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HomeMy WebLinkAboutOV120614_A TANGERINE CORRIDOR OVERLAY DISTRICT VISUAL ANALYSIS To Accompany a Development Plan For Approximately 11 Acres Within Rancho Vistoso Neighborhood Three May 2006 Prepared by: The WLB Group 4444 East Broadway Tucson, Arizona 85711 (520) 881-7480 WLB No. 185050-V-W02 Group Wiff ilig ST 14 2006 INTRODUCTION The subject property, consisting of approximately 11 acres, is located within the "Peripheral Area" of the Tangerine Road Corridor Overlay District. As such, it is acknowledged that the proposed development will generally adhere to the commercial design guidelines set forth within the District. It is also acknowledged, per Town Ordinance and discussions with Town Staff, that specific details of the future development to occur between this project and Tangerine Road will be provided at the time of development plan submittal for that property. Nevertheless, the development of that property will be required to conform to the applicable sections and regulations of the District. In support of the current development plan submittal, this document provides an inventory of existing views from Tangerine Road across the subject property. It should be noted that the middleground and foreground views will be affected by future development and neither the Catalina, Tortolita, nor Tucson Mountains are visible in the background. ��Ar,n$r !ham r.. '�.. - -y�r---' � _ •. FCC".— Photograph 1 Photograph 2 ��,%��M�aj�� � `�� `�?`3 war f•���, ���' �'�. _'� .y w, Photograph 3 Photograph 4 ter,. mm -r. np KKp; j .t Photograph 5 Photograph 6 Photograph 7 Photograph 8 r _... •. 4YJ Photograph 9 Photograph 10 .' t "Ai ,. , 4 Photograph 11 Photograph 12 Photograph 13 Photograph 14 s.- 117 Photograph 15 Photograph 16 •Y� re'.' '.T S .... f _ 4Nr Y�'X � F'�'ti' ' 1 +�' . � .y Photograph 17 i s .. S Y � •d� •�� 'r.- f �"' _. � .. � �:� r� is Ir *,t, 4 - '. 41 Aft Photograph 18 Photograph 19 M Pf EW t AIIKr tv 07 Photograph 20 Photograph 21 Photograph 22 Photograph 23 a Photograph 24 Photograph 25 Photograph 26 Photograph 27 �• ` F � :�.. �f j/ � �iM" � is �� n ��-�✓ Y ,.Y nill Photograph 28 ... 14'A � r > r Ap � �'"�aj�.5�y���?h�i.NH* .�•i��' ...ivrc.:..�� ...r��-.. - a�..,.,�,•-v y. �'�> i��`��° Photograph 29 ti — .fmr1,:Ms 77_ w.JJ Js.k+1 :fciirtf#iY�1 Sri. '- Photograph 30 Photograph 31 Photograph 32 t • " 4Mr 4t d 4`+ Vr► Photograph 33 Page 1 of 1 Gay, Shirley From: Zoltan Lukacs [zlukacs@beztak.com] Sent: Monday, May 21, 2007 11:58 AM To: Faaborg, Steve Cc: Gay, Shirley; Fritz Fransted Subject: Restoration Bonds Steve, The Grading and Restoration Bonds we are requesting release on are as follows: -Bond No. 104435009, Apartments - Grading & Restoration -Bond No. 104435010, Retail Bldg. #1 on Lambert Lane - Grading & Restoration -Bond No. 104435008, Restaurant Pad on Lambert Lane - Grading & Restoration If you have any questions or there is anything I can do to assist in expediting this process please contact me at 248-880-9498. Shirley - I will follow-up with you on Wednesday, 5/23. Thank You, Zoltan Lukacs Beztak Companies 31731 Northwestern Hwy., Suite 25OW Farmington Hills, MI 48334 248-737-6193 office 248-855-7887 fax 05/21/2007 Name REQUEST FOR RECORDS DEVELOPMENT SERVICES TOWN OF ORO VALLEY, ARIZONA Phone (520) 229-4800 Fax (520) 742-1022 Date: Business: Telephone: Address: Item(s) reque Date(s), if known: Signature �".,— NOTE. Copy charge is $.15 per 8 1/2" x 11 "page. Large copies are $1.00 per page. PLEASE COMPLETE IF COPIES ARE TO BE USED FOR A COMMERCIAL PURPOSE. [ ] These reproductions of public records will be used for the following commercial purpose: Signature 'Commercial purpose means the use of a public record for the purpose of sale or resale or for the purpose of producing a document containing all or part of the copy, printout or photograph for sale or the obtaining of names and addresses from such public records for the purpose of solicitation or the sale of such names and addresses to another for the purpose of solicitation or for any purpose in which the purchaser can reasonably anticipate the receipt of monetary gain from the direct or indirect use of such public record. Commercial purpose does not mean the use of a public record as evidence or as research for evidence in an action in a judicial or quasi-judicial body of this state or a political subdivision of this state. (Arizona Revised Statute 39-121-03.D) (NOTE: There is a 50 cents charged per page for documents used for commercial purposes.) *TO BE COMPLETED BY TOWN OF ORO VALLEY STAFF* DATE/TIME REQUEST RECEIVED: _1-//-v7 1,'OG (AM /(�9 STAFF: I &—yy DATE/TIME REQUEST COMPLETED: FAForms\Request for Records (AM / PM) COPY COSTS: TOWN OF ORO VALL_ 7 COUNCIL COMMUNICATION MEETING DATE: December 20, 2006 TO: HONORABLE MAYOR & COUNCIL FROM: Matt Michels, Senior Planner SUBJECT: OV12-06-14, The WLB Group, representing Venture West Construction, LLC, requests approval of a Preliminary Plat and Development Plan for the proposed commercial development located on proposed Lots 1-6, Rancho Vistoso Neighborhood 3, Innovation Corporate Center - East, located NE of the intersection of Innovation Park Drive and Tangerine Road, Parcel 223- 02-021 B EXECUTIVE SUMMARY OF APPLICATION: Nature of Application: A Preliminary Plat (PP) and Development Plan (DP) have been submitted for a 6 lot commercial subdivision that includes a proposed 100,000 square foot and 12 building office complex on Lot 1. The PP and DP require consideration by the Development Review Board and approval by the Town Council. Site Description/Existing Conditions: • Total Parcel Size: 68.84 acres • Lot 1 Size: 13.8 acres • General Plan Designation: Neighborhood Commercial/Office (NCO) and Commerce/Office Park (COP) • Zoning: PAD Commercial (C-1) and Campus Park Industrial (CPI) • Land Use: Undeveloped • Allowable Uses: The C-1 zoning district allows for a range of commercial uses, including office buildings. The properties to the south of Lot 1 is also zoned C-1 • Topography: gently sloping generally to the south toward Tangerine Road. Some slopes exceed 25% at the, far northeast corner of the property. Proposed Improvements: • Lot 1: 12 office buildings, totaling 100,000 square feet. 11 one story buildings and a maximum allowable building height of 34'. Office 12 will be one or two story. Lot 1 will be final platted as office condominiums. • Lot 2: Zoned C-1 and Lots 3 through 6 are CPI. The maximum allowable building height is 36' and 3 stories. The development of each parcel will require a separate Development Plan, Landscape Plan, and architecture review. • Multiple tenants are anticipated, including medical offices and related uses. • An open space trade is proposed, which will result in a gain of 5.8 acres of open space. • The open space realignment will result in a park -like amenity/drainage running longitudinally through the property, similar to Woodshade Park in Rancho Vistoso. • An improved trail system with pedestrian linkages will be provided throughout the site. • Proposed traffic calming devices include landscaped roundabouts. F:\OV\OV 12\2006\OV 12-06-14\reports\DP_TC.RPT.OV 120614.doc TOWN OF ORO VALLIi COUNCIL COMMUNICATION, OV12-06-14 Page 2 BACKGROUND: Approvals to Date • Architecture—OV13-06-46, approved at the 11/14 DRB meeting • Site Resource Inventory Plan and Native Plant Preservation Plan — approved administratively • Landscape Plan—OV12-06-14, approved at the 11/14 DRB meeting Surrounding Land Uses Direction RV PAD Zoning Land Use North CPI Vacant parcels South C-2 Oro Valley Marketplace (currently vacant) East CPI Vacant Parcel West CPI Northwest Medical Center -Oro Valley ANALYSIS OF OVZCR 22.63 DEVELOPMENT REVIEW CRITERIA: "In considering any application for development review, the Development Review Board shall be guided" by a specific list of criteria when deliberating (see Section 22.63, OVZCR). The following is a list of noteworthy criteria (in italics) followed by staff commentary: 1. The Development Review Board shall examine the application to insure that all provisions of this Code and all other Codes, master plans, general plans and standards of the Town shall be complied with where applicably A. General Plan Compliance: This proposal complies with the General Plan land use designations of Neighborhood Commercial/Office (NCO), Commerce/Office Park (COP), and Open Space (OS). The applicant proposes to realign the General Plan -designated open space in order to create a vegetated park/drainageway with a trail on both sides. Further discussion of the open space trade follows on Pages 3 and 4. The following General Plan policies are notable for this proposal: • Policy 1.1.3: "The Town shall continue to avoid development encroachment into washes, riparian areas, designated natural open space and environmentally sensitive lands. In cases where encroachment is unavoidable, such as in the case of utility or public safety, require compensation or trade to offset the loss of natural area ". This development will not encroach into any environmentally sensitive lands or. OVZCR-designated riparian areas. The existing xeroriparian areas will be preserved with this development. Policy 2.1.4: "The Town shall require that all development proposals depict an arrangement of and massing of buildings and/or arrangement of lots to minimize impacts on views from adjacent properties and streets and from properties and streets internal to the proposed project while providing privacy for residents ". The project will be low-rise in character and the buildings will be located and positioned in a manner that minimizes view impacts from adjacent properties. The maximum proposed building height is 24 feet. F:\OV\OV12\2006\OV12-06-14\reports\DP TC.RPT.OV120614.doc TOWN OF ORO VALLE COUNCIL COMMUNICATION, OV12-06-14 Page 3 .8. RANCHO VISTOSO PAD COMPLIANCE: This proposal complies with the Rancho Vistoso PAD Commerce Park/Industrial (CPI) and Commercial (C-1) zoning districts. All buildings on Lot 1 meet or exceed the minimum building setbacks for C-1 zoning (25' front, 20' side, and 30' rear). As previously mentioned, the applicant proposes to realign the PAD -designated open space in order to create a vegetated park/drainageway with a trail on both sides. The existing open space which was designated in 1987 has been found to inaccurately reflect the "on the ground" conditions and is often unreliable. It appears that the intent of the open space alignment on this property was to follow the natural drainage. However, the drainage actually occurs further east, within the proposed open space trade area. The applicant has proposed a trade for encroachment into PAD -designated open space areas and a realignment of the open space area. The goal of any proposed trade is to preserve and enhance "Meaningful Open Space ", a term that is specified in the PAD. The PAD refers to the OVZCR definition of "Open Space ", which is defined as follows: "As either natural open space (as defined in this Chapter) or landscaped open space (as defined in this Chapter) or the total thereof. Open space is meant to provide a natural or garden environment. " This trade is permitted for consideration by both the DRB and Town Council via the "certain criteria " in Section 1.3 of the Rancho Vistoso PAD (see attachment #5). The components used to shape this trade are: 1. Approximate amount of encroachment into PAD -designated open space areas. 2. Quality of proposed trade (Meaningful Open Space'); and 3. Additional mitigation actions for the proposed encroachment. To meet the requirements of similar trades proposed in.the past to DRB and Town Council, staff is providing the following information for consideration: 1. The proposed open space trade can be best characterized as follows: a. A realignment of open space east of an existing berm that is intended to better reflect existing drainage patterns on the property. b. A change in the character of the open space. There is a proposed trade of some "Natural Open Space ", defined by the OVZCR as, "natural, completely undisturbed desert area " with some disturbed areas to a "Landscaped Open Space ", defined by the OVZCR as: "An area improved through the harmonious combination of natural desert growth with the introduction of trees, shrubs, and groundcover which may contain natural topping material such as boulders, rock; stone, or granite or other approved material. " The existing PAD -designated open space totals 6.9 acres. The total area after the trade will be 12.7 acres, or a net gain of 5.8 acres of open space. This proposed trade exceeds the required 1:1 trade ratio, as established by Criteria #9 via Town Ordinance 02-18. The proposed off -site detention basin F:\OV\OV12\2006\OV12-06-14\reports\DP TC.RPT.0VI20614.doc TOWN OF ORO VALLEI COUNCIL COMMUNICATION, OV12 06-14 Page 4 will not encroach into any General Plan -designated environmentally sensitive lands (ESL) or OVZCR-designated riparian area. The proposed drainage structures are all outside of these areas and will serve to detain stormwater runoff in a manner that allows for more gradual runoff, thus enhancing the park amenity in Common Area "A". 2. The current PAD -designated open space is predominantly "Natural Open Space" with some disturbed areas. Overall, the areas contain good quality vegetation, much of which will be transplanted. A biologist from RECON Environmental, hired by the Town to conduct an independent assessment, has evaluated the site and has determined that overall the property "is comprised of high quality, undisturbed vegetation characteristic of the Arizona Upland Subdivision of the Sonoran Desert." Staff has worked with the applicant to locate the detention facility out of the. adopted riparian area. RECON reviewed these plans and indicates that the "newly proposed location of the detention basin is an ecologically -sensitive solution that will better preserve the habitat and open space values of the site. " In regards to the alignment of Common Area "A", the 9/22 RECON report indicates that the proposed channel realignment "would not result in a greater impact to the resources of the area than the existing [Rancho Vistoso PAD] channel alignment. Further, the realignment would more directly correspond to the existing box culvert under Tangerine Road, maintaining a logical drainage pattern." The balance of the site is essentially of equal resource value. Staff believes that the proposed realignment of the open space area "improves the overall development design" and "has recreational value" by creating a park -like amenity in Common Area "A", as well as provides "meaningful open space which -reduces fragmentation" with a wide, -linear,-heavily-landscaped drainage area, as specified by Criteria #9. The construction and re-creation of a drainage channel, along with the additional native desert plant landscaping is, in staff s estimation, consistent with the definition of "meaningful open space". . In addition, the proposed open space realignment offers a good opportunity to create paved trail system running north -south on the banks of the common area to Tangerine Road and a primitive trail from the detention area north toward Rancho Vistoso Boulevard. The open space trade does, however, result in a loss of "Natural Open Space" which will be supplanted with a larger amount of "Landscaped Open Space ". 3. The landscape plan indicates that areas of encroachment will be revegetated with native plant materials and many of the trees salvaged on -site will be transplanted into Common Area "A". Staff supports this proposed trade, as the proposed trade will provide "meaningful open space " at a rate which exceeds that of the proposed encroachment. This trade will re-create a drainageway with natural and mitigated features. C. OVZCR COMPLIANCE: The proposal meets all applicable OVZCR requirements. The only notable issue involves parking and is discussed below. P:\OV\OV12\2006\OV12-06-14\reports\DP TC.RPT.0V120614.doc TOWN OF ORO VALLI] COUNCIL COMMUNICATION, OV12-06-14 Page 5 Section 27.7, Off -Street Parking • Lot 1 is overparked by 5 spaces, based on General Table 27-14 of the Parking Code (450 required/455 provided). • The Alternative Parking Analysis was approved by the DRB. D. TANGERINE ROAD CORRIDOR OVERLAY DISTRICT (TRCOD) COMPLIANCE: This project is in substantial compliance with the TRCOD. The following TRCOD standards are notable for this project: • Views from Tangerine Road toward the north will not be significantly impacted due to the rising topography and hillsides behind the site. The development will be low-rise in nature and should not impede views of the Catalina Mountains to the east, the Tortolita Mountains to the north, or the Tucson Mountain to the west and southwest. • Lot 1 has been designed with bufferyards on the perimeter and the buildings are clustered in a manner that helps the development to integrate well into the natural environment, rather than being an imposition. E. PUBLIC WORKS COMMENTS: DRAINAGE: i he existing on -site storm water drainage flows from the north to the south predominately by braided overland sheet flow and will in general be maintained. Storm water runoff that exits the Neighborhood 3 site is conveyed through two (2) existing different RCBC's (Reinforced Concrete Box Culverts) underneath Tangerine Road. One of the hydraulic structures consisting of two (2) — 8'x5' existing RCBC's receive a peak discharge for the 100-year event of 536 cfs. The other hydraulic structure consisting of two (2) — 8'x8'x282' existing RCBC's receive a peak discharge for the 100-year event of 918 cfs. These culverts discharge directly onto Rancho Vistoso Neighborhood 4. The storm water flows are ultimately intercepted by the Big Wash located approximately one-half mile to the southeast. Innovation Park. Drive currently bisects Neighborhood 3 and divides the development into an east and west development. All offsite flows are separated and divided by Innovation Park Drive and directed through natural channels through the project site and to Tangerine Road. Storm water flows in Innovation Park Drive flow into existing storm drains and culverts and discharge the street flow into the east portion of the project site. On -site developed conditions. drainage will be conveyed through the site using parking area access lanes (PAALs) and by a system of reinforced concrete and metal pipe culverts, channels, and catch basins. Catch basin scrubbers by Vortechnics will be utilized within the parking lots for any pavement storm water discharges. Detention is required and the post development storm water runoff has been reduced to meet existing flows discharging to Tangerine Road. This has been accomplished by the installation of an upstream basin which intercepts the existing natural braided wash and is metered for discharge to attenuate the outflow. F:\OV\OV 12\2006\OV 12-06-14Veports\DP_TC.RPT.0V120614.doc TOWN OF ORO VALLE= COUNCIL COMMUNICATION, OV12-06-14 Page 6 GRADING: A Type 2 Grading Permit will be required to construct building pads, retaining walls, drainage structures, utilities, parking lots and any other structures requiring grading on the project site. All grading shall adhere to the Rancho Vistoso PAD which allows for unlimited cut and fill with benching required every ten (10) feet of vertical relief. TRAFFIC: This development shall be served by two points of ingress/egress. The first, also known as Project Access Drive #1 shall intersect the Rancho Vistoso master planned street of Vistoso Park Road approximately 500 feet east of Innovation Park Drive. Vistoso Park Road shall be constructed as a part of the present site development from Innovation Park Drive to the eastern limits of this project. Future alignment of this street shall loop to the south to re -intersect Innovation Park Drive at the southern hospital entrance. The second access point, otherwise referred to as Project Access Point #2 shall be constructed at the northwest portion of the site discharging to Innovation Park Drive. This access point is approximately 2,300' north of Tangerine Road. Both Access Drives as well as the new portion of Vistoso Park Drive shall be afforded full turning movements. for ingress/egress via existing median breaks in Innovation Park Drive and no median within Vistoso Park Drive. At present the current project does not warrant the installation of traffic signals to mitigate traffic flow. The developer and/or future owners/assignees of this site shall bear all costs and install any and all traffic signals warranted by future increased traffic created by and/or expansion of this development. The engineering conditions of approval contained on Exhibit A do not materially affect the configuration of the" development as presented within this report. Rather they are offered as requirements of development plan documentation that will be utilized to evaluate the improvement plans once submitted to the Town of Oro Valley Public Works reviewing staff. PUBLIC INPUT:. No formal neighborhood meetings have been held. No feedback has been received from the public regarding the proposed development. DEVELOPMENT REVIEW BOARD ACTIONS: The Development Review Board, by a 6:0 vote, recommended that the Town Council approve the preliminary plat and development plan, subject to the conditions listed in Exhibit A. Since the Development Review Board hearing, the applicant has addressed many of the conditions of Exhibit A. Draft DRB minutes are attached. SUMMARY OF FACTORS: Findings in Favor 1. The proposal meets all General Plan, Rancho Vistoso PAD, and OVZCR standards. 