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OV1801921
oQo�P�IEv AHi'0 FOUNDED %9�a Town of Oro Valley Community and Economic Development Department March 11, 2019 Dawn Fortuna Rick Engineering Co. 6150 N. 16th Street Phoenix, AZ 85016 dfortuna(a.rickengineerinq.com Ryan Mott Melcor Development 6930 E. Chauncey Cane, STE 135 Phoenix, AZ 85054 rmott(o)melcor.com Re: Conceptual Design Review River's Edge — 21 lot subdivision NEC of Lambert Lane and Shore Cliff Drive Action letter, OV1801921 Dear Ms. Fortuna, During their regularly scheduled meeting on March 6, 2019, the Town Council approved the proposed 21- lot subdivision located on the northeast corner of Lambert Lane and Shore Cliff Drive. The next step is to submit final design plans (see enclosed process guide). At the applicant's risk, the final site and improvement plans may be combined. If you have any questions, please feel free to contact me. Sincerely, Milini Simms Senior Planner 520.229.4836 msimms@orovalleyaz.gov oQO�py1.EY ,gR�oy9 "'DUNDED A91" Town of Oro Valley Community & Economic Development January 15, 2018 Dawn Fortuna Rick Engineering Co. 6150 N. 16th Street Phoenix, AZ 85016 dfortuna(�i-)rickengineering.com Re: OV1801921, Engineering comments: Conceptual Site Plan & Landscape Plan For Rivers Edge, NEC of Lambert Lane and Shore Cliff Drive Dear Ms. Fortuna, Development Engineering has completed review of the subject conceptual site plan, and has no additional comments. Therefore, the subject plan is generally acceptable. If you have any questions, please call me at (520) 229-4824. Sincerely, Esteban C. eo,4P:€. Senior Civil Engineer C:file Oro Valley, it's in our nature. 11000 N. La Canada Drive, Oro Valley, Arizona 85737 www.orovalleyaz.gov I phone: (520) 229-4800 1 fax: (520) 742-1022 e_, �P�I.EY A'OVNDED 191 h Town of Oro Valley Community and Economic Development Department February 7, 2019 Dawn Fortuna Rick Engineering Co. 6150 N. 16th Street Phoenix, AZ 85016 dfortuna(a)rickengineering.com Ryan Mott Melcor Development 6930 E. Chauncey Cane, STE 135 Phoenix, AZ 85054 rmott(a)melcor.com Re: Conceptual Design Review River's Edge — 21 lot subdivision NEC of Lambert Lane and Shore Cliff Drive Action letter, OV1801921 Dear Ms. Fortuna, During their regularly scheduled meeting on February 5, 2019, The Planning and Zoning Commission recommended approval of the proposed 21-lot, single-family residential subdivision, located on the northeast corner of Lambert Lane and Shore Cliff Drive. The next step is for the project to be considered by Town Council on March 6, 2019. The meeting will be held at Town Hall (11000 N. La Canada Drive) at 6 PM. The applicant is expected to attend and be prepared to present and answer questions. Please submit a PowerPoint presentation via email by 5 PM on March 4. A staff report and agenda for the meeting will be available online at www.orovalleyaz.gov at least 24 hours prior to the meeting. If you have any questions, please feel free to contact me. Sincerely, Milini Simms Senior Planner 520.229.4836 msimms@orovalleyaz.gov oQc, Y M�ray9 TOWN OF ORO VALLEY COMMUNITY DEVELOPMENT & PUBLIC WORKS DEPARTMENT ' 11000 N. LA CANADA DRIVE, ORO VALLEY, AM 85737 PHONE: (520) 229-4800 FAX: (520) 742-1022 Yyg www.orovalleyaz.gov FUNDE9 1.2 GENERAL APPLICATION FORM office use'onl OV Case # V 1.: _Application Type ❑ Major General Plan Amendment ❑ Final Plat U ❑ Rezoning/PAD Amendment ❑ Pre -Application ❑ JUL�2o%$ Planned Area Development Zoning Verification ❑ Conditional Use Permit ❑ Sign Criteria ❑ Zoning Code Amendment ❑ Sign - PAD Exemptiol ..-........ Conceptual Site Plan ❑ Master Sign Program Conceptual Public Art ❑ Communication Facility - Tier 1 and 2 Minor ❑ Conceptual Architecture ❑ Communication Facility - Major ❑ Final Site Plan ❑ Revised Development Plan ❑ Conceptual Landscape Plan ❑ Other Subject PropertV Information: _ Z Z4-- 2 o - ZC Address: 1JLG tAm rr J �Jktore- Parcel/Tax Code: Z24-' Z ri Subdivision / Commercial Center Name: !R uv, "-Ai G Book / Page or Sequence Number. Lot Number(s) Legal Description: `lcG Ajlay Section/Township/Range: 1= IZsj /-A 13 C` Area of Property: pry_ Existing Land Use: Proposed Land Use:'j� Ch iC/� rc}•,'Q Applicant Information: * If more than one, attach list Applicant *: Nam '-Qlawn *:--uM Firm: T e, 07klc� I h tov f6 k? Address: (D 125o IJ • I (.044" •e-e4-- City: fDeYi l V State: X-a- Zip: 8 Telephone: (Oe Z-11ti'7 - Fax: Email: d-�yr�-uytG� r ► L .� h _ _r; nN • CUIi'1 �370 Property Owner(s) if different from Applicant *: Name: �,�/G� h r iy'L7- �iV1GtU�,/ Firm: Wl�E �0✓��E'-A' Address: �O 30 r • C,t1(An t7 "Cil rh : or -kit v Statelk' Zap:��b�is� Telephone: ¢430:6!M Fax: Email: rMa-i-I-rp MG�✓.GA• 4 & 6-7 - Consultant:'Z,GVG61Z) "he-f-1 KA—, (Discipline) Name: Firm: -�4fcy—ffkLI':i eeii�`�'�-�J Address: & I Z70 N • IU f""' - -rE a i- City: �OeY�# Y StateA+ Zip: 6'Fo % b Telephone: 6b-z-qCi-7 -- Fax: Email: GCYtt-1b�'llial"�Gk-•etne,iN��r�><rn . G'p -! ;!r!p �T 1 Project Description/Narrative: ' vr�e /��► c� �i t -Gum- "�tr�i t j k r U 41 (l�l . I hereby certify that I have read and examined this application and know the same to be true and correct. I am the owner of the property or the Owner's authorized representative, and if not the owner, I have obtained the owner's permission to perform stated work. All provisions of laws and ordinances goveming this type of work will be complied with whether specified herein or not. The approval of this application does not presume to give authority to violate or cancel the provisions of any other federal, state or local law for which this project may be subject to. Notice: It is the applicant/owner's responsibility to ensure all private rules and regulations (such as Covenants, Conditions & Restrictions (CC&R's)) of the subdivision and/or commercial center are adhered to. Contact your Home Owners Association or property management to determine applicable requirements. It is also the applicant's responsibility to coordinate with all outside agencies to secure their acceptance or clearance. F ilure to do so may delay issuance of permits. See attached list of agencies. pplicant's Signature Print Name D to Important Note: All submittals received after 4:00 p.m. will be processed the next day Submittals will be rejected if: • Not folded using Pima County fold & collated; • There are missing items on the checklist unless otherwise approved by Planning and Zoning Administrator or Town Engineer. • Re -submittals cannot be accepted without a transmittal and a written response to staff comments. 2 File No.: 60012969-001-P13 I *:4-011: iI1I.1 A parcel of land located in Section 12, Township 12 South, Range 13 East, Gila and Salt River Base and Meridian, Pima County, Arizona, described as follows: COMMENCING at a found 1.5 inch iron pipe accepted as the center quarter corner of said Section 12, from which a 2 inch brass cap accepted as marking the East quarter corner of said Section bears South 89 degrees 59 minutes 44 seconds East, a distance of 273730 feet; THENCE South 89 degrees 59 minutes 44 seconds East along the East-West center Section line, a distance of 893.96 feet to a point on the Easterly line of Common Area iOB", as per plat of Pusch Ridge Vistas II, as recorded in Book 58 of Maps and Plats at page 70, Pima County Records, Pima County, Arizona, said point being the TRUE POINT OF BEGINNING; THENCE North 31 degrees 37 minutes 18 seconds East along the East line thereof, a distance of 240.52 feet; THENCE North 71 degrees 07 minutes 48 seconds East along the Southeasterly line thereof, a distance of 143.19 feet to the Southeast corner thereof; THENCE North 71 degrees 05 minutes 44 seconds East, a distance of 161.61 feet; THENCE North 35 degrees 51 minutes 50 seconds East, a distance of 50.43 feet; THENCE South 21 degrees 53 minutes 48 seconds East, a distance of 137.74 feet; THENCE South 10 degrees 49 minutes 37 seconds East, a distance of 363.98 feet to a point on the North right-of-way of Lambert Lane as dedicated per Docket 9332 at page 508, Pima County Records said point being on a 1837.95 foot radius curve concave to the Southeast, from which the radius bears South 17 degrees 36 minutes 28 seconds East; THENECE Southwesterly along said curve to the left, through a central angle of 17 degrees 29 minutes 35 seconds (the chord of which bears South 63 degrees 38 minutes 45 seconds West, a distance of 558.97 feet) an are length of 561.15 feet to a point of reverse curvature; THENCE Northwesterly along said 25-foort radius