LK04f, (AU d` UNLL55 OTHERWISE 40TPD9 EXISTING 12' WATERLINE FIRC 11YDAANT S usSTING #I*f MPpRA.NT MIMMUM 2d WIDE FiRELANE Qr" 3IJFT PtWC1NG VALV . g z LDTeam LAND DEVELOPMENT 3420 East Shea&,Ae-,ard, Swtet56 MreW3%57[G Phoei m An=na 85028 Fax 6b2,346-5701 w•kw.LD-Tea corn G. Master Sewer Plan DAYf--'SKEAK �F-.WL.K FI AN _ Pa14 RF8VI1FNiipL _ •��y�_�� F(a(1Y 9EwER 7O>lEWpl Ep/La11J0 Pw£LLEM6'. Any! AREA ACRE AC I AM sue' AOF 1gTAL i Cum11yFW , A# 9t$; AI]F i YJUIYWA IIOOE RO[!E LANC IiSL LMTS - IIXI! (CCY TOTLF tlaipj IGA41 AUP,t ��' fOFAL 1 TOTAL ppF ASTRCI DAY FLOW .{ (�� I ILii 01 � 6 i tORIH =.15 I' 4 Af'ik I4SFNtS !I 'IS% 4 W+ 't:w•• +nF J'J s, f+ =321r •t 11 _ _ s3L5 }i5.4 i, - 1SlIk e.44 21 H W'ANS4,F NSb /a �12 inv. 3n:fi �'S tl/a2r 15 SP: c12 1? 1 MAjFI;SL k?5 :? •57 1W C11 LJ 0, :A6dw1VFM,R 24 '41 J0q i4µ'. 4TP t?43 x1i - - 1214n S T1F Y4 L5 - 1},afE 1142'41? 4t M) c11 L5 1. CLLEF.5S75F u: t,am ISl I.TII, 2:'L5 107 l5 Ltl 13 fifl FT42'4.1T s�67Y Lt0 L6 M AYRIarNL%M 14 f52 11139 549 6 4TA f aTA 13 ib Flt ..w L6 N R9'4-4IYL1. 24 t52 97..9 3659 4"•+ iiaP6 4S!f 14 Yj6 �'! IQ CS 4uA,i1H1 N,t S59 L'. 'KY aN11 4 4�" 1255 VW 4 1t 221 •ASrA - IF •+%u 7fl!1±:f if---- 1Nl 1:{1 7{3 17 tST 'Ti.; Gr:.fly Fbw 12 12 r_ .Ru AE1LO LIV4J: .. � � ,_ ._.. AS i ... fiery %H- _._.. mH i), n. [}! S7 h a'f1FnF `L1FNt YnP' 1µ t9T ,R an7 17 wrf IF43 ?755 •1 57171 •2 19 17 W, YjST R1', - - T1 tsa R V b+P 41• ,!p 23T.6 1, }785 1a26= 7374 41, is 317 10 9 11i'm 416, Ic 7�JPy .t 4 U !.`VWLNV.NfALik1 4 35I E!0 GIG , Y ... 4 I, 2 r!A a 16— 2^t 41, TJ lip - ..s I, tows - rJ : 'FM'4 of •6x MAIAx` R.. �_•� A1F _ ,iv - "74 it ;�F74 d11 ._. _ .. rlifi 7-A a - 4y?C 2574 f t1 flt )g1 11 1k1 n 4 4rWt1ltf r•1S ?] 152 1:91!r 4,� un ,PaM1 4J+ SS 7l9 �,3 •M1 1T 43'fi+ii,l'/dTB ^ •17 Eyt �' 4A a0 44� Gq •s ,l59 E".i IS G4 FPnRN,IFN?5 ? 152 JM ifi! ][Y 4 11 � •^• 7 9 4 Sliq +519 '9 14 - des+ ?9 442 Y.60a 14 955b 415 442 ]q T99 tf., 41e is yy3 i 1 Gi'_9 Er' 4! 0Y.Y i.4 J U pYA1111fL 1,tS J, rsf IU9 3644 J4x +:41" 421 /2 FL•T .. 1GL.1 a IP - - np aTe CY A3 G1 AF,A IE9FN95 Z's =52 a;•= 43P%= "-24 •„'s4 a3 33114 221. f1 e 142 .AA,, 1:1 •y. !ryN n..14 i1C +ta lru ' iK Hn 1P'-w• — 75, 4 4 IL STl'I11: LEGEND EUI INDICATES SFd.'MINF ClEAHO,IT NUMflFR O'WICA.T[g MWrkt»a£ S.lA"C3 5 NTWj%UK O1-V'CATE5 tTwERL'NE FA*%,#O E5 4(>N1R15UTINCi 10 LSPT j1Al sU. KlF.CEN 4 : EMKLJNE {All Cr UNXE!10TTTfKVY19E NOTED} — �.. F&!b i&G 12, s£MRR 4m �! LD•Tea m LAND DEVELOPMENT 3420 E�l Shea i69Y6pmcl. 5Wt T% office 60P 3965790 1,EIAem Ah2ma R5076 FU 607,3%.5701 H. Utility Company Letters 2n5 VVE-t ► omade Peak hied, S( f- _VR fl5f)27115l December 27, 2018 Sent via e-mail to: Jeremy Hall at igh@phxinterests.com Re: Will -Serve Letter for Water Seavice APN 176-14-560 Dear Mr_ Han, This letter is in response to your request to EPCOR Water Arizona Inc, (EPCOR") regarding EPCOR's willingness to provide water service to a proposed 4004 unit multi -fancily development (the "Development") located at the northeast corner of Palisades boulevard and Shea Boulevard in Fountain Hills, AZ, as shown in Exhibit A. EPCOR provides the following information for your consideration: I _ EPCOR has confirmed that the Development is located within the area encompassed by EPCOR's Certificate of Convenience & Necessity ("CC&N") as issued by the Arizona Corporation Commission. 2. Water service to the Development tyy EPCOR may be conditioned upon developer entering into a Main Extension Agreement (an "MXA") with EPCOR in a form acceptable to EPCOR, and upon developer fatly performing its obligations under the MXA The MXA will provide, among ether things, that developer will be responsible for constructing at its cost all water main extensions necessary to distribute water from EPCOR's existing system to the individual service fine connections in the Development_ The design and construction of all such main extensions will be subject to EPCOR-s approval, acid ownership of the main extensions, together with related real property easement rights, must be transferred to EPCOR prior to the initiation of water service in the Development_ 3. Based on the water service currently provided by EPCOR in the CC&N, EPCOR will have adequate water capacity for normal use in the Development upon developer's fulfillment of its obligations render the MXA 4 Developer will be required, as a condition to EPCOR providing water service to the Development, to pay an required fees pursuant to EPCOR's then -current tariffs and as may be provided in the MXA. This letter assumes that construction of the main extensions within tt* Development will begin within three (3) years after the date of this letter_ If developer begins construction of any water mains in the Development or any other water service infrastructure intended to serve the Development without, in each instance, the prior written approval of such construction by EPCOR, developer wall be proceeding with such construction at its own risk This letter does not independently create any rights or obligations in either developer or EPCOR, and is provided to developer for information only. Any agreement between developer and EPCOR for water service in the Development must be memorialized in a written agreement executed and delivered by EXHIBIT A Location of Development FOUNTAIN HILLS SANITARY DISTRICT 16941 E. PEPPERW001) CIRCLE FOUNTAIN HILLS, AZ 8i268•2901 TELLPI TOME: 480-837-9444 I-AX: 480-83 7-0819 www.azAllsd.gly Mr. Jeremy halt Hilltop Vista Properties 4515 E Palo Verde Dr Phoenix AZ 85018 January 30, 2019 Re: Daybreak Development, NE Corner of Palisades Blvd and Shea Blvd Mr. Hall - The Sanitary District has received your request to confirm the District's ability to serve a proposed development for the parcel located at the northeast comer of Palisades Blvd. and Shea Blvd. The information submitted includes a conceptual layout and request to serve up to 400 multi -family residential units consisting of apartments, independent living units, and assisted living units, Based on the proposed type and number of units, the Sanitary District can confirm there is sufficient treatment capacity at its wastewater treatment plant to serve the development up to the proposed number of multi -family residential units. A preliminary review found that there may be limited sewer capacity in the gravity sewer lines downstream of the subject development, which may require off -site improvements. Any sewer line capacity issues will need to be addressed prior to the execution ofa. final sewer service agreement between the property owner and the Sanitary District. A Basis of Sewer Design Report, as required for all developments, will determine final sewer requirements. The Sanitary District will require review and approval of all sewer facilities construction plans. All sanitary sewer facilities must be designed and constructed in accordance with District standards. The Sanitary District has no objection to the proposed rezoning of the parcel. Sincerely, FOUNTAIN HILLS SANITARY T)TS1'RTCT Dana Trompke District Manager L Traffic Anahisis CivTeeh January 31, 20181 Mr. Jeremy Hall Hilltop Vista Properties, LLC 4515 East Palo Verde Drive Phoenix, Arizona 85018 Rea: Traffic Analysis for Daybreak Multi -Finally & Independent Living Communities, Northeast Cramer of Shea & Palisades Boulevards, Fountain Hills, Arizona Dear Mr. Hall: Thank you for engaging GivTe & to prepare this proposal traffic analysis for Daybreak, separate multi -family and independent living communities proposed for an approximately 80-acre site located on the northeast corner of Shea and Palisades Boulevards in the Town of Fountain Hills. The multi -family complex is expected to provide 270 mufti -family dwelling units. 100 [Senior) Independent Living dwelling) units. and 30 private Assisted Living rooms (i,e.. beds). Two (2) site accesses will be provided along Palisades Boulevard_ Both Shea and Palisades Boulevards are operated and maintained by the Town. BACKGROUND AND PURPOSE Palisades Boulevard provides two through lanes in each direction divided by a raised median_ The proposed site accesses will both be located at existing openings in the median. The southern access will be located across from Valley 'Vista Drive and the northern access will be Dated across frornn a full -access driveway that se+ves a Salt. River Project electrical power facility. The Town of Fountain Hills requested this traffic analysis. which is an abbreviated traffic study that addresses specific issues of concern to the Town. This version is a second submittal addressing comments made by Town staff on the first version dated December 20, 2018, in that version, the name eaf the development was u:ndarstood to be Hilltop Vistas. Primary among the Town's concerrls is whether or not left and right turn lanes approaching the proposed site driveways are warranted and. if warranted, what the appropriate queue, storage lengths would be for each. Other concems include sight distances in both directions from the site accesses and for left turns into the site accesses and the need for a traffic signal at either site access. CiwTech has based its analyses on Maricopa Department of Transportation f MCDOT) methods, guidelines, and standards. EXISTING CONDITIONS Roadways and Intersections Palisades Boulevard begins at Shea Boulevard and loops northerly and easterly until it terminates at Saguaro Boulevard. Per MCDOT's Major Roads and Streets Plan (MISRP). Palisades Boulevard is classified by the Town as a minor arterial roadway. Palisades Boulevard intersects Shea Boulevard at a right angle with a traffic signal_ As can be seen in Figurer 1, from Shea Boulevard northbound, Palisades Boulevard curves (horizontally) slightly to the left theft to the right with a radius of approximately 700 feet to the center of the median, then gently curves bark to the left. Based on this radius and the grades in Palisades Boulevard, the calculated design speed for the roadway is the same as the posted speed limit. 