2. The proposal incorporates a large vegetated common area through the central portion of the property with walkways on both sides that will add an attractive park -like amenity for tenants and the public. In F:\OV\OV I2\2006\OV 12-06-14\reports\DP TC.RPT.OV 120614.doc TOWN OF ORO VALLId COUNCIL COMMUNICATION, OV12-06-14 Page 7 addition, the applicant has provided a significant amount of vegetated bufferyard areas, in excess of that required by code and has provided extensive landscaping around the buildings and in the parking islands. A large amount of native vegetation is being preserved for transplanting. Since last summer's copious Monsoon rains, the applicant has conducted another field review and has increased the amount of vegetation to be preserved. 3. The provision of an internal loop road within the project will help to contain circulation on the site. 4. There has been no formal opposition by neighboring property owners. 5. The areas between the buildings on Lot 1 will be used as courtyard area and as trail connections to provide a meaningful amenity for building tenants and customers. 6. The Common Area "A" will be made into a park -like amenity with extensive native vegetation and natural -appearing rock channels. Both banks of Common Area "A" will have paved trails running along them with bench and landscape amenities along their course. The berm area below the detention basin will be revegetated with native plant materials to help restore a natural appearance. 7. The buildings have varying and staggered setbacks to create an aesthetically -pleasing streetscape. 8. The DRB recommended conditional approval of the PP and DP by a 6:0 vote. Findings Against 1. None SUGGESTED MOTIONS: I move to [approve, approve with conditions, OR deny] OV12-06-14, Preliminary Plat and Development Plan r the proposed commercial development located on proposed Lots 1-6, Rancho Vistoso Neighborhood 3, .,nnovation Corporate Center -East. Staff recommends that any motion to approve be subject to the conditions specified in Exhibit A. Attachments: 1. Exhibit A 2. Preliminary Plat/Development Plan 3. Proposed.Venture West Open Space Realignment Map 4. Section 1.3, Rancho Vistoso PAD 5. RECON Environmental 9/22/06 Memorandum 6. RECON Environmental 11/21/06 Memorandum 7. Draft DRB minutes F:\OV\OV 12\2006\OV 12-06-14\reports\DP_TC.RPT.0V 120614.doc TOWN OF ORO VALLA COUNCIL COMMUNICATION, OV12-06-14 Page 8 Cc: TOV: Shirley Gay Applicant: Paul Oland, Fax: 881.7492 Neil Simon, Fax: 722.1166 Exhibit A Conditions of Approval OV12-06-14 1. All trail alignments shall be depicted on the final plat. 2. No rip rap shall be used between the buildings. 3. The rip rap used in the channel shall be matched to natural rock on -site. 4. Provide at least 15 feet of clear zone/apron between the detention basin and the drain pipe as a scour area. 5. The entire drainage facility and the trail with associated amenities on the west bank of the channel will be constructed on the east side of Lot 1 and continuing south to Tangerine Road concurrent with the development of Lot 1. 6. The landscaping along Innovation Park Drive shall be per the approved Landscape Plan for Innovation Park Drive. 7. Revise the Development Plans to incorporate all redline comments provided on the reviewed plan set. Items in graphite pencil are for the reviewer's purposes only, not intended to be comment for correction. 8. Provide proposed spot elevations 10' from the perimeter of the buildings or flow arrows w/slope % to show a recommended 5% slope away from the buildings as per Terracon's Geotechnical Engineers Project Report - # - 63055074 dated June -15 —2005. -The - spot - elevations at some of the buildings (i.e.; Office #12 on Sheet #4 and Office #10 on Sheet #6) do not exhibit the 5% positive drainage away from the structure when the grade around the building is recessed 6" under the FFE. Also, a minimum grade of .1.0% is required in non-hardscaped areas. 9. Clarify any Lot #1 Boundary line and curve data which does not match what is stated in the Boundary Calculations. Make needed corrections on any applicable sheets. Exhibit A- Conditions of Approval - 1 - T�� �roup MEMORANDUM To: File From: Paul Oland Date: 2006.09.08 Revised 2006.10.19 Subject: Innov. Corp. Ctr. Parking Analysis The Innovation Corporate Center East is proposed as a high -quality professional medical office development intended to meet the office needs of the primarily medical community seeking to locate within Innovation Park in close proximity to Northwest Hospital. Innovation Corporate Center East is a portion of a large parcel of land owned by Venture West that is envisioned for complimentary, if not similar, professional development. Venture West has developed many high -quality, very successful professional office complexes throughout the Tucson metropolitan area, and is thus extremely familiar with the particular requirements and dynamics needed to create a functional and attractive office development. The Town of Oro Valley provides codified parking requirements for various land uses, including "medical office". It is important to note that the Oro Valley code distinguishes between general office uses and medical offices and recognizes that medical offices require more parking spaces per square foot of office space than do general offices. However, Oro Valley's specific parking requirement for medical office development of 4.5 parking spaces per 1,000 square feet of office floor space is not sufficient to serve the needs of this sort of development. The inadequacy of the requirement is supported by two strong facts, as discussed below. Oro Valley's 4.5 spaces per 1,000 square feet requirement is the lowest in the region, as evidenced by the table below. Many other jurisdictions require at least ten percent more parking than Oro Valley, in recognition that professional medical offices truly require at least 5 parking spaces per 1,000 square feet of floor space in order to function optimally. The Innovation Park area will continue to have a regional employee base which, coupled with the lack of public transit services, is not particularly conducive to alternative means of transportation, thus magnifying the need for adequate on -site parking provision. Additionally, since the development will feature a singular land use, one high peak parking demand will be present rather than several lower peaks typical of mixed -use developments. L:\l85050\Neigh3\Venture West\Parking Analysis\ICCE Parking Analysis Memo.doc Comparison of Medical Office Parking Requirements, by Jurisdiction _ Pima County 5.0 per 1,000 sq. f1employeetE Town of Sahuarita 5.0 per 1,000 sq. ft. + 1 per Employee _City of Tucson 5.7 per 1,000 sq. ft. _ City of Las Vegas 5.7 per 1,000 sq. ft. Town of Marana 5.0 per 1,000 sq. ft. `City of Phoenix 5.0 per 1,000 sq. ft. City of Casa Grande 5.0 per 1,000 sq. ft. City of Los Angeles 5.0 per1;000 sq. ft. Town of Oro Valley 4.5 per 1,000 sq. ft. 2. As mentioned above, Venture West has developed many functional, attractive, and successful professional office complexes throughout the Tucson metropolitan area. Their real -world experience with the professional office development framework has driven the current design, including the amount of parking provided to .serve the development. The Innovation Corporate Center East development plan shows 468 parking spaces provided to serve the needs of 100,000 square feet of office floor space, or 4.68 spaces per 1,000 square feet. The Town of Oro Valley's parking requirement dictates a ratio of 4.5 spaces per 1,00.0 square feet, or 450 spaces for this particular development. Venture West strongly feels that while the proposed 468 spaces is still fewer than they would prefer to provide for this amount of office floor space, it is a compromise that they feel will nonetheless function. Swan Corporate Center, located at Swan Road and Camp Lowell Road, and La Cholla Corporate Center, located east of Foothills Mall, are two of Venture West's recent professional medical office developments that provide an example of adequate parking provision coupled with high -quality development standards. The developments provide parking ratios of 5.2 and 5.0 spaces per 1,000 square feet of floor space, respectively. Tenants of both developments fully utilize the parking provided, and in addition, parking requirements are marginally reduced by their location. along major bus routes. In summary, the 468 parking spaces provided on -site will not optimally serve the project's anticipated parking needs, but will nevertheless serve adequately. As the developer of Innovation Corporate Center East, Venture West feels it is critical to provide at least the number of spaces shown on the development plan in order for the future tenants of this project to have adequate parking spaces for employees, patients, and visitors alike. A visit to any of Venture West's other office developments quickly illustrates how truly adequate parking can be provided while maintaining a professional office atmosphere featuring aesthetically pleasing architectural themes and abundant landscaping. L:\l85050\Neigh3\Venture West\Parking Analysis\ICCE Parking Analysis Memo.doc Page 1 of 1 Hayes, Patty Subject: OV12-06-14 Matt, I met with Gary from WLB on site at the Innovation Corporate Center -east. Due to the rejuvination of a large number of plants because of the summer rains, Gary would like to cut the number of destroyed plants by 50%. He feels that 50% of the plants previously marked for destruction can now be salvaged. He will be submitting revised plans with new totals. The plans will not have each revised plant identified on each sheet but they will show the total of how many plants they will salvage. Thanks, Patty Hayes 09/13/2006 4AY �p,LLEY q� O OHO ?9 �r e _ �91 TOWN OF ORO VALLEY, PLANNING AND ZONING 11000 N. LA CANADA DRIVE, ORO VALLEY AZ 85737 PHONE: (520) 229A800 FAX (520) 742-1022 www.townoforovalley.com APPLICATION FORM OV Case # (Office Use Only): 0 Application Type: �bpVF.10Pam + NAW A Project Manager/Developer . Name: FRF D STE ! N/ Address: City:-M Teleohon F Property Owner (s), if more than one owner, attach list Nam Firm Addl City: Telei C. Subject Property Parcelffax Code:aa5 Legal Description/Property State: Email: Zip: R NE Area of property: (DZS •154 WR S Existing Zoning WHimium I roposed Zoning: Is Proposed Zoning in conformance with General Plan designation? [ J N/A [ J Yes [ J No General Plan Designation: Existing Land Use:-. V AcAwr Proposed Land Use: D. Previous Applications Relating To This Property OV8- OV9- OV10- OV11- OV12- OV13- E. Reason For Request as a-uppushyr PcftN Fog ciotwoviftc dr2-VF-t'0PH'FWT —A This application is true and correct to the best of my knowledge. I am the owner of the above described property or have been authorized by the owner to make this application. Date Sign ture U4dmin RIFORUSIShannon Project Subdivision Development RandouttApprica6on General.doc P�UNITED ST11TES V__ POSTAL SERVICE_ Tucson AZ 85726-9998 May 18, 2006 Town of Oro Valley Planning & Zoning Division Attn: Development Coordinator, Shirley Gay 11000 N La Canada Drive Oro Valley AZ 85737 Mq r 19 6 SUBJECT: Construction Projects and Recommendations for Delivery of Mail RE: OV1206-14 Innovation Corporate Center -East Please have the developer contact the station listed below to coordinate placement of mailbox(es) and obtain approvals necessary to initiate mail delivery to this project. Station Manager, Phone Number: Thank you, ORO VALLEY BRANCH (520) 229-0320 Joyce Reid Supervisor, Customer Services TUCSON AZ 85726-9998 JR: mo cc: Station Manager, Oro Valley Branch 0 Jp,LLEY qR�� "'OUNDED 9 David Little, P.E. WLB Group Inc 4444 E. Broadway Blvd Tucson, Arizona 85711 TOWN OF ORO VALLEY Department of Public Works 11000 North La Canada Drive Oro Valley, Arizona 85737 (520) 229-4800 Fax: (520) 229-4899 January 16, 2008 RE: OV12-06-14: Innovation Corporate Center - East, Lot 2 Stockpile Plan Dear David: The Innovation Corporate Center— East, Lot 2 Stockpile Plan submitted on January 15, 2008 continues to be conditionally accepted. The condition to be addressed is as follows: Project sites that disturb one or more acres must submit a Notice of Intent (NOI) to obtain coverage under a National Pollution Discharge Elimination System (NPDES) general permit. This project disturbs an area greater than one acre and therefore must obtain coverage under an AZPDES permit. Please provide a copy of the completed Notice of Intent (NOI) letter that was submitted to ADEQ for our records. Also, provide a copy of the Storm Water Pollution Prevention Plan (SWPPP). Submit a comment response letter, 3 bond copies of the SWPPP, and a Mylar copy of the Stockpile Plan. Please phone David Laws at (520)229-4808 if you have any questions. Sincerelv.�� Paul Keesler, P.E. Development Review Division Manager xc: S. Gay F. Steiniger File pw_stckpl_acptnc_0I 1608.doc �P\_ EY FUNDED ,e- OT. . David Little, P.E. The WLB Group, Inc. 4444 East Broadway Blvd. Tucson, Arizona 85711 TOWN OF ORO VALLEY Department of Public Works 11000 N. La Canada Drive Oro Valley, Arizona 85737 (520) 229-4880 Fax (520) 229-4899 www.townoforoval ley. com March 28, 2007 RE: OV12-06-14, Improvement Plan Acceptance Letter for Rancho Vistoso Neighborhood 3 Innovation Corporate Center - East Dear David: The paving and grading plans have been accepted and signed. In accordance with the ORO VALLEY COMPREHENSIVE ZONING CODE (CZC) May 2005: SEC. 26.3-E.2, the technical accuracy and conformance to the current minimum design standards and requirements of the TOWN OF ORO VALLEY, and other applicable standards are the responsibility of the design engineer. A Type 2 grading permit is required for this project. I have attached a Type 2 permit application, ADEQ N.O.I. form, a Floodplain Use Permit, and a Type 2 grading permit checklist. The Type 2 grading checklist has been prepared to show you all of the items that we have or that are not required (strike -through items) and items that are needed (blank box items). All retaining walls will require a separate review with the submittal of individual permit applications. Assurances are required for this project and they are: a restoration bond, a landscape bond and construction bond. It is important that the bond estimate is submitted as soon as possible so that the bond amount can be established. Please refer to Sec. 26.6 of the CZC May 2005 for items that must be included in the bond estimates. If not already completed, submit the estimate to our Development Coordinator, Shirley Gay. If you wish to contact her regarding the assurances her phone number is 229-4849. A pre -grading meeting will be set when we have all of the items required by the Type 2 grading permit checklist. The outcome of the meeting will be the issuance of the grading permit. Please bring the permit and review fees to the meeting so that there will be no delay on issuing the permit Any proposed revision or modification to this accepted plan shall be submitted to the Town for review and approval prior to such revision/modification being made in the field. As -built record maps of final site construction shall be submitted to the Department of Public Works for review and acceptance prior to the request for final site inspection and full release of the trust/assurances. Sincerely, Paul Keesler, P.E. Development Review Division Manager XC: File S. Gay F. Steiniger PW_RVNH3 Innovation Corporate Center-East_IP Acceptance Letter 032807 DEVELOPMENT REVIEW DIVISION 201 N. Stone Avenue, 2ND Floor Tucson, Arizona 85701-1207 May 15, 2007 Attn: Fred Steiniger Venture West 6007 E. Grant Road Tucson, AZ. 85712 MAY 2 j 2007 RE: Public Sewer Plans for Rancho Vistoso Neighborhood 3 Innovation Corporate Center - East G-2006-192, OV12-06-14 **Special Note: This Sewer is not phased. It is to be constructed as one phase** Acceptance is hereby given for the plans and specifications of the above referenced project. These plans are approved for sewer design ONLY and not for the finished floor elevations or manhole casting elevations. Pima County Wastewater Management Department, its successors and assigns, are to be held harmless from any and all claims arising from flooding, overflow, back-up, or similar difficulties caused by failure to meet specifications, improper installation or failure of the backflow prevention device. The following will require your response or are noted for your information: The project construction permit must be obtained from this office. A construction permit will be issued only after: A. Approvals from all appropriate government agencies have been acquired. B. 4 additional copies of the complete set of approved plans have been submitted to PCWMD. If plans are signed by PCWMD before approval by the Town Engineer, the engineer must obtain that approval prior to submittal of the required additional copies of the plans. C. The Certificate of Approval to Construct (ATC) is issued by Pima County Department of Environmental Quality (PCDEQ) at 740-3340, on behalf of the Arizona Department of Environmental Quality (ADEQ). If this project is phased, a separate ATC must be obtained for each phase. D. A signed copy of itemized bid(s) is submitted. E. Receipt of 2.5% inspection fee based on the attested contracted price plus a $25.00 administration fee. F. All additional required forms, letters and permits are submitted, reviewed and approved. G. Required easements (if any) are executed, recorded, and identified on the sewer improvement plans. H. The start date will be determined at the Pre -Construction meeting with Pima County Field Engineering. 