curve to the right, through a central angle of 88 degrees 27 minutes 49 seconds (the chord of which bears North 80 degrees 52 minutes 08 seconds West, a distance of 34.88 feet), an arc length of 38.60 feet; THENCE North 36 degrees 38 minutes 14 seconds West, a distance of 163.73 feet; THENCE Northwesterly along a tangent 775.00 foot radius curve to the left, through a central angle of 05 degrees 43 minutes 35 seconds (the chord of which bears North 39 degrees 30 minutes 01 seconds West, a distance of 77.43 feet), an arc length of 77.46 feet; THENCE North 31 degrees 37 minutes 18 seconds East, a distance of 225.99 feet to the TRUE POINT OF BEGINNING. (JV Arb 84 (Section 12) and also Arb 104 Block 2 Book 12 of Maps Page 15 and Arb 112, Lot 11 Block 2 Book 12 of Maps Page 15) Condition of Title Report Page 2 0- DEVELOPMENT�LT ENGINEERING COMPANY NEIGHBORHOOD MEETING PUBLIC OUTREACH PLAN & REPORT (Updated June 28, 2018) 1) Introduction As part of the Conceptual Design process the applicant, Melcor Developments Ltd., is required to hold neighborhood meetings to encourage public participation. This Public Outreach Report (POR) conforms to the requirements set forth in the Town of Oro Valley Zoning Code Section 22.15 E-Public Participation. This process provides an opportunity for public information and engagement. 2) Project Description The subject property is located on the northeast corner of Lambert Lane and Shore Cliff Drive. This parcel is part of the existing Melcor Planned Area Development (PAD) that was approved in 1994. The proposed site encompasses approximately 6.46 acres. See Figure 1-Location Map. Melcor is developing the property as single family detached homes which are similar to adjacent development. 3) Stakeholders/Home Owners Association (HOA) Affected by the Proposal This site is surrounded by single family residential development and includes the following As within 600-feet of the proposed development: D • Rivers Edge Community Association 5 �0�6 • Rivers Edge HOA • Rivers Edge Lots 70-102 Community Association 0 • Pusch Ridge Vista II • • Catalina Ridge Community Association Homeowners within 600-feet of the proposed subdivision where notified by utilizing a mailing list generated from the Pima County Assessor website. 4) Neighborhood Meeting Process The neighborhood meeting held in Council Chambers on March 13, 2018 served two purposes. First it was in educational session with the neighbors, other stakeholders and the Town's project planners to review and discuss the process and applicable planning and zoning regulations. Second, the meeting was an opportunity to present the project, solicit feedback, and address issues and concerns. 5) Comment Letters, Petition, Etc. Below is the written correspondence that the applicant received from the Town in response to the meeting notification. No further written correspondence was received by the applicant. 11 Melcor Developments Ltd. I Rivers Edge Public Outreach Plan I Town of Oro Valley DEVELOPMENTS ;LT9D From: psmyeolus@aol.com <psmyeolus@aol.com> Sent: Tuesday, March 13, 2018 6:11 PM To: Spaeth, Michael; Town Council Cc: psmyeolus@aol.com Subject: 21-Lot Subdivision on E. Lambert Ln. & Shore Cliff Dr. Dear Council Members & Mr. Spaeth, March 13, 2018 Regrettably, I'm unable to attend the Meeting tonight Re: the 21-Lot Subdivision Proposal. I trust however, that you share our interests in doing all that's possible to be kind to the environment, as environmentally sensitive as possible as this project proceeds. Please do all you can do in support of our delicate, yet beautiful desert environment. We neighbors also share concern about the increased traffic, during construction & afterward, that this will incur. (I wonder if the speed limit on E. Lambert Ln. may need reduction?) Most importantly, however, we have serious accident waiting to happen regarding left turns from E. Lambert Ln. onto Pusch View Ln. With increased traffic that the new proposal will create, this becomes even a more deadly intersection, in dire need of stoplights. Are stoplights for this intersection being planned? Would one of you please advise? Thank you for all that you do in preservation of our beautiful desert home of Oro Valley! Sincerely, Phillip Mitchell Family, 10749 N. Avenida Vallejo 297-1958 PS - As so many townships & municipalities in western & other states have done, will Oro Valley ban the use of Round -Up herbicide for city use? As you know, Round -Up, esp. the highly -toxic glyphosate content, has been shown to be responsible for all manner of cancers including leukemia. From: gary darst [mailto:garydarst@comcast.net] Sent: Monday, March 19, 2018 9:29 AM To: Simms, Milini <msimms@orovalleyaz.gov> Cc:'Cheryl Lewis' <clew.re2@gmai1.com>; Richard Hawkinson <rohawkin@yahoo.com>; Moto Yang <motoVang2004@yahoo.com> Subject: Project 21 lot subdivision Lambert and Shore Cliff Ms Milini Simms, I am the owner of Lot 5 Rivers Edge 2. My wife and I closed on the home in July 2010. I attended the meeting held on 3/13/18 to hear about the project. I was one of the many neighbors to attend. I also was vocal about the proposed project. Here are my concerns: 1) Traffic and noise coming from 21 lots / 42 vehicles entering from Lambert Lane to Shore Cliff Drive. Move project entrance to be from Lambert Lane. 21 Melcor Developments Ltd. I Rivers Edge Public Outreach Plan I Town of Oro Valley EiLl 0 f DEVELOPMENTS MLTD. 2) Loss of view to the east. Mt Lemon and Push Ridge. Caused from raising the site to be level with Shore Cliff Drive. Coupled with 2 story construction. 3) Decline in property values due to 2 story homes built close to Shore Cliff Drive. My lot is 5 ft lower than street level as are my neighbors. 4) Headlights, noise, pollution from project 21. The proposed entrance is directly across from my backyard. Not what we purchased in 2010. 5) Loss of quality of life in Oro Valley due to construction and access point. 6) Street debris from water runoff. There is already debris after rains which will only increase. 7) Child safety due to "play area" near the corner of Lambert Lane and Shore Cliff drive. 8) Water runoff, drainage, erosion and existing expenses borne by various HOA's. Hopefully, there can be resolution that considers those who have already invested in a community for their families. Respectfully submitted, Gary Darst Lot 5 Rivers Edge 2 520-308-4072 6) Summary of Issues and Solutions Regarding Site Layout 1. How many of the homes will be two-story and where will they be located? Location of 2-story homes will be determined by individual home buyers within the zoning criteria guidelines. 2. How high will the sidewalk and home closest to the southwest corner be raised for development? The proposed sidewalk along the east side of Shore Cliff will be similar in elevation as the existing roadway. The proposed finished floor of Lot 8 is similar in elevation to adjacent roadway grade on Lambert Lane. 3. Can all of the homes along the eastern perimeter be single -story? If so, how would this restriction be maintained and communicated to the future home builder? It is not anticipated that homes along the eastern boundary be restricted to single story. Existing homes on the east side of the channel or over 120 feet away from future homes. 4. What is the easement (Channel View Place) running through the north side of the property and how can it be developed on? This easement will be abandoned during the final plat phase. 31 Melcor Developments Ltd. I Rivers Edge Public Outreach Plan I Town of Oro Valley MELCOR ENGINEERING C:OMFI ALNY 5. The property is home to wildlife. Will there be greenspace? Over 25% of the property will be utilized as open space, particularly along the northern boundary which will combine with that open space. 6. Can the open space north of the property be developed? The existing open space to the north has previously been platted. 7. Will there be a playground or area for children within the development? Given the small overall acreage and lot count, a separate play area is not provided. It is however in close proximity to Canada Del Oro Riverfront Park. Regarding drainage: 8. Will the required Drainage Study include the proposed improvements and existing conditions? A Drainage report will be provided with the Final Construction plan submittal and will reflect both existing and proposed conditions. 9. Who is responsible for ongoing maintenance of the proposed drainage improvements? The HOA will be responsible for maintenance of the proposed onsite drainage improvements. 