45 mph. UuTah, Int- • '-7WS Msr'h 14,,0t' !4 .0 14C + Scup nnjq n, Al ahra -. A,!U U9.41YJ +mar: «YJ-U59 OW, Uuycrva!k rraprrrc Allirysis 1"` Subrri.+!u1 NEC SFhea & Fairsadv,s Book yvmJs Fryjr!am "t,Fls 0'}rq„' " AOJOCent to the deveicipment site, Palisades Boulevard is a divided four - lane roadway With a taEsed Mod are zhat is approximately 24 feet wide Each +direc. n has 28 feet of oavernent nat provides a 12-foot widle msida lane (against the median), ar 11 "lz-foot wide outsi,de farre and a 41/vtoo: wide bicKle lane. The sped lirr>;t is posted a. 45 rrtph just north of VaW Vista Drive for rordrtaourd traffic. Valley Vista Drive is the main ectrarco to The Surnmit as Crestview, a gated community. It provides :vwta 18-foot md.o lanes diwded by a landscaped mediar island Figure 1 - Vclnity Map approaching Palisades Boulevard. The Summit ounm,un y consists of 68 lots (r clr.aSters Of two adjoin r g lots with single-family detached houses. Recert aerial photography shows that 41 of the lots ate developed_ The community is limited :o the si:rgto access Valley Vista Drive provides, as there is only acraess is gpa ed for arnerger.cy ve.Ndes, One sates amass f"Access A") will be provided across Palisade Boulevord frorn Valley Vista Drive, (Se Attachment A. Note nat it wife pass through another parcer owned by the same owrer as the parcel can wtflch the development is probe ) The otorsection of Pa isade$ Boulevard and Valley Vista Drive is presently configured as a three-legged lee' intersWoon with s1top•control on the oawbourd Vatlay Vista Drive approach, Malley Vista. Drive approaches Palisades Boulevard at approximately right angles, afthough Palisades Boulevard is c€iving horizontally as described above_ Ar exis *g (break in the rated rrWOM allows all Movements into and from Valley Vita D ive- With a width of, 18 feeL tt a eastbound approach is too narrow to allow two fr,.rrt-width approach lasses: however, dust past tMe and of the median. it may be possible for rgfit- and left -turning vehicles to separate. atlowiN the right-turring ► ehicle amass to Pafisades Boulevard if the left-tuming vehl4je must wort for a gap in traffic to compie' e the left :urr rnovemen_ The second site mess (Bess B") is shown on the pier as being loceed across from the southern of two d6voways (the "SRP Dri"way")that serves a facil,' y for the Soft River Project, which provides electrical power to the area. The intersection of Palisades Boulevard and SRP Driveway is preser'tty configured as a three -leg lee" interscrction without signagc, lout stopcontrol as required by state, on :,he eastbound dfivevway approach to Palisades Boulevard_ The SRP Driveway afaproaches Palisades Boulevard at approximazzely right angles. athotrgh Palisades Boulevard is gently curvirg honzonially as described above. Are e)dsting; break in :he raised median allows all movements into and flare lie SRP Q nv"ay, which is . With an urs;riped weh of 34 Feet at Palisades Boulevard, the drNeswoy is wide r:rourgh to allow an entering vehicle and two outbound exiling vehicles: howrevet vehicles cornirg and goirg kilos this would likely be a rare occurrence Traffic Counts To conduct. a proper analysis requires traffic courts. For !his exercise, i, was dwermired that data from traffic volume coups published by the Town biennially supplernr;rted by itaffac data recorded by Field Data Services of Arizona fFDS) or the Urt0d Civil Croup (UCG) for CivTech in the past few years would be sufficient. In part this is due W the fee, that there is little regional CivTech * ?",7 ards, FFYj"rapi Br ie -gage 3 "fl~ic that ocerufs. on Palisades Boulevard, The hista6cM •raffic counts reported by the Towr briar tNs out. Yoof 2006 daily two-way voumes on Pallsedos Boulevard rorth d Shea Boulevalyd were 16150 vehicles per day (vpd). Ir• 2017. the latest year reported (graciously provided by staff sirce the data is mr. yet available ore -line), they totaled fewer than 15,400 vpd, Ir, February 2014. GivTe ch recorded Iwo days of two-way traffic volume's of 13.514 vpd and 14,160 vpd, ar average of 13,837 vpd, or a ppmximately the same as the threi-aday average (13,230 vpd) retarded for .he Towr the month more_ Attachment B providers the various traffic w'o1 urrie3 maps and traffic counts upon ~which the analysis Dtrlow will be base Table I is a summary of some of *I" reported traffic data from 2006 through 2017, Tsblo 1 - Traffic Volume Data on Palisades Boulevard north of Shea Boulevard tuts Source 5outhbound T Northbound Twos WY Total Dasiv V101UPn s €n s e'S:t.0S ,yrsr Da : 2€917 1own VT N1a;�i 7 e2 7 "71 15 3!Y3 2014 town al Mace 7,076 5.162 13.537 N 014 UC0 !vT 1.237 C923 141 f; 2A=14 UCG1',;ivTech 6.912 T5 e 1 13 514 117.114 FDSrrcrwn 5.758 OA111 13 IMU14 FD&Town fa. 792 6,538 8 13 111W14 FDS.T«,hn 6.694 64ug 133M 201 U T own 1k13T Mai:) «,€a27 7J59 11,9m 2008'.f m n T MA2 1 aim'_ €'wT Mai VCak HOW VOILMCS ,r Vviiielbs por elFn,` vphi Eire Uircct�wza Wits in 1' lvice^t FDSS? Pf.4 - 1-00 A review of the vaf% data surnmartze in Table i mveals that there was a decrease it daily volumes drop after 2006 ar?d that they volurelea haver ye.* rebound backto 2006 levels and that the largest northbound hourty volumes most likely occur durirg the PM Doak period as F'oui%,`ain HAI residents returrb horse during their afternoon commute. The directional splits between seouthbound and r orthbound traffic volumes calculated from UvTe:ch's 2014 traffic counts are 75%.t25% (south ar>'dfriorthbourd) during the AM peak hour and 369ls 64%during the Plot peak trpe,sr, reflecting the.:here1 are more Fourtair Mills residerts working outside of Fourtair kills : tan roe-residonts working in Fountain Fulls Titus, this coWd be expoeted to be refloctexd if, fl`se trips gorerated by the rxmults.family componert of 0aybmak PROPOSED DEVELOPMENT Arap sed Land Uses. The ;site: pfalr provided to QvTech shows two separate comporrers, a )*;$ �l iriuiti,farrtily complex surmuriding an adult Iiving r porent. There; will be 270 rnult4amily velling units, WC [Senior] Indapenaent hiving dwnre9lhrg units, and 30 Private Assistoa LAvir°g rooms (a,e.. bodsl Sde Trio Gonearation The potental trip giene iratlon for he proposed development was eslirnale:d using data published it the latest (10i) edition of the Irstkute of TrarsporMbon Engineers (ITE) Trip Generation Manual and Tfip Ganesa ♦on Handbook Y' Editran. The Trip Genefai5`Gn Manual commins data ca.11ec*ed by various tmrsportaltior professionals for a wide rarve of different lard uses The data are summarized in S15ef report are; averago rates aril equations have been i stablishod that Col"0 ftd the miatiorrship botweer at', indepandont varra ale that describes the CivTech �r D-�yb€ ak T-aff)c Maly-.-i�s, 2'd Subme!,Ia NECShea r! Fountami F? is PiryK- Table 2 Trip Generation for the Proposed Development P# irtx! t an ITE Land Us* Code Lit $40 Units VAWkd>ev Trl S Dah AMP** 14*ur I PIN Psak Hos►r 1 otal In r Total In To arlmen!sind. AdUl S= 22'• 2713 Dwe' 7 ;lnils 2 o 0 28 95 123 901 53 "43 Sania-Ack- 252 1C,3 Dail -i mils 376 7 13 24 !4 12 2E A,Ju:` ar rlorne6 22 Bag-& 4 cr olirte A 38 rr 140 1CO 69 It developmem size and generated trips for each categortzx:d land use. The report provides information for daily and peak hour ;rips. Table 1 surnmanzes the UV generator for the lar e uses described above Attachment C is the detailed trip ge ration calculations. A review of the results summarized in Table 'l mveals that the proposed Daybreak developmer•t could gt r+erwe approximately 2,500 trips daffy m6th 148 (38 inil 10 out) generated during the A1S1 peak hoar and 176 (109 IN69 out) generale-d Curirg the MA peak hour Ort-Sft Cimulation. As can be seer. on Attachment A, residents *0 have mess to t c- proposed ske accesses_ Sie TO ,DistribOon and Assirnmni. The project site ,s tented near Shea Boulevard, wvtrc#h is convwe lent to mttlor employmert centers in both Mesa arr`d Sco-sda�e_ Therefore, the sizable majority of she trips is expected to use Palisades Boulevard toMrom Shea Boulevard during peals flours. As reported above, CNTech had recorded hourty, bi-diroetiorYat volumes atong Palisades Boulevard in 2014. Brrsce no major ernployrner•t centers Crave opened within the Tow n's boundaries since then, it can be assumed that to distribution of the site :rips round sill be similar to the overall peak hour directlonai splits found along Palisades Boulevard in 2014 arA that, sinCe 80 percent or of the 'grips are ger^erated by the apartments, that the sire trips could be distributed in similar patterns. Thus, OvTech will assign 25% of the AM trips and % of the PM trips to Palisades 8 talevard ro"bound and itte rS3r't`taimtng peak hour site gips mit be dImcW southboiurd A review cl Attachment A reVeals 3 total Of 12 resii w—iial buildings ire the apartment complex. sever (58 ) of whim are wlosar to proposim Amass A. Itte southern access, Since guests of the apartments can be expected to use Access A and the majodty of the parking wens for the Irdeper*dem, Living and Care Home componer *s are closer to Access A than to Access B, k will be assumed that 60 percent of the site trips will use Access Aand tho rernainingl 40 percent will use Access B Tho silo traps wens assigned to the two svie accesses per those dis%dbvtiort percentages. The results are illustrated in Figure 2_ also shown on Figure 2 are the cumber of exiting trips expected each stay through each dr¢veway fused on the 60%)40% access NAccess B apht CivTech Figure 2 - AM(PIV) Site Trip Distribution & Assignment t�y�r�h T r,,,ryrr. Elr�,•�yr�s, � .