2. If substantial changes have been made to the plans as a result of review by the Town Engineer subsequent to approval by PCWMD, the engineer shall so notify PCWMD and submit the revised plans to this office for reacceptance prior to requesting a construction permit. Public Sewer Plans for Rancno Vistoso Neighborhood 3 Innovation Cui purate Center - East G-2006-192, OV12-06-14 May 15, 2007 Page Two 3. It is a requirement to procure a permit from the Town Engineer prior to performing any work in a public right-of-way or designated flood plain. 4. It is the Contractor's responsibility to secure a permit for construction water from the appropriate water agency. 5. Any revisions made or contemplated during construction must be submitted by your Engineer to Pima County Field Engineering for approval before such changes are made in the field. 6. All construction and inspections shall be completed, as per ADEQ & PDEQ requirements, on or before the expiration of PDEQ's Approval to Construct. Proposed tributary finished floor building elevations should be one foot or more above upstream manhole casting elevation as per PCWMD specifications. Where it is impossible to meet these specifications, the use of a backflow prevention device on the private HCS will be required. It is the responsibility of the developer, his contractor, or his agent, to see that the backflow device is properly installed and that the homeowner/occupant is informed of its existence and need for routine maintenance. 8. Upon completion of the sewer construction, this office will prepare for your signature, two (2) original "Bill Of Sale" and one (1) "Affidavit of Costs". After receipt of these documents, it is a requirement that you execute and submit them to this division prior to release of assurances. 9. Upon completion of public sewer construction, the Inspector will request three (3) sets of "as - built" sewer construction plans. In addition, the Development Review Division will request a check in the amount of $122.00 made payable to the Arizona Department of Environmental Quality (ADEQ). These plans must be prepared and sealed by a professional registrant (P.E. or R.L.S.) and must show actual constructed horizontal and vertical location of all manholes with lengths and slopes of pipes adjusted accordingly. Show any other deviations from the approved plans. If public sewer easement(s) are shown on the sewer plan and are noted to be recorded by separate instrument, "as -built" plans must include recording information (docket and page) for each easement. The individual house connections (HCS's) will not be released for connection of building plumbing until the public sewer has been released in writing by both ADEQ/SRO and PCWMD Development Review Division. Subhash C. Raval, P.E. Development Review / Technical Support Division Manager SCR/ jc Copy: Project Engineer: WLB Group / Attn: Peggy Rau Town of Oro Valley Project/Subdivision AGREEMENT BETWEEN PIMA COUNTY AND VENTURE WEST 6007 E GRANT ROAD TUCSON, AZ 85712 FOR CONSTRUCTION OF A PRIVATE SEWERAGE SYSTEM AND PROVISION OF SEWER SERVICE FOR RANCHO VISTOSO NEIGHBORHOOD 3, INNOVATION CORPORATE CENTER - EAST OV12-06-14 AGREEMENT FOR CONSTRUCTION OF PRIVATE SEWERAGE SYSTEM AND PROVISION OF SEWER SERVICE Agreement made this day of , 20 , between Pima County, a political subdivision of the State o�Arizona ounty , and Venture West, as owner. RECITALS A. Applicant is the owner of the property commonly referred to as Rancho Vistoso Neighborhood 3, Innovation Corporate Center -East, a development in Pima County, Arizona. B. Applicant intends to construct a private sewerage system to serve the development and to connect same to the public sewerage system owned, operated and maintained by County. DEFINITIONS Off -site Sewer System: Sewers to be constructed under this agreement which are located off the site of the development in dedicated rights -of way or easements. On -site Sewer System: Sewers to be constructed under this agreement which are located on the site of the development. Public Sewers: Sewers which, upon completion by the developer and inspection and acceptance by Pima County Wastewater Management, are deeded to Pima County for operation and maintenance. Private Sewers: Sewers which are constructed by the developer and are operated and maintained by the owner of the development or a homeowners association formed to own and maintain the common elements of the development. TERMS In consideration of the mutual covenants in this Agreement, the parties agree as follows: ARTICLE 1: Construction 1.1 Applicant shall have constructed, at applicant's own expense, an on -site private sewerage system in accordance with plans and specifications submitted to and approved by Pima County Department of Environmental Quality. 1.2 The private sewerage system shall be constructed in conformance with the applicable provisions of Pima County Code, Title 13, Chapter 20 as amended. ARTICLE 2: Units to be Served 2.1 Theprivate sewerage system to be constructed shall serve 900 wastewater fixture unit equivalents in Rancho Vistoso Neighborhood 3, Innovation Corporate Center -East, in accordance with the approved plans as filed under File No. OV12-06-14 in the office of the Pima County Wastewater Management Department. ARTICLE 3: Assurances 3.1 Applicant acknowledges and agrees that County shall not be responsible for the operation, maintenance or repair of the private sewerage system herein described. Tucson Sectric Power Company 4350 E. Irvington Road, Tucson, AZ 85714 Post Office Box 711, Tucson, AZ 85702 WR#169978 September 21, 2006 Town of Oro Valley Planning and Zoning Division Attn: Shirley Gay 11000 N La Canada Drive Tucson, Arizona 85727 Dear Ms. Gay: SUBJECT: Innovation Corporate Center — East Rancho Vistoso N133 Tucson Electric Power Company has reviewed and approved the development plan submitted September 14, 2006. It appears that there are no conflicts with the existing facilities within the boundaries of this proposed development. Enclosed is a copy of a TEP facilities map showing the approximate location of the existing facilities. In order to apply for electric service, call the New Construction Department at (520) 918- 8300. Submit a final set of plans including approved site, offsite and electrical load plans. Include a CD with the AutoCAD version of the plans. If easements are required, they will be secured by separate instrument. Your final plans should be sent to: Tucson Electric Power Company Attn: Ms. Mary Boice New Business Project Manager P. O. Box 711 (DB-101) Tucson, AZ 85702 520-917-8732 Please call the area Designer Lisa Romero 918-8261, should you have any questions. Sincerely, Elizabeth Miranda Office Support Specialist Design/Build Im Enclosures cc: S. Gay, Oro Valley (email) L. Romero, Tucson Electric Power $** SOUTHWEST GAS [ORPOR(Ii1011 September 20, 2006 Town of Oro Valley Planning & Zoning Department 11000 N.La Canada Dr. Oro Valley, Arizona 85737 SEP 2 1 2006 OV1206-14 INNOVATION CORPORATE CENTER -EAST RANCHO VISTOSO NB 3 OV1205-03 EL CORREDOR OV1286-09F PUSCH RIDGE, LOTS 12-31 Southwest Gas Corporation has no objection to the platting of the above mentioned project. However, existing natural gas facilities are located in adjacent right-of-way which may be affected by construction of this project. Blue Stake should be notified 48 hours prior to construction. Further information regarding natural gas facilities on or near this project may be acquired by contacti g me at 794-6049. RICK BARON/ENGINEERING TECHNICIAN 3401 East Gas Road / Tucson, Arizona 85714-1994 P.O. Box 26500 / Tucson, Arizona 85726-6500 / (520) 889-1888 / 1-800-428-7324 www.swgas.com -, UNITED STATES POSTAL SERVICE Tucson AZ 85726-9998 May 18, 2006 Town of Oro Valley Planning & Zoning Division Attn: Development Coordinator, Shirley Gay 11000 N La Canada Drive Oro Valley AZ 85737 MAY 1 9 ?006 SUBJECT: Construction Projects and Recommendations for Delivery of Mail RE: OV1206-14 Innovation Corporate Center -East Please have the developer contact the station listed below to coordinate placement of mailbox(es) and obtain approvals necessary to initiate mail delivery to this project. Station Manager, Phone Number: Thank you, ORO VALLEY BRANCH (520) 229-0320 Joyce Reid Supervisor, Customer Services TUCSON AZ 85726-9998 JR:mo cc: Station Manager, Oro Valley Branch NOTICE OF REVIEW BEFORE THE ORO VALLEY TOWN COUNCIL The Oro Valley Town Council will hold a review of a proposed development on WEDNESDAY, December 20", 2006 COMMENCING AT OR AFTER 7:00 P.M. The subject of the review will be the proposed preliminary plat and development plan for the following: OV12-06-14, THE WLB GROUP, REPRESENTING VENTURE WEST CONSTRUCTION, LLC, REQUESTS APPROVAL OF A PRELIMINARY PLAT AND DEVELOPMENT PLAN FOR A COMMERCIAL DEVELOPMENT LOCATED WITHIN RANCHO VISTOSO NEIGHBORHOOD 3, INNOVATION CORPORATE CENTER -EAST, LOCATED AT THE NE INTERSECTION OF INNOVATION PARK DRIVE AND TANGERINE ROAD, PARCEL 223-02-021B. The applicant has submitted a proposal to subdivide the property into 6 parcels and construct 100,000 square feet of professional office buildings (12 total) on Parcel 1. The overall site consists of 68.36 acres and the zoning is Rancho Vistoso PAD, Campus Park -Industrial and General Commercial Districts. The hearing will be held at the Oro Valley Town Hall, 11,000 North La Canada Drive, Oro Valley, Arizona. ' Members of the public are invited to attend this meeting and will be given an opportunity to speak. An agenda for this meeting will be made available at least 24 hours prior to meeting time. If you have any questions about this matter, please contact Matt Michels, OV Senior Planner, at (520) 229-4822 or mmicbelsaorovalle .net. Bayer Vella, AiCP Senior Planner POSTED: 11-28-06 time: 2:00 p.m. by: sg F:\OV\OV12\2006\OV12-06-14\Notices\TCnoticcOV120614.doc -�-//6/- DEPARTMENT OF 'U° ° Z -007 WASTEWATER MANAGEMENT PIMA COUNTY GOVERNMENTAL CENTER TUCSON, ARIZONA 85701 PROJECT CONSTRUCTION PERMIT Applicant: denture �0yest Constructio-. Address: 6007 L. Grant Road Tucson, AZ. 35712 Plan Ref. No.: G-2006-1 92 Project Name: Rancho Visto50 0ei i-loorjlood 3 Dev. Name: Venture West Property Served: Innovation Corporate Center Last - Lots 15-20, 25-32 & 37 C K # 61 581 Starting Date: i Pre -Con w/PC vd-h4 FE Expiration Date: 2.5% of Affirmation Rec'd $4, 379.95 Payment Permission is hereby granted for construction at above location in accordance with current Pima County Wastewater Management Department Standards and Procedures. Date: 6-1 4-U / Clerk: JC Contractor: Trinity ;southwest Contractor By: � ,r PERMIT 55983 NOTICE OF REVIEW BEFORE THE ORO VALLEY DEVELOPMENT REVIEW BOARD NOTICE IS HEREBY GIVEN that the Oro Valley Development Review Board will hold a public meeting to review the following proposal on TUESDAY, NOVEMBER 14, 2006 COMMENCING AT OR AFTER 6:00 P.M. The subject of the review is to be a proposed Preliminary Plan, Development Plan, and Landscape Plan for the following: OV12-06-14, The WLB Group, representing Venture West Construction, LLC, requests approval of a Preliminary Plat, Development Plan, and Landscape Plan for a commercial development located within Rancho Vistoso Neighborhood 3, Innovation Corporate Center -East, located NE of the intersection of Innovation Park Drive and Tangerine Road, Parcel 223-02-021B. The applicant has submitted a proposal to subdivide the property into 6 parcels and construct 100,000 square feet of professional office buildings (12 total) on Parcel 1. The overall site consists of 68.36 acres and the zoning is Rancho Vistoso PAD, Campus Park -Industrial and General Commercial Districts. The hearing will be held at the ORO VALLEY TOWN HALL, COUNCIL CHAMBERS, 11000 North La Canada Drive, Oro Valley, Arizona. Members of the public are invited to attend this meeting and will be given an opportunity to speak. An agenda for this meeting will be made available at least 24 hours prior to meeting time and be viewed at www.townoforovalley.com. Should you have any questions about this matter, please contact Matt Michels at 520.229.4822 or mm ichelsnoroval l ey. net. NOTICE OF REVIEW BEFORE THE ORO VALLEY DEVELOPMENT REVIEW BOARD NOTICE IS HEREBY GIVEN that the Oro Valley Development Review Board will hold a public meeting to review the following proposal on TUESDAY, NOVEMBER 14, 2006 COMMENCING AT OR AFTER 6:00 P.M. The subject of the review is to be a proposed Preliminary Plan, Development Plan, and landscape Plan for the following: OV12-06-14, The WLB Group, representing Venture West Construction, LLC, requests approval of a Preliminary Plat, Development Plan, and Landscape Plan for a commercial development located within Rancho Vistoso Neighborhood 3, Innovation Corporate Center -East, located NE of the intersection of Innovation Park Drive and Tangerine Road, Parcel 223-02-021B. The applicant has submitted a proposal to subdivide the property into 6 parcels and construct 100,000 square feet of professional office buildings (12 total) on Parcel 1. The overall site consists of 68.36 acres and the zoning is Rancho Vistoso PAD, Campus Park -Industrial and General Commercial Districts. The hearing will be held at the ORO VALLEY TOWN HALL, COUNCIL CHAMBERS, 11000 North La Canada Drive, Oro Valley, Arizona. Members of the public are invited to attend this meeting and will be given an opportunity to speak. An agenda for this meeting will be made available at least 24 hours prior to meeting time and be viewed at www.townoforovalley.com. Should you have any questions about this matter, please contact Matt Michels at 520.229.4822 or mmichels .,orovalley.net. NOTICE OF REVIEW BEFORE THE ORO VALLEY DEVELOPMENT REVIEW BOARD NOTICE IS HEREBY GIVEN that the Oro Valley Development Review Board will hold a public meeting to review the following proposal on TUESDAY, NOVEMBER 14, 2006 COMMENCING AT OR AFTER 6:00 P.M. The subject of the review is to be a proposed Preliminary Plan, Development Plan, and Landscape Plan for the following: OV12-06-14, The WLB Group, representing Venture West Construction, LLC, requests approval of a Preliminary Plat, Development Plan, and Landscape Plan for a commercial development located within Rancho Vistoso Neighborhood 3, Innovation Corporate Center -East, located NE of the intersection of Innovation Park Drive and Tangerine Road, Parcel 223-02- 021 B. The applicant has submitted a proposal to subdivide the property into 6 parcels and construct 100,000 square feet of professional office buildings (12 total) on Parcel 1. The overall site consists of 68.36 acres and the zoning is Rancho Vistoso PAD, Campus Park -Industrial and General Commercial Districts. The hearing will be held at the ORO VALLEY TOWN HALL, COUNCIL CHAMBERS, 11000 North La Canada Drive, Oro Valley, Arizona. Members of the public are invited to attend this meeting and will be given an opportunity to speak. An agenda for this meeting will be made available at least 24 hours prior to meeting time and be viewed at www.townoforovalley.com. Should you have any questions about this matter, please contact Matt Michels at 520.229.4822 or mmichels2orovalle .nnet. Bayer Vclla, AICP Senior Platuier Posted: 10-26-06 Time: 11:00 a.m. By: drm F:\OV\OV 12\2006\OV 12-06-14\Notices\DRBnoticeI 1-14-06.doc NOTICE OF REVIEW BEFORE THE ORO VALLEY DEVELOPMENT REVIEW BOARD NOTICE IS HEREBY GIVEN that the Oro Valley Development Review Board will hold a public meeting to review the following proposal on TUESDAY, OCTOBER 10, 2006 COMMENCING AT OR AFTER 6:00 P.M. The subject of the review is to be a proposed Preliminary Plan, Development Plan, and Landscape Plan for the following: Public Hearing: OV12-06-14, The WLB Group, representing Venture West Construction, LLC, requests approval of a Preliminary Plat, Development Plan, and Landscape Plan for a commercial development located within Rancho Vistoso Neighborhood 3, Innovation Corporate Center -East, located NE of the intersection of Innovation Park Drive and Tangerine Road, Parcel 223-02-021B. The applicant has submitted a proposal to subdivide the property into 6 parcels and has submitted a Development Plan and Landscape Plan for 107,000 square feet of office/commercial on Parcel 1. The overall site consists of 68.36 acres and the zoning is Rancho Vistoso PAD, Campus Park -Industrial and General Commercial Districts. The hearing will be held at the ORO VALLEY TOWN HALL, COUNCIL CHAMBERS, 11000 North La Canada Drive, Oro Valley, Arizona. Members of the public are invited to attend this meeting and will be given an opportunity to speak. An agenda for this meeting will be made available at least 24 hours prior to meeting time and be viewed at www.townoforovalley.com. Should you have any questions about this matter, please contact Matt Michels at 520.229.4822 or mm i ch el sr`o rov a I I ey. net. NOTICE OF REVIEW BEFORE THE ORO VALLEY DEVELOPMENT REVIEW BOARD NOTICE IS HEREBY GIVEN that the Oro Valley Development Review Board will hold a public meeting to review the following proposal on TUESDAY, OCTOBER 10, 2006 COMMENCING AT OR AFTER 6:00 P.M. The subject of the review is to be a proposed Preliminary Plan, Development Plan, and Landscape Plan for the following: Public Hearing: OV12-06-14, The WLB Group, representing Venture West Construction, LLC, requests approval of a Preliminary Plat, Development Plan, and Landscape Plan for a commercial development located within Rancho Vistoso Neighborhood 3, Innovation Corporate Center -East, located NE of the intersection of Innovation Park Drive and Tangerine Road, Parcel 223-02-021B. The applicant has submitted a proposal to subdivide the property into 6 parcels and has submitted a Development Plan and Landscape Plan for 107,000 square feet of office/commercial on Parcel 1. The overall site consists of 68.36 acres and the zoning is Rancho Vistoso PAD, Campus Park -Industrial and General Commercial Districts. The hearing will be held at the ORO VALLEY TOWN HALL, COUNCIL CHAMBERS, 11000 North La Canada Drive, Oro Valley, Arizona. Members of the public are invited to attend this meeting and will be given an opportunity to speak. An agenda for this meeting will be made available at least 24 hours prior to meeting time and be viewed at www.townororovalley.com. Should you have any questions about this matter, please contact Matt Michels at 520.229.4822 or mmichelsr)orovalley. net. NOTICE OF REVIEW BEFORE THE ORO VALLEY DEVELOPMENT REVIEW BOARD NOTICE IS HEREBY GIVEN that the Oro Valley Development Review Board will hold a public meeting to review the following proposal on TUESDAY, OCTOBER 10, 2006 COMMENCING AT OR AFTER 6:00 P.M. The subject of the review is to be a proposed Preliminary Plan, Development Plan, and Landscape Plan for the following: Public Hearing: OV12-06-14, The WLB Group, representing Venture West Construction, LLC, requests approval of a Preliminary Plat, Development Plan, and Landscape Plan for a commercial development located within Rancho Vistoso Neighborhood 3, Innovation Corporate Center -East, located NE of the intersection of Innovation Park Drive and Tangerine Road, Parcel 223-02-021B. The applicant has submitted a proposal to subdivide the property into 6 parcels and has submitted a Development Plan and Landscape Plan for 107,000 square feet of office/commercial on Parcel 1. The overall site consists of 68.36 acres and the zoning is Rancho Vistoso PAD, Campus Park -Industrial and General Commercial Districts. The hearing will be held at the ORO VALLEY TOWN HALL, COUNCIL CHAMBERS, 11000 North La Canada Drive, Oro Valley, Arizona. Members of the public are invited to attend this meeting and will be given