10. How is maintenance assured so nearby neighborhoods are not impacted? Maintenance can be achieved from with internal subdivisions as well as a drainage tract along the eastern boundary. 11. What is the cost for maintaining the improvements and how will future homeowners be notified of this cost? Conveying of costs and maintenance will be through the HOA board. 12. The existing drainage channel located east of the property is in disrepair and not functioning properly. Will this development be responsible for some of the maintenance of it? Rivers Edge will not be responsible for maintenance or improvements of this existing channel as it is not within their property. 13. In regards to the proposed drainage improvements along the east side of the property, what size of pipe will be used and will it be visible? Where will the pipe connect to? The proposed pipe has been preliminarily sized as a 36" pipe. It will connect to the existing box culvert in Lambert Lane and be underground. 41 Melcor Developments Ltd. I Rivers Edge Public Outreach Plan I Town of Oro Valley MEl.COR • • a • • • ENGINEERING COLIIAKY 14. When was a local flood zone established on this property? FEMA determined the Zone X flood zone in June 2011. 15. Will this development improve the existing off -site drainage issues of sediment and debris flowing onto Shore Cliff Drive? Who is responsible for the property creating this issue (triangle piece, north of the proposed development)? This site will convey a portion of flows through the proposed pipe along the eastern boundary. This should help to alleviate flows from the north. Existing flows from along the north side of Lambert Lane will continue to pass through the existing culverts under Shore Cliff Drive in its historic path. Regarding traffic: 16. Was an access drive off of Lambert Lane considered? Access from Lambert Lane was considered however Town directed that access be provided off of Shore Cliff. 17. How much traffic will the development generate? According to the Institute of Transportation Engineers Trip Generation Manual, this site will add 199 average daily trips a day. 18. People use Lambert Lane as an alternate to First Ave and Oracle Road. New developments (Nakoma Sky) will also increase traffic along Lambert Lane. As such, traffic is noisy, always busy and speed enforcement is an issue. Additional trips generated by this subdivision are nominal. 19. Will the Town consider lowering the speed on Lambert Lane or put in a pedestrian crosswalk? Especially for children crossing to get the bus. The applicant will defer to the Town to address. Other: 20. What will the subdivision be named? Another River's Edge will be confusing. This property is part of the overall Rivers Edge PAD and will utilize a similar name. 21. What will be the price for homes? Final home prices have not yet been determined. 22. There is a currently a for sale sign on the lot. Is it still for sale? The site is being designed with the opportunity to sell or develop by Melcor. 23. What will be done to control dust during construction? What will be the construction times? Best Management Practices will be maintained during construction. Ultimate construction timeframe has yet to be determined. 51 Melcor Developments Ltd. ( Rivers Edge Public Outreach Plan I Town of Oro Valley MELCOR 7) Unresolved Issues Istam ENGINEERCo�traf Will screening, such as perimeter walls or lot walls be used to reduce light pollution from cars exiting the development to surrounding residences? Or to maintain privacy to the existing homes located east of the property? Perimeter walls will be constructed for privacy of each individual lot. The site configuration will block any potential headlights to the east. The exit of the project will be at similar elevation as the existing roadway elevation. However, the existing rear yard of existing home sits lower with a view fence. Further mitigation measures should be considered and discussed with the homeowner. How does Town staff evaluate view impacts? Applicant will defer to staff on view evaluation parameters. 61 Melcor Developments Ltd. I Rivers Edge Public Outreach Plan ( Town of Oro Valley 1 ORO VALLEY GENERAL NOTES: 1. URU55 AREA OF DEVELOPMENT: 6.46 ACRES 4 2. RESIDENTIAL UNITS PER ACRE: 3.25 UNITS/ACRE 3. EXISTING ZONING: PAD (TR, C132, CR5) 4. NO KNOWN ZONING VARIANCES OR MODIFICATIONS APPLY TO THE SUBJECT PROPERTY. 5. TOTAL RESIDENTIAL LOTS: 21 6. MINIMUM LOT SIZE 6,000 SF OR 2,000 SF WITH TOWN COUNCIL APPROVAL 7. TOTAL MILES OF NEW PUBLIC STREETS: 720-FEET 8. TOTAL MILES OF NEW PRIVATE STREETS: 0-FEET 9. ASSURANCES FOR WATER SERVICE, SITE STABILIZATION AND LANDSCAPING MUST BE POSTED PRIOR TO THE ISSUANCE OF GRADING PERMITS. 10. BUILDING HEIGHT: 24' MAX ALLOWED AND PROPOSED (INCLUDING 2- STORY HOMES. 11. THIS PROJECT IS DESIGNED TO MEET THE OVERLAY CRITERIA FOR LOTS 1 - 21 USING THE HILLSIDE DEVELOPMENT ZONE (HDZ) - RIVER'S EDGE (MELCOR) PAD. t{ 12. TOTAL AMOUNT OF UNDISTURBED NATURAL OPEN SPACE: 10,374 SF 13. TOTAL AMOUNT OF OPEN SPACE: REQUIRED: N/A PROVIDED: 87,064 SF 14. LANDSCAPED BUFFER YARDS PROVIDED: WEST (STREET): BUFFER TYPE A-15' NORTH: N/A EAST: N/A SOUTH (STREET): BUFFER TYPE A-15' 15. RECREATION AREA. SATISFIED BY PROXIMITY OF LOCAL PARKS 16. ALL COMMON AREAS WILL BE OWNED AND MAINTAINED BY THE HOA 17. BUILDING SETBACKS: ALLOWED AND PROPOSED FRONT YARD: 20' REAR YARD: 10' SIDE YARD: 10' 18. DESIGN SPEED IS 25 MPH. THE DESIGN VEHICLE IS SU-30. 19. ALL NEW PUBLIC ROADS WITHIN AND ADJACENT TO THIS PROJECT WILL BE CONSTRUCTED IN ACCORDANCE WITH APPROVED PLANS. SEPARATE PUBLIC IMPROVEMENT AND CONSTRUCTION PLANS WILL BE SUBMITTED TO THE TOWN ENGINEER'S OFFICE FOR REVIEW AND APPROVAL. 20. ANY RELOCATION OR MODIFICATION OF EXISTING UTILITIES AND/OR P`JBLIC IMPROVEMENTS NECESSITATED BY THE PROPOSED DEVELOPMENT WILL BE AT NO EXPENSE TO THE PUBLIC. 27. THIS DEVELOPMENT MUST COMPLY WITH THE ORO VALLEY WATER UTILITY SPECIFICATIONS MANUAL DURING ALL PHASES OF CONSTRUCTION. 28. THIS PROJECT WILL BE SERVED BY ORO VALLEY WATER UTILITY WHICH HAS BEEN DESIGNATED AS HAVING AN ASSURED 100 YEAR WATER SUPPLY BY THE DIRECTOR OF WATER RESOURCES. ANY AND ALL WELLS MUST BE ABANDONED PER ADWR REGULATIONS. 29. A LINE EXTENSION AGREEMENT MUST BE IN PLACE PRIOR TO ANY WORK ON THE WATER INFRASTRUCTURE FOR THIS PROJECT BEGINS. 30. SHOULD AN EASEMENT BE IN CONFLICT WITH ANY PROPOSED BUILDING LOCATION, VACATION OF THE EASEMENT IS TO OCCUR PRIOR TO ISSUANCE OF BUILDING PERMITS. 31. FIRE HYDRANTS CONNECTED TO AN APPROVED WATER SUPPLY OF 1500 GPM FOR FIRE PROTECTION MUST BE INSTALLED AND IN SERVICE PRIOR TO COMBUSTIBLE MATERIAL DELIVERY TO THE SITE. TEMPORARY CONSTRUCTION OFFICE TRAILERS ARE CONSIDERED COMBUSTIBLE MATERIAL. 32. APPROVED FIRE APPARATUS ACCESS ROADS MUST BE INSTALLED AND 1N SERVICE PRIOR TO COMBUSTIBLE MATERIAL DELIVERY TO THE SITE. 33. APPROVED AUTOMATIC SPRINKLER SYSTEMS IN NEW BUILDINGS AND STRUCTURES SHALL BE PROVIDED THROUGHOUT ALL GROUP A, B, E, F, H, I, M, R, AND S OCCUPANCIES FOR EVERY FACILITY, BUILDING OR PORTION OF A BUILDING HEREAFTER CONSTRUCTED WITHIN OR MOVED INTO THE JURISDICTION. APPROVED AUTOMATIC SPRINKLER SYSTEMS SHALL BE PROVIDED THROUGHOUT ALL ONE- AND TWO-FAMILY DWELLINGS AND TOWNHOUSES USED AS MODEL HOMES WITH SALES OR CONSTRUCTION OFFICES, AND ONE- AND TWO-FAMILY DWELLINGS AND TOWNHOUSES WHICH EXCEED 3,600 SQUARE FEET IN FIRE -FLOW CALCULATION AREA HEREAFTER CONSTRUCTED WITHIN OR MOVED INTO THE JURISDICTION. 34. TEMPORARY STREET SIGNS MUST BE INSTALLED AT EACH STREET INTERSECTION WHEN CONSTRUCTION OF NEW ROADWAYS ALLOWS PASSAGE OF VEHICLES. ALL STRUCTURES UNDER CONSTRUCTION MUST BE CLEARLY IDENTIFIED WITH AN APPROVED ADDRESS. 35. THE INSTALLATION OF TRAFFIC CONTROL SIGNALING DEVICES AND/OR ELECTRICALLY OPERATED GATES ON FIRE APPARATUS ACCESS ROADS SHALL INCLUDE PREEMPTIVE CONTROL EQUIPMENT COMPATIBLE WITH THE FIRE DEPARTMENT'S EXISTING SYSTEM. 