� �i++��°Mrf� Paisadas Snide rds, Fount&r 4.0S P-YX#7 I; IMPROVEMENT ANALYSIS Traffic Simi Needs Assessment. %.rx a the site accesses are currently arty in the planning stage. actual hourly appoiaach tmffc vta;'urnes are riot avaiiable to conduct a b-afhc signal warrant analysis per the aural on Uniform Tmffyc Cbnlfol Devices (M UTCO), Therefore, ITE's Manuat ol7raffic S4rtal Desr'gri provides s methodology to do such an assessment of intentions tamed on estimated futufe daily traTc volumes. Figure 2- 0 of the si" design manual (see �ttnchment 0) provides the minimum warranting criteria in terms of estimated average daily traffic volumes in vehicles per day (vpd)- Warrants 1 and 2 of Figure 2-10 are daily versions of MUTC® Warrants 1. Conditions A and B, respectively- Warrant 1, Condition A is known as the Minimum Vehicular volume warrant and Warrant 1, Condition B is known as The Interruption of ConlJnuous Traffic warrant. (Mmani 3 of Figure 2-10 is not applicable hem. since it is for existing intersections only.) Figure 2-10 pnN des minimum daily major street volumes (total of two aoproaches) and minimum daily ^ninor street volumes (hider volume approach) for urban and rural situalions for both warrants- (,As in the MUTl0 houirly warrants, the rural criteria, applicable here dire to ttte expe l speed lir'rits on Palisades Boulevard, are apprommately 70% of the urban criteria.) The warrants are met when the rnapr street and rniror street vniunvas excel chose found in Figure 2-10 for the rural situation. Table 3 sumirriarizes the results of assessments (cw either site driveway Please note that, since volumes recorded on Palisades Boulevard have been at 8Pproxirnsataly 12..000 vpd or more since 2006 with no decoease expected. the currem daily volume exceeds the higtw of the two rnajor str+eel volumes, leading bvTech to condttde that the m,*or street. volume world be Piet under both Warrants 1 and 2. Therefore, in the analysis below. CivT'eth will only consider the taxi ingl oufttmd dr�veway volurnes ja total of 1,250 for the site or half of the total 2,500 trips generated) expecting to approach Amass A. thfough which 60 percent of the outbound trips are expected to exit each day, a toUl outbound volume of 750 vpd when applying these warrants. Anaiyvs. As noted, the volumes on Palisades Table 3 — Access A Traffic Signal Boulevard already meet the major street volumes Needs Assessment Surnmary specified in 'warrants 1 and 2. For Warrant t, with a minor street volume criterion of 2,240 vpd, ttte criterion would not only not be cot at either diriveway, d would not be met if there were only a single site driveway. For Warrant 2, 60% of the 1.250 exitinWouffxwnd silo trips (750 vpd) were assigned to Access A. A daily approach volume of 750 vpd does not exited the warrant -satisfying volurre of 1,120 vpd for Warrant 2. Therefore. the results of the traffic signal needs assessment summarized i in Table 3 indicate that a traffic signal would not be warranted Simmiria Pallsartas stove nil Site A A A + .k, .was. Min 2+, 2+ 1dr;� i _ 1 �atisr��� ....... I?Iu!l, h" r 5t t' _..... oue low voluMs from both site dr;vewayi '�y.Y: :4i M]u"'"D i� 3"'"_Ii mil, Azscd.3-Mac approaching Palisades Boulevard under loth tl ''s�� era' c'-rm5x�ra dad-•.n��rrA:m.,, ftnimum vehicle vN iume and the inlemiption of cD.r inuous tralkwarrantn. Across from, Access A is Valley \ft a Naive, As notate above. Valley Vista Drive serves the Surarnit at Crestvmw corrrnunity, which amild eventually have 68 single-family detached hrxnes_ Trip generation calculations included o AttachmeM C suggest than the Summit comrnunty would not generate more tha^ 70 trips durng eittaer peak hour. Thus. outbound trips on Valley Vista Drive would not warrant a traffic signal either. �/ C i v T e c h Days' n* i rjjffit Anraiysrs, 71" ursm.,F: & Pa4saaas BoU ras. bran H pnrY Auxn'ia Tum Lane Warrant and Qyeuinja Ana ems. The need for auxiliary rigtat- and left-tum lanes appmxhing each driveway is asset here. The reeds will be baseet on to CDOT requirements. which are found Sections 7.15.1 and 7.15.2, respecLvely, in the 2015 MCDOT Roadway Dm;gn Menual (>RDIV) Eat sector^, is reprinted from the RDM below with an analysis following. After each analysis., the; required grew storage capacities are discu d_ 7.15.1 lt1f;)l T TLe>;t.'ti L.► EIE A drivckvay right turrt decelcration hwe is rcgraired whrn either oftho folio ing is rtrct: The outside lane has an expected volume of 250 Nish or greater and the right tarn volume i� meter thin 55 VPh_ • Any three of the below critcria arc nwt: n. At lcma 5,000 v0ticle per day arc u%ing or am cxpected to be wrung th+e adjacent sheet. b. The roadway*% posted speed limit is tcrcater than 35 mph. e_ At least 1,000 vehicles per day are using or are expected to use the driveway. dl At least 30 vehicl" are expected to nuke right -turns into the driveway within a one -hour period. Analynis. The Rf3M Pmsents two d4fere t methods or deteaniTwV the need for a right turn lane - With respect to the first method, as p* eviously noted, the peak no Mbound VOlume of 750 vph was retarded durng the PM peak hour. The 2017 daily volurne on Pafisades BWevard is reported at greater r than 15,000 vpd_ "fats value: without can be used in the ana." any projected growth rate_ (riven that ttwe are two lames of nc &bound lraifc. even d it were assumed that the outs�de3 lane would carry oNy foray pelt of that Imffic. there would be at least 3DO vo in the outside lane- QvTech split the irbound PM peak hour traffic vol€ mes % to Access A and 40% to Amess D. yielding a rnaxirmurr inbound rigs# lum volume of 42 right turns per hour and ass A, Therofwe. this dem is riot sat 5fied, as the number of turns does not exceed the mQuirerrent of 55 vph. However, the above assessment results in the satisfaction of at east two of tote four critera in the second set of crritena, the daily volume and ti'�,e howly right tumirg volumes. Since the steed lirrit rs 45 nVh, ttsat rrimft ar third criterion. Also, with an exxpecMd tnV gonemtit�n of 2,500 vpd divided among just two driveways, it is also fikely that the fourth criterion. that of a two-way voi.urne of 1.000 vpd tosinrg V* drrmway. would also, be net. Therefore, the tour MCDOT criteria for determining ft need for an awdlia y nght turn Iw* that the site drtveway are sateted and right lure lanes are warranted at Wh site drivewrays, ffea8e mle that the devekoer antiCipafed this awd arsd digit these right fum la°res t* shown, an Attachment A, 7.15.2 LEFT TURN LANES Volumc warrants for adding a left turn lame to cithcr an arterial or collector roadway arc .5ho%m urt Table 7.6. The volumes pravided ire Table~ 7.6 we the rnituxnwtt left turn peak hour voluane and mini rr wn through volume in the sari diircction, Al left turn lane will be required if the left tam peals how volume is equal to or gwater ffian the volume shown ir: `fable 7.6. �! GivTech J; fxjy:vvakh I r1fraf: Ar?,9y w-, ? ' ` tilh, TABLE 7,6; VOLUME V4'ARRA.NTS FOR LEFT -TUN LANES Peak hour Traffic Vohumc. on the Roadw3y m the Advancing Direction Mincrraum Peak I [aur Loll -teen Traffic Volume # of ttar 1 I sperdirection I 2 = 45 MP11 Posted Speed ? 45 ' 011 Posted Spccd < 45 MPH t o0cd Sid 45 MPH Posted Speed :!� 200 30 is 201-300 12 12 40 30 3014W i? 12 30 25 401.500 12 12 25 III 501-600 13 12 15 I: 1601 x I ON 12 12 10 8 1001 • 13 9 10 Analysis, CivTech clarified with MST IhW the lern "AdvanciN Direc lion" in the header of the left; column means the direction in which the left tumfftg veh:ctes a, re traveling_ The peak numbers of southbound left turns entering the site (24 and 15 at messes A and B, respectively) would occur inuring the PM peak hour, vOwn the higl�esl scxrthbound traffic volume in 2014 br one hour between 4 and 6 PM was 409 vph between 4:45 and 5,45 PM as shown on Attachr*nt B. The six mwdedlrep®rted daily volums icr 2104 averaqed 13,544 vpd Sires the teporled 2017 daily volumes were nearly 15,400 vpcl, CivTech applied a factor of 1-14 (15,400 + 13540 - 1.137) to the 2014 hourly maximum vollurre 4f 409 vph to estimate that the ►zximurn Pill southbound peak hour volume currently is approxormiteiy 466 vph Cis this, used on a "nu -yt rs•orrly' approach-� not considering other factom, such as roadway geometry and sight distances --a left term movement of 24 turns per hour would vwaffant a tarn tare approaching Ace A and the 15 left turns per hour into Ads B would not warrant one approaching that driveway. us Stye. The MCDOT m-mimurn queue storage is 160 f€ t. approaching either a signalized or urmignalzed intersection. Q'uesae storage calculations were made according to the methodology documented in A Fblky on Geortt+etrlc Design of Hi ways and Streets (the AASHTO "Coreen Bock'). For an unsignalized intersection. the stage tength for a turn lane is typically estimated as the length required to hold the average number of arriving vehicles per two mnutes The formutas used for the calculation is therefore: Sty Length - [(It vp1T30 Wo t ?hou*}] x 25 feet x 2. Thus, using this formula it can be estimates that a turn lane with the rrrinimurn 160 feet of queue slorage can accommodate up to 180 turni j vehicles per tour, (Looking at this from a different perspective, 160 feet can hold 6 typical passenger vehicles. which are assumed to occupy 25 each front bumper to front bumper on the roadway_ If the 6-yehic le capaoty Is two -minutes' worth, that infers 3 vehicles arrive per minute. which is a rate of 180 vehicles per hour_) Since the site is barely expected to grate 180 hips In and out darning the busier peak hour (184 clump the PIVI peak