an opportunity to speak. An agenda for this meeting will be made available at least 24 hours prior to meeting time and be viewed at www.townoforovalley.com. Should you have any questions about this matter, please contact Matt Michels at 520.229.4822 or mmichelsgorovalley.net. Z' /'001'/�' da-ycr \fella,' ICP Senior Planner Posted: 9-20-06 Time: 11:00 a.m. By: drm F:\OV\OV I2\2006\OV 12-06-14\Notices\DRBnotice 12-06-14.doc Arizona State Museum P.O. Box 210026 Tucson, AZ 85721-0026 (520) 621-6302 FAX: (520) 621-2976 THE UNIVERSITY OF AiuzoNA(, TUCSON ARIZONA JUL 2 5 2006 Oro Valley Archaeological Records Check Form Date of Request: 06/26/2006 Date Completed: 7/20/06 Request came in by: Mail X Requested by: Name and Title Shirley Gray Company Town of Oro Valley. Address 11000 N. La Canada Drive State and zip code Oro Valley, AZ 85737 Phone and Fax 520-229-4849 Project Name and/or Number Rooney Ranch Parcel Z OV 1205-25 Project Description Development Plan Location of Project Area: (General description such as street intersections) Southeast of the intersection of East Naranja Drive and North 1st Ave Legal Description: Portions of Section 07, T12S, R14E Results of Search Sites in Project Area? None Comments: Professional Archaeological Services of Tucson (P.A.S.T.) inspected the parcel in 2003. No prehistoric or historic sites were found. f you have any questions, please feel free to contact me. Josh H. Madsen A� ociate Curator of Archaeology Arizona State Museum 520-621-4795 iinadsenL@email.arizona.edu ♦a a44 _- r Page 1 of 1 t � http://azsite I.asurite.ad.asu.edu/output/azsite—AZ SITE 1275233201681.jpg 7/19/2006 .3'/V:6 'Fliss Ke,J� ►Q �`7q'a. CULTURAL RESOURCES SURVEY OF THE ROONEY RANCH PARCEL "A" PROJECT NEAR ORO VALLEY, PIMA COUNTY, ARIZONA Submitted to: Monterey Homes 4742 N. Oracle #111 Tucson, AZ 85705 Submitted by Professional Archaeological Services of Tucson 5036 Golder Ranch Rd. Tucson, AZ 85739-4265 Prepared by David V.M. Stephen Ph.D. Principal Investigator State Antiquities Permit No. 2003-35BL P.A.S.T. Cultural Resources Report No. 031543 May 30, 2003 JUL 1 12006 ARCHAEOLOGICAL SURVEY OF 520 ACRES WITHIN THE RANCHO VISTOSO NEIGHBOOR 3 PROJECT NEAR ORO VALLEY, PIMA COUNTY, ARIZONA Submitted to: The WLB Group 4444 E. Broadway Tucson, AZ 85711 Submitted by Professional Archaeological Services of Tucson 5036 Golder Ranch Rd. Tucson, AZ 85739-4265 Prepared by David V.M. Stephen Ph.D. Principal Investigator State Antiquities Permit No. 2006-34bl P.A.S.T. Cultural Resources Report No. 061793 6/19/06 P.A.S.T. ABSTRACT & PROJECT SUMMARY FORM P.A.S.T. JOB NO. 061793 SUMMARY. An on -foot cultural resources survey of private property (520 acres) near Oro Valley in Pima County identified an unreported cultural resource AZ BB:9:410 (ASM), 5 isolated artifacts and two previous reports sites (AZ BB:9:119 and 171). These two sites have been destroyed through data recovery and road construction respectively. The quantity of artifacts within the subject property and on adjacent lands suggests the proposed undertaking may impact important cultural resources. The information potential of AZ BB:9:410 (ASM) has not been exhausted through activities completed in association with this study. Based on the fieldwork and archival documentation, further cultural resource studies may be warranted on the property. INTRODUCTION D1 Archaeological Survey Of 520 Acres With The Rancho Vistoso Nei hboor 3 Project Near Oro Valley, Pima County, AZ. D2 6/19/06 D3 Agency Name: D4 ASM Permit No. 2006-34b1 Other Permits: I NA DS Project Description: The land is slated for mixed residential and commercial development. D6 Agency Reference: Project Sponsor: The WLB Group (D7) PROJECT LOCATION INFORMATION (see also attached copy of USGS map) County, Pima I Vicinity of I Oro Valley AZ Legal: Within priimarilySW4S29,SE4 S30, NW4 S31, E2 S32 T11S R14E G&SRB&M AZ QUAD USGS MAP NAME MAP SCALE 1. BB:9 NW Oro Valley 7.5' (D8) SURVEY INFORMATION Type: Non -collection on -foot survey with systematic 20m transects or e ual Person -days 1 9 520 acres AND/OR 0 miles long BY 0 foot wide right-of-way Percent surveyed 1 100% Land Ownership Private Field Crew I A. Lenhart & D. Stephen Project Director: I David Stephen Field Work Dates I March 6 - 23, 2006 Ground visibility was effected I minimal) Additional Survey Records Submitted: None Artifact Collections Submitted to ASM: I None (D9-10) CULTURAL RESOURCES WITHIN PROJECT AREA (see report narrative for additional information) Archives Researched: ASM/ ZSITE ® GLO ® I SHPO ® I MNA ❑ Other: Numbers of eligible sites BB:9:410 ASM Numbers of ineligible sites B6:9:1 19 & 171 Previously recorded sites BB:9:119 & 171 New sites found this project AZ BB:9:410 ASM Artifact scatters 1 Total sites 1 Sites within 100 meters NA Isolate density/total artifacts <1 per acre 5 Sites in 1.6 km radius AZ BB:5:123, AZ BB:9: 1, 39, 45, 48, 52, 60, 63, 88, 99, 119, 120, 153, 155, 157, 161, 165, 169, 171, 172, 173, 187, 190, 194, 196, 207, 209, 210, 213, 216, 217, 218, 262, 263, 282, 283, 284, 285, 298, 319, 320, 332, 333, 337, 338, 339, 340, 341, 342,352 Ref. No. Of Prior Surveys I 1986-2220.asm (D1 1) RECOMMENDATIONS FOR FURTHER WORK (see also comments below) FURTHER WORK RECOMMENDED I NONE ❑ OR ® MUNICIPALITY/AGENCY CONSULTATION SITE RECORDING I MONITORING ❑ I SUB -SURFACE TESTING ® I DATA RECOVERY ❑ COMMENTS (see report narrative additional information) The quantity of artifacts within the subject property and data about known sites suggests the undertaking will impact cultural resources. Based on the fieldwork and archival documentation, unless the cultural resources can be avoided completely, further cultural resource studies should be undertaken on the subject property prior to the start of ground disturbing activities. These would include an appropriate sub -subsurface testing plan followed by a suitable level of data recovery based on a research design approved by the appropriate agency official. Form Completed By I David Stephen I Form Rev. 1/02 I Date 6/19/06 Ranch Vistoso Neighboor 3, Page 1 Archaeological Survey Of 520 Acres Within The Rancho Vistoso Neighboor 3 Project Near Oro Valley, Pima County, Arizona PAST No. 061793 Introduction. Personnel from P.A.S.T. conducted a 9 person -day, survey of the 520 Acres With The Rancho Vistoso Neighboor 3 property on March 6 - 23, 2006 located in Pima County near Oro Valley in anticipation of mixed residential and commercial development. The purpose of the project was to determine whether any significant cultural resources that might be adversely impacted by construction were present. The project sponsor (The WLB Group) initiated this study in accordance with municipal requirements. P.A.S.T. holds permit 2006-34bi issued under the Arizona Antiquities Act through the Arizona State Museum. Project Location and Ownership. The approximately 520-acre project area is located in the north western portion of the Tucson Basin (Figure 1). The project area is located on the Oro Valley United States Geological Survey 7.5' map. The location with respect to the Public Land Survey is within the primarily SW4 S29, SE4 S30, NW4 S31, E2 S32 T11S R14E G&SRB&M T11S R14E G&SRB&M. The UTM values for selected boundary points are shown on the map to provide the dimensions of the parcel. The boundary shown on the map is reasonably accurate given the limitations of a 1:24,000 scale map. It is based on data and maps provided by the client as well as field observations but it is not intended to represent the precise legal extent of the parcel. Unless otherwise noted, land ownership coincides with the parcel and survey boundary shown in Figure 1. The fieldwork was conducted on private lands. Maps Included In Report Figure 1 is a copy of a portion of the U.S.G.S. Oro Valley 7.5-minute topographic map that shows the project boundaries, archaeological sites within the project area, and all isolated artifacts and features found during the survey. Projects extending across multiple maps are so noted on page ii and in the lower left of Figure 1. Figure 2 is surface map of archaeological site AZ BB:9:410 (ASM). BACKGROUND TO STUDY AREA: Effective Environment. The study area is within the Basin and Range physiographic province at an approximate elevation of 2,766 feet. Project area vegetation is typical of the Arizona Upland subdivision of the Sonoran Desertscrub biotic province (Turner and Brown 1982) predominantly comprised of annual grasses, semi -shrubs, mesquite, creosote and bursage. P.A.S.T. Tucson, Arizona 85739-4265 USA Telephone 520.825.3536 Ranch Vistoso Neighboor 3, Page 2 .1 Oro Valley U.5.G.5. 7.5' MAP IT715 R14 0617931 504,tT00 505.000 506.000 507,000 tax e. f• I= i R 1� 505,409 M E, 3,589,873 M N Z12 � 29 I ' U DY AREA / •505,746 M E, 3 589,177 M N Z12BM I� 505,850 M E, 3,589,084 M N Z12 11 JIAZBl3:9:171(ASM)-daa 06,247 M E, 3,568,944 M N 212?trecoverycompleted- 7 � • •505 672 M E, 3,588,750 M N Z72 U' I _ BB 9:119 (ASM) - destroyed I�� I 1 / j AZ BB:9: +10 ( %SM) • 504,858 M E, 3,588,1142 M N Z12 o I i I I I i tr _0 504,56T M E 3,588 037 M N Z72 + _ +t ({ / m 505.126 M E 3 587,678 M N 212 504,858 M E, 3,588,042 M N Z12 t _ 270 �1.... - 1. ..: ! <ya�s. { 4yff 01 - �-- ---- _.mil___ ' {'• �.. 503.QD0 505.000 506:000 507.000 o , Mile 0 1000 '000 Feet 1927 tJorth Ametkin Datum: LMA grid zone 12 ""' j ? r� Gennated by NTopo7 twwH.igage_com) 0 0 5 Kilometer MAP compiled trom USGS Quads: Oro Valley. AZ d--� ••^�-•� i' f— I I i NZli P.A.S.T. NOTE: Due to the sensitivity or site locations, only sites within the project area are aepictea on the map Site locations as well as their geometric representation and extent are approximate. + = isolate P.A.S.T. Tucson, Arizona 85739-4265 USA Telephone 520.825.3536 Ranch Vistoso Neighboor 3, Page 3 Records Review. A review of the records of the Arizona State Museum (ASM), in anticipation of the survey revealed that the subject parcel had not undergone a complete archaeological survey or sufficient time has passed since an earlier study suggesting heretofore undiscovered cultural resources may have been subsequently exposed that would not have been documented by the initial field work. The ASM records, as well as the other archives indicated on the associated project form, revealed recorded cultural resources AZ BB:9:119 (ASM) and AZ BB:9:171 (ASM) on the inspected parcel. These sites were initially recorded by Craig and Wallace (1987). Previously recorded cultural resources within a 100-meter perimeter around the project boundary are noted since such resources may account for the presence of isolated non -site cultural entities found on the parcel. Recorded cultural resources within a 1.6-kilometer radius of the center of the project area are listed in Table A-2 and on the project summary form. Culture History. The antiquity laws apply to human cultural remains in excess of 50 years of age and require them to be assessed as to their potential for yielding important information. Consequently, sites and artifacts dating from the mid twentieth century and earlier must be evaluated. The historical period that commenced in roughly 1700 is comprised of the Spanish, Mexican and Anglo occupations with some researchers recognizing the protohistoric as a transitional culture from the earlier prehistoric occupations. The prehistoric peoples who lived in this region include the Hohokam, Archaic and Paleoindian cultures. The Hohokam (A.D. 450 - 1450). The Hohokam were a sedentary, agriculture -based people who produced both plain and decorated pottery, along with numerous other crafts of shell, stone and clay. They were skillful agriculturists who lived in houses built in shallow pits and constructed extensive irrigation canal systems. In some of the larger villages, they built ballcourts that probably served as focal points for ceremonial or recreational activities. Whether the Hohokam migrated into the region from Mexico or developed from indigenous Archaic populations is still hotly debated. The Hohokam cultural sequence was established in the 1930s based on the decorated pottery types unearthed at the Snaketown Site in the Phoenix Basin. Shortly thereafter, Isabel Kelly modified this chronology to fit the Tucson Basin sequence after her excavations at the Hodges Ruin in Tucson. Since that time, the continual acquisition of new archaeological data has brought about many refinements in the chronology. Archaic Era (7500 B.C. - A.D. 450). The Archaic era has traditionally been characterized by assemblages of chipped stone artifacts along with ground stone tools for processing plant materials, and a lack of ceramics. Recent research in the Tucson Basin and elsewhere has demonstrated the presence of pit house villages, agriculture and some ceramics in the Late Archaic. The shift from a hunting -based economy to a reliance on plant foraging and small -game hunting that characterized the Archaic sites was caused by the extinction of Pleistocene mammals favored by the Paleoindians. Paleo-Indian Era (ca. 10,000 - 7500 B.C.). Eleven thousand years ago, the climate in the Southwestern United States was considerably wetter and cooler than it is today, and much of the terrain consisted of lush grasslands that supported herds of mammoth, bison and other large grazing animals. Many of the earliest occupants of the area, P.A.S.T. Tucson, Arizona 85739-4265 USA Telephone 520.825.3536 Ranch Vistoso Neighboor 3, Page 4 known as Paleoindians, were hunters who subsisted on these large, late Pleistocene mammals. The belief that many of the Paleoindians were primarily big -game hunters is supported by the fact that most of the Paleo-Indian sites that have been excavated have been kill and butchering sites. The artifact assemblages from these sites are made up of projectile points and other stone tools suitable for skinning animals and cutting meat and bone. The earliest Paleo-Indian artifacts found in southern Arizona belong to the Clovis complex (9500-9000 B.C.), which is characterized by long, lanceolate, fluted Clovis points, along with other stone implements and bone artifacts. CULTURAL RESOURCES SURVEY: Survey Expectations. This project' study area was located in a portion of southern Arizona that is conducive to prehistoric and/or historical settlement. Therefore, it was considered a reasonable likelihood that prehistoric or historical sites would be found during the survey. Methods. The fieldwork consisted of intensive on -foot coverage of the property by our staff in order to identify and locate any cultural resources, historic or prehistoric, within the property boundaries. Field personnel (A. Lenhart & D. Stephen) were spaced approximately 20 meters apart and crossed the subject property in a series of contiguous corridors with any areas of extreme slope covered less intensively. Survey transects paralleled the longest dimension of the property except when prevented by the landform, vegetation density or hydrological features. Unless noted otherwise, the transect count is the quotient of the transect extent and parcel width. General conditions were excellent for conducting the fieldwork. Ground visibility was minimally affected by the presence of trees, shrubs, semi -shrubs, succulents and grasses. The original landform was mildly disturbed by modern alterations to the ground surface. Survey Results. As indicated below, the fieldwork revealed surface indications of archaeological resources on the property that meet the Arizona State Museum minimum standard for recording as an archaeological site and may be eligible for inclusion in the National Register of Historic Places. This site has been recorded at the Arizona State Museum with the archaeological site number designated below. A brief discussion of the resource is offered below. AZ 613:9:410 (ASM). An unrecorded prehistoric site meeting the ASM site definition standard was found at the southern tip of a large north -to -south running finger ridge. It is situated on an inset terrace located approximately halfway down the southern terminus of the slope. The alluvial soils on the site support vegetation not notably different from that described in the environment section of the report. The eastern portion of the site extends onto the Innovation Drive easement where a fence crosses the site which suggests the site may be located on both private land and public right- of-way. The site is comprised of lithic and sherd scatter that encompass a 16m (N/S) by 6m (E/W) area of dark, culturally stained soils. The assemblage consists of 40 plus chipped stone and sherd artifacts, representing at least 3 to 4 prehistoric vessels. The likelihood of depth to the deposits is high and discovering human remains in not unlikely. There is a reasonable expectation of sub -surface features at the site, such as P.A.S.T. Tucson, Arizona 85739-4265 USA Telephone 520.825.3536 Ranch Vistoso Neighboor 3, Page 5 pithouses or other features common to Hohokam sites of the region. Although smaller in size than AZ BB:9:171 that was located 400 meters to the north, which contained seven pithouses, two burials and other features, it also has the potential to yield important information beyond that which was obtained through the recording of the site. The location and characteristics of the site suggest it is associated with resource procurement. Because this site could yield further important information, PAST recommends further studies be conducted if it cannot be completely avoided and effectively preserved in place. The occurrence of isolated artifacts and artifacts below the threshold required for formal recording as a cultural resource are documented below, in Figure 1 or in Table A-1 as appropriate. These included a total of 5 isolated artifacts or non -site features and a scatter of about 15 plainware sherds. More recent cultural manifestations identified during the survey include dirt tracks, informal trails, roads, utility infrastructure, occupied buildings and a light scatter of trash. All appear to be modern in origin. AZ 1313:9:11? and 171 (ASM). The site map for AZ BB:9:1 19 locates the site further to the east than does AZSITE, within the easement of Oracle Road. Recent updates to the site card indicate that the site has been destroyed by road construction. The site could not be relocated during the current fieldwork. AZ BB:9:171 is located in an area where the around level is now about 8 feet lower than the aboriginal surface due to mass grading. However, prior to construction getting underway, SWCA conducted data recovery efforts on the site (Lyons & Ezzo 2004). Evaluation of Cultural Resources. Although archaeological and historical sites may qualify for formal recording under state standards, they generally are not considered significant unless they are eligible for listing in the Arizona or National Register of Historic Places. According to the current standards a property must possess sufficient integrity, significance and antiquity to be listed in the Register. In addition to being at least 50 years of age a resource must meet the criteria set forth below: The quality of significance in American or Arizona history, architecture, archaeology, and culture is present in districts, sites, buildings, structures, and objects that possess integrity of location, design, setting, materials, workmanship, feeling, and association, and: A) that are associated with events that have made a significant contribution to the broad patterns of our history; or B) that are associated with the lives of persons significant in our past; or C) that embody the distinctive characteristics of a type, period, or method of construction, or that