36. THE FOLLOWING CODES AND STANDARDS SHALL BE APPLICABLE TO THIS DEVELOPMENT: • 2006 INTERNATIONAL CODES WITH LOCAL AMENDMENTS • 2005 NATIONAL ELECTRICAL CODE • 2010 AMERICAN DISABILITIES ACT ACCESSIBILITY GUIDELINES • 2006 GOLDER RANCH FIRE DISTRICT STANDARDS AND FORMS • 2008 TOWN OF ORO VALLEY POOL CODE • 2003 PC/COT STANDARD SPECIFICATIONS & DETAILS FOR PUBLIC IMPROVEMENTS • 2010 TOWN OF ORO VALLEY DRAINAGE CRITERIA MANUAL • 2004 TOWN OF ORO VALLEY SUBDIVISION STREET STANDARDS AND POLICIES MANUAL • TOWN OF ORO VALLEY ZONING CODE, CURRENT REVISED • ORO VALLEY TOWN CODE, CURRENT REVISED 37. ALL SIGNAGE AND LIGHTING TO BE ADDRESSED AS PART OF A SEPARATE REVIEW AND APPROVAL PROCESS. A=5.73 ` L=77.51' R=775.00 �O,ro/G�: CONCEPTUAL SITE PLAN FOR N35°51'04"E 50.51' N71°06'19"E 161.59' � D�Iocp L 4 ■ PROJECT SITE N 3"=1 MILE LOCATION MAP 20 t�' � A PORTION OF SECTION 12, T-12-S, 18 N R-13-E fF { 3t 19 ENGINEER OWNER/DEVELOPER RICK ENGINEERING COMPANY MELCOR DEVELOPMENTS ARIZONA, INC. ' 76 6150 NORTH 16TH STREET 6930 E CHAUNCY LANE, SUITE 153 PHOENIX, AZ 85016 PHOENIX, AZ 85054 ' 1 "=100' PHONE: 602-957-3350 PHONE: 480-699-4687 ..... . RESIDENTIAL S.......,.UBDIVISION.77 CONTACT: CHRIS PATTON, P.E. CONTACT: RYAN MOTT RIVERS EDGE/CANADA DEL ORO ESTATES (1-45) EMAIL; CPATTON©RICKENGINEERING.COM EMAIL: RMOTT@MELCOR.CA BOOK 62, PAGE 37 CR-2 BASIS OF BEARING BENCHMARK THE EAST LINE OF THE SOUTHEAST AT THE SOUTHEAST QUARTER SECTION 12, LO QUARTER SECTION 12, TOWNSHIP 12 TOWNSHIP 12 SOUTH, RANGE 13 EAST 00 SOUTH, RANGE 13 EAST AS SHOWN IN FOUND 2" BRASS DISK 74` BOOK 58 OF MAPS AND PLATS AT PAGE ELEVATION: 2567.25' do- ;#° ,' 70. SAID BEARING BEING NOO° 17'S7"W RIVERS EDGE PAD UNDERLYING ZONING DISTRICTS PIMA COUNTY ORO VALLEY ZONING DISTRICT ZONING DISTRICT SR -- E. EDGE EST. LOTS -- R1-43 CR-2 -- (CLUSTER) UPLANDS -- R1-20 CR-2 -- (CLUSTER) HIGHLANDS -- R1-7 CR-5 -- SINGLE FAMILY -- R-4 CR-5 -- MULTI -FAMILY -- R-6 TR -- OFFICE -- R-S CB-2 -- ACTIVITY CENTER -- C-2 PAD DISTRICT 41208 CHRISTOPHER G. PATTON o 7-3-18, Expires: �-30-19 ENGINEERING COMPANY REF: OV 12 - 0 3 - 2 0 6150 NORTH 16TH STREET RIVER'S EDGE (MELCOR) PHOENIX, AZ 85016 602.957.3350 PLANNED AREA (FAX)602.285.2396 Tucson - San Diego - Riverside - Orange DEVELOPMENT 7 Sacramento - San Luis Obispo - Denver N =500' sly-Q 5 151% • •i •4 CONCEPTUAL SITE PLAN FOIIii I= a !m STO-4 Eq LOTS 1 - 21 AND COMMON AREAS "A" BEING A PORTION OF THE SOUTHEAST QUARTER OF SECTION 12, TOWNSHIP 12 SOUTH, RANGE 13 EAST, GILA & SALT RIVER MERIDIAN, TOWN OF ORO VALLEY; PIMA COUNTY, ARIZONA SCALE: N/A CONTOUR INTERVAL: 1' rickenginee ring.com DATE: JULY 3, 2018 PROD: 4824A SHEET NAME: CV1 SHEET 1 OF 3 P:\4824A_?ivers_Edce\Civii\DWGs\PrePlot\4892a-COV.dwa 2018-07-03 - 2:41PV. - kmi LEGEND ABBREVIATIONS PROPERTY BOUNDARY APN CENTERLINE B CH H BCF — — — — — — RIGHT OF WAY B/C — — LOT LINE BOT BW SETBACKLINE C/L ----------- ----- EASEMENT CB CY .......................................................................................................................................................................................................... EXISTING LOT LINE EG ............. -..................................................................... ............... ...................................................................................... EXISTING PAVEMENT EL EOP EXISTING STRIPING EX FH - - ................................................. ;�i...................................................................................................................................... EXISTING WATERLINE F/C FD .....-.......................I.................. F E,........................................--.........................-....-...-.....-.................................................. EXISTING SEWER LINE FF ........................... - ........... ................................................................................................................................................. EXISTING ELECTRIC FL G .............................................. :.F............................................................................................-............... EXISTING OVERHEAD ELECTRIC HP r............................................................................................................................................. EXISTING FIBER OPTIC HW L ................................ CIA?'{;.................................................................................................................. EXISTING CABLE 1V LN ...................................................................................................................................... EXISTING GAS LP LS ................. -x.......... .............................X............................ .... _.... X........ .... .......... ...... ....._....F:..... ..... .......... ... EXISTING FENCE LT — �m.�..� _........m...... _ .._......m...-_-m.� ...... EXISTING MAJOR CONTOUR NTS P ----- .............. -----...... EXISTING MINOR CONTOUR P/L - - PROPOSED BUILDING SET BACK PAD PC —♦— PROPOSED GRADE BREAK PC/COT PROPOSED EDGE OF PAVEMENT PUE R PROPOSED CURB R/W W PROPOSED WATERLINE RT S/W S PROPOSED SEWER LINE SD PROPOSED STORM DRAIN PIPE SS TC PROPOSED BLEED PIPE TF PROPOSED MAJOR CONTOUR TOOV TRW --- —---------— ----- -- PROPOSED MINOR CONTOUR TW PROPOSED BASIN HW & BOT TYP VNAE EXISTING POWER POLE Vp EXISTING GUY WIRE Vr W EXISTING SIGN WS EXISTING WATER METER EXISTING SEWER MANHOLE 6�X PROPOSED SPOT SHOT 0.40% PROPOSED SLOPE (A —A N PROPOSED SECTION , PROPOSED MONUMENT ® PROPOSED WATER VALVE 0 PROPOSED WATER METER O PROPOSED SEWER MANHOLE �— PROPOSED SEWER SERVICE PROPOSED CATCH BASIN PROPOSED STORM DRAIN MANHOLE PROPOSED HEADWALL lj� PROPOSED RIPRAP =0010. DISCHARGE ARROW t- PROPOSED SIGN C/L I 8: 25' R/W 1 25' R/W i 8' I PUE 16' 16' i PUE ec ec � 14' 14' I 4' 4' SW l W 10.00' 2" AC OVE 8" ABC 8" WATER 8" SEWER LOCAL STREET NTS C/L SHORE CLIFF DRIVE NTS ASSESSORS PARCEL NUMBER BRASS CAP IN HAND HOLE BRASS CAP FLUSH BACK OF CURB BOTTOM OF BASIN ELEVATION BOTTOM OF WALL CENTERLINE CATCH BASIN CUBIC YARDS EXISTING GRADE ELEVATION EDGE OF PAVEMENT EXISTING FIRE HYDRANT FACE OF CURB FOUND FINISHED FLOOR FLOW LINE GAS HIGH POINT HIGH WATER ELEVATION LENGTH LANE LOW POINT LANDSCAPING LEFT NOT TO SCALE PAVEMENT POINT ELEVATION PROPERTY LINE PROPOSED PAD ELEVATION POINT OF CURVE PIMA COUNTY/CITY OF TUCSON PUBLIC UTILITY EASEMENT RADIUS RIGHT OF WAY RIGHT SIDEWALK STORM DRAIN SEWER SERVICE TOP OF CURB TOP OF FOOTING TOWN OF ORO VALLEY BOTTOM TOP OF RETAINING WALL TOP OF WALL TYPICAL VEHICLE NON ACCESS EASEMENT VOLUME PROVIDED VOLUME REQUIRED WATER WATER SERVICE = 1willref.10 12' 0 DETENTION 2' BASIN HW 31� 8„ MITERED 36" DRAIN PIPE PAD 6" CLASS "B" CONCRETE (2500 PSI MIN) WW/—/6 W1.4XW1.4 WWF ,o s f, F� l0o HAND PLACED ANGULAR ROCK ' RIP RAP, D50=8" MIN EMBED ROCK TO A DEPTH OF 3 5' MIN AROUND PIPE ENDS PAD ON 2' NBw SLOPE REQUIRES GROUTED RIPRAP WHEN STEEPER .--' THAN 2:1 _ (TYP) _" + �P 10' �- B TYPICAL SECTION NTS J J I I X 0 SZ TaEKA6=� 2 LAYERS DUMPED ANGULAR ROCK RIP RAP INLET/OUTLET PROTECTION MITER PIPE END TO D50=8" MIN, T=16" MIN PIPE SIZE AND MATCH SLOPE SURFACE OVER 1 LAYER MIRAFI 18ON SLOPE PER PLAN FILTER FABRIC OR EQUIVALENT ao 12" 101'Wx3'H CLASS "B" CONCRETE (2500 PSI MINI CUTOFF WALL 8„ ICI 6" CLASS "B" CONCRETE (2500 PSI MIN) W/6"x6 W1.401.4 WWF •, HAND PLACED ANGULAR ROCK RIP RAP, D50=8 MIN EMBED ROCK TO A DEPTH OF 3„ am "lI i CUWOFFHWALL 12" GROUTED RIP RAP CHANNEL SLOPE LINING NTS FG=87. 15' TRACT J J x� �� i � TYPICAL S ECTI 0 N NTS P/L P/L I I PAVEMENT CONCRETE ' 7 HEADER BEYOND ��° FG=86.7 IFG=87.5 JI r 1:1 I CHANNEL BOTTOM ' .- 3. 0' - 1 : 1 \NAND PLACED ANGULAR ROCK RIP RAP, D50=8" MIN EMBED ROCK TO A DEPTH OF 3", 5' MIN AROUND PIPE ENDS 36" RCP, MITER END TO CONFORM TO SLOPE (1:1) NOTE: THE CONTRACTOR SHALL EXCAVATE AND REMOVE THE SOIL UNDER THE RIP RAP SO THAT THE TOP OF THE RIP RAP WILL MATCH THE FINISHED SURFACE & SLOPE CALLED OUT ON THE PLAN DETAIL AT PIPE INLET NTS Expires: 9--30-19 ENGINEERING COMPANY REF : OV 12 — 0 3 — 2 0 6150NORTH 16THSTREET RIVER'S EDGE (MELCOR) PHOENIX, AZ 85016 602.957.3350 PLANNED AREA (FAX)602.285.2396 Tucson - San Diego - Riverside - Orange DEVELOPMENT # 7 Sacramento - San Luis Obispo - Denver OV1600-944 CONCEPTUAL SITE PLAN FOR LOTS 1 — 21 AND COMMON AREAS "A" BEING A PORTION OF THE SOUTHEAST QUARTER OF SECTION 12, TOWNSHIP 12 SOUTH, RANGE 13 EAST, GILA & SALT RIVER MERIDIAN, TOWN OF ORO VALLEY; PIMA COUNTY, ARIZONA SCALE: N/A CONTOUR INTERVAL: 1' rickengineering.com DATE: JULY 3, 2018 PROD: 4824A SHEET NAME: NT1 SHEET 2 OF 3 P:\4824A_Rivers._Edge\Clvi\DWGs\PmPlgt\4892o--Notes.dwq 2018-07-03 — 2:41PM — kgines i , . 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"", - 11-- - --, �\ - <," I -1 \ A - - �'-- - - � -:::�� -I--"- I- --,, L 11 --,�,r*,�" I!, I -k, ------- -�- -4 - -�--, -- . ..... ------,- 1. -, t, , -----,, � "I', �--'-'- � 6 " <"2 " : I f , I ,��, � I 1 48 1 I-- I z 11 / J) I /,� 9 I 1 4. 61 I I I 1� , I i �,�/ � �, � I � i I : / I z 1 :03 , I i RESIDENTIAL SUBDIVISION I , I � I A �' I z f :,-\ I k ,,,, � I I RIVERS EDGE 0 -69) � � I I I 11� 1, I ; BOOK 46, PAGE 32 1 � I -�;11--,-,� .. 