r), none of Uh* required diary turn lanes recuires more than the MCDOT rnnimum, queue storage capacity of 160 feet. Per the ROM, the approach tapers to the turn lanes can be as shcsrt as 80 feet long, which is simlar to anther tapers for bath left- and right -turn Enos along Palisades; Bou*varq Sight gist e. Adequate sight distance must be provided at intersections. A sight triangle >s the area encompassed by the line of sight from a st%rpErcl vehicie on " mirxx roacMay to the appmaching vehicle an the ma or roadway, acre m rA be sufficient unobstructed right distance along teeth approaches of a street or driveway inters lion and acmes their included cornets s to i. CivTech D aytreak ir(frr AraafM& �T'= Suun�t:`-d NFr, Shoo 8 Pallssarfes F fmn f*w; pagr ,R allow operators of VehiCWS 10 s each other In firm 10 pfevernt a coflisiM, There must also % sufficient sot dstance along the ngor street to allow a driver intending to term Ieft rtto the site to see a ve hde approaching in the apposile dtre:ction. A development can ensure twat adequate sight dish is provided at the interseclitxIs for left and right turning mawernents from the de vek)prnent in several ways by keeping sight lines free of obstris>cWns. An intersection sighl distance analyses was perfomvd to set guldeelinees for establishing lines of &,iglu for the Prormsed devoloprrent at the site accesn points. Using the guideline , t forth m It* AASHTO Greer Book, apixoplate sight distances were cafculated for a Left tum from ttie driveway (Cases 81-), a right tarn from Me driveway ( Case 132"), a crossing rrrravement from the driveway ("I se l330 and the 10 tum nvvemnt into ft site driveway iCase F'). Recommended &ght distart es for r vvennents irony site driveways are summarized in Table 4. Sight tdang`e calculations are rncltx:led as Attachment E. Tape 4: Required Sight Distances Posted/ Case B1A33 Case B2 Case F Design Left TunV Hight Turn Left Turn In Speed Crossing Movexment (W left of (A Awed an Raadw s —Am-ph) to right of drivewva d6vewa Maier Road Palisade, 31VC at Site ACWSs 1 45.45 595' 456- 40C f;,iv'fech recommends that sight vas,61ity tdangies al the site driveway be provided per .AA HTO gWe4ines. wth 595 feel of sight distance to the right of fire driveway for °eft-turn6g vehicles (Case 81), 455 feet to the left of the driveway for right lurning vehicles (Case E2), 595 feet for vehicles intending to cross the roadway (Case 83), and 400 fee + for left -burning drivers as "y approach €sutler site amass on scuthbc and Palisades Boulevard (Case i<). Please note tint OvToch has confirmed ftwsew sioat divances ioi th the site cW "gitwor, WW can demonsfeaMq on f roil,5trtrc bon dbcurrwis Mat ftse ,sight &sNmvs are 'eva . As rVed Previously, the sarr-e awner also owns ttre adjacent parcel on which Daybreak is posed and Access Aa hab been routed through '1f'rat adjacard property_ A review of the site plan. Attachment. A, shows a driveway location for Access A that was considered nearer the boundary between the two PmDerlies, Actess A as sh~ does not require another 63n opening and � allows the dnveway approach to be ftatierr, provides the proper sight distant e's, and wand beeorne a sharers driveway w.th any future development on the surrounding parcel. For this rerason, CivTech wound re convnend Access A be left in the location shove, on Attachment A.. In addditxm, witfun designaW s:gtd vi4,bjlAy triangies. IandsC&ping s1mid to rnwntanned at a r ximttrr. of two (2) feel in height Tree brartJ*s longer Man sin (7) feet shoW be Virg and rrraintalred to meet current acceptaUe L-Msrape requirements. CONCLUSIONS AND RECOMMENDATIONS Baled on the above, CivTech has tlie foiloati ng conclusions and remmmendat-ons- ' The dosed Daybreak developmrit could generate appro)6malely 2.,6w taps daily with 148 f33 iTV110 out) generated during She AM peak hour and 178 0 09 01159 out) generated during ttv PM peak hour. != CivTech E,W yl"aarr iru"Ir. Andytws, : S-etrmthii P14 n �) • GivTech Calculated from hourly volumes recorded in 2014 that 750/4 and 64% of ftse site tiros would be ! from Shea Bwlwafd Ca_e., to the soulh) during the AM and PM peak hour's.respectrvely with tt�,e remaining 25% and 36% would be tolfrom Ralsades Boulevard to the north. • The four MCDOT criteiaa for determiniinq the need ror an autiliar'y ripM turn lane that the site dhve%vay are satisiSed and right turn lanes are %arranted at bath site driveways. Both drrvemys am stx7wn on the site plan. * Using a mbers-only approach Ctxm'bining the highest peak hoar' soulhbound left -turn volumes into the site aoesses and the volumes of through traffic da.rrirg that same peak hour, a left turn lane is warranted approachiN Access A, but not appToaching Access B. The results of the "Ific signal needs assessment indicate that a traffic signal would rat be warranted at either Aocess A o` Access B due to low oulbound°e)dting voluivs aporoacsirig Palisades Boulevard from the driveway un4er both the minimum vehicle volurrwe and the intera'uption of contnuous traffic warrants. • None of the reg6,ed auxiliary turn lanes requim nvre than the MCCOT ir►ininvrn cueue store capacity 00 160 feet. Per the RDNI, the approaM tapers to ft tum lanes can be as short as 80 feet bang, which is similar to otlw tapers for both Yeft- and right wm lanes a►ong Palisades BmIavard. QvTech recommends that sight visibiltly triangles at the site driveway be provided per AASHTO gui"iine s, with 595 feet of sight distance to the right of the cirivewNay fat left-turnIN vehicles (Case 81), 455 fret to the left of me driveway for rigt'rt turrw nq vebic i s (Case 132),. 595 feet for we des inWdng to cross !'�e roadway (Case 1133), aind 400 feet for left turning drivers as they approach either site wxess on wwhbound Palisades Boulevard (Case F}, CivTod? leas confirrxred O)eso .sight dslances WM the set& dvif engeneer, who can derwnstrafe an the coostrEjOon documents that these s+gfrt 6stances are achievable, • Within dessgnatad sight visibility triangles, landscaping &hrauld be maintained at a maximum of two (2) feet in height. Tree branches lower than seven (7) feet should be trimme€f and maintained to r ve! cement acmptable landscape requirements, Thank you for alltYuv ng QvTech to assist you on this project, Please C ontad mewith anyr quest** you may have an this TraMc. Analysis. Sincerely, t OwTech t I F. Spadafin , P.E., 0a. PrP Project ManairerlSenior Traffic Engineer A=chments (5) A. rift, Rao a. 1 raffC :-r Qarn �. Triyt Cyan �� D Dail SiPV Watra-1 L. $rt Dish. Caick �.�r��{�N1 kdl WSki%�aiaf al�RVil 4dlMre, wreA3F4 wgr111d3 �%iM[(l,r rrM�l �I{�t! Irrk CivTech L— -/ NORTH ft, w tkod A nach ent A: Site PI an CwTee hr Intersection Turning Movement Prepared by: '�tpm n O*va fie:e-, ier.z nit OYlromA twr r 71 iz' . 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WA; T V4.0 ft.U-3 YY'err T-,1t`'�1%J �.131 WA; Tft%T M p'�D ru^r+11 if f7te tw 5kdgr rston PC tJN R l�.l� ifer3kr �1 r 4a Y P . i.4 " 1 q.i : J iHC: t +" �.li trra ! 1 fl30 Sea LSOJL f -Eefhrmpir,Saarkirr T0ArEat*w TKps �APPq EwAumr 2 .and aou cftvvx, 2m% BAE*uw a*strwr.r Trim -- _ WAOORwAAIY 1�r .am Ali V1! Tow tikrla AfA Pea .Flow Ave Ow Ts" MA* PAlPatflea' In *A TOW ► d+mme ar7*tr#fs 3{ZK 1, I= 123 63% M S3 ia.3 ar++6rffitrtkiormatp-•AEachea Sm sm lag M 3M ? 13 T SEAL u 12 :5 Apykt G!a NO %I 93a TVIiNIe UW fi�iM sxmp n IV 14# 10A} MP in 'Re k wn.-ota l cmmft ea SubmWrm 0% US -74K 7341 -S% 13 .40 E21 63% Ag 26 ?a OvTech tRAFFtC StQMAL WAS RANTS 10sood on Ettrrrwated km" pr Datly `drape ---See Mote 2# URBAN RVFtAt, {4fsnrrrwm Requireawty f ADT 1< hipn+r�;tfa `VetArWlfs lfiehiciea veer f+y an rrwpm Vehisses pef day on ftr9e (EOtat approwh mr Of both h4 w volums eta~ street sppro de (Ono Nkurmbasr of tares Ear mavev irtf#rc on owo- drtc iron onlyl appros& Maim Stty" ry ,Aw sisal BJrtwo Rural 1Ertion fturaf 2 or rnsate ., 1 . _.. .... , E1.600 6, IX) 2,400 l..8w 2 or mor.... ,. . 2 or Mote 6.720 3.200 7.240 1 .., 2 or mom . R.070 5,600 :! 20C 2,740 2. In rup'14on Of Continuous Traffic :r' son ow day On mstw vsh,ict" pow day or, Satlo d- iyGA Sst+sfwr3 street (unsi of baftl #rule+' V*k0r* O"wVf nVroach tf street app'tt ddl Irene dirrelvon OnIO NuffAbW Of WrAn for mm rq JoeffrC On *a& apomach MAW Strartt Minor Strw urban Hi.,ral 'dtbsrr Rural t ..,.... ".............. 1 _ ...._ . 12.0w 8,400 t,?w 1150 2 or rsnorr ........ t 14,400 10.0w f .7w Itso 2or maos .......... .... 2or r r 14.400 10,080 1,6Q 1,120 3. Ccrnbenal io-M S&IroQd _... "Satrsfwa. _... 2 Warrao" 2 Y►'rrr�lr9� _lifts 1Al urn— - _ f1 but 1040w+nq wgrrarkti fulfblW fM Or mofe _ 1 2� NOTC 1. Lefty turn movements fro+ the Mayor Street mw be rnakrded wfih fee+nor street vetuf-es ++ a ratw*a'e s.pna ohm to to tw pm► jdw tot rho left turn moae"w"t. d To tw uwd only for HEMP 14TE RStCT'iONS orother iGcatf[NM whwe attrral tfs4#� xo=vrnrs d arrrt5t be coufrtard- Fvurs 2•10 Sample analysis Poem far now srllersWion% {Saurre sUts srf Cshfbrnm, halt. r Attachment INTERSECTION SIGHT DISTANCES FOR ,■ [CT'IONSWRH STOP CONTROL ON MINOR ROAD ¥AkU: Passenger CAr a . V & } 9# _ $ + $ Z k � ■ jog,o # 2 } a a ■ . ] $ E 2 Z V § 2 f § 45 2 2 z § 12,0% m% 430 495 400 Time Gap Cakulatio_ Cast O@F���� E | � � | ■ § \ $ $ ■ f ■ ƒ i 2 � & 2 » E ■ � J � � ■ — $ ® - § r ® 7,5 05 4�o #o &505 O.so mlersettion Sight Distance ISD .2s«3600-¥__• No All formulas are taken from AAsHT0.Geometric DeOgn of Highways and Streets - The c» haw been altered because Of unit maers ion CivTech � attadmemE 1212012018 J. Power of Attorney LIMITED POWER. OF ATTORNEY Pacific F14 Resort. l J.