represent the work of a master, or that possess high artistic values, or that represent a significant and distinguishable entity whose components may lack individual distinction; or D) that have yielded, or may be likely to yield, information important in prehistory or history (National Park Service 1986) P.A.S.T. Tucson, Arizona 85739-4265 USA Telephone 520.825.3536 Ranch Vistoso Neighboor 3, Page 6 Evaluation of Eligibility. Site AZ BB:9:410 (ASM) contains archaeological materials that could yield information important in prehistory, so is potentially significant under Criterion D listed above. None of the isolates are considered significant because no important information can be obtained from them. Evaluation of Effects of The Proposed Project. In light of the information compiled for this study, development of the inspected parcel will have a negative impact on site AZ BB:9:410 (ASM) unless the resource can be completely avoided and an acceptable and approved plan that assures either long- term preservation and/or suitable treatment for the resource is implemented. Recommendations. Based on the archival information, field methods and the observable surface indications further archaeological studies on this parcel appear to be warranted unless archaeological site AZ BB:9:410 (ASM) can be avoided completely. Effective resource avoidance would include developing and implementing an approved long-term preservation strategy. If AZ BB9:410 (ASM) cannot be avoided and assured adequate long-term preservation, PAST recommends that a site -specific treatment plan be formulated and implemented to establish the capacity of the site to yield important information, affirm the site is eligible for listing in the National or State Register and recover appropriate information through scientific studies. The plan could include consulting with professional archaeologists, establishing research goals including a scope of work, excavations, instrument mapping of the site, systematic collection of the artifacts, as well as their analysis, and a report synthesizing the known information about the site. There remains the possibility that ground -disturbing activities could reveal the presence of heretofore undiscovered cultural resources. If such materials are discovered construction activities should stop. Consultation should be initiated with the appropriate agency archaeologist or official, and if applicable under ARS §41-841 et seq. the Arizona State Museum, to assess the potential significance of any materials unearthed. Under State law (ARS 41-§865 & §41-844) if human skeletal remains or funerary objects are discovered on either public or private lands the Arizona State Museum should be contacted immediately. NOTE FOR ADOT INVOLVED PROJECTS: If previously unidentified cultural resources are encountered during activity related to the use of this source, the contractor shall stop work immediately at that location and shall take all reasonable steps to secure the preservation of those resources. The Engineer will contact the ADOT Environmental Planning Group, Historic Preservation Team at 602.712.8641 and make arrangements for the proper treatment of those resources. P.A.S.T. Tucson, Arizona 85739-4265 USA Telephone 520.825.3536 Ranch Vistoso Neighboor 3, Page 7 LITERATURE CITED Craig, D and H. Wallace 1987 Prehistoric Settlement in the Canada del Oro Valley, Arizona: The Rancho Vistoso Archaeological Survey. Institute for American Research Anthropological Papers 8. Tucson, Arizona. (ASM survey: 1986-220.asm) Ingalis, F 1909 GLO Surveyor's Maps and Notes for T11S R14E. On File, BLM Regional Office, Phoenix, Arizona. Lyon, J and J. Ezzo (eds) 2004 On the Banks of Big Wash. Archaeological Investigation at AZ BB:9:171 (ASM), Oro Valley, Arizona. SWCA Cultural Resource Report No. 04-273. SWCA Environmental Consultants, Tucson. National Park Service 1986 How to Apply the National Register Criteria for Evaluation. Department of the Interior. Copies available from Bulletin No. 16. National Register of Historic Places. Turner, R. and D. Brown 1982 Sonoran Desertscrub. In Biotic Communities of the American Southwest - United States and Mexico, edited by D. Brown, pp. 1 18-121. University of Arizona for Boyce Thompson Southwestern Arboretum, Superior, Arizona. P.A.S.T. Tucson, Arizona 85739-4265 USA Telephone 520.825.3536 Ranch Vistoso Neighboor 3, Page 8 APPENDIX A - REPORT TABLES Table A-1. Isolates Provenience (all UTM Zone 12) Total isolated artifacts: 20 1 Isolates per acre: <1 GPS Datum: NAD27 ® WGS84 O ISO # Eastinq Northing Kind Comments a 506163 3588833 PW Single sherd b 505522 3588039 PW Single sherd c 505253 3588046 PW Single sherd d 505356 3588519 PW Single sherd e 504599 3588216 PW Single sherd f 505145 3588482 PW & CS 15 sherds and lithics in 32 meter area h i k I m (Individual Artifacts: PW = PLAINWARE; DW = DECORATED; CS = CHIPPED STONE; GS = Ground STONE: FR = FAR; SH = SHELL; OR = OTHER) (Non -site entities: NSS = non -site artifact scatter, NSF = non -site feature Table A-2. Table of Recorded Sites Within 1.6 km Radius (all G&SRB&M) ASM Quad Site Numbers BB:5 123 B 6:9 1, 39, 45, 48, 52, 60, 63, 88, 99, 1 19, 120, 153, 155, 157, 161, 165, 169, 171, 172, 173, 187, 190, 194, 196, 207, 209, 210, 213, 216, 217, 218, 262, 263, 282, 283, 284, 285, 298, 319, 320, 332, 333, 337, 338, 339, 340, 341, 342, 352 Table A-3. Site Management Summary Table (all G&SRB&M) (only com leted when qreater than 3 sites are located ASM# Status T/R/Section Ownership Content/A e Eligible? Additional Work Recommended AZ BB:9:410 New 11S/14/S31 Private Hohokam Yes Avoid or Data Recovery AZ BB:9:119 Prior 11S/14/S32 Private Hohokam No Destroyed AZ BB:9:171 Prior 11S/14/S31 Private Hohokam No Excavated by SWCA P.A.S.T. Tucson, Arizona 85739-4265 USA Telephone 520. 825.3536 Ranch Vffj"ML Neighboor 3, Page 9 Figure 2. Map of Archaeological Site AZ BB:9:410 (ASM) OroZr" I r 50511190 E, 3,588,383 N A\ SCALE 1 :300 Line 5 0 5 10 15 METERS Innovation Drive Nt R N. Oro Valley Archaeological Records Check Form Date of Request: (rec'd) 05/11/06 Date Completed: 6/07/06 Request came in by: Mail X Phone ❑ Fax Email ❑ Requested by: Name and Title Shirley Gray Company Town of Oro Valley. Address 11000 N. La Canada Drive State and zip code Oro Valley, AZ 85737 Phone and Fax 520-229-4849 Project Name and/or Number Project Description Innovation Corporate Center East OV1206-14 Development Plan Location of Project Area: (General description such as street intersections) North of Tangerine Road between Innovation Park Drive and Oracle Road Legal Description: Portions of Section 31 and 32, T11S, R14E Results of Search Sites in Project Area? Unknown. Comments: In 1986 the Institute for American Research surveyed the property in question and found no archaeological sites. It is policy of the Arizona State Historic Preservation Office to resurvey such areas after 10 years. The Arizona State Museum concurs with that policy and recommends that the area be inspected by a professional archaeologist. A list of qualified archaeological contractors is available on our website at http://www.statemuseum.arizona.edu/profsvcs/permits/permittees.asp should the Twon require further investigation. i O i 2 O o C y Ulf 3NI1139NVJL 3 O n r- � m Li ' A O ❑ Z O I .f f I U L 1 2006 No. 475-4662346 INFORMATION The Title Insurance Commitment is a legal contract between you and the company. It is issued to show the basis on which we will issue a Title Insurance Policy to you. The Policy will insure you against certain risks to the land title, subject to the limitations shown in the Policy The Company will give you a sample of the Policy form, if you ask. The Commitment is based on the land title as of the Commitment Date. Any changes in the land title or the transaction may affect the Commitment and the Policy. The Commitment is subject to its Requirements, Exceptions and Conditions. THIS INFORMATION IS NOT PART OF THE TITLE INSURANCE COMMITMENT. First . ..ner can COMMITMENT FOR TITLE INSURANCE ISSUED BY First American Title Insurance Company TABLE OF CONTENTS AGREEMENT TO ISSUE POLICY ....................................................... on the following page COMMITMENT DATE ..................................................................Schedule A (Page 1) POLICIES TO BE ISSUED, AMOUNTS AND PROPOSED INSURED .............................. Schedule A (Page 1) INTEREST IN THE LAND............................................................. Schedule A (Exhibit A) DESCRIPTION OF THE LAND...........................................................on the following page EXCEPTIONS - PART ONE.............................................................. Schedule B (inside) EXCEPTIONS - PART TWO.............................................................. Schedule B (inside) REQUIREMENTS (Standard)............................................................... on the third page REQUIREMENTS (Continued)...........................................................Requirements (inside) CONDITIONS........................................................................... on the third page YOU SHOULD READ THE COMMITMENT VERY CAREFULLY Page 1 No. 4754662346 AGREEMENT TO ISSUE POLICY We agree to issue a policy to you according to the terms of this Commitment. When we show the policy amount and your name as the proposed insured in Schedule A, this Commitment becomes effective as of the date shown in Schedule A. If the Requirements shown in this Commitment have not been met within six Months after the Commitment Date, our obligation under this Commitment will end. Also, our obligation under this Commitment will end when the Policy is issued and then our obligation to you will be under the Policy. Our obligation under the Commitment is limited by the following: The Provisions in Schedule A The Requirements The Exceptions In Schedule B - Parts 1 and 2 The Conditions This Commitment is not valid without SCHEDULE A and Parts 1 and 2 of SCHEDULE B. SCHEDULE B - EXCEPTIONS Any Policy we issue will have the following exceptions unless they are taken care of to our satisfaction. Part One: 1. Taxes or assessments which are not shown as existing liens by the records of any taxing authority that levies taxes or assessments on real property or by the public records. Proceedings by a public agency which may result in taxes or assessments, or notices of such proceedings, whether or not shown by the records of such agency or by the public records. 2. Any facts, rights, interests or claims which are not shown by the public records but which could be ascertained by an inspection of the land or by making inquiry of persons in possession thereof. 3. Easements, liens or encumbrances, or claims thereof, which are not shown by the public records. 4. Discrepancies, conflicts in boundary lines, shortage in area, encroachments, or any other facts which a correct survey would disclose, and which are not shown by the public records. 5. (a) Unpatented mining claims; (b) reservations or exceptions in patents or in Acts authorizing the issuance thereof; (c) water rights, claims or title to water; whether or not the aforementioned matters excepted are shown by the public records. Any lien, or right to a lien, for services, labor or material heretofore or hereafter furnished, imposed by law and not shown by the public records. Part One of Schedule B will be eliminated from any A.L.T.A. Extended Coverage Policy, A.L.T.A. Plain Language Policy and policies with EAGLE Protection . added. However, the same or similar exception may be made in Schedule B of those policies in conformity with Schedule B, Part Two of this Commitment. Page 2 No. 4754662346 REQUIREMENTS (Standard) The following requirements must be met: (a) Pay the agreed amounts for the interest in the land and/or the mortgage to be insured. (b) Pay us the premiums, fees and charges for the policy. (c) Documents satisfactory to us creating the interest in the land and/or the mortgage to be insured must be signed, delivered and recorded. (d) You must tell us in writing the name of anyone not referred to in this commitment who will get interest in the land or who will make a loan on the land. We may then make additional requirements or exceptions. (Continued on Requirements Page) CONDITIONS DEFINITIONS (a) "Mortgage" means mortgage, deed of trust or other security instrument. (b) "Public Records" means title records that give constructive notice of matters affecting the title according to the state law where the land is located. 2. LATER DEFECTS The Exceptions in Schedule B may be amended to show any defects, liens or encumbrances that appear for the first time in the public records or are created or attached between the Commitment Date and the date on which all of the Requirements are met. We shall have no liability to you because of this amendment. 3. EXISTING DEFECTS If any defects, liens or encumbrances existing at Commitment Date are not shown in Schedule B, we may amend Schedule B to show them. If we do amend Schedule B to show these defects, liens or encumbrances, we shall be liable to you according to Paragraph 4 below unless you knew of this information and did not tell us about it in writing. 4. LIMITATION OF OUR LIABILITY Our only obligation is to issue to you the Policy referred to in this Commitment, when you have met its Requirements. If we have any liability to you for any loss you incur because of an error in this Commitment, our liability will be limited to your actual loss caused by your relying on this Commitment when you acted in good faith to: comply with the Requirements or eliminate with our written consent any Exceptions shown in Schedule B We shall not be liable for more than the Amount shown in Schedule A of this Commitment and our liability is subject to the terms of the Policy form to be issued to you. 5. CLAIMS MUST BE BASED ON THIS COMMITMENT Any claims, whether or not based on negligence, which you may have against us concerning the title to the land must be based on this Commitment and is subject to its terms Page 3 No. 475-4662346 aSS witEkfC, FirstAinerican ` 6 First American Title Insurance Company The First American Corporation PRIVACY POLICY We Are Committed to Safeguarding Customer Information In order to better serve your needs now and in the future, we may ask you to provide us with certain information. We understand that you may be concerned about what we will do with such information - particularly any personal or financial information. We agree that you have a right to know how we will utilize the personal information you provide to us. Therefore, together with our parent company, The First American Corporation, we have adopted this Privacy Policy to govern the use and handling of your personal information. Applicability This Privacy Policy governs our use of the information which you provide to us. It does not govern the manner in which we may use information we have obtained from any other source, such as information obtained from public records or from another person or entity. First American has also adopted broader guidelines that govern our use of personal information regardless of its source. First American calls these guidelines its Fair Information Values, a copy of which can be found on our web site at www.firstam.com. Types of Information Depending upon which of our services you are utilizing, the types of nonpublic personal information that we may collect include: Information we receive from you on applications, forms and in other communications to us, whether in writing, in person, by telephone or any other means; Information about your transactions with us, our affiliated companies, or others; and Information we receive from a consumer reporting agency. Use of Information We request information from you for our own legitimate business purposes and not for the benefit of any nonaffiliated party. Therefore, we will not release your information to nonaffiliated parties except: (1) as necessary for us to provide the product or service you have requested of us; or (2) as permitted by law. We may, however, store such information indefinitely, including the period after which any customer relationship has ceased. Such information may be used for any internal purpose, such as quality control efforts or customer analysis. We may also provide all of the types of nonpublic personal information listed above to one or more of our affiliated companies. Such affiliated companies include financial services providers, such as title insurers, property and casualty insurers, and trust and investment advisory companies, or companies involved in real estate services, such as appraisal companies, home warranty companies, and escrow companies. Furthermore, we may also provide all information we collect, as described above, to companies that perform marketing services on our behalf, on behalf of our affiliated companies, or to other financial institutions with whom we or our affiliated companies have joint marketing agreements. Former Customers Even if you are no longer our customer, our Privacy Policy will continue to apply. Confidentiality and Security We will use our best efforts to ensure that no unauthorized parties have access to any of your information. We restrict access to nonpublic personal information about you to those individuals and entities who need to know that information to provide products and services to you. We will use our best efforts to train and oversee our employees and agents to ensure that your information will be handled responsibly and in accordance with this Privacy Policy and First American's Fair Information Values. We currently maintain physical, electronic, and procedural safeguards that comply with federal regulations to guard your nonpublic personal information. c2001 The First American Corporation - All Rights Reserved Page 4 No. 475-4662346 First American Title Insurance Company SCHEDULE A ESCROW/CLOSING INQUIRIES should be directed to your Escrow Officer: Janice Saunders at (520)615-4231 Effective Date: March 15, 2006 at 7:30 a.m. 1. Policy or (Policies) to be issued:. ALTA 1992 Owner's Policy for $4,129,488.00 Proposed Insured: NCH Corporation, an Arizona Corporation 2. The estate or interest in the land described or referred to in this commitment and covered herein is fee simple and title thereto is at the effective date hereof vested in: VWVI/Vistoso Investment LLC, an Arizona Limited Liability Company, by Deed recorded June 27, 2005 in Docket 12582, Page 6049 and amended by Affidavit recorded August 16, 2005 in Docket 12647, Page 2182. 