1 1 1 1 CR-5 I � 44 11 / I / / / , / I I I / i / 4.3 I \ \ I I I I \ \ I I \ 4' S/W I ; \ \ I I — i 16' B/c I \1 a- \ I W -_j - I , �A I Fn E6 0 - 25- R/W \ . I . � I I - I \\ i F— — — — — f 7 I ; - \ I I I \ I I I \ FRONT — � --j , I \ I SL10-L— — — — — — — L.LJ _j . I "I I �,nof C) U) 0 , I \ 1, I FA cn - , I I \ I 1 — —F- 8' PUE I ,I ,� F11 I - i -T- I I 11 r-1 I - ( 1--�. TYPICAL LOT DIMENSIONS NTS 1-�11, 1, . , 11 �- aA- . I --,- . , .. -- - -.- I "I "� - ..... .. . --, ", " �� - - -- I -� 11 I s --�-., 11 1-:1, ^ ��,---, ,b. � 'I -- z �-�N --------- I -1 --, " % 71 nvi Rnn—q44 -�W23Nm'.)", — : � - f i 9M ff.-Tftmm Ell .-- C* , - q . .- 41208 - CONCEPTUAL SITE PLAN FOR CHRISTOPHER G. PATTON - -3-18 6'Si n AIA �!�- RIVERS EDGE Expires: 9-30-1 9 LOTS 1 - 21 AND COMMON AREAS "A" BEING A ENGINEERING COMPAN SECTION 12, 6150 NORTH 16TH STREET IIIIIIIIIIIIIIIIIII11MY REF: OV1 2-03-20 TOWNSHIP 12 SOUTH, RANGE 13 EAST, GILA & SALT PHOENIX, AZ 85016 RIVER'S EDGE (MELCOR) RIVER MERIDIAN, TOWN OF ORO VALLEY; PIMA COUNTY, 602.957.3350 ARIZONA (FAX)602.285,2396 Tucson - San Diego - Riverside - Orange SCALE: N/A CONTOUR INTERVAL: 1' Sacramento - San Luis Obispo - Denver rickengineering.com DATE: JULY 3, 201 8 PROJ: 4824A SHEET NAME: CSP1 SHEET 3 OF 3 P:\4824A-Rivers-Edge\Civi!\DWGs\PrePlat\4892o-pplat.dwg 2018-07-03 - 2:54PM - kqines GENERAL NOTES I 2 V C CL E 0 U 0) C .= a� C ,tom C W U_ 00 0 N 1 m THE GROSS AREA OF THIS DEVELOPMENT IS 6.5 ACRES 3. SETBACKS REQUIRED/PROVIDED -• 1 r i-" M 4. COMMON AREAS / OPEN SPACE SHALL BE OWNED AND MAINTAINED BY THE H.O.A. 5. EXISTING ZONING IS PAD JR, CR-2, CR-5). � : r ♦ r r. r r 7, ASSURANCES FOR LANDSCAPING AND RE -VEGETATION BONDS MUST BE POSTED PRIOR TO ISSUANCE OF GRADING PERMITS, 8. PROPERTY OWNER SHALL MAINTAIN BUFFERYARD PLANTINGS TO ENSURE UNOBSTRUCTED VISIBILITY TO MOTORISTS, ALL SHRUBS, ACCENTS, AND GROUNDCOVERS SHALL NOT EXCEED THIRTY (30) INCHES IN HEIGHT WITHIN SITE VISIBILITY TRIANGLES, TREES WITHIN SITE VISIBILITY TRIANGLES WILL BE MAINTAINED TO ENSURE THAT BRANCHES / FOLIAGE IS NOT BELOW A HEIGHT OF SIX (6') FEET. RE-VEGETATED9IN THE EVENT OF ABANDONMENT OF THE SITE AFTER GRADING / DISTURBANCE OF NATURAL AREAS, DISTURBED AREAS SHALL BE WITH A NON -IRRIGATED HYDRO SEED MIX FROMOVZCR ADDENDUM r APPROVED REVEGETATION SEED 10, ALL PLANT MATERIAL SHALL MEET THE MINIMUM STANDARDS CONTAINED IN THE CURRENT EDITIONS OF THE ARIZONA NURSERY ASSOCIATION'S GROWERS COMMITTEE RECOMMENDED TREE SPECIFICATIONS AND THE AMERICAN ASSOCIATION OF NURSERYMEN AS TO SIZE, CONDITION AND APPEARANCE, 11. PROPERTY OWNER IS RESPONSIBLE FOR MAINTAINING THE TEMPORARY IRRIGATION SYSTEM AS LONG AS NECESSARY IN ORDER TO TRANSITION PLANTS OVER TO NATURAL SOURCES. ANY PLANT MATERIALS THAT DIE IN TRANSITION, FOR ANY REASONS, SHALL BE REPLACED IN ACCORDANCE WITH SECTION 27.6.E.4., MAINTENANCE. 12, A TEMPORARY IRRIGATION SYSTEM WILL BE INSTALLED TO SERVE REVEGETATED AREAS IN THE RESOURCE. MANAGEMENT AREA. 13. LANDSCAPE SHALL CONFORM TO ORO VALLEY LANDSCAPE CODE, 14. MITIGATION OF SURVEYED PLANTS IN THE NATIVE PLANT PRESERVATION PLAN WILL BE INCORPORATED INTO THE LANDSCAPE DESIGN. 15. TREE AND SHRUB LOCATIONS ARE PRELIMINARY. 16. ALL PLANTS TO BE IRRIGATED WITH AN UNDERGROUND AUTOMATIC DRIP IRRIGATION SYSTEM, 17. THE DEVELOPER SHALL REPLACE REMOVED OR DAMAGED PLANT MATERIAL WITH LIKE SIZE AND SPECIES, AND SHALL MAINTAIN AND GUARANTEE (IN ACCORDANCE WITH SECTION 26.6.0 AND i) THE REPLACEMENT PLANT MATERIALS FOR A PERIOD OF (3) YEARS. 18, LANDSCAPE AREAS THAT ARE SUSCEPTIBLE TO DAMAGE BY PEDESTRIAN OR AUTO TRAFFIC SHALL BE PROTECTED BY APPROPRIATE CURBS, TREE GUARDS OR OTHER DEVICES. 19. CURB -WAY CONSISTING OF INORGANIC GROUNDCOVER (OR PLANTS NOT EXCEED TYPE 2 WATER USE) SHALL BE PROVIDED BETWEEN CURB AND ALL SIDEWALKS. 20. LANDSCAPE SHALL BE DESIGNED TO MINIMIZE SEDIMENT, SAND, AND GRAVEL BEING CARRIED INTO THE STREETS BY STORM WATER OR OTHER RUNOFF: 21. LANDSCAPE DESIGN ENABLES ADEQUATE PLANT SPACING TO ENSURE SURVIVABILITY AT PLANT MATURITY. ALL LANDSCAPED AREAS SHALL BE FINISHED WITH A NATURAL TOPPING MATERIAL OF AT LEAST TWO (2) INCHES IN DEPTH. 23, SLOPES SHALL BE NO STEEPER THAN THREE TO ONE (3:1) UNLESS OTHERWISE. SPECIFIED IN A SITE -SPECIFIC SOILS REPORT PREPARED BY A REGISTERED CIVIL ENGINEER AND APPROVED BY THE TOWN ENGINEER, 24, DEEP ROOTED VEGETATION AND TREES SHALL NOT BE PLANTED CLOSER THAN 7.5 FEET FROM A PUBLIC WATER LINE. EXCEPTIONS FOR ALTERNATIVE DESIGN SOLUTIONS SUCH AS ROOT BARRIERS SHALL BE CONSIDERED ON A CASE BY CASE BASIS. 25. PLANTS IN FRONT YARDS, BUFFERYARDS AND COMMON AREAS THAT REQUIRE IRRIGATION MAY NOT BE ESTABLISHED IN AREAS THAT ARE SHAPED IN A MANNER NOT TO ENABLE PARTIAL CONTAINMENT OF IRRIGATION OR RAINWATER. 26. RESOURCE MANAGEMENT AREA DISTURBED BY GRADING WILL BE RESTORED TO ITS NATURAL STATE r - r BUFFER BUFFER WIDTH BUFFER TREES j TREES SHRUBS SHRUBS ACCENTS i ACCENTS TYPE LENGTH REQ'D iPROVIDED REQ'D PROVIDED! REQ'D 1PROVIDED I LAMBERT LN. A 15, 575 LF 23 23 1 23 23 46 46 _------------- ------- ---------- - - .. _-------- ------ -- -------------------------- -------------- --- - ------------ --- ----- SHORE CLIFF DR. A 15 200 LF i 8 8 8 8 16 16 NORTH ! N/A N/A ----------------------- _ - ------ - - -- - _ ------ - - - - --- ------------------- EAST N/A N/A Contact Arizona 811 at least two full working days before you begin excavation r Call 811 or click Arizona811.cafn 4 ;A tl"'1111111 WA Z I 4*6fZ111111 11111�11 �Lm R h C) r-.4 IV7"Rgt" -17" KEY MAP F1 SCALE: 1" = 100' 197�i'/a SIDEWALK -0 CURB CURB TWO TREES, TYPE 1 OR 2 WATER USE AND A MINIMUM OF 24" BOX SIZE, SHALL BE INSTALLED IN THE FRONT YARD OF EACH RESIDENTIAL LOT, LOCATION OF TREES TO BE DETERMINED BY HOME OWNER OR DEVELOPER. (ALTERNATE FRONT YARD LANDSCAPE SCHEMES PER ZONING CODE SECTION 27.6,C.2.c. MAY ALSO BE UTILIZED AT THE DEVELOPER'S DISCRETION) FOR LOTS WITH FULLY GRADED FRONT YARDS, CATCHMENT AREAS TO UTILIZE RAINWATER MUST BE ESTABLISHED FOR PLANT USE, AT A MINIMUM, DEPRESSIONS AND/OR WELLS MUST BE ESTABLISHED FOR ALL TREES. DETAIL SHOWN FOR GRAPHIC PURPOSES ONLY. HOUSE AND LOT CONFIGURATION MAY VARY. FRONT YARD TREE PLANTING THIS PROJECT 'A VD, SCALE, 3"-1 MILE LOCATION MAP A PORTION OF SECTION 12, T 11 S, R 13 E G & SRM TOWN OF ORO VALLEY, PIMA COUNTY, ARIZONA 36734 MARK E. FELUNGER 7/3/18 exp. 9-30-19 1 E M � V M CD Y C ,y i m d O 0 w w t-- I-- C 0 p N w b PROJECT DIRECTORY: � ;. ro o Cm Ce j= OWNER/DEVELOPER Y o UU-i n MELCOR DEVELOPMENTS ARIZONA, INC. E Q 6930 L CHAUNCY LANE, SUITE 153 0 PHOENIX, AZ 85054 PHONE: 480-699-4687 ONO N a �QoM, CONTACT: RYAN MOTT IA zo' Ln o Ln EMAIL: RMOTT@MELCOR.CA Ln tn n v Mho--Ln a LANDSCAPE ARCHITECT 0 w W RICK ENGINEERING CO. 0 M M 3945 E. FORT LOWELL ROAD, SUITE 111 U m TUCSON, AZ 85712 w m CONTACT PERSON: MARK FELLINGER • z z PHONE: 520-795-1000 wig w E-MAIL: mfellinger@rickengineering.com c' o CIVIL ENGINEER RICK ENGINEERING COMPANY 6150 NORTH 16TH STREET PHOENIX, AZ 85016 PHONE: 602-957-3350 CONTACT: CHRIS PATTON, P.E. z EMAIL: CPATTON@RICKENGINEERING.COM Q 0 w n_ Q U V) m SHEET INDEX a SHT. # SHEET DESCRIPTION a L-01 1 COVER SHEET w L-02 2 CONCEPTUAL LANDSCAPE PLAN o I A0 APPROVAL R; s........,m.. ....__ PLANNING AND ZONING DATE ADMINISTRATOR L=01 VERT : N/A ata\local\temp\AcPublish_1216\4191 A-L-CON Jul. 03, 2 SHEET 1 OF 2 c cu CL c c c w U 00 N i =r:=Nn SCALE: 1" = 30' 0' 15' 30' 60' L-Q2 SHEET 2 OF 2 ish1216\4191A-L-CONCEPT-LS.dwa Plotted: Ju1.03. 2018 Z 0 V) LLI cr 36734 MARK E. FEWNGER 7/3/18 1 exp.. 9-30-19 :5� E :2 o V in '00 Y ` m d O d a W W N t- I- c 0 C! m d H U J C l0 to r- C W b e_ O vZ K > ce d I h vz p U CJ m OW O Q N 0 N O N p cn Os CN OO CJO Ln V O X Q a can F- L ii W Ln z a O U w w w z m • z 4 LZ F? N W [L. d � Z Q d W CL Q u Z Q Q CL W v Z 0 v HORIZ : 1" = 30' E VERT : N/A sers\mfellinge r r J GENERAL NOTES 1. THE GROSS AREA OF THIS DEVELOPMENT IS 6.5 ACRES 2. TOTAL UNDISTURBED AREA IS 0,2 ± ACRE 3, SETBACKS REQUIRED/PROVIDED (FRONT = 20', SIDE = 10', REAR = 10'). 4. COMMON AREAS / OPEN SPACE SHALL BE OWNED AND MAINTAINED BY THE H.O.A. 5, EXISTING ZONING IS PAD JR, CR-2, CR-5). 