(,' f''FIlR"jbcvr faints idil:rop Vista Pmpr"i, LLC by W Rough I%auk rMntatives, as it 41110rnvyr.kntlrt to act for FHR flefthy pTX.V' S HVP full power mid authority to perform those aim fir FHR aand m FHR's mane, p' xr, and stead on!y as. +expressly prtsvi&d below in any Lim-5rl way wM w1cly with respect to tlae Ajttxwi:Wd Ac (dfxnted be1c,W). l . Ily plmeing my initials They description of the Atftkorizcd Acts, and by cm:tinyt the wimm to ply his or her initials below, FHR wknowlcdg= it has mviewed and approved of the deleption beftwulier of x1t Authorized Acts described below: l tIR Eby ap rots, girls a M grap% to HVP full power to do *11 NAP a netessary t£r neptitate, exccartc and delim on F:H K's ' hWf, arry dommml it deearts.rmonably rccaiary to rezom the Trope in a manner daermined sok-ly by IIVP mid to obtain theracesr remofthe Property for aa uhederdetacbed:resi4entialdwe'lings (tiom for rem or for a »restTkc, rrsidcntisl. retail and 1w:61 L= ("Rezoning"), which shall IrKlude, but wl be limited to a zoning appireeNon, a atr"ral plainarusradrraerat apfsl�ca4son, a rlrtltapertt agxrctnetzts a pie':taary p1m C A uthonzed Acts") of 'die aMrox itnafly 59_9 acres of land known as tl -Fou amin HiIis Resent Prc+pcvy" located art. the northeast ooma of Shea Blvd, and Palisades Blvd, its FourWn !fills, ,ski., Mati pa County Ux atwsstar parcel rs=bCrs 17' 14-560 aW 1 rd-14-561 � %Ouch is nwre fully described on Cxhlhit "At'"artached in this Letter (the" perty"). initials. FHR kl� Witness I 2 This Poy4r of Attorywy is ective irr awdiaWy aW stall continoc vintil the sraoner to occur of the temWution of tbe. Agmeffient for the Sale of Real Prtipeny belmm FHft md HVP dated 0z',,cber 17, 2019 or ffie closing of the Purchme of the ?ry;t by HVP pummt to that ApmrxM for the S31C of Real plopeM (the "Termnatior, Dxe)2' HIR herby rstrmi.t th.L* a[l perioni "y tell% upm this Power of Attorney urticn such .pason'.%w actual .notice ofthe ttrminatim of this Power of Attomey The expirstitm*f tbix Power ofAnomey orgy the Tertraintaio s Die sba11 not affect the validity of any Kbon taken by Hsi" p=umnx to this Power of Arwmey prior to the Termination Dare. IIVP ack w1rdges that, in the c3=t HVP fails to acquire fcc title to the arty, FIiR Ali have the option of retaaWn& the Rc7oning or not retaining such Rezoning 4. .If any prrvi.wn or prroyi%iora ofthis Power of Altionxy s?aail be held to be invalid for any TC450n, the other prvveaionx Ofthis Power of Attorney SMI w-Nvertelrss remain in full forte aqd cff,= -( The laws of the State ol`k-iionn shall govern this Puwcr of A►ttcarroey m all respe . The uMeniFJ-m-4 :•rtl y Mies that he is an authvaizg4 rertsentativc of l: -HR ar-d has i�c right aril poutr to sign thii Po%v ofAttorney or: befit of MR. Vated: NovrmbtrP, 20E8 Pacific FH RAW * L iC` rr✓ As iU, ,13-D t WIT NW' i,siVi my n&Tw dCt this Pt}vxcr of Actonev bein g first duly s►om atad I do declare to the undersiptd authuriiy dhal d is pemn suing this Fewer of Attar on beef o€Paei5c iFH Rom. LLC has MW that he has the powet &W auOjw-'v to li and hw sigmw d thig Power of Attorney ar Parilic F11 Rwrt, LLC`s power of attorney arsd that l e signed it MIUgiy, and that I, in the prewme and hea g of the sipatrrry above, siped this pouir of attarney as a wig to Thetis sigrdns and that to the tress of arty knowledge the sigratory is rightmn yean of age or olda. of x=d mind and under no coMraint or W43C in ucMe, Signamra of WFsrtr : STATE 4F MUZO 'A) COUNTY OF .MARICOPA foTegoing Pouw of Aztomc,,v ww acknowledged Wh= we, ttatundersigned Notary Public, this ay t Sober°, ,2o i 4, by Ate. � the �r of paei�ic f i { Re rti, LLC, an Ariz timiled lia> 7ity company, on bcWtof the limited liability z y, and i the %Vanen. WFCVL USA MALMTON ==#rrr+s raw � s7oca�t"w Notary Prrbilc M'V ct rn%1 t6a fxpitb1-t2 _ q Ko Title Report 't 5a s b F a fit, $ a � ism a sg , I t! T 141 ' HOUR!uI 9 IN �gg c$ c i Ya c 3 I ap )I;j;l all.W gills m� jors�a�py_E�Ey AIL � 4 161a° U y � LL�c E! 7An is .�� �L t. p 3 O .. N A M R 14 leiF% ww to s pal s �N Igo ro` ° ro it'llPC lot I It to m ` w w �� Amy ram oil U g HHH g G ' u j A La E Ch C $ $ mIS .� g d YYY � EE 3 IN to I s a e 4 T� al all _. to 1,114 tit �s ! mot 5 N y P W rl a� `d g C n 'Y T Ly � 'gal .F 9WC fiy ua� A Its � L n d � a n ado F � M HE }` .E �1 M F yamy?? Rl � s I 1 1 1 I x RESOLUTION NO. 2019-52 A RESOLUTION OF THE MAYOR AND COUNCIL OF THE TOWN OF FOUNTAIN HILLS, ARIZONA, APPROVING A DEVELOPMENT AGREEMENT BETWEEN THE TOWN AND HILLTOP VISTA PROPERTIES, LLC ENACTMENTS: BE IT RESOLVED BY THE MAYOR AND COUNCIL OF THE TOWN OF FOUNTAIN HILLS as follows: SECTION 1. The Development Agreement between the Town of Fountain Hills and Hilltop Vista Properties, LLC is hereby approved in substantially the form and substance attached hereto as Exhibit A and incorporated herein reference. SECTION 2. The Mayor, the Town Manager, the Town Clerk and the Town Attorney are hereby authorized and directed to execute all documents take all steps necessary to carry out the purpose and intent of this Resolution. PASSED AND ADOPTED BY the Mayor and Council of the Town of Fountain Hills, this 23rd of October, 2019. FOR THE TOWN OF FOUNTAIN HILLS Ginny Dickey, Mayor REVIEWED BY: Grady E. Miller, Town Manager ATTESTED TO: Elizabeth A. Burke, Town Clerk APPROVED AS TO FORM: Aaron D. Arnson, Town Attorney DEVELOPMENT AGREEMENT BETWEEN THE TOWN OF FOUNTAIN HILLS AND HILLTOP VISTA PROPERTIES, LLC This Development Agreement ("Agreement") dated , 2019, ("Effective Date") is between the Town of Fountain Hills, Arizona, an Arizona municipal corporation (the "Town") and Hilltop Vista Properties, LLC, an Arizona limited liability company (the "Developer"), together, the "Parties." RECITALS A. Developer has entered into a real estate purchase contract for the purchase of approximately 59.8 acres of real property located in Fountain Hills, Arizona, more particularly described on Exhibit A, attached and incorporated into this Agreement (the "Property"). B. Developer intends that the Property be developed for multi -family and related uses, including a portion for age -restricted multi -family units (the "Project"), according to the Site Plan that is attached to this Agreement as Exhibit B (the "Site Plan") and the "Daybreak PAD" attached hereto as Exhibit C (the "PAD"), both of which are incorporated into this Agreement. C. The Town desires that the Property be developed and has determined that encouraging the development of the Property pursuant to this Agreement will result in significant planning, economic and other public purpose benefits to the Town and its residents by, among other things (i) the construction of public improvements, (ii) development of the Property in a manner consistent with the Town's General Plan, (iii) an increase in sales tax revenues to the Town arising from or relating to the development of the Property and (iv) the creation of new jobs and otherwise enhancing the economic welfare of the residents of the Town. D. The Parties understand and acknowledge that the ultimate development of the Project on the Property is a project of such magnitude that the Developer requires assurances from the Town that the Project will be developed as contemplated by this Agreement. Developer intends to complete the acquisition of the Property and thereafter it is intended that the Project will be developed on the Property subject to and in accordance with the Site Plan and the PAD. The Parties further understand and acknowledge that the Town seeks assurances from the Developer that the Developer will complete certain Public Improvements necessary for the development of the Property in accordance with the Site Plan and the PAD. E. The Parties understand and acknowledge that this Agreement is a "Development Agreement" within the meaning of and entered into pursuant to the terms of ARIZ. REV. STAT. § 9-500.05, in order to facilitate the proper development of the Property by providing for, among other things (i) conditions, terms, restrictions and requirements for the Property by the Town and (ii) other matters related to the development of the Property. The terms of this Agreement shall constitute covenants running with the Property as more fully described in this Agreement, subject to the Closing Contingency, as defined in Section 7.2. AGREEMENT NOW, THEREFORE, in consideration of the foregoing recitals, the promises contained in this Agreement, and for other good and valuable consideration, the receipt and sufficiency of which the Parties hereby acknowledge, the Parties hereto agree as follows: 1. Incorporation of Recitals. The introduction and recitals are true and correct and incorporated by this reference as if fully set forth herein. 2. Term. The Developer, its successors and assigns, shall have the right to implement development on the Property in accordance with this Agreement for a period of 10 years from the Effective Date. If development of at least one phase of the Project is not commenced within this 10 year period, this Agreement shall automatically terminate as to the Property without the necessity of any notice, agreement or recording by or between the Parties (the "Term"); provided, however, that provisions of this Agreement that specifically survive the termination of this Agreement shall remain in full force and effect, subject only to the termination provisions herein specifically related thereto. For purposes of this Section 2, although grading of the Property may occur seperately on one or both of the phases of the Project at any time, "development" shall mean the commencement of vertical construction beyond grading and foundation work for which a construction permit is issued. 