3. Title to the estate or interest in the land upon issuance of the policy shall be vested in: NCH Corporation, an Arizona Corporation 4. The land referred to in this Commitment is located in Pima County, AZ and is described as: SEE EXHIBIT "A " ATTACHED HEREIN Title officer: David Riley @ 520-615-4251. Pages 1 through 4 of this document consist of the Title Insurance Commitment contract and our Privacy Policy. Page 5 No. 475-4662346 EXHIBIT "A" RANCHO VISTOSO NEIGHBORHOOD 3 PHASE 2 EAST OF INNOVATION PARK DRIVE Those portions of Sections 31 and 32, and a portion of Lot 8 of Block Plat Neighborhood 3, Phase 1, Lot 2 and Lots 4 through 8, recorded in Book 54, Maps and Plats, Page 36, all within Township 11 South, Range 14 East, Gila and Salt River Meridian, Pima County, Arizona, described as follows: COMMENCING at the Northeast corner of said Section 31; THENCE S 00°00'20" W, along the East line of said Section 31 a distance of 1,534.64 feet; THENCE N 89-59-40" W, a distance of 197.24 feet to a point on the Easterly right-of-way line of Innovation Park Drive as recorded in Book 56, Maps and Plats, Page 65, being the POINT OF BEGINNING; THENCE S 49-36'11" E, 34.63 feet to a point of curvature of a tangent curve concave to the Southwest; - THENCE Southeasterly along the arc of said tangent curve to the right, having a radius of 445.00 feet, a central angle of 29°24'45", for an arc distance of 228.44 feet to a point of tangency; THENCE S 20011'27" E, 56.68 feet to a point of curvature of a tangent curve concave to the Northeast; THENCE Southerly along the arc of said tangent curve to the left, having a radius of 455.00 feet, a central angle of 12"35'03", for an arc distance of 99.93 feet to a point of tangency; THENCE S 32°46'30" E, 174.61 feet to a point of curvature of a tangent curve concave to the Northeast; THENCE Southeasterly along the arc of said tangent curve to the left, having a radius of 5.00 feet, a central angle of 38°59'47", for an arc distance of 3.40 feet to a point of tangency; THENCE S 71-46'17" E, 63.51 feet to a point of curvature of a tangent curve concave to the Southwest; THENCE Southeasterly along the arc of said tangent curve to the right, having a radius of 345.00 feet, a central angle of 84°38'00", for an arc distance of 509.61 feet to a point of a reverse curve; THENCE Southeasterly along the arc of said reverse curve to the left, having a radius of 175.00 feet, a central angle of 105°26'29", for an arc distance of 322.05 feet to a point of tangency; THENCE N 87025'14" E, 97.73 feet to a point of curvature of a tangent curve concave to the Page 6 No. 4754662346 West; THENCE Southerly along the arc of said tangent curve to the right, having a radius of 175.00 feet, a central angle of 121 °30'40", for an arc distance of 371.13 feet to a point of a reverse curve; THENCE Southeasterly along the arc of said reverse curve to the 16ft, having a radius of 125.00 feet, a central angle of 72°57'51 ", for an. arc distance of 159.18 feet to a point of tangency; THENCE S 44-01'57" E, 113.70 feet to a point of curvature of a tangent curve concave to the West; THENCE Southerly along the arc of said tangent curve to the right, having a radius of 125.00 feet, a centralangle of 42°20'44", for an are distance of 92.38 feet to a point of tangency; THENCE S 01-41'13" E, 426.37 feet to a point of curvature of a tangent curve concave to the West; THENCE Southerly along the arc of said tangent curve to the right, having a radius of 245.00 feet, 'a central angle of 38159'16", for an are distance of 166.71 feet to a point of tangency; THENCE S 37° 18'03" W, 75.23 feet to a point on the North line of a parcel conveyed to Pima County, recorded in Docket 7786, Page 966; THENCE Southwesterly along said line and the are of a non -tangent curve to the right, having a radius of 1377.89 feet, a central angle of 5'18'07", a radial line through said point bears S 14°08'46" E, for an are distance of 127.51 feet to a point of non -tangent curve; said point being on the North right-of-way line of Tangerine Road recorded in Docket 9240, Page 322; THENCE Southwesterly along said right-of-way line and the arc of said non -tangent curve to the right, having a radius of 1933.48 feet, a central angle of 4°48'25", a radial line through said point bears S 04°18'31" E, for an arc distance of 162.21 feet; THENCE N 89030'06" W, along said right-of-way line a distance of 100.00 feet; THENCE N 81 °55'32" W, along said right-of-way line a distance of 1197.90 feet to a point of curvature of a tangent curve concave to the Northeast, on the Easterly right-of-way line of Innovation Park Drive recorded In Book 54 of Maps and Plats, Page 36; THENCE Northwesterly along said right-of-way line and the arc of said tangent curve to the ' right, having a radius of 40.00 feet, a central angle of 85°07'26", for an are distance of 59.43 feet to a point of tangency; THENCE N 03-11-54" E, along said right-of-way line 116.58 feet to a point of curvature of a tangent curve concave to the West; THENCE Northwesterly along the arc of said tangent curve to the left, having a radius of 1675.00 feet, a central angle of 21 °41'54", for an arc distance of 634.33 feet to a point of tangency; Page 7 No. 475-4662346 THENCE N 18030'00" W, 307.10 feet to a point of curvature of a tangent curve concave to the East; THENCE Northerly along the arc of said tangent curve to the right, having a radius of 600.00 feet, a central angle of 65°45'00", for an arc distance of 688.53 feet to a point of tangency; THENCE N 47° 15'00" E, 615.18 feet to a point of curvature of a tangent curve concave to the Northwest; THENCE Northeasterly along the arc of said tangent curve to the left, having a radius of 575.00 feet, a central angle of 11'20'31 ", for an arc distance of 113.82 feet to the POINT OF BEGINNING. Page 8 No. 475-4662346 First American Title Insurance Company SCHEDULE B PART TWO: 1. Taxes for the full year of 2005. (The first half is due October 1, 2005 and is delinquent November 1, 2005. The second half is due March 1, 2006 and is delinquent May 1, 2006.) 2. Any charge upon said land by reason of its inclusion in Vistoso Community Association, an Arizona non-profit corporation. (All assessments due and payable are paid.) 3. Reservations contained in the Patent from the United States of America, reading as follows: Subject to any vested and accrued water rights for mining, agricultural, manufacturing, or other purposes, and rights to ditches and reservoirs used in connection with such water rights as may be recognized and acknowledged by the local customs, laws and decisions of courts; and there is reserved from the lands hereby granted, a right of way thereon for ditches or canals constructed by the authority of the United States of America. Excepting and reserving, to the United States, all the coal and other minerals, together with the right to prospect for, mine and remove the same pursuant to the provisions and limitations of the Act of December 29, 1916, (39 Stat., 862). Reservations contained in the Patent from the State of Arizona, reading as follows: Patent is issued subject existing reservations, easements or rights of way heretofore legally obtained and now in full force and effect. 4. Water rights, claims or title to water, whether or not shown by the public records. 5. Covenants, conditions and restrictions in the document recorded as Docket 8021, Page 925, Docket 8327, Page 2058, Docket 8629, Page 576 and in Docket 10037, Page 1540 and Docket 11565, Page 1377, Tract Declaration in Docket 12640, Page 5063 of Official Records, but deleting any covenant, condition or restriction indicating a preference, limitation or discrimination based on race, color, religion, sex, handicap, familial status, or national origin, to the extent such covenants; conditions or restrictions violate Title 42, Section 3604(c), of the,United States Codes. Page 9 No. 475-4662346 6. Covenants, conditions and restrictions in the document recorded as Docket 11983, Page 1139 of Official Records, but deleting any covenant, condition or restriction indicating a preference, limitation or discrimination based on race, color, religion, sex, handicap, familial status, or national origin, to the extent such covenants, conditions or restrictions violate Title 42, Section 3604(c), of the United States Codes. 7. Slope easement along the Northwesterly line and 20 feet public drainage easement and an open space area along the Northeasterly line of subject property and restrictions, conditions in the General Notes and Dedication as set forth on the plat recorded in Book 54 of Maps, Page 36. 8. An easement for water lines and facilities and incidental purposes, recorded as Docket 9065, Page 993 of Official Records. 9. Release of Abutter's Rights of Access as set forth in instrument recorded in Docket 9240, Page 322. 10. An easement for slope and maintenance and incidental purposes, recorded as Docket 9240, Page 331 of Official Records. 11. An easement for utilities and incidental purposes, recorded as Docket 9240, Page 336 of Official Records. 12. An easement for electric and communication lines and facilities and incidental purposes, recorded as Docket 12356, Page 701 of Official Records. ( Affects in the Southwesterly corner of subject property) 13. An easement for Sign and Monument Wall and incidental purposes, recorded as Docket 12582, Page 6069 and re -recorded as Docket 12617, Page 2199 of Official Records. 14. A Grading and Drainage Easement Declaration recorded as Docket 12582, Page 6057 and re -recorded as Docket 12617, Page 2186 of Official Records. 15. The following matters disclosed by an ALTA/ACSM survey made by Jack A. Buchanan on June 23, 2005, designated Job No. 185050-A-003: 1. Constructed Drainageways as show thereon. 2. Sign Wall in the Southeast corner of subject property. End of Schedule B Page 10 First American Title Insurance Company REQUIREMENTS: No. 475-4662346 1. Compliance with A.R.S. 11-480 relative to all documents to be recorded in connection herewith. See note at end of this section for details. 2. Pay all of 2005 taxes. NOTE: Taxes are assessed in the total amount of $37.87 for the year 2005 under Assessor's Parcel No. 219-20-052K (All Paid) (With other Property). NOTE: Taxes are assessed in the total amount of $12.49 for the year 2005 under Assessor's Parcel No. 219-20-811A (All Paid). NOTE: Taxes are assessed in the total amount of $12.69 for the year 2005 under Assessor's Parcel No. 219-20-811 C (All Paid). NOTE: Taxes are assessed in the total amount of $12.69 for the year 2005 under Assessor's Parcel No. 219-20-811D (All Paid). NOTE: Taxes are assessed in the total amount of $12.69 for the year 2005 under Assessor's Parcel No. 219-20-8180 (With other Property). NOTE: Taxes are assessed in the total amount of $12.69 for the year 2005 under Assessor's Parcel No. 223-02-021A (All Paid). 3. Furnish proper legal description of the land to be insured. 4. Approval by all parties to this transaction of the description used herein. 5. Record full release and reconveyance of a Deed of Trust securing an original indebtedness in the amount of $6,900,000.00, recorded June 27, 2005 as Docket 12582, Page 6076 of Official Records. Dated: June 23, 2005 Trustor: VW'Wistoso Investment LLC, an Arizona Limited Liability Company Trustee: Commercial Federal Bank, a Federal Saving Bank Beneficiary: Commercial Federal Bank, a Federal Saving Bank Page 11 No. 475-4662346 6. Furnish any amendments to the Articles of Organization filed with the Arizona Corporation Commission, any amendments to the Operating Agreement or changes in membership subsequent to September 16, 2005, relating to VWWistoso Investment LLC, a(n) Arizona limited liability company. 7. Record Warranty Deed from VWI/Vistoso Investment LLC, an Arizona Limited Liability Company to NCH Corporation, an Arizona Corporation. NOTE: According to documentation furnished to the Company Venture West, Inc.; an Arizona corporation $ as manager is authorized to sign on behalf of VWI/Vistoso Investment LLC, an Arizona Limited Liability Company. NOTE: In connection with Arizona Revised Statutes 11-480, as of January 1, 1991, the County Recorder may not accept documents for recording that do not comply with the following: a. Print must be ten -point type or larger. b. A margin of two inches at the top of the first page for recording and return address information and margins of one-half inch along other borders of every page. C. Each instrument shall be no larger than 8-1/2 inches in width and 14 inches in length. 8. Return to title department for final recheck before recording. DISCLOSURE NOTE: In the event any Affidavit required pursuant to A.R.S. § 33-422 has been, or will be, recorded pertaining to the land, such Affidavit is not reflected in this Commitment nor will it be shown in any policy to be issued in connection with this Commitment. End of Requirements Page 12 Gv t Z-o 6 - I �{ MINUTES ORO VALLEY TOWN COUNCIL REGULAR SESSION December 20, 2006 ORO VALLEY COUNCIL CHAMBERS 11000 N. LA CANADA DRIVE REGULAR SESSION AT OR AFTER 6:00 PM ROLL CALL PRESENT: Paul Loomis, Mayor Terry Parish., Vice Mayor Paula Abbott, Council Member K.C. Carter, Council Member Helen Dankwerth, Council Member Barry Gillaspie, Council Member Al Kunisch, Council Member EXECUTIVE SESSION AT OR AFTER 6:00 PM MOTION: Council Member Dankwerth MOVED to go into Executive Session at 6:01 p.m. Motion Seconded by Council Member Kunisch. Mayor Loomis announced that in addition to the Town Manager, Town Attorney, and Town Clerk, Town Engineer Craig Civalier and Planning and Zoning Director Sarah More would attend the Executive Session. Motion carried, 5 - 0. (Vice Mayor Parish participated by telephone for a portion of the Executive Session. Council Member Abbott arrived at 6:05 p.m.) MOTION: Vice Mayor Parish MOVED to adjourn the Executive Session at 6:25 p.m. Motion carried, 7 - 0. RESUME REGULAR SESSION AT OR AFTER 7:00 P.M. CALL TO ORDER ROLL CALL PRESENT: Paul Loomis, Mayor Terry Parish, Vice Mayor Paula Abbott, Council Member K.C. Carter, Council Member Helen Dankwerth, Council Member Barry Gillaspie, Council Member Al Kunisch, Council Member 12/20/06 Minutes, Council Regular Session 2 PLEDGE OF ALLEGIANCE Mayor Loomis led the audience in the Pledge of Allegiance. UPCOMING MEETING ANNOUNCEMENTS - TOWN MANAGER Town Manager David Andrews reviewed the upcoming meetings and events. COUNCIL REPORTS Vice Mayor Parish announced that the Oro Valley Hiking Club hiked Madera Canyon. He stated that this service was available to all citizens through the Parks and Recreation Department. DEPARTMENT REPORTS Town Clerk Kathryn Cuvelier reported that the new Granicus system will be going live on January 17th which will help provide audio streaming of the meetings and create minutes. Audio version of the meetings will be on line for one year after meeting for public review. TOWN MANAGER'S REPORT No report. ORDER OF BUSINESS: MAYOR WILL REVIEW THE ORDER OF THE MEETING CALL TO AUDIENCE Richard Tracey-10674 N Sand Canyon Place- Spoke regarding implementation of Utility Sales Tax. He stated that he would like to see Council support of this item for funding of needed positions i.e. police officers, etc. PRESENTATIONS Citizens Planning Institute Graduation Sarah More presented the graduating class of the 2006 Citizens Planning Institute. Mayor Loomis then presented Certificates of Completion to the following: Barb Alrick, Keith Alrick, Bill Austin, Bob Baughman, Dave Bickley, Don Bristow, Alan Caine, John Cahill, Liz Calhoon, Beverly Dulaney, James Dunn, Tracey Gransie, James Goebel, Catherine Hendrix, Salette Latas, John Mitchell, Betty Morley, Susannah Myerson, Pam O'Donnell, Steve Olson, Dennis Ottley, Kathy Pastryk, David Powell, Vince Roberts, Dean Strandskov, Michael 12/20/06 Minutes, Council Regular Session Schoeppach, Susan Schoeppach, Elizabeth Shapiro, Ray Shelton, Shelley Solomon, Winston Tustison, Phil Wheeler, Mike Zinkin. 1. CONSENT AGENDA MOTION: A MOTION was made by Council Member Dankwerth and Seconded by Council Member Al Kunisch to approve the Consent Agenda with the exception of Items D, E, G, and I. MOTION carried, 7-0. A. Minutes-10-04-06; 11-01-06; 11-20-06 B. Building Codes Activity Report.- November 2006 C. Coyote Run Monthly Report - November 2006 D. Economic Development Division Monthly Report - November 2006 (PULLED FOR DISCUSSION) In response to a question from Council Member Gillaspie, Economic Development Administrator David Welsh highlighted the first regular monthly report regarding: Business Retention -Navigator launching in January 2007 - first step in "Buy Oro Valley" campaign; Business Recruitment; Project Management; and Public/Partner Relations. He also reviewed Neighborhood #3 - Venture West and TREO Economic Blueprint Steering Committee. He stated that they are currently working on the Community Economic Development Strategy (CEDS) and will be presenting this to Council in the next few months. MOTION: A MOTION was made by Vice Mayor Terry Parish and Seconded by Council Member Helen Dankwerth to accept the Economic Development Division Monthly Report for November 2006. MOTION carried,.7-0. E. Authorization and approval of the prioritized list of Drainage Capitol Improvement Projects to the Pima County Regional Flood Control District including possible submission for the 2008 Pima County Bond Election (PULLED FOR DISCUSSION) Town Engineer Craig Civalier stated that there are drainage problems in the Town and staff is proposing submittal to Pima County for funding. Council Member Gillaspie stated that citizens have expressed concerns regarding this issue. Public Comment - Larry Lamey-1270 W Linda Vista Blvd. Has had flooding in his front yard. Linda Vista can't handle drainage and he has personally tried to correct the problems. Many homes in the area affected by the drainage problems and corrective measures are needed. He stated that he hoped that Council will move forward on the project. Ben Baker-1231 W Linda Vista -Spoke with Council Member Gillaspie and told 12/20/06 Minutes, Council Regular Session 4 him that the Town made a decision many years ago to run the water down the road. The water now runs into the neighbors' yards. Something needs to be done to fix the problem. MOTION: A motion was made by Council Member Barry Gillaspie and Seconded by Council Member Paula Abbott to approve Item E with the exception of Item 3 in that the Town shall work with the affected property owners and that the Project Design Concepts be returned to the Council prior to the expenditure for the improvement being made. MOTION carried, 7-0. F. Approval of Roadway & Safety Projects for 2008 Pima County Bond Issue G. Resolution No. (R)06-102 Acceptance of the Management Study of the Building Permit Process and Approval of the Implementation Plan (PULLED FOR DISCUSSION) In response to questions from Council Member Gillaspie regarding the proposed Building Safety Implementation Plan, Town Manager David Andrews explained that the Plan started about a year ago due to complaints received. The Consultant made suggestions and staff is now asking that Council approve the Implementation Plan. The fiscal impact to the current fiscal year would be approximately $160,000 and he recommended funding this from the General Fund Contingency. Next year's budget impact would be the cost of hiring a Senior Plans Examiner in the amount of $76,000 (includes benefits, etc.) Building Safety Director Susanne Smith stated that approximately $400,000 was spent this last fiscal year for outside Plan Consultants. We currently have only one Plans Examiner on staff and there is a large amount of commercial activity coming forward. They also want to improve services. Permits Plus improvements and wireless technology will cost $13,000 per year to operate and maintain software and she will budget for this during the next Budget process. MOTION: A motion was made by Vice Mayor Terry Parish and Seconded by Council Member K.C. Carter to adopt Resolution (R)06-102, approving and authorizing the implementation plan up and to the 2006/07 Budget suggestions for the Building Safety Division, which includes the supplemental budget allocation from the Reserves for the recurring costs for 2006/07. The Town Manager shall decide how to pay for the rest of the costs in the next budget. MOTION carried, 7-0. H. Resolution No. (R)06-103 Adopting the Town of Oro Valley Drug Free Workplace Federal Transit Administration (FTA) Drug/Alcohol Policy I. Resolution No. (R)06-104 Authorizing the Town of Oro Valley to enter into an Intergovernmental Agreement with the State of Arizona, Department of Transportation for the design and construction of Multi- Use Path and three Pedestrian Bridges along the Canada Del Oro Wash between La Canada 12/20/06 Minutes, Council Regular Session 5 Drive and First Avenue (PULLED FOR DISCUSSION) In response to questions from Council Member Dankwerth regarding the need for 3 pedestrian bridges, Town Engineer Craig Civalier explained that there are three sidewalks to cross. H_ a does not want citizens to have to go into washes. He explained that this is a safety measure and part of the overall plan for the multi- use path/trail. MOTION: A motion was' made by Council Member Helen Dankwerth and seconded by Vice Mayor Terry Parish to authorize the Town to enter into an Intergovernmental Agreement with the Arizona Department of Transportation for the design and construction of a Multi -Use Path and three Pedestrian Bridges along the Canada Del Oro Wash between La Canada Drive and First Avenue. MOTION carried, 7-0. J. OV12-86-09E Approval of street name change for Fairfield Pusch Ridge La Reserve and Pusch Ridge subdivisions, from Pusch Wilderness Drive to Ponticello Boulevard K. OV12-04-20A Approval of a final plat for Vistoso Commerce Plaza, consisting of 57,825 square feet of condominium office/commercial uses; located along Vistoso Commerce Loop, just west of Oracle Road; Parcel # 223-02-016F L. Project No. OV24-06-01 RW Reject all Bids for the Painted Sky Elementary School Reclaimed Water Line and Pump Station 2. PUBLIC HEARING- APPROVAL OF AN APPLICATION FOR A SERIES 07 (BAR & WINE BAR) LIQUOR LICENSE FOR MICHELANGELO RISTORANTE ITALIANO LOCATED AT 420 W MAGEE ROAD Mayor Loomis opened the public hearing. There being no speakers, the public hearing was closed. MOTION: A motion was made by Council Member Al Kunisch and Seconded by Council Member Helen Dankwerth to recommend approval of the request by Giuseppe Ali and principal for a Person and Location Transfer to the Arizona State Liquor Board for a Series 07 Liquor License at Michelangelo Ristorante Italiano located at 420 W. Magee Road. MOTION carried, 7-0. 