6. BUFFERYARD TYPES: TYPE 'A" 7. ASSURANCES FOR LANDSCAPING AND RE -VEGETATION BONDS MUST BE POSTED PRIOR TO ISSUANCE OF GRADING PERMITS, 8, PROPERTY OWNER SHALL MAINTAIN BUFFERYARD PLANTINGS TO ENSURE UNOBSTRUCTED VISIBILITY TO MOTORISTS. ALL SHRUBS, ACCENTS, AND GROUNDCOVERS SHALL NOT EXCEED THIRTY (30) INCHES IN HEIGHT WITHIN SITE VISIBILITY TRIANGLES. TREES WITHIN SITE VISIBILITY TRIANGLES WILL BE MAINTAINED TO ENSURE THAT BRANCHES / FOLIAGE IS NOT BELOW A HEIGHT OF SIX (6) FEET. 9. IN THE EVENT OF ABANDONMENT OF THE SITE AFTER GRADING / DISTURBANCE OF NATURAL AREAS, DISTURBED AREAS SHALL BE RE -VEGETATED WITH A NON -IRRIGATED HYDRO SEED MIX FROM OVZCR ADDENDUM D: APPROVED REVEGETATION SEED MIX. 10. ALL PLANT MATERIAL SHALL MEET THE MINIMUM STANDARDS CONTAINED IN THE CURRENT EDITIONS OF THE ARIZONA NURSERY ASSOCIATION'S GROWERS COMMITTEE RECOMMENDED TREE SPECIFICATIONS AND THE AMERICAN ASSOCIATION OF NURSERYMEN AS TO SIZE, CONDITION AND APPEARANCE, 11. PROPERTY OWNER IS RESPONSIBLE FOR MAINTAINING THE TEMPORARY IRRIGATION SYSTEM AS LONG AS NECESSARY IN ORDER TO TRANSITION PLANTS OVER TO NATURAL SOURCES. ANY PLANT MATERIALS THAT DIE IN TRANSITION, FOR ANY REASONS, SHALL BE REPLACED IN ACCORDANCE WITH SECTION 27.6.E.4., MAINTENANCE, 12, A TEMPORARY IRRIGATION SYSTEM WILL BE INSTALLED TO SERVE REVEGETATED AREAS IN THE RESOURCE MANAGEMENT AREA. 13. LANDSCAPE SHALL CONFORM TO ORO VALLEY LANDSCAPE CODE. 14, MITIGATION OF SURVEYED PLANTS IN THE NATIVE PLANT PRESERVATION PLAN WILL BE INCORPORATED INTO THE LANDSCAPE DESIGN. 15. TREE AND SHRUB LOCATIONS ARE PRELIMINARY. 1& ALL PLANTS TO BE IRRIGATED WITH AN UNDERGROUND AUTOMATIC DRIP IRRIGATION SYSTEM, 17. THE DEVELOPER SHALL REPLACE REMOVED OR DAMAGED PLANT MATERIAL WITH LIKE SIZE AND SPECIES, AND SHALL MAINTAIN AND GUARANTEE (IN ACCORDANCE WITH SECTION 26.6.0 AND 1) THE REPLACEMENT PLANT MATERIALS FOR A PERIOD OF (3) YEARS. 18. LANDSCAPE AREAS THAT ARE SUSCEPTIBLE TO DAMAGE BY PEDESTRIAN OR AUTO TRAFFIC SHALL BE PROTECTED BY APPROPRIATE CURBS, TREE GUARDS OR OTHER DEVICES. 19, CURB -WAY CONSISTING OF INORGANIC GROUNDCOVER (OR PLANTS NOT EXCEED TYPE 2 WATER USE) SHALL BE PROVIDED BETWEEN CURB AND ALL SIDEWALKS. 20. LANDSCAPE SHALL BE DESIGNED TO MINIMIZE SEDIMENT, SAND, AND GRAVEL BEING CARRIED INTO THE STREETS BY STORM WATER OR OTHER RUNOFF. 21. LANDSCAPE DESIGN ENABLES ADEQUATE PLANT SPACING TO ENSURE SURVIVABILITY AT PLANT MATURITY. ALL LANDSCAPED AREAS SHALL BE FINISHED WITH A NATURAL TOPPING MATERIAL OF AT LEAST TWO (2) INCHES IN DEPTH,, 22. TREES AND LARGE SHRUBS SHALL BE ADEQUATELY SUPPORTED WHEN PLANTED, 23. SLOPES SHALL BE NO STEEPER THAN THREE TO ONE (3:1) UNLESS OTHERWISE SPECIFIED IN A SITE -SPECIFIC SOILS REPORT PREPARED BY A REGISTERED CIVIL ENGINEER AND APPROVED BY THE TOWN ENGINEER. 24, DEEP ROOTED VEGETATION AND TREES SHALL NOT BE PLANTED CLOSER THAN 7.5 FEET FROM A PUBLIC WATER LINE. EXCEPTIONS FOR ALTERNATIVE DESIGN SOLUTIONS SUCH AS ROOT BARRIERS SHALL BE CONSIDERED ON A CASE BY CASE BASIS. 25. PLANTS IN FRONT YARDS, BUFFERYARDS AND COMMON AREAS THAT REQUIRE IRRIGATION MAY NOT BE ESTABLISHED IN AREAS THAT ARE SHAPED IN A MANNER NOT TO ENABLE PARTIAL CONTAINMENT OF IRRIGATION OR RAINWATER. 26. RESOURCE MANAGEMENT AREA DISTURBED BY GRADING WILL BE RESTORED TO ITS NATURAL STATE LANDSCAPE BUFFERYARD TABLE BUFFER BUFFER; TYPE WIDTH ! BUFFER TREES LENGTH REQ'D TREES SHRUBS `PROVIDED: REQ'DPROVIDED SHRUBS ACCENTS REQ'D ACCENTS PROVIDED 23_——23 23 46 LAMBERT LN. .............._..... .... ... _._..._._.____ __ A 15' 575 LF 23 46 ____ _ _ _ __ SHORE CLIFF DR. _ __.....__..........___ A 15' 200 LF 8 8 8 8 16 16 _---.-------.----.......__._.____. _._ _._._ ____..__._ _...---._.__._ __._.___._._ N/A ! NORTH N/A ------_-_ EAST N/A contact Arizona B1 t at ieast two fuii working days before you begin excavation An A Call 811 ar click Arizena811.com Ldq� L [614 ;A V" 1111111 Wil Z D! lqi KEY MAP _ SCALE: 1" 100' TREE, TYP. PROPERTY LINE SIDEWALK TWO TREES, TYPE 1 OR 2 WATER USE AND A MINIMUM OF 24" BOX SIZE. SHALL BE INSTALLED IN THE FRONT YARD OF EACH RESIDENTIAL LOT, LOCATION OF TREES TO BE DETERMINED BY HOME OWNER OR DEVELOPER. (ALTERNATE FRONT YARD LANDSCAPE SCHEMES PER ZONING CODE SECTION 27.6.C.2.c. MAY ALSO BE UTILIZED AT THE DEVELOPER'S DISCRETION) FOR LOTS WITH FULLY GRADED FRONT YARDS, CATCHMENT AREAS TO UTILIZE RAINWATER MUST BE ESTABLISHED FOR PLANT USE, AT A MINIMUM, DEPRESSIONS AND/OR WELLS MUST BE ESTABLISHED FOR ALL TREES. DETAIL SHOWN FOR GRAPHIC PURPOSES ONLY HOUSE AND LOT CONFIGURATION MAY VARY. FRONT YARD TREE PLANTING THIS PROJECT SCALE: 3"=1 MILE LOCATION MAP A PORTION OF SECTION 12, T 11 S, R 13 E G & SRM TOWN OF ORO VALLEY, PIMA COUNTY, ARIZONA PROJECT DIRECTORY: l MELCOR DEVELOPMENTS ARIZONA, INC. 6930 E CHAUNCY LANE, SUITE 153 PHOENIX, AZ 85054 PHONE: 480-699-4687 CONTACT: RYAN MOTT EMAIL; RMOTT@MELCOR.CA LANDSCAPE ARCHITECT RICK ENGINEERING CO. 3945 E. FORT LOWELL ROAD, SUITE 111 TUCSON, AZ 85712 CONTACT PERSON: MARK FELLINGER PHONE: 520-795-1000 E-MAIL: mfellinger@rickengineering.com CIVIL ENGINEER RICK ENGINEERING COMPANY 6150 NORTH 16TH STREET PHOENIX, AZ 85016 PHONE: 602-957-3350 CONTACT: CHRIS PATTON, P.E. EMAIL: CPATTON@RICKENGINEERING.COM SHEET INDEX SHT. # SHEET DESCRIPTION L-01 1 COVER SHEET L-02 2 CONCEPTUAL LANDSCAPE PLAN APPROVAL PLANNING AND ZONING DATE ADMINISTRATOR L=O I z 0 w Of w a 36734 MARK E. FELUNGER 7/3/18 exp. 9-30-191 Q E 4 w m � Z i fn d w w c O m 0 IV H Sf U 7 J C b H A � C � c I in o sic o c o� w E N �-e0 ANON � nc A �o�N ,, v ,�% X. Q O M I— O u d a. 0 U w z • w6 ig HORIZ : 1" = 100' EI VERT e N/A ,- m m m W LU U � 7- 7-10�' w w =E M m m m L m z z c,7 3 W m m fel linger\appdata\loca 191A-L-CONCEPT-LS.dwg Plotted: Jul.03, 2018 SHEET 1 OF 2 Uj Cr a- Q_ LEGEND TREES z SHRUBS 0 > Uj .. . . . ....... ACCENTS NOTE: PLANT LOCATIONS MAY BE ADJUSTED ON THE FINAL LANDSCAPE PLAN BASED ON FINAL GRADING DESIGN AND CIVIL IMPROVEMENTS, XPo A� _7 fa IL 3673 <0 TZJ MARK E. IN it FELUNGER exp. 9-30-19 0 (U -- r .� E 79 '12 Z m L;3 L13 F— C 0 17-11 se 3 1(9 :D -0 CM m Cm __— *� l< UJ 0 -7 15'LANDSCAHE .00, Q BUFFER TYPE ------ LU E CL_ C) -Lo bo Q W] Z Cj 00 cc 0 Lin C U rzi < it LO LO .... . . - - - -------- - 7 77. > 0 LL_ LL_ � N-, z CM CO z LLj 0 7,E am Z U LIJ 9 4 Y _j L) _j 47k ............ Uj :z FO >> 15'LANDSCAPE BUFFER TYPE W S V !j; S 111 i ae S LAMBERT LANE b" S SCALE: 1" 30' Contact Arizona 811 at least two full working days before you begin excavation of 15' 30' 60' VERT N/A Call 811 or click Arizona81I.ce L=02 SHEET 2 OF 2 C-.\Users\mfellinger\appdata\local\temp\AcPublish-1216\4191A-L-CONCEPT-LS.dwg Plotted: Jul, 03, 2018 4 c m Q E 0 U rn c a) c c l.0 U_ 00 N GENERAL NOTES 1. GROSS AREA: 6.5 AC. 2. TOTAL AREA TO BE DISTURBED: 6.3 ± AC. 3. TOTAL AREA TO BE PRESERVED: 0.2 ± AC. 4. ADDITIONAL PLANTS MAY BE DEEMED SALVAGEABLE BY THE ZONING INSPECTOR, AND SHALL BE SALVAGED, 5. ANY BOXING PRIOR TO THAT TIME WHEN THE APPLICANT MAY APPLY FOR A GRADING PREMIT SHALL BE APPROVED BY THE PLANNING AND ZONING ADMINISTRATOR AND WILL BE PERFORMED AT THE APPLICANT'S OWN RISK. 6. A SITE INSPECTION AND INVENTORY OF ALL TREES (3 INCH CALIPER OR GREATER) AND CACTI PER ORO VALLEY CODE, CHAPTER 27, WAS CONDUCTED BY RICK ENGINEERING, 7, THIS PLAN SHOWS APPROXIMATE LOCATIONS OF PLANTS SUBJECT TO THE CODE MENTIONED ABOVE, ALL TREES, SAGUARO, AND BARREL CACTUS SUBJECT TO INVENTORY PER THE SALVAGE CODE HAVE BEEN FLAGGED WITH COLORED RIBBON PER THIS CODE, ALL OTHER PLANTS SUBJECT TO INVENTORY HAVE BEEN INVENTORIED, MAPPED AND/OR DESCRIBED HEREIN, 8. THIS PLAN IS SUBJECT TO THE REQUIREMENTS OF ORO VALLEY ZONING CODE, SEC. 27.6.8, 9. THE SALVAGED VEGETATION PER THIS PLAN WILL BE STORED ON SITE AND WILL BE WATERED WITH A DRIP IRRIGATION SYSTEM AND MAINTAINED UNTIL REPLANTED ON SITE OR THE SALVAGED VEGETATION WILL BE SPADED DIRECTLY TO THEIR NEW LOCATIONS THE TEMPORARY NURSERY SHALL BE MONITORED BY A LANDSCAPE ARCHITECT, OR A QUALIFIED NURSERYMAN. 10. PRIOR TO ANY SITE DISTURBANCE, THE AREAS DESIGNATED TO REMAIN IN PLACE SHALL BE FENCED OR TAPED OFF FOR PROTECTION DURING THE GRUBBING AND GRADING OPERATIONS. 11. PRIOR TO ANY SALVAGE, TREES SHALL BE TAGGED IN ACCORDANCE WITH SECTION 27.6.B.7.c AND INSPECTIONS, AS REQUIRED BY THAT SECTION, SHALL BE PERFORMED BY THE TOWN'S ZONING INSPECTOR. PRIOR TO ISSUANCE OF GRADING PERMITS, THE ZONING INSPECTOR SHALL INSPECT THE SITE AND IF ADDITIONAL PLANTS ARE DEEMED SALVAGEABLE OTHER THAN THOSE TAGGED, THEN THOSE PLANTS SHALL BE EITHER SALVAGED OR BOXED, AS NECESSARY, 12. NON-COMPLIANCE WITH THE APPROVED NATIVE PLANT PRESERVATION PLAN OR DESTRUCTION OF PROTECTED PLANTS SHALL RESULT IN FINES IN AND ACCORDANCE WITH SECTION 27.6.B.6 OF THE OVZCR. 