3. PAD Rezoning. The PAD, which is attached as an exhibit to the Town Council's approved ordinance that adopts the PAD rezoning, including all stipulations, alterations and conditions included as part of its approval is referred to herein as the "PAD Rezoning Ordinance." The Parties agree and understand that all items submitted in the PAD application, and any letters, comments and other materials explaining or discussing that application and PAD Application brochure are of no force and effect, and that Developer and Town shall look solely to Town's regulations, the PAD Rezoning Ordinance, and this Agreement with respect to the zoning regulations for the Property. To the extent any conflict arises as between the PAD Rezoning Ordinance, this Agreement, and the Town's regulations, the PAD Rezoning Ordinance shall control first, then this Development Agreement, and then the Town's regulations, in that order of precedence. 4. Amendment to Plat. The Property has been previously platted by the Fountain Hills Resort Final Plat, recorded in the Maricopa County Recorder's Office, Book 597 of Maps, Page 42 (the "Current Plat"), which includes certain restrictions, dedications, easements and other matters shown on the Current Plat. Pursuant to the Town of Fountain Hills Subdivision Ordinance, Article 2, § 2.07.A for Minor Plats, the owner of the Property shall process a Minor Replat prior to securing a building permit. The Town agrees to process the Minor Plat Amendment creating the new lots. 5. Matters Relating to Development of the Property. 5.1 Plan of Development. The PAD, the Daybreak Final Plat and this Agreement collectively constitute a "Plan of Development" which includes modifications to the PA Town of Fountain Hills Subdivision Ordinance (the "Subdivision Ordinance") and Town of Fountain Hills Zoning Ordinance (the "Zoning Ordinance"). It is the intent of the Parties that the Project be constructed in accordance with the Subdivision Ordinance and the Zoning Ordinance as amended by the terms of this Agreement (the "Zoning"). This Agreement is limited in scope in that its sole purpose is to allow for the limited set of modifications to the Subdivision Ordinance and Zoning Ordinance set forth herein. 5.2 Zoning. Concurrent with the execution and approval of this Agreement, the Town has approved the PAD Rezoning Ordinance and the PAD. 5.2.1 Timing of Vesting. The Zoning in the Property is hereby vested subject to the satisfaction of the Closing Contingency. 5.2.2 Vesting Defined. "Vested" means that for a period of 10 years after the Effective Date, the Town shall not, without Developer's (or its successor's) written consent, (i) change the Zoning, or (ii) amend a zoning classification or (iii) take any other action in a manner that would apply to the Property, where any such change, amendment, or action would reduce the density, permitted uses, or development standards provided for hereunder or otherwise in effect as of the date hereof. 5.3 Density. 5.3.1 Maximum Number of Units. Pursuant to the PAD, Developer shall be permitted to develop, and the Town shall approve for development, a final plat and site plans for development of the Property for the number of multi -family units requested by Developer, provided there shall be no more than 400 multi -family units within the Property. 5.4 Subdivision Standards. The Town's Subdivision Ordinance establishes the standards for location and installation of infrastructure within the Property (the "Subdivision Standards"). The Parties agree that certain variations from the Subdivision Standards are appropriate for development within the Property. Accordingly, the Parties hereby agree to the following variations from the Subdivision Standards: 5.4.1 Retaining. The Town hereby approves retaining walls with a height of (a) six feet for cut slopes, without handrails and (b) eight feet for fill slopes, without handrails, unless (i) a sidewalk or pathway is within five feet of a retaining wall or (ii) a site roadway or parking area curb is either within ten feet of a retaining wall or is within 20' of Palisades Boulevard, in which events a handrail shall be required. 5.4.2 Cuts and Fills. The prohibition in Subsection 5.03(D) of the Subdivision Ordinance against cuts in excess of 10 feet in height is hereby waived. The Parties agree that the cut and fill standards shall be modified as provided in the PAD. 5.4.3 Mountain Cut Standards. The Town has concurrently herewith approved the PAD which, where permissible in the reasonable judgment of Developer's independent soils engineer, provides for exposed cut slopes equal to one and one-half foot horizontal for every one foot vertical (1.5:1) (the "Mountain Cut Standards"). Grading standards shall follow the standards approved on the PAD. Notwithstanding the foregoing, un-retained 3 slopes may be up to 2:1 for fill slopes. Un-retained slopes may exceed 10 feet for cut slopes so long as the natural material is stable as determined by Developer's independent geotechnical engineer and Town Engineer. The Town agrees that the Subdivision Standards shall be further modified in conjunction with its approval of the final plat to allow development of the Property in accordance with the Mountain Cut Standards. 5.4.4 Sanitary Sewer. The sanitary sewer system for the Property will be designed to the specifications of the Fountain Hills Sanitary District and subject to approval by the Fountain Hills Sanitary District and review by the Town. 5.4.5 Water. The water systems for the Property shall be designed to specifications established by EPCOR and subject to approval by EPCOR and review by the Town. The Town shall have final approval relating to fire flow design, which shall conform to standard Fountain Hills code practices. 5.5 Zoning Standards. The standards for land use within the Property shall be as provided in the PAD (the "Zoning Standards"), which Zoning Standards are incorporated into and made a part of this Agreement. 5.6 Miscellaneous Enaineerina Matters. The Town hereby approves (i) roadways, parking areas and driveways using CMP pipe to carry street flows; (ii) warranty curb replacement at five-foot intervals; (iii) roadways, parking areas and driveways with drop manholes, and (iv) other minor variations from Town policy, as set forth in this Agreement (the "Miscellaneous Matters"). Facilities for the collection of water shall be designed so as to retain safely and adequately the maximum expected storm water runoff volume equal to the difference between the predevelopment condition and the post development condition for a 100-year storm event. Detention basins shall be sized for specific drainage requirements for the Property. Detention basins need not be oversized, and no land area will be required to be set aside for additional uses. 6. Additional Obligations of the Parties. 6.1 Land Disturbance. Notwithstanding permitted disturbance according to a slope analysis per Article 5 of the Subdivision Ordinance, Developer agrees to increase acreage set aside for non -disturbance from 19 acres to 33 acres, which shall be within the hillside protection easement, as shown on the Daybreak Final Plat, and remain in its natural state. 6.2 Moratorium. The Town may not enact any moratorium, ordinance, resolution or other land -use rule or regulation or limitation on the rate, timing or sequencing of the development of the Property not in effect as of the date hereof, for a period of 10 years. 6.3 Utilities. Developer acknowledges that the Town, at the date of execution of this Agreement, provides no municipal utility services (except trash collection); has no control over the provision of services by other entities; and makes no representation with respect to the availability of such services provided by other entities. Notwithstanding the foregoing, the Town agrees that in the event it provides municipal utility services in the future, the Town (i) shall make such services available to the Property on the same terms of availability as are applicable 2 to other similar real property served by the Town, (ii) shall continue to provide such services as reasonably required in connection with development and use of the Property, and (iii) shall not adopt policies and procedures with respect to the provision of such services which would delay development of the Property. 7 Developer's Obligations. Developer shall perform all of its duties as set forth in this Section 7.1 Zoning Adherence and Performance. Developer agrees that the development of the Project shall be in accordance with the PAD. 7.2 Closing Contingency. Developer agrees to use reasonable efforts to complete the acquisition of the Property (close escrow and confirm ownership) for development of the Project not later than 180 days after the Effective Date. The effectiveness of this Agreement is expressly conditioned upon Developer or an affiliate or assignee of Developer acquiring fee title to the Property (the "Closing Contingency"). If Developer or an affiliate or assignee of Developer does not acquire such fee title on or before 180 days after the Effective Date, then this Agreement shall automatically terminate. 7.3 Public Improvements. Developer shall design and construct all public improvements associated with the Project for street, sidewalk, traffic mitigation measures, and landscaping improvements to Palisades Boulevard as set forth in Exhibit C and as described in Exhibit "D" ("Public Improvements"). Upon completion and acceptance by the Town, Developer shall dedicate all such Public Improvements to the Town. 7.4 Phased Development. The Town acknowledges that Developer plans to develop the Property in up to two phases generally set forth on Exhibit "E" to this Agreement. 