3. PUBLIC HEARING- APPROVAL OF AN APPLICATION FOR A SERIES 14 (CLUB - PRIVATE) LIQUOR LICENSE FOR ORO VALLEY COUNTRY CLUB LOCATED AT 300 W. GREENOCK DRIVE Mayor Loomis opened the public hearing. There being no speakers, the public hearing was closed. 12/20/06 Minutes, Council Regular Session 6 MOTION: A motion was made by Vice Mayor Terry Parish and Seconded by Council Member Barry Gillaspie to recommend approval of the issuance of a Series 14 Liquor License to the Arizona State Liquor Board for Jeffery Sindelar and principals at Oro Valley Country Club located at 300 W. Greenock Drive. MOTION carried, 7-0. 4. PUBLIC HEARING -ORDINANCE NO. (0)06-24 AMENDING CHAPTER 13, SECTION 13-44A OF THE CODE THE TOWN OF ORO VALLEY PERTAINING TO TOWN -WIDE ROADWAY DEVELOPMENT IMPACT FEE 1 Town Engineer Craig.Civalier reviewed the schedule for the adoption of the Development Impact Fee and recommended adoption with the new rate effective March 20, 2007. The increase would be $3375 (from $2920) and approval of the Ordinance would also adopt a special benefit area for large annexations. He further explained that adoption would make provide for an automatic adjustment in March if cost index has increased. Curtis Lueck, consultant, explained that adoption of the impact fee would cover the special benefit area unless the Council desired to have a different calculation. Mayor Loomis opened the public hearing. There being no speakers the public hearing was closed. MOTION: A motion was made by Council Member Helen Dankwerth and Seconded by Council Member Paula Abbott to adopt Ordinance (0)06-24 authorizing the increase to the Oro Valley Town -Wide Roadway Development Impact Fee. (The revised fee to be effective ninety (90) days after adoption of the Ordinance.) MOTION carried, 7-0. Mayor Loomis recessed the meeting at 7:57 p.m. The meeting resumed at 8:02 p. M. 5. PUBLIC HEARING - ORDINANCE (0)06-25 OV3-06-03, ADOPTING AN ORDINANCE TO EXEMPT RANCHO VISTOSO NEIGHBORHOOD 4 FROM THE RANCHO VISTOSO PLANNED AREA DEVELOPMENT (PAD) SIGN REQUIREMENTS AND TO BE REGULATED UNDER THE ORO VALLEY ZONING CODE REVISED, CHAPTER 281 SIGNS PARCEL NUMBERS 21920052M, 22004006F, AND 22004008R Mary Beth Savel, Lewis and Roca, representing applicant Vestar, explained that they are requesting an exemption from the Rancho Vistoso Planned Area Development (PAD) Sign System Guidelines in order to use the Oro Valley Zoning Code Design Guidelines. She explained that the Rancho Vistoso PAD guidelines are designed -to be used for smaller centers whereas the Oro Valley Sign Program provides more opportunities for signage more particularly suited to 12/20/06 Minutes, Council Regular Session 7 large shopping centers. She stated that the Development Review Board (DRB) voted to approve PAD exemption. Sarah More presented the staff report explaining that approval of this item allows the consideration of a Master Sign Program (addressed in Item 6.) Mayor Loomis opened the public hearing. Ron Craig, 2206 E Sahuarita Wash Way -Urged the Council to not impose restrictive sign guidelines that would keep businesses from coming in to the Town, i.e. Best Buy signage. He suggested that the guidelines be flexible as the Oro Valley Marketplace will be a wonderful development for the Town's citizens and a boost to the tax base. Lyra Done, 1554 W Carmel Point Drive- Urged everyone to continue to support the project and to work this out and get the project out of the ground. Bill Adler, 10720 N Eagle Eye place- Stated that Rancho Vistoso PAD sign code anticipated a regional shopping center. Major differences revolve around quality not unique signage. He was supportive of Rancho Vistoso PAD sign guidelines. Mayor Loomis closed the public hearing. MOTION: A motion was made by Vice Mayor Terry Parish and Seconded by Council Member Helen Dankwerth to adopt Ordinance (0)06-25. MOTION carried, 5-2 with Council Member Carter and Council Member Abbott opposed. 6. OV3-06-02 REQUEST FOR APPROVAL OF A MASTER SIGN PROGRAM INVOLVING A 114 ACRE SHOPPING CENTER KNOWN AS THE ORO VALLEY MARKETPLACE, LOCATED WITHIN RANCHO VISTOSO NEIGHBORHOOD 4 AT THE SOUTHWEST CORNER OF THE TANGERINE AND ORACLE ROADS INTERSECTION, PARCEL NUMBERS 21920052M, 22004006F, AND 22004008R David Malin, Vestar Development, presented the status of the Oro Valley Marketplace development and project schedule. He explained that they will be starting the tree salvage program in January and will hold a formal ground- breaking in March with the Center opening in September 2008 or sooner if possible. He then reviewed the site plan for the center and explained that the fronts of the buildings do not face the roads; therefore, signage is extremely important to the businesses that will be coming to this development. Paul Blyer, Sign Consultant, reviewed the requested Comprehensive Master Sign Program, the entry -way feature that would serve as an identification sign to the site, mitigation efforts for lighting, elements of architecture, pedestrian and vehicular signage, site directories, building sign criteria, types of signage and 12/20/06 Minutes, Council Regular Session 8 colors. He then reviewed the "Best Buy" signage and explained that the DRB recommended that the "Best Buy" blue wedge background be part of the Sign Package and not part of the building package. In order to make a concession for the blue wedge, Mr. Blyer recommended that the sign be back lit. He also presented three different sign sizes for Council's consideration. In response to questions from the Council, Mr. Blyer stated that he expected no lighting on the back side of the theater because of the terrain. He further reviewed the site plan, distances from the road and Catalina State Park, etc. Sarah More, Planning and Zoning Director, reviewed the staff report highlighting existing conditions with regard to setbacks, landscape buffering, entryway and freestanding signage, wall signs and the "Best Buy" blue -wedge signage. She explained that this project is unique due to the positioning of the site along Oracle Road. She then reviewed Exhibit "A" as revised. She summarized that this application has been through intense staff and DRB review and brings about a balance. DRB and staff recommend approval. In response to Council Member Dankwerth's question regarding whether the Best Buy base's blue paint could be eliminated, Mr. Malin stated that he has never seen the wedge without it being painted blue in its entirety. He stated that it would be a big concession for Best Buy. Mr. Blyer reviewed the concessions as already agreed to by "Best Buy" and explained that they feel that the blue color under the canopy identifies their business to pedestrian traffic. Mayor Loomis recessed the meeting at 9:28 p.m. Meeting resumed at 9:37 p.m. Mayor Loomis opened the floor for public comment. Ron Craig, 2206 E. Sahuarita Wash Way stated that Vestar has been very accommodating and this will be one of the most beautiful developments in southern Arizona. He stated that asking a major store to change their signage is not a good thing and Best Buy will be a major contributor. Robyn Gerard, 37754 S. Boulder Wind Drive, Saddlebrooke, stated that residents can't wait to spend money at the Oro. Valley Marketplace. She asked that the Council approve this item. Dick Johnson, 10151 N Inverarry, stated that as we annex additional shopping areas, we will face signage issues. Signage seems to prevent retailers from coming into Oro Valley and we now need to ensure that Vestar comes into the Town. He urged Council to look at "color" issues and focus on the end result and look at what Vestar has done with the sign package. Diane Kelly, 684 E Bridal Veil Falls, stated that the design of Oro 12/20/06 Minutes, Council Regular Session Valley Marketplace will directly impact her home. She urged Council to keep the special character of Oro Valley. Kathy Pastryk, 11650 N. Europia Place, stated that she is critical of Vestar's sign package. She questioned the multi -color use at the entry way. She stated that the function of the signs can communicate with dignity without being obtrusive. She would like to see fewer colors, limit use of bright colors and stated that Oracle and Tangerine are endowed with stunning scenery and should be kept that way. Bill Adler, 10720 N. Eagle Eye Place, stated that signage goes beyond variety and needs to be in good taste. It should be a pleasant experience and we need to use better judgment that that of a "strip mall". He stated that the Master Sign Program that is used should be in good taste. This one is not consistent in font, illumination and color. John Musolf, 13716 N. Garland Cliff Drive, expressed concerns about "concessions" that were being offered, and stated that they were not concessions. He stated that the Council should be in control of the sign package not the developer or "Best Buy". Gary Rieman, 1848 E Terrestrial Place, commented that it was unclear whether the building's sign lighting would be turned off at 11:00 p.m. and expressed concerns about lighting in the development. Mayor Loomis closed the floor for public comment. In response to questions from Council, Mr. Blyer stated that the Master Sign Package incorporates the Town's Code enforcement and signs must be turned of one hour after close of business. He also stated that all sign types not specifically modified fall back to Zoning Code guidelines. He also stated that the CC&Rs do not restrict hours of operation. Mr. Blyer further explained that the color and graphics represent particular stores and are important to the corporate world. He also reviewed color issues with regards to trademark and explained there are controls within their criteria that regulate size, etc. MOTION: A motion was made by Vice Mayor Terry Parish and Seconded by Council Member Al Kunisch to approve OV03-06-02 Oro Valley Marketplace Master Sign Program. Agree that Items 1 - 3 are in compliance with all of the conditions; Item 4 - accept the applicant's desire to maintain proposed types of lighting; Item 5 - accept the applicant's desire that signage be removed from the backs of the buildings; Item 6-allow the modified smallest size sign for Best Buy (3 to 2 ratio); and acceptance that the three colors requested by the applicant to be deleted; and that the signage remain on the entryway pillars with backlit halo lighting; and that no signage shall be allowed on the rear of the theater. 12/20/06 Minutes, Council Regular Session 10 MOTION carried, 5-2 with Council Member Paula Abbott and Council Member K.C. Carter opposed. 7. OV12-06-14 REQUEST FOR APPROVAL OF A PRELIMINARY PLAT AND DEVELOPMENT PLAN FOR A COMMERCIAL DEVELOPMENT LOCATED WITHIN RANCHO VISTOSO NEIGHBORHOOD 3, INNOVATION CORPORATE CENTER -EAST, LOCATED NORTHEAST OF THE INTERSECTION OF INNOVATION PARK DRIVE AND TANGERINE ROAD, PARCEL NUMBER 223-02-021 B Paul Oland, The WLB Group, 4444 E. Broadway, representing Venture West Construction LLC, reviewed the proposed site plan, Open Space trade, site vegetation, grading and drainage patterns, building setbacks, parking , bufferyard treatments, courtyard areas and proposed project architecture. Discussion followed regarding pedestrian access (sidewalks and trails will be added), grading and parking. Sarah More, Planning and Zoning Director reviewed the preliminary plat and development plan. She stated that the parcel is over 68 acres and is zoned C-1 and Industrial Park and the proposed uses fit into these zoning designations. She stated that some of the area that is being proposed for the Open Space trade is degraded and will be revegetated. She explained that there would be no encroachment into environmentally sensitive areas and this development is in substantial compliance with the Tangerine Overlay District. Public Works, Planning and DRB have reviewed the plan and recommend approval of the plan. Mayor Loomis expressed concerns regarding lighting in the covered parking area and recommended shielding. Mr. Oland explained that there are very few lights in Venture West developments and they are below the allowed lumens. Mayor Loomis recessed the meeting at 10:42. The meeting resumed at 10:48 p.m. MOTION: A motion was made by Vice Mayor Terry Parish and Seconded by Council Member Paula Abbott to approve OV12-06-14 Preliminary Plat and Development Plan for the proposed commercial development located on proposed Lots 1 - 6, Rancho Vistoso Neighborhood 3, Innovation Corporate Center -East, accepting the open space trade, the Conditions listed in Exhibit A and the added condition that "any lighting for the covered parking shall be shielded to prevent spill over." Exhibit "A": 1. All trail alignments shall be depicted on the final plat. 2. No rip rap shall be used between the buildings. 3. The rip rap used in the channel shall be matched to natural rock on -site. 4. Provide at least 15 feet of clear zone/apron between the detention basin and the drain pipe as a scour area. 12/20/06 Minutes, Council Regular Session 11 5. The entire drainage facility and the trail with associated amenities on the west bank of the channel will be constructed on the east side of Lot 1 and continuing south to Tangerine Road concurrent with the development of Lot 1. 6. The landscaping along Innovation Park Drive shall be per the approved Landscape Plan for Innovation Park Drive. 7. Revise the Development Plans to incorporate all redline comments provided on the reviewed plan set. Items in graphite pencil are for the reviewer's purposes only, not intended to be comment for correction. 8. Provide proposed spot elevations 10' from the perimeter of the buildings or flow arrows with slope percent to show a recommended 5% slope away from the buildings as per Terracon's Geotechnical Engineers Project Report #63055074 dated June 15, 2005. The spot elevations at some of the buildings (i.e.; Office #12 on Sheet #4 and Office #10 on Sheet #6) do not exhibit the 5% positive. drainage away from the structure when the grade around the building is recessed 6" under the FFE. Also,'a minimum grade of 1.0% is required in non- hardscaped areas. 9. Clarify any Lot #1 Boundary line and curve data which does not match what is stated in the Boundary Calculations. Make needed corrections on any applicable sheets. MOTION carried, 7-0. 8. OV12-05-30, REQUEST FOR APPROVAL OF A PRELIMINARY PLAT FOR SIX (6) CONDOMINIUM BUILDINGS, KNOWN AS "STONE VILLAS AT VISTOSO"; LOCATED AT THE NORTHEAST CORNER OF RANCHO 12/20/06 Agenda, Council Regular Session VISTOSO BLVD. AND MORNING VISTA DRIVE; PARCEL # 219-20001C. (CONTINUED FROM 11101/06) Mary Beth Savel, Lewis and Roca, representing the applicant, for Stone Villas. at Vistoso, stated that this item was before the Town Council on November 1, 2006. She reviewed the items of concern as brought forward at the November meeting. 1) Parking- New parking sheet submitted. Site meets requirement of 80 spaces plus 16 additional tandem parking spaces. 2) Overflow parking for the site: Offsite across Rancho Vistoso Blvd at entry to Stone Canyon -Not allowed by owners of property. Also no light at this location, so pedestrians could be at risk. On -site overflow parking could only be placed in Open Space area and Town staff does not recommend using this type of area as temporary parking. 3) Morning Vista Drive parking -Public Works will be requesting "no parking" signs. 4) Elevation of site: Can not lower further without adding a lift station so they can connect to sewer. Cost of lift station would be between $200,000 and $300,000 plus would take up a substantial amount of room on site. Sewer lift station will also generate an odor. 5) Pedestrian gate at Monterey at Vistoso- Will be happy to construct but waiting on answer from Homeowner's Association (HOA) at Monterey at Vistoso. 6) Access and maintenance easements - Easement is being considered by the HOAs attorney. The plat provides for landscaping if 12/20/06 Minutes, Council Regular Session 12 HOA approves easement. 7) Noise impacts -Buildings, landscaping, perimeter walls, and off -site landscaping will all provide buffering. Construction noise will be regulated by permits issued by Public Works. Recreational area noises-HOA and CC&Rs will control noise issues. 8) Letter from Fire Marshal has been submitted and Fire Code has been met. Ms. Savel further stated that there are no public safety issues and requested that the preliminary plat be approved. Vice Mayor Parish addressed circulation issues that were brought forward at the November 1st meeting. Ms. Savel stated that confirmation has been made with Public Works staff and the Fire Marshal that the plan meets or exceeds all requirements for safety and traffic circulation. Council Member Abbott questioned pedestrian traffic and the added island. She asked if a speed "hump" could be added if necessary or signage to alert drivers to children crossing. Ms. Savel stated that the Town Engineer and their Traffic Engineer can look at special traffic calming devices or signage and these could be added if needed. Sarah More, Planning and Zoning Director, explained that this item addresses the approval of a preliminary plat and an Open Space Trade for Stone Villas at Rancho Vistoso. She further addressed the Fire Marshal's comments which indicate that there is only one required access for these types of residences but it is certainly more desirable to have more than one access. Town Engineer Craig Civalier stated that the site grading precludes any further access. He stated that he would not support another access onto Rancho Vistoso Boulevard. Mayor Loomis opened the floor for public comment. John Musolf, 13716 N. Carlynn Cliff Drive, complimented the applicant on agreeing to "No Parking" signs and stated that he hoped that the Council would approve the signage. He also was pleased to see that the applicant agreed to add a pedestrian gate. Regarding the Fire Marshal's statement stating that "it is more advantageous to have a second access for. emergency use", Mr. Musolf suggested that safety is a greater issue than an access to Rancho Vistoso Boulevard. He further addressed the noise issue and asked that something be placed in the CC&Rs regarding noise after 10:00 p.m. Mayor Loomis closed the floor for public comment. MOTION: A motion was made by Council Member Helen Dankwerth and Seconded by Council Member K.C. Carter to approve OV12-05-30 effective upon satisfaction of Conditions in Exhibit "B" Revised Conditions of Approval, and 12/20/06 Minutes, Council Regular Session 13 including the Open Space Trade necessary to relocate the buildings and applicant will work with staff on a traffic calming method for crossing the entryway from Morning Vista Drive. Documentation for request from HOA for pedestrian access gate and easement for Open Space landscaping will be provided prior to approval to Final Plat. Exhibit "B 1. Address all red -lines shown within the submitted Preliminary Plat Sheets. Please return these original red -lined Preliminary Sheets back to the Town of Oro Valley. 