13. TAGS (PLASTIC TAPE) SHALL BE COLOR -CODED ACCORDING TO HE FOLLOWING SCHEDULE: EXISTING NATIVE PLANTS TO BE TRANSPLANTED ON SITE......................................................BLUE (TOS) EXISTING NATIVE PLANTS TO REMAIN IN PLACE..............WHITE (PIP) EXISTING NATIVE PLANTS TO BE DESTROYED. ................. YELLOW (RFS) 14. PLANT LOCATIONS WERE DETERMINED WITH THE ASSISTANCE OF A GLOBAL POSITIONING SYSTEM. THIS SYSTEM IS ACCURATE TO WITHIN APPROXIMATELY ONE METER. SUBSEQUENTLY, THE PLANT SYMBOLS SHOWN MAY NOT LIE DIRECTLY ON THE PLANT AS SHOWN ON THE AERIAL PHOTOGRAPH. 15, ALL NATIVE VEGETATION OUTSIDE OF THE GRADING LIMITS SHALL BE PRESERVED IN PLACE. Contact Arizona ai i at least two full working days before you begin excavation AML Call 811 or click Arizona811.com CRITERIA FOR REMOVAL PLANTS DESIGNATED AS TO BE REMOVED/DESTROYED HAVE ONE OR MORE OF THE FOLLOWING CONDITIONS. A. PLANT HEALTH IS POOR TO MEDIUM WITH INFESTATIONS OR APPARENT DISEASES. B, PLANT AGE SUGGESTS UNLIKELY CHANCE OF TRANSPLANT SURVIVAL. C. PLANT IS DAMAGED AND IS NOT CONDUCIVE TO BOX OR SPADE TRANSPLANTING (IRREGULAR BRANCHING). D. SOILS CANNOT BE EXCAVATED AND ARE NOT CAPABLE OF SUPPORTING A BOXED OR SPADED ROOT BALL. E. SURROUDING TOPOGRAPHY DENIES ACCESS WITH THE APPROPRIATE EQUIPMENT NEEDED TO BOX OR SPADE AND REMOVE PLANT, F. ADJACENT PLANTS POSE A LIKELY INTERFERENCE WITH ROOT SYSTEMS OR INTERFERE WITH PLANT REMOVAL. G. THE OVERALL FORM AND CHARACTER IS NOT REPRESENTATIVE OF THE SPECIES AND IS NOT A VALUABLE SPECIMEN FOR LANDSCAPE OR HABITAT PURPOSES. SITE RESOURCE INVENTORY/ :1 *461 Am, KEY MAP SIGNIFICANT VEGETATION MITIGATION SIGNIFICANT VEGETATION: AMOUNT OF SV DISTURBED:- SV TREES TO BE DESTROYED REQUIRED MITIGATION (2:1) 2,145 SF GROUND COVER AREA 1,900 SF (89%) (6) (3) 36" BOX TREES (3) 48" BOX TREES (15) UNDERSTORY PLANTS SCALE: 1" = 200' SPECIES BOTANICAL/COMMON NAME TOTAL # VIABLE/ SALVAGEABLE DISPOSITION # OF MITIGATION PLANTS REQ'D. # OF SUPPLEMENTAL PLANTS REQ'D, PIP TOS RFS 36" BOX 48" BOX CERCIDIUM MICROPHYLLUM/FOOTHILLS PALO VERDE 4 1 0 3 3 3 15 NON -SIGNIFICANT VEGETATION MITIGATION CALCULATION TABLES SPECIES BOTANICAUCOMMON NAME TOTAL # NON -VIABLE/ NON- SALVAGEABLE TOTAL # VIABLE/ SALVAGEABLE DISPOSITION # OF MITIGATION , PLANTS REQ'D. ' # OF SUPPLEMENTAL PLANTS REQ'D. PIP TOS RFS ACACIA CONSTRICTA/WHITETHORN ACACIA 44 1 17 0 14 3 3 15 ACACIA GREGGII/CATCLAW ACACIA 25 2 0 1 1 F 1 5 CARNEGIEA GIGANTEA/SAGUARO 0 1 0 1 0 0 0 CELTIS PALLIDA/DESERT HACKBERRY 32 6 0 3 3 3 15 CERCIDIUM FLORIDUM/BLUE PALO VERDE 0 1 0 1 0 0 0 CERCIDIUM MICROPHYLLUM/FOOTHILLS PALO VERDE 49 22 0 17 5 5 25 FEROCACTUS WISLEZENII/BARREL CACTUS 2 14 0 14 0 0 0 PROSOPIS VELUTINA/VELVET MESQUITE 1 12 1 0 1 0 0 1 0 THIS PROJECT N I MR LOCATION MAP A PORTION OF SECTION 12, T 11 S, R 13 E G & SRM TOWN OF ORO VALLEY, PIMA COUNTY, ARIZONA 9 • z- MELCOR DEVELOPMENTS ARIZONA, INC.. 6930 E CHAUNCY LANE, SUITE 153 PHOENIX, AZ 85054 PHONE. 480-699-4687 CONTACT: RYAN MOTT EMAIL: RMOTT@MELCOR.CA LANDSCAPE ARCHITECT RICK ENGINEERING CO. 3945 E. FORT LOWELL ROAD, SUITE 111 TUCSON, AZ 85712 CONTACT PERSON: MARK FELLINGER PHONE: 520-795-1000 E-MAIL: mfellinger@rickengineering.com CIVIL ENGINEER RICK ENGINEERING COMPANY 6150 NORTH 16TH STREET PHOENIX, AZ 85016 PHONE: 602-957-3350 CONTACT: CHRIS PATTON, P.E. EMAIL: CPATTON@RICKENGINEERING.COM LEGEND O PROTECTED NATIVE PLANT TO BE TRANSPLANTED ON SITE JOS) X PROTECTED NATIVE PLANT TO BE REMOVED FROM SITE (RFS) • PROTECTED NATIVE PLANT TO BE PROTECTED IN PLACE (PIP) SIGNIFICANT VEGETATION SHEET INDEX SHT. # SHEET DESCRIPTION NP-01 1 COVER SHEET NP-02 2 SITE RESOURCE INVENTORY NP-03 3 NATIVE PLANT INVENTORY NP-04 4 NATIVE PLANT INVENTORY TABLES NP-05 5 NATIVE PLANT INVENTORY TABLES PLANNING AND ZONING ADMINISTRATOR DATE 36734 MARK E. FELLINGER 7/3/ 18 exp. 9-30-19 E 0% 0 v in m = b m d (U G °a y c 0 W Y U 'm J C (0 `C 0 m �N O a o LU E 3 T O ' � 2N LU 6O r n Ln C o menu c 9 W e 6 mac. MM CO o mw O° z z w C= o � HORIZ : 1" = 200' VERT N/A :\Users\mfellinger\a ublish_8388\4191 A-L-N P-SRI. ul. 02, 2018 SHEET 1 OF 7-7 i c Q E 0 U 0) c �L N c c W U_ fl' 00 0 N Contact Arizona 811 at least two full working days before you begin excavation j r S � • •i Call 811 or click Arizona8li.com ~ r \`s t ,t , s �i ^ S x f tj eAi 1'4 _ �t s F, r' �a t• I t 7 r r J � » x, _ t s t i t, I« L { t e , , r SCALE: 1" = 40' 0' 20' 40" 80' LEGEND SIGNIFICANT VEGETATION ( SF) 36734 MARK E. FELUNGER 7/3/16 "IF I " -"�Id wall exp. 9-30-19 E :2 q. U � Y Z C Rt v d C G y C (� A7 an Y' U J t/! m D v O oG 0 � C LU E N tR uy L, 0 N N p !— - �2 m "' ,�Oo Ln ZZ r, m en oQ 0 � CL C 0 u / ,.r , _;: .s... ,,,. .._. ..',. .' ,. , 7, ,. .. _ _ . ,, i. ..,.:_.. - ,. ''ten-:.. _._•: :: ..�.,: ,,._, _. .. ., .. , ,,:ram`, ` ra, ^ „ S u tx ,. as O x „ «, gig, + n. w w x Cu r' 2 (r h a „ w, a r f L. t, rr _ a , , t M _ � ;� ,» & ,� �. �,., ,a' .��n „«„� �#.. ,�>�. ,�> �:� ,. ,, ...�. �_ ,.»_ � Q Z } W (f W Of to D w O� U) w WF— Z �Q H_CL W } Q I� Z NP=02 SHEET 2 OF 5 inger\appdata\local\temp\AcPublish_8388\4191A-L-NP-SRI.dwg Plotted: Jul- 02, 2018 HORIZ : 1" = 40' E VERT N/A 7-1 O H V) a—� } LJ c' 4 00 M& �- 7c r- r- W W im 9= W W =E M CO 0 CO W CO Z Z c� 3 to �c W C% �l a 0 C cv a E a U c C a) a) C Cm C W U co N Contact Arizona 811 at least two full working days before you begin excavation A Call 811 or click Arizona811.com NI LAMBERT LONE - Kv r + J � f. Alljlpr-,/ SCALE 1" = 40' 0' 20' 46' 80' O PROTECTED NATIVE PLANT TO BE TRANSPLANTED ON SITE JOS) X PROTECTED NATIVE PLANT TO BE REMOVED FROM SITE (RFS) • PROTECTED NATIVE PLANT TO BE PROTECTED IN PLACE (PIP) NP=03 36734 MARK E. FELUNGER 7/3/18 \III •! y}� i Q E b Q) Q v u m � c � v d a a Fw— = O o 0 N x U J C U F- 0 i CO Cm fm 0 U = R U Q O r `� J R " I? Q1 O 0 N Q N O 0, VI Z " Cj cn u3 0 CO cc M Ln LnVOX r Q O enni�—L� a.. H F— z a O U w w iL w z ccw O° w z o m C i � z Zm w w � 0 0 6{ W U Cr J Q Z Z i�PY� W O Zj W r' U W �LLI a U) W Z H a w Q Z � HORIZ : 1" = 40' F VERT N/A �U sers\mfellinger\appdata\local\temp\AcPublish_8388\4191 A-L-N P-S ul. 02, 2018 SHEET 3 OF 5 0 1_ _- d k7i - \_ _ 1_ __ 1_ � I ';; '� d , ACACIA CONSTRICTA / WHITETHORN ACACIA 7 AC 6 LOW FORM MEDIUM A, C RFS 8 AC 10 LOW FORM MEDIUM - A, C RFS 13 AC 6 LOW FORM MEDIUM A, C RFS 17 AC 6 LOW FORM MEDIUM A, C RFS 18 AC 6 LOW FORM MEDIUM - A, C RFS 19 AC 6 LOW FORM MEDIUM A, C RFS 26 AC 6 LOW FORM MEDIUM A, C RFS 30 AC 6 MEDIUM LOW CONTEXT F RFS 31 AC 6 LOW FORM MEDIUM A, C RFS 42 AC 4 LOW FORM MEDIUM A, C RFS 43 AC 8 LOW HEALTH MEDIUM A, C RFS 45 AC 5 LOW FORM MEDIUM - A, C RFS 60 AC 8 MEDIUM - LOW TOPO E RFS 61 AC 10 LOW HEALTH LOW SOIL A, C RFS 66 67 AC AC 7 7 LOW LOW HEALTH HEALTH LOW LOW TOPO TOPO A, C, E A, C, E RFS RFS 69 AC 6 LOW FORM LOW TOPO A, C, E RFS 72 AC 6 LOW FORM MEDIUM - A, C RFS 77 AC 0 MEDIUM - MEDIUM - TOS 86 AC 8 LOW FORM MEDIUM - A, C RFS 98 103 AC AC 6 8 MEDIUM LOW - FORM MEDIUM MEDIUM - - A, C TOS RFS 104 AC 8 MEDIUM - MEDIUM - TOS 108 AC 8 MEDIUM - MEDIUM - TOS 111 AC 8 LOW FORM MEDIUM A, C RFS 112 AC 8 LOW FORM MEDIUM A, C RFS 116 AC 6 MEDIUM MEDIUM TOS 117 AC 8 MEDIUM MEDIUM TOS 118 AC 10 LOW HEALTH MEDIUM - C RFS 122 AC 8 MEDIUM MEDIUM - 123 AC 8 LOW FORM MEDIUM A, C RFS 124 AC 12 LOW FORM MEDIUM A, C RFS 125 AC 12 LOW HEALTH MEDIUM RFS 133 AC 5 MEDIUM MEDIUM TOS 140 AC 7 MEDIUM MEDIUM TOS 141 AC 7 MEDIUM MEDIUM TOS 148 AC 12 LOW HEALTH MEDIUM - C RFS 149 AC 12 LOW HEALTH MEDIUM C RFS 151 AC 8 LOW FORM MEDIUM A, C RFS 162 AC 8 LOW FORM MEDIUM A, C RFS 163 AC 10 LOW FORM MEDIUM - A, C RFS 171 AC 8 LOW FORM MEDIUM A, C RFS 172 AC 8 LOW FORM MEDIUM A, C RFS 173 AC 8 LOW FORM MEDIUM A, C RFS 175 AC 8 MEDIUM LOW TOPO E RFS 176 AC 8 MEDIUM - LOW TOPO E RFS 179 AC 6 LOW FORM MEDIUM A, C RFS 180 AC 6 LOW FORM MEDIUM - A, C RFS 181 AC 12 MEDIUM MEDIUM - TOS 187 AC 8 MEDIUM - MEDIUM RFS 188 AC 8 MEDIUM MEDIUM RFS 198 AC 8 MEDIUM FORM MEDIUM A, C RFS 206 AC 8 LOW FORM MEDIUM A, C RFS 212 AC 6 MEDIUM MEDIUM TOS 214 AC 10 LOW FORM MEDIUM - A, C RFS 226 AC 7 MEDIUM - MEDIUM - TOS 237 AC 7 MEDIUM - MEDIUM _ TOS 238 AC 7 LOW FORM MEDIUM - A, C - RFS 239 AC 7 LOW FORM MEDIUM - A, C RFS 242 AC 6 LOW FORM MEDIUM A, C RFS 249 AC 6 MEDIUM LOW TOPO E RFS Or Contact Arizona 811 at least two full working days before you begin excavation — AIML — — — Cali 811 or click Arizona811.com ACACIA GREGGII / CATCLAW ACACIA CID Q J .0 2 AG 6 MEDIUM - MEDIUM - - RFS 3 AG 6 LOW FORM MEDIUM - A, C RFS 4 AG 6 MEDIUM - MEDIUM - TOS 6 AG 6 LOW FORM MEDIUM - A, C RFS 14 AG 6 LOW FORM MEDIUM - A, C RFS 16 AG 6 LOW FORM MEDIUM - A, C RFS 20 AG 6 LOW FORM MEDIUM A, C RFS 21 AG 6 LOW FORM MEDIUM A, C RFS 29 AG 6 LOW FORM MEDIUM A, C RFS 78 AG 6 LOW FORM MEDIUM - A, C RFS 80 AG 6 LOW FORM MEDIUM A, C RFS 82 AG 6 LOW FORM MEDIUM A, C RFS 92 