7.5 Performance Bond. The Developer, at its expense, shall provide the Town, with a performance bond in such form as reasonably required by the Town Attorney and Town Engineer in an amount equal to the estimated hard costs of the Public Improvements to ensure that the installation of Public Improvements necessary for development of the Property will be completed (the "Public Improvements Assurances"). The performance bond for any Public Improvements shall be required at the time permits are issued for the first phase of the Project. 7.6 Third Party Review and Inspection. If expedited review of any plans is requested by Developer, upon receipt of such a request, the Town shall discuss the request with Developer and Town staff to determine who the Town will retain as its outside consultant to complete the expedited review. Once the Parties reasonably agree on (i) the applicable time frame for review, (ii) the applicable outside consultant, and (iii) the consultant's total fees, Developer will be responsible to promptly pay the Town's actual cost related to outsourcing as such costs are billed to the Town. The Town shall complete the review process as outlined above in a timely manner. 7.7 Dedication and Acceptance. Upon completion by Developer of any Public Improvements, the Developer shall promptly (A) notify the Town in writing of the presumptive completion of such Public Improvements and (B) dedicate to the Town, at no cost to the Town, 5 such Public Improvements free and clear of all liens and encumbrances and in accordance with Town standards applicable to such dedication and acceptance. So long as such Public Improvements are constructed in accordance with Town standards, as verified by the inspection of the completed Public Improvements by the Town Engineer, all punch list items have been completed, and the Public Improvements are free of any liens and encumbrances, the Town shall accept the Public Improvements. The Town shall notify the Developer, in writing, of the Town's acceptance of the Public Improvements within 30 days after notification and shall then promptly release the applicable Performance Bond. Subject to the warranty in Section 7.8, after acceptance of any Public Improvements, the Town shall maintain, repair and operate such Public Improvements at its own cost, which obligation shall survive any termination of this Agreement. Developer, at no cost to Town, shall dedicate, convey or obtain, as applicable all rights -of -way, rights of entry, easements and/or other use rights, wherever located, as useful or necessary for the operation and maintenance of the Public Improvements as required by the Town. 7.8 Warranty. Developer or its assignee shall give to the Town a one-year warranty for all Public Improvements, which warranty shall begin on the date that the Town accepts the Public Improvements as provided in Section 6.7. Any material deficiencies in material or workmanship identified by Town staff during the one-year warranty period shall be brought to the attention of the Developer or its assignee that provided the warranty, which shall promptly remedy or cause to be remedied such deficiencies to the reasonable satisfaction of the Town Engineer. Continuing material deficiencies in a particular portion of the Public Improvements shall be sufficient grounds for the Town to require (A) an extension of the warranty as to that portion only for an additional 90 day period and (B) the proper repair of or the removal and reinstallation of, that portion of the Public Improvements that is subject to such continuing deficiencies. Regardless of whether the applicable warranty period has expired, the Developer agrees to repair any damage to the Public Improvements caused by Developer's construction activities on the Property. Nothing contained herein shall prevent the Town or Developer from seeking recourse against any third party for damage to the Public Improvements caused by such third party, but Developer's seeking such recourse shall not be cause for Developer to delay remediating any deficiencies. 7.9 Shuttle Service. Shuttle Service shall be provided for the age restricted portion of the Project. 7.10 Payment of Charges. Developer shall pay to the Town all applicable and lawful charges prior to the issuance of a construction permit, for platting, site plan, rezoning, permit, development, building inspection, and plan review fees imposed by the Town as of the Effective Date. 8 Cooperation and Alternative Dispute Resolution. 8.1 Representatives. To further the commitment of the Parties to cooperate in the implementation of this Agreement, upon the request of Developer or the Town, the Town and Developer shall each designate and appoint a representative to act respectively on behalf of the Town and its various departments and Developer, except as otherwise provided in this Agreement or by law. The initial representative for the Town shall be the Town Attorney, and the initial representative for Developer shall be Jeremy Hall or other party as identified by 2 Developer from time to time. The representatives shall be available at all reasonable times to discuss and review the performance of the Parties to this Agreement and shall cooperate in order to facilitate any third -parry action needed to complete the actions contemplated by this Agreement. 8.2 Impasse Procedure. If an impasse or dispute arises out of or relates to this Agreement, or the breach thereof, including without limitation the submittal, its interpretation or intent, or processing and approval of the final plat, the Parties agree to first try in good faith to settle the dispute by negotiation. In the event of any such negotiation, the Parties shall personally meet in an effort to resolve such dispute within 20 days of written request to do so by either the Town or Developer. 8.3 Default Cure. Upon a failure or unreasonable delay by any Party to perform or otherwise act in accordance with any term or provision of this Agreement, and failure of the procedures set forth in Sections 8.1 and 8.2 above, the other Party may give written notice of default specifying the nature of the failure or delay and the manner in which it may be satisfactorily cured, if possible. In the event such failure or delay is not cured within 30 days after notice of nonperformance is given by the non -defaulting Party, such Party will be in default. In the event of such default, the non -defaulting Party may seek as its remedy, either the damages reasonably related to the breach or specific performance. If the nature of the defaulting Party's nonperformance is such that it cannot reasonably be cured within 30 days, then the defaulting Party will have such additional periods of time as may be reasonably necessary under the circumstances, provided the defaulting Party promptly (i) provides written notice to the non - defaulting Party and (ii) commences to cure its nonperformance and thereafter diligently continues to completion the cure of its nonperformance. In no event shall any such cure period exceed 90 days. 9 General. 9.1 Notices and Requests. Any notice or other communication required or permitted to be given under this Agreement shall be in writing and shall be deemed to have been duly given if. (A) delivered to the Party at the addresses set forth below; (B) deposited in the U.S. Mail, registered or certified, return receipt requested, to the address set forth below; or (C) to a recognized and reputable overnight delivery service, to the address set forth below: If to Town: Town of Fountain Hills 16705 East Avenue of the Fountains Fountain Hills, Arizona 85268 Attn: Grady Miller, Town Manager With a copy to: Pierce Coleman PLLC 4711 East Falcon Drive, Suite 111 Mesa, Arizona 85215 Attn: Aaron D. Arnson, Town Attorney 7 If to Developer: Hilltop Vista Properties, LLC c/o Jeremy Hall 14550 N. Frank Lloyd Wright Boulevard Scottsdale, AZ 85260 jgh@phxinterests.com With a copy to: David V. Suson, Esq. 109 Cherrywood Bellaire, TX 77401 or at such other address, and to the attention of such other person or officer, as any Party may designate in writing by notice duly given pursuant to this Section. Notices shall be deemed received: (A) when delivered to the Party; (B) three business days after being placed in the U.S. Mail, properly addressed, with sufficient postage; or (C) the following business day after being given to a recognized overnight delivery service, with the person giving the notice paying all required charges and instructing the delivery service to deliver on the following business day. If a copy of a notice is also given to a Party's counsel or other recipient, the provisions above governing the date on which a notice is deemed to have been received by a Party shall mean and refer to the date on which the Party, and not its counsel or other recipient to which a copy of the notice may be sent, is deemed to have received the notice. 9.2 Amendment. No amendment or waiver of any provision in this Agreement will be binding (A) on the Town unless and until it has been approved by the Town Council and has become effective or (B) on Developer unless and until it has been executed by an authorized representative of Developer. 9.3 Headings; References. The headings herein are inserted only as a matter of convenience and for reference and in no way define, limit or describe the meaning of any provision or the scope or intent of this Agreement nor in any way affect the terms and provisions hereof. 9.4 Time of the Essence. Time is of the essence with regard to performance under the terms and provisions of this Agreement, and any amendment, modification or revision thereof, with respect to the actions and obligations of each person bound by the terms hereof. 9.5 Attorneys' Fees. If either Party commences an action against the other to interpret or enforce any of the terms of this Agreement or because of the breach by the other Party of any of the terms hereof, the losing Party shall pay to the prevailing Party reasonable attorney's fees, costs and expenses, including expert witness fees, incurred in connection with the prosecution or defense of such action. For the purpose of this Agreement, the terms "attorney's fees, costs and expenses" shall mean the fees and expenses of counsel to the Parties hereto, which may include printing, duplicating and other expenses, air freight charges, and billed for law clerks, paralegals, librarians and others not admitted to the bar but performing services under the supervision of an attorney. The term "attorneys' fees, costs and expenses" also include, without limitation, all such fees and expenses incurred with respect to appeals, arbitrations and bankruptcy proceedings, and whether or not any action or proceeding is brought with respect to the matter for which said fees and expenses were incurred. 9.6 Recordation. This Agreement shall be recorded in its entirety in the Maricopa County Recorder's Office not later than 10 days after the sooner to occur of the date on which it is fully executed by the Developer and the Town or the date on which the Town is notified that the Closing Contingency has been satisfied.. 9.7 Choice of Law, Venue and Attorneys' Fees. The laws of the State of Arizona shall govern any dispute, controversy, claim or cause of action arising out of or related to this Agreement. The venue for any such dispute shall be Maricopa County, Arizona, and each Party waives the right to object to venue in Maricopa County for any reason. Neither Party shall be entitled to recover any of its attorneys' fees or other costs from the other Party incurred in any such dispute, controversy, claim, or cause of action, but each Party shall bear its own attorneys' fees and costs, whether the same is resolved through arbitration, litigation in a court, or otherwise. 9.8 Good Standing; Authority. Each Party represents and warrants that it is duly formed and validly existing under the laws of the State of Arizona with respect to Developer, or a municipal corporation within Arizona with respect to the Town and that the individuals executing this Agreement on behalf of their respective Party are authorized and empowered to bind the Party on whose behalf each such individual is signing. 9.9 Assignment. The provisions of this Agreement are binding upon and shall inure to the benefit of the Parties, and all of their successors in interest and assignees of Developer, and/or sub -developers who may acquire an interest in all or a portion of the Property, if applicable. Developer may assign this Agreement in whole or in part. Upon any assignment of this Agreement, Developer shall be fully released from any obligations, duties and/or responsibilities under this Agreement, provided such obligations are assumed by the assignee. If Developer conveys an interest in only a portion of the Property and any proposed assignment is for less than all of Developer's rights and responsibilities under this Agreement then the assignee shall be responsible for the performance of each of the obligations in this Agreement to which the assignee succeeds as the developer of that portion of the Property and Developer shall be released from any obligations that are assigned, but shall remain responsible for the performance of any obligations that were not assigned. 9.10 Third Parties. No term or provision of this Agreement is intended to, or shall be for the benefit of any person or entity not a Party hereto, and no such other person or entity shall have any right or cause of action hereunder. 9.11 No Partnership. None of the terms or provisions of this Agreement shall be deemed to create a partnership between or among the Parties hereto in their respective businesses or otherwise, nor shall it cause them to be considered joint ventures or members of any joint enterprise or give them any right to act as an agent for another Party. 0 9.12 Waiver. No delay in exercising any right or remedy shall constitute a waiver thereof, and no waiver of any breach shall be construed as a waiver of any preceding or succeeding breach of the same or any other covenant or condition of this Agreement. No waiver shall be effective unless it is in writing and is signed by the Party asserted to have granted such waiver. 9.13 Further Documentation. The Parties agree in good faith to execute such further or additional instruments and documents and to take such further acts as may be necessary or appropriate to fully carry out the intent and purpose of this Agreement. 9.14 Fair Interpretation. The Parties have been represented by counsel in the negotiation and drafting of this Agreement and this Agreement shall be construed according to the fair meaning of its language. The rule of construction that ambiguities shall be resolved against the Party who drafted a provision shall not be employed in interpreting this Agreement. 9.15 Counterparts. This Agreement may be executed counterparts, each of which shall be an original but all of which shall constitute one and the same instrument. 9.16 Computation of Time. In computing any period of time under this Agreement, the date of the act or event from which the designated period of time begins to run shall not be included. The last date of the period so completed shall be included unless it is a Saturday, Sunday or legal holiday, in which event the period shall run until the end of the next day which is not a Saturday, Sunday or holiday. The time for performance of any obligation or taking any action under this Agreement shall be deemed to expire at 5:00 p.m. (local time, Phoenix, Arizona) on the last day of the applicable time period provided herein. 9.17 Conflict of Interest. Pursuant to ARIZ. REV. STAT. § 38-503 and § 38-511, no member, official or employee of the Town shall have any personal interest, direct or indirect, in this Agreement, nor shall any such member, official or employee participate in any decision relating to this Agreement which affects his or her personal interest or the interest of any corporation, partnership or association in which he or she is, directly or indirectly, interested. This Agreement is subject to cancellation pursuant to the terms of ARIZ. REV. STAT. § 38-511. 9.18 No Boycott of Israel. Developer certifies pursuant to ARIZ. REV. STAT. § 35-393.01(A) that it is not currently engaged in, and for the Term of this Agreement will not engage in, a boycott of Israel. 9.19 Severability. Every provision of this Agreement is and will be construed to be a separate and independent covenant. If any provision in this Agreement or the application of the same is, to any extent, found to be invalid or unenforceable, the remainder of this Agreement or the application of that provision to circumstances other than those to which it is invalid or unenforceable will not be affected by that invalidity or unenforceability. Each provision in this Agreement will be valid and will be enforced to the extent permitted by law and the Parties will negotiate in good faith for such amendments of this Agreement as may be necessary to achieve its intent, notwithstanding such invalidity or unenforceability. 10 9.20 Covenant of Good Faith. In exercising their rights and in performing their obligations pursuant to this Agreement, the Parties will cooperate with one another in good faith to ensure the intent of this Agreement can be attained. 9.21 Estoppel Certificate. Upon Developer's written request, the Town will execute, acknowledge and deliver to Developer and all parties identified by Developer, including without limitation assignees, transferees, tenants, purchasers, investors, lenders, and mortgagees, a written statement certifying (A) that this Agreement is unmodified and in full force and effect (or, if there have been modifications, that this Agreement is in full force and effect, as modified, and stating modifications) and (B) whether there are any existing breaches or defaults by Developer then known to the Town under this Agreement, and if so, specifying the same. The Town will deliver the statement to Developer or such requesting party within 15 days after request. The Town acknowledges that any such assignee, transferee, tenant, purchaser, investor, lender, or mortgagee may rely upon such statement as true and correct. 11 Town TOWN OF FOUNTAIN HILLS an Arizona municipal corporation Ginny Dickey Mayor ATTEST: Elizabeth A. Burke, Town Clerk (ACKNOWLEDGMENT) STATE OF ARIZONA ) ) ss. COUNTY OF MARICOPA ) On , 2019, before me personally appeared Ginny Dickey, the Mayor of the TOWN OF FOUNTAIN HILLS, an Arizona municipal corporation, whose identity was proven to me on the basis of satisfactory evidence to be the person who she claims to be, and acknowledged that she signed the above document on behalf of the Town of Fountain Hills. (Affix notary seal here) Notary Public 12 Developer Hilltop Vista Properties, LLC By its manager, Phoenix Interests, LLC By: Name: Jeremy Hall As Its: Principal Address: 4515 E. Palo Verdes Drive Phoenix, AZ 85018 (ACKNOWLEDGMENT) STATE OF ARIZONA ) ss. COUNTY OF MARICOPA ) On , 2019, before me personally appeared Jeremy Hall, a principal of Phoenix Interests, LLC, whose identity was proven to me on the basis of satisfactory evidence to be the person who he claims to be, and acknowledged that he signed the above document on behalf of the Town of Phoenix Interests, LLC. (Affix notary seal here) Notary Public 13 EXHIBIT A TO DEVELOPMENT AGREEMENT BETWEEN THE TOWN OF FOUNTAIN HILLS AND HILLTOP VISTA PROPERTIES, LLC [Legal Description of the Property] Exhibit B Site Plan 15 Exhibit C WE 16 Exhibit D Public Improvements 17 Exhibit E Phasing In