AG 4 LOW FORM MEDIUM A, C RFS 93 AG 4 LOW FORM MEDIUM A, C RFS 94 AG 4 LOW FORM MEDIUM - A, C RFS 102 AG 5 LOW FORM MEDIUM A, C RFS 105 AG 5 LOW FORM MEDIUM A, C RFS 157 AG 8 LOW FORM MEDIUM A, C RFS 158 AG 4 LOW FORM MEDIUM A, C RFS 178 AG 10 LOW FORM MEDIUM A, C RFS 182 AG 6 LOW FORM MEDIUM A, C RFS 209 AG 6 LOW FORM MEDIUM A, C RFS 210 AG 6 LOW FORM MEDIUM A, C RFS 211 AG 6 LOW FORM MEDIUM A, C RFS 218 AG 6 LOW FORM MEDIUM - A, C RFS 219 AG 6 LOW FORM MEDIUM - A, C RFS 247 AG 7 LOW FORM MEDIUM :::Al C RFS ov v --N 15 CF 4 MEDIUM - MEDIUM TOS 91 CF 4 LOW HEALTH MEDIUM RFS 147 CF 8 LOW HEALTH MEDIUM - RFS 150 CF 8 LOW HEALTH MEDIUM - A RFS 155 CF 5 LOW HEALTH MEDIUM A RFS 174 CF 10 LOW HEALTH MEDIUM - A RFS 185 CF 8 LOW HEALTH MEDIUM A RFS 199 CF 10 LOW HEALTH MEDIUM - A RFS 200 CF 4 MEDIUM - MEDIUM TOS 213 CF 4 MEDIUM LOW CONTEXT F RFS 216 CF 6 LOW FORM LOW CONTEXT A, C, F RFS 217 CF 6 MEDIUM - MEDIUM - - TOS 227 CF 5 MEDIUM LOW CONTEXT F RFS 228 CF 5 MEDIUM - LOW CONTEXT F RFS 229 CF 5 MEDIUM LOW CONTEXT F RFS 230 CF 4 LOW HEALTH LOW CONTEXT A, F RFS 232 CF 5 LOW HEALTH LOW CONTEXT A, F RFS 241 CF 4 MEDIUM LOW TOPO - RFS 248 CF 10 MEDIUM - LOW TOPO RFS CARNEGIA GIGANTEA/SAGUARO �¢e a Qv� �-a�r C;, #q1,'cp CID v � V4 V� a,�7 1164 CG 4 MEDIUM MEDIUM TOS CERCIDIUM MICROPHYLLUM / FOOTHILLS PALO VERDE m°Al v C)�� �Al �� A ` 5 CM 14 MEDIUM LOW SIZE - PIP 9 CM 4 LOW FORM MEDIUM - A, C RFS 22 CM 5 MEDIUM - ° MEDIUM - - TOS 25 CM S LOW HEALTH MEDIUM - A RFS 27 CM 6 MEDIUM MEDIUM - - RFS 28 CM 14 MEDIUM LOW SIZE B, C RFS 32 CM 11 LOW FORM LOW SIZE A, C RFS 33 CM 4 MEDIUM - MEDIUM - TOS 34 CM 6 MEDIUM - MEDIUM - - TOS 35 CM 11 MEDIUM LOW SIZE B, C RFS 36 CM 6 MEDIUM - MEDIUM - - TOS 37 CM 6 LOW FORM MEDIUM - A, C RFS 38 CM 8 MEDIUM - MEDIUM - - TOS 39 CM 5 LOW FORM MEDIUM - A, C RFS 40 CM 4 MEDIUM - MEDIUM RFS 41 CM 4 LOW FORM MEDIUM - A, C RFS 44 CM 4 MEDIUM - LOW TOPO E RFS 46 CM 9 MEDIUM - MEDIUM TOS 47 CM 12 * LOW FORM LOW SIZE A, C RFS 50 CM 3 LOW FORM LOW TOPO A, C RFS 51 CM 3 LOW FORM LOW TOPO A, C RFS 52 CM 3 LOW FORM LOW TOPO A, C RFS 53 CM 3 LOW FORM LOW TOPO A, C RFS 54 CM 12 LOW FORM LOW SIZE A, C RFS 55 CM 6 LOW FORM MEDIUM A, C RFS 57 CM 4 MEDIUM MEDIUM - - TOS 58 CM 3 MEDIUM LOW SOIL D RFS 62 CM 8 LOW FORM LOW SOIL A, C, D RFS 63 CM 12 LOW FORM LOW SOIL A, C, D RFS 64 CM 10 LOW HEALTH LOW SOIL A, D RFS 65 CM 11 LOW FORM LOW SOIL A, C, D RFS 68 CM 5 LOW FORM LOW TOPO A, C RFS 75 CM 10 1 LOW FORM MEDIUM - A, C RFS 81 CM 3 MEDIUM - LOW TOPO E RFS 83 CM 10 LOW HEALTH LOW TOPO A, E RFS 84 CM 10 LOW HEALTH LOW TOPO A, E RFS 88 CM 8 LOW FORM MEDIUM A, C RFS 89 CM 4 LOW FORM MEDIUM - A, C RFS 90 CM 4 LOW FORM MEDIUM - A, C RFS 96 CM 6 MEDIUM MEDIUM - TOS 97 CM 4 LOW FORM MEDIUM A, C RFS 100 CM 4 LOW FORM MEDIUM - A, C RFS 101 CM 6 LOW FORM MEDIUM A, C RFS 107 CM 14 MEDIUM MEDIUM - - TOS 109 CM 4 LOW FORM MEDIUM - A, C RFS 110 CM 10 LOW FORM LOW SIZE A, C RFS 114 CM 3 MEDIUM - MEDIUM - TOS 121 CM 12 * MEDIUM - LOW SIZE B, C RFS 126 CM 14 * MEDIUM - LOW SIZE B, C RFS 130 CM 4 MEDIUM - LOW TOPO E RFS 131 CM 4 LOW FORM MEDIUM - A, C RFS 134 CM 6 LOW FORM MEDIUM A, C RFS 137 CM 5 MEDIUM MEDIUM - TOS 139 CM 3 MEDIUM - MEDIUM TOS 142 CM 4 MEDIUM - MEDIUM - - RFS 143 CM 4 MEDIUM - MEDIUM - - TOS 165 CM 10 MEDIUM LOW SIZE B, C RFS 166 CM 12 * LOW HEALTH LOW SIZE A, B, C RFS 192 CM 3 MEDIUM - MEDIUM - - TOS 194 CM 3 MEDIUM - MEDIUM - TOS 195 CM 3 MEDIUM MEDIUM - - TOS 197 CM 4 MEDIUM LOW CONTEXT E RFS 201 CM 12 MEDIUM LOW SIZE B, C RFS 202 CM 5 MEDIUM - MEDIUM - TOS 222 CM 8 LOW FORM MEDIUM A, C RFS 223 CM 11 LOW HEALTH LOW SIZE A RFS 233 CM 5 MEDIUM - LOW CONTEXT E RFS 235 CM 10 MEDIUM - LOW CONTEXT E RFS 244 CM 8 MEDIUM MEDIUM - TOS 245 CM 6 MEDIUM - MEDIUM - - RFS 246 CM 12 MEDIUM - LOW SIZE B, C RFS * DENOTES SIGNIFICANT VEGETATION PLANTS DESIGNATED AS TO BE REMOVED/DESTROYED HAVE ONE OR MORE OF THE FOLLOWING CONDITIONS, A. PLANT HEALTH IS POOR TO MEDIUM WITH INFESTATIONS OR APPARENT DISEASES. B. PLANT AGE SUGGESTS UNLIKELY CHANCE OF TRANSPLANT SURVIVAL. C. PLANT IS DAMAGED AND IS NOT CONDUCIVE TO BOX OR SPADE TRANSPLANTING (IRREGULAR BRANCHING). D. SOILS CANNOT BE EXCAVATED AND ARE NOT CAPABLE OF SUPPORTING A BOXED OR SPADED ROOT BALL. E. SURROUDING TOPOGRAPHY DENIES ACCESS WITH THE APPROPRIATE EQUIPMENT NEEDED TO BOX OR SPADE AND REMOVE PLANT. F. ADJACENT PLANTS POSE A LIKELY INTERFERENCE WITH ROOT SYSTEMS OR INTERFERE WITH PLANT REMOVAL. G. THE OVERALL FORM AND CHARACTER IS NOT REPRESENTATIVE OF THE SPECIES AND IS NOT A VALUABLE SPECIMEN FOR LANDSCAPE OR HABITAT PURPOSES. :A1 w a 0 m 0 Z CPNDSC,gti �O ° 36734Ld 4 r, MARK E. C o FELUNGER ~ °r. 7/3/ 19 . ' ,9�'S� nod•• � �AA • t exp. 9-30-19 Z�z W Q 0 ac u, N j O N 0 I- Q a rNn to 2 -o � 0 Ln Ln Ln 0) 1— Ln Ln 'g5 10 1 2 E a 0 0 LL y- b � J Z Z W Z W a= Ly W to DW of Of Z W U) U) Uj W Z HORIZ. : N/A EI VERT : N/A m rx, o w Y O 7c inger\appdata\local\temp\AcPublish -NP-SRI.dwq Plotted: Jul.02, 2018 SHEET 4 OF 5 M 0- E 0 0 a� C .a C W U_ 00 0 N Contact Arizona 811 at least two full working days before you begin excavation - JUL M MA 0 WIM15., Call 811 or click Arizona811.com NATIVE PLANT INVENTORY LISTS CELTIS PALIDA/DESERT HACKBERRY co Qom~ 10 CP 8 LOW FORM MEDIUM - C RFS 11 CP 8 LOW FORM MEDIUM - C RFS 12 CP 8 LOW FORM MEDIUM C RFS 23 CP 8 LOW FORM MEDIUM - C RFS 24 CP 8 LOW FORM MEDIUM - C RFS 120 CP 6 LOW FORM MEDIUM C RFS 127 CP 8 LOW FORM MEDIUM C RFS 128 CP 6 LOW FORM MEDIUM - C RFS 129 CP 6 LOW FORM MEDIUM C RFS 136 CP 6 LOW FORM MEDIUM C RFS 138 CP 6 LOW FORM MEDIUM - C RFS 144 CP 6 LOW FORM MEDIUM - C RFS 145 CP 6 LOW FORM MEDIUM C RFS 146 CP 6 LOW FORM MEDIUM - C RFS 154 CP 6 MEDIUM - MEDIUM - - TOS 159 CP 6 LOW FORM MEDIUM C RFS 160 CP 6 LOW FORM MEDIUM C RFS 161 CP 6 LOW FORM MEDIUM C RFS 167 CP 6 LOW FORM MEDIUM C RFS 169 CP 6 LOW FORM MEDIUM C RFS 170 CP 6 LOW FORM MEDIUM C RFS 177 CP 6 LOW FORM MEDIUM - C RFS 183 CP 6 LOW FORM MEDIUM C RFS 184 CP 6 LOW FORM MEDIUM _ - C RFS 186 CP 6 LOW FORM MEDIUM - C RFS 189 CP 6 MEDIUM - MEDIUM RFS 190 CP 6 MEDIUM MEDIUM RFS 191 CP 6 MEDIUM MEDIUM - RFS 203 CP 6 LOW FORM MEDIUM C RFS 204 CP 6 LOW FORM MEDIUM C RFS 205 CP 6 LOW FORM MEDIUM C RFS 207 CP 6 LOW FORM MEDIUM - C RFS 208 CP 6 LOW FORM MEDIUM C RFS 220 CP 8 LOW FORM MEDIUM C RFS 221 CP 8� LOW FORM MEDIUM C RFS 225 CP 8 MEDIUM MEDIUM - TOS 234 CP 8 MEDIUM - MEDIUM - TOS 236 CP 8 1 LOW FORM MEDIUM C RFS FERROCACTUS WISLIZENII / BARREL CACTUS Al c.�` ^• Q- v -' 0 Q 48 FW 2 MEDIUM - MEDIUM - - TOS 56 FW 1 MEDIUM - MEDIUM - TOS 70 FW 2 MEDIUM MEDIUM - TOS 71 FW 1 MEDIUM MEDIUM - TOS 73 FW 2 MEDIUM - MEDIUM - TOS 74 FW 2 MEDIUM MEDIUM TOS 76 FW 2 MEDIUM - MEDIUM - - TOS 85 FW 1 MEDIUM - MEDIUM - TOS 99 FW 1 MEDIUM - MEDIUM - TOS 106 FW 1 MEDIUM MEDIUM - TOS 132 FW 3 MEDIUM - LOW SIZE B RFS 153 FW 3 MEDIUM LOW SIZE B RFS 168 FW 1 MEDIUM - MEDIUM - TOS 193 FW 2 MEDIUM - MEDIUM - TOS 196 FW 2 MEDIUM MEDIUM TOS 243 FW 1 MEDIUM MEDIUM _ TOS PROSOPIS VELUTINA / VELVET MESQUITE co t 47~ 1 PV 5 LOW HEALTH MEDIUM A, C RFS 49 PV 3 MEDIUM - LOW TOPO E RFS 59 PV 7 LOW FORM LOW SOIL D RFS 87 PV 5 LOW FORM MEDIUM - A, C RFS 95 PV 4 LOW FORM MEDIUM - A, C RFS 113 PV 4 LOW FORM MEDIUM A, C RFS 115 PV 5 LOW HEALTH MEDIUM - A RFS ;19 PV 8 LOW HEALTH LOW CONTEXT A, F RFS 1.35 PV 5 LOW HEALTH LOW CONTEXT A, F RFS 152 PV - 6 LOW HEALTH LOW CONTEXT A, F RFS 224 PV 4 LOW FORM MEDIUM A. C RFS 231 PV 10 LOW HEALTH MEDIUM A RFS 240 PV 4 MEDIUM MEDIUM - TOS CRITERIA FOR REMOVAL Nonsense PLANTS DESIGNATED AS TO: • D/DESTROYED HAVE ONE OR MORE OF THE FOLLOWING CONDITIONS. A. PLANT HEALTH IS POOR TO MEDIUM WITH INFESTATIONS OR APPARENT DISEASES. B. PLANT AGE SUGGESTS UNLIKELY CHANCE OF TRANSPLANT SURVIVAL. I I I I I E I 0 C. PLANT IS DAMAGED AND IS NOT CONDUCIVE TO BOX. OR > w SPADE TRANSPLANTING (IRREGULAR BRANCHING), it t • • a r r •11111.. 0 Ai E. SURROUDING TOPOGRAPHY DENIES ACCESS WITH THE APPROPRIATE EQUIPMENT NEEDED TO BOX OR SPADE AND REMOVE PLANT. F. ADJACENT PLANTS POSE A LIKELY INTERFERENCE WITH I I Q ROOT SYSTEMS OR INTERFERE WITH PLANT REMOVAL.. G. THE OVERALL FORM AND CHARACTER IS NOT REPRESENTATIVE OF THE SPECIES AND IS NOT A VALUABLE SPECIMEN FOR LANDSCAPE OR HABITAT PURPOSES. 36734 MARK E. FELUNGER 7/3/18 exp. 9-30-19 T O a = ro m v r-O n v U _d C ro 0 Q �? v � J E _CL- N � th Fee O N o N p i- Q O M O Ln N ^ r` r— M F-- o d F_ F - z w U w w 0 =E M a r w °° w Q m w � � -cc 0 0 aMI Re O LL � J 00- Z Z [) F Z > W (Y- (-) W r i� Z) W a U) W Z W (nW � d HORIZ : N/A VERT : N/A C) \Users\mfellinger\appdata\local\tem p\AcPublish,_8388\4191 A-L-N Plotted: Jul. SHEET 5 OF 5