2. Adjust the handicap parking spot elevations just west of Building F so as to obtain a maximum 2.0% slope in any direction within the handicap parking area on Sheet #2. 3. Reposition the crosswalk at the entrance driveway off Morning Vista Drive so the ends of the crosswalk are aligned with the proposed ADA sidewalk access ramps. The proposed island at the entrance northeast of the crosswalk also must be repositioned to allow the crosswalk to align with the sidewalk ramps. 4. Show the internal PAAL and egress Site Visibility Triangles (SVT) as show on the redlines. Minor PAAL and Major PAAL Site Visibility Triangles (Far Side = 10'x70'; Near Side=10'x100') must be used at the egress point to the entrance driveway. 5. Correct all type-overs on Sheet #2. MOTION carried, 6-1 with Vice Mayor Terry Parish opposed. 9. FUTURE AGENDA ITEMS Council Member Gillaspie-For the January 17th meeting- Direct Town staff to work with Finance and Bond Committee to develop a Financial Sustainability Plan to include: projected service costs, projected revenues, gap analysis, and incremental priorities for service deliveries that may exceed revenues and associated funding strategies. CALL TO AUDIENCE - No speakers. ADJOURNMENT MOTION: A motion was made by Council Member K.C. Carter and Seconded by Council Member Al Kunisch to Adjourn at 11:45 p.m. MOTION carried, 7-0. Prepared by, Roxana Garrity, Deputy Town Clerk 12/20/06 Minutes, Council Regular Session 14 I hereby certify that the foregoing minutes are a true and correct copy of the minutes of the regular session of the Town of Oro Valley Council of Oro Valley, Arizona held on the 20th day of December, 2006.1 further certify that the meeting was duly called and held and that a quorum was present. Dated this day of , 2007. Kathryn E. Cuvelier, CMC Town Clerk TOWN OF ORO VALLEY 7 COUNCIL COMMUNICATION TO: HONORABLE MAYOR & COUNCIL FROM: Matt Michels, Senior Planner MEETING DATE: December 20, 2006 SUBJECT: OV12-06-14, The WLB Group, representing Venture West Construction, LLC, requests approval of a Preliminary Plat and Development Plan for the proposed commercial development located on proposed Lots 1-6, Rancho Vistoso Neighborhood 3, Innovation Corporate Center - East, located NE of the intersection of Innovation Park Drive and Tangerine Road, Parcel 223- 02-021B. EXECUTIVE SUMMARY OF APPLICATION: Nature of Application: A Preliminary Plat (PP) and Development Plan (DP) have been submitted for a 6 lot commercial subdivision that includes a proposed 100,000 square foot and 12 building office complex on Lot 1. The PP and DP require consideration by the Development Review Board and approval by the Town Council. Site Description/Existing Conditions: • Total Parcel Size: 68.84 acres • Lot 1 Size: 13.8 acres • General Plan Designation: Neighborhood Commercial/Office (NCO) and Commerce/Office Park (COP) • Zoning: PAD Commercial (C-1) and Campus Park Industrial (CPI) • Land Use: Undeveloped • Allowable Uses: The C-1 zoning district allows for a range of commercial uses, including office buildings. The properties to the south of Lot 1 is also zoned C-1 • Topography: gently sloping generally to the south toward Tangerine Road. Some slopes exceed 25% at the far northeast corner of the property. Proposed Improvements: • Lot 1: 12 office buildings, totaling 100,000 square feet. 11 one story buildings and a maximum allowable building height of 34'. Office 12 will be one or two story. Lot 1 will be final platted as office condominiums. • Lot 2: Zoned C-1 and Lots 3 through 6 are CPI. The maximum allowable building height is 36' and 3 stories. The development of each parcel will require a separate Development Plan, Landscape Plan, and architecture review. • Multiple tenants are anticipated, including medical offices and related uses. • An open space trade is proposed, which will result in a gain of 5.8 acres of open space. • The open space realignment will result in a park -like amenity/drainage running longitudinally through the property, similar to Woodshade Park in Rancho Vistoso. • An improved trail system with pedestrian linkages will be provided throughout the site. • Proposed traffic calming devices include landscaped roundabouts. F:\OV\OV I2\2006\O V 12-06-14\reports\DP_TC.RPT.OV I20614.doc TOWN OF ORO VALLEY COUNCIL COMMUNICATION OV12-06-14 Page 2 BACKGROUND: Approvals to Date • Architecture—OV 13 -06-46, approved at the 11/14 DRB meeting • Site Resource Inventory Plan and Native Plant Preservation Plan — approved administratively • Landscape Plan—OV12-06-14, approved at the 11/14 DRB meeting Surrounding Land Uses Direction RV PAD Zoning Land Use North CPI Vacant parcels South C-2 Oro Valley Marketplace (currently vacant) East CPI Vacant Parcel West CPI Northwest Medical Center -Oro Valley ANALYSIS OF OVZCR 22.6.B DEVELOPMENT REVIEW CRITERIA: "In considering any application for development review, the Development Review Board shall be guided" by a specific list of criteria when deliberating (see Section 22.6.B, OVZCR). The following is a list of noteworthy criteria (in italics) followed by staff commentary: 1. The Development Review Board shall examine the application to insure that all provisions of this Code and all other Codes, master plans, general plans and standards of the Town shall be complied with where applicable. A. General Plan Compliance: This proposal complies with the General Plan land use designations of Neighborhood Commercial/Office (NCO), Commerce/Office Park (COP), and Open Space (OS). The applicant proposes to realign the General Plan -designated open space in order to create a vegetated park/drainageway with a trail on both sides. Further discussion of the open space trade follows on Pages 3 and 4. The following General Plan policies are notable for this proposal: Policy 1.1.3: "The Town shall continue to avoid development encroachment into washes, riparian areas, designated natural open space and environmentally sensitive lands. In cases where encroachment is unavoidable, such as in the case of utility or public safety, require compensation or trade to offset the loss of natural area ". This development will not encroach into any environmentally sensitive lands or OVZCR-designated riparian areas. The existing xeroriparian areas will be preserved with this development. Policy 2.1.4: "The Town shall require that all development proposals depict an arrangement of and massing of buildings and/or arrangement of lots to minimize impacts on views from adjacent properties and streets and from properties and streets internal to the proposed project while providing privacy for residents ". The project will be low-rise in character and the buildings will be located and positioned in a manner that minimizes view impacts from adjacent properties. The maximum proposed building height is 24 feet. F:\OV\OV 12\2006\OV 12-06-14\reports\DP_TC.RPT.OV 120614.doc TOWN OF ORO VALLEY COUNCIL COMMUNICATION, OV12 06 14 PaLre 4 will not encroach into any General Plan -designated environmentally sensitive lands (ESL) on OVZCR-designated riparian area. The proposed drainage structures are all outside of these areas and will serve to detain stormwater runoff in a manner that allows for more gradual runoff, thus enhancing the park amenity in Common Area "A". 2. The current PAD -designated open space is predominantly "Natural Open Space" with some disturbed areas. Overall, the areas contain good quality vegetation, much of which will be transplanted. A biologist from RECON Environmental, hired by the Town to conduct an independent assessment, has evaluated the site and has determined that overall the property "is comprised of high quality, undisturbed vegetation characteristic of the Arizona Upland Subdivision of the Sonoran Desert." Staff has worked with the applicant to locate the detention facility out of the adopted riparian area. RECON reviewed these plans and indicates that the "newly proposed location of the detention basin is an ecologically -sensitive solution that will better preserve the habitat and open space values of the site. " In regards to the alignment of Common Area "A", the 9/22 RECON report indicates that the proposed channel realignment "would not result in a greater impact to the resources of the area than the existing [Rancho Vistoso PAD] channel alignment. Further, the realignment would more directly correspond to the existing box culvert under Tangerine Road, maintaining a logical drainage pattern." I The balance of the site is essentially of equal resource value. Staff believes that the proposed realignment of the open space area "improves the overall development design" and "has recreational value" by creating a park -like amenity in Common Area "A", as well as provides "meaning(d open space which reduces fragmentation" with a wide, -linear, heavily -landscaped drainage area, as specified by Criteria #9. The construction and re-creation of a drainage channel, along with the additional native desert plant landscaping is, in staffs estimation, consistent with the definition of "meaningful open space ". . In addition, the proposed open space realignment offers a good opportunity to create paved trail system running north -south on the banks of the common area to Tangerine Road and a primitive trail from the detention area north toward Rancho Vistoso Boulevard. The open space trade does, however, result in a loss of "Natural Open Space "which will be supplanted with a larger amount of "Landscaped Open Space ". 3. The landscape plan indicates that areas of encroachment will be revegetated with native plant materials and many of the trees salvaged on -site will be transplanted into Common Area "A". Staff supports this proposed trade, as the proposed trade will provide "meaningful open space " at a rate which exceeds that of the proposed encroachment. This trade will re-create a drainageway with natural and mitigated features. C. OVZCR COMPLIANCE: The proposal meets all applicable OVZCR requirements. The only notable issue involves parking and i= discussed below. F:\OV\OV12\2006\OV12-06-14\reports\DP TC.RPT.OV120614.doc TOWN OF ORO VALLEY COUNCIL COMMUNICATION, OV12-06-14 Page 3 �. RANCHO VISTOSO PAD COMPLIANCE: This proposal complies with the Rancho Vistoso PAD Commerce Park/Industrial (CPI) and Commercial (C-1) zoning districts. All buildings on Lot 1 meet or exceed the minimum building setbacks for C-1 zoning (25' front, 20' side, and 30' rear). As previously mentioned, the applicant proposes to realign the PAD -designated open space in order to create a vegetated park/drainageway with a trail on both sides. The existing open space which was designated in 1987 has been found to inaccurately reflect the "on the ground" conditions and is often unreliable. It appears that the intent of the open space alignment on this property was to follow the natural drainage. However, the drainage actually occurs further east, within the proposed open space trade area. The applicant has proposed a trade for encroachment into PAD -designated open space areas and a realignment of the open space area. The goal of any proposed trade is to preserve and enhance "Meaningful Open Space ", a term that is specified in the PAD. The PAD refers to the OVZCR definition of "Open Space", which is defined as follows: "As either natural open space (as defined in this Chapter) or landscaped open space (as defined in this Chapter) or the total thereof. Open space is meant to provide a natural or garden environment. " This trade is permitted for consideration by both the DRB and Town Council via the "certain criteria " in Section 1.3 of the Rancho Vistoso PAD (see attachment #5). The components used to shape this trade are: 1. Approximate amount of encroachment into PAD -designated open space areas. 2. Quality of proposed trade (Meaningful Open Space "); and 3. Additional mitigation actions for the proposed encroachment. To meet the requirements of similar trades proposed in the past to DRB and Town Council, staff is providing the following information for consideration: 1. The proposed open space trade can be best characterized as follows: a. A realignment of open space east of an existing berm that is intended to better reflect existing drainage patterns on the property. b. A change in the character of the open space. There is a proposed trade of some "Natural Open Space ", defined by the OVZCR as, "natural, completely undisturbed desert area " with some disturbed areas to a "Landscaped Open Space ", defined by the OVZCR as: "An area improved through the harmonious combination of natural desert growth with the introduction of trees, shrubs, and groundcover which may contain natural topping material such as boulders, rock, stone, or granite or other approved material. " The existing PAD -designated open space totals 6.9 acres. The total area after the trade will be 12.7 acres, or a net gain of 5.8 acres of open space. This proposed trade exceeds the required 1:1 trade ratio, as established by Criteria #9 via Town Ordinance 02-18. The proposed off -site detention basin F:\OV\OV 12\2006\O V 12-06-14\reports\DP_TC. RPT.OV 120614.doe TOWN OF ORO VALLEY UNCIL COMMUNICATION OV12-06-14 Page 5 III Section 27.7, Off -Street Parkin; • Lot 1 is overparked by 5 spaces, based on General Table 27-14 of the Parking Code (450 required/455 provided). • The Alternative Parking Analysis was approved by the DRB. D. TANGERINE ROAD CORRIDOR OVERLAY DISTRICT (TRCOD) COMPLIANCE: This project is in substantial compliance with the TRCOD. The following TRCOD standards are notable for this project: • Views from Tangerine Road toward the north will not be significantly impacted due to the rising topography and hillsides behind the site. The development will be low-rise in nature and should not impede views of the Catalina Mountains to the east, the Tortolita Mountains to the north, or the Tucson Mountain to the west and southwest. • Lot 1 has been designed with bufferyards on the perimeter and the buildings are clustered in a manner that helps the development to integrate well into the natural environment, rather than being an imposition. E. PUBLIC WORKS COMMENTS: INAGE.. e existing on -site storm water drainage flows from the north to the south predominately by braided overland sheet flow and will in general be maintained. Storm water runoff that exits the Neighborhood 3 site is conveyed through two (2) existing different RCBC's (Reinforced Concrete Box Culverts) underneath Tangerine Road. One of the hydraulic structures consisting of two (2) — 8'x5' existing RCBC's receive a peak discharge for the 100-year event of 536 cfs. The other hydraulic structure consisting of two (2) — 8'x8'x282' existing RCBC's receive a peak discharge for the 100-year event of 918 cfs. These culverts discharge directly onto Rancho Vistoso Neighborhood 4. The storm water flows are ultimately intercepted by the Big Wash located approximately one-half mile to the southeast. Innovation Park Drive currently bisects Neighborhood 3 and divides the development into an east and west development. All offsite flows are separated and divided by Innovation Park Drive and directed through natural channels through the project site and to Tangerine Road. Storm water flows in Innovation Park Drive flow into existing storm drains and culverts and discharge the street flow into the east portion of the project site. On -site developed conditions drainage will be conveyed through the site using parking area access lanes (PAALs) and by a system of reinforced concrete and metal pipe culverts, channels, and catch basins. Catch basin scrubbers by Vortechnics will be utilized within the parking lots for any pavement storm water discharges. Detention is required and the post development storm water runoff has been reduced to meet existing flows discharging to Tangerine Road. This has been accomplished by the installation of an upstream basin which iptercepts the existing natural braided wash and is metered for discharge to attenuate the outflow. F:\OV\OV I2\2006\OV 12-06-14\reports\DP_TC.RPT.0V I20614.doc TOWN OF ORO VALLEY COUNCIL COMMUNICATION OV12-06-14 Page 6 GRADING: A Type 2 Grading Permit will be required to construct building pads, retaining walls, drainage structures, utilities, parking lots and any other structures requiring grading on the project site. All grading shall adhere to the Rancho Vistoso PAD which allows for unlimited cut and fill with benching required every ten (10) feet of vertical relief. TRAFFIC: This development shall be served by two points of ingress/egress. The first, also known as Project Access Drive #1 shall intersect the Rancho Vistoso master planned street of Vistoso Park Road approximately 500 feet east of Innovation Park Drive. Vistoso Park Road shall be constructed as a part of the present site development from Innovation Park Drive to the eastern limits of this project. Future alignment of this street shall loop to the south to re -intersect Innovation Park Drive at the southern hospital entrance. The second access point, otherwise referred to as Project Access Point #2 shall be constructed at the northwest portion of the site discharging to Innovation Park Drive. This access point is approximately 2,300' north of Tangerine Road. Both Access Drives as well as the new portion of Vistoso Park Drive shall be afforded full turning movements for ingress/egress via existing median breaks in Innovation Park Drive and no median within Vistoso Park Drive. At present the current project does not warrant the installation of traffic signals to mitigate traffic flow. The developer and/or future owners/assignees of this site shall bear all costs and install any and all traffic signals warranted by future increased traffic created by and/or expansion of this development. The engineering conditions of approval contained on Exhibit A do not materially affect the configuration of the development as presented within this report. Rather they are offered as requirements of development plan documentation that will be utilized to evaluate the improvement plans once submitted to the Town of Oro Valley Public Works reviewing staff. PUBLIC INPUT: No formal neighborhood meetings have been held. No feedback has been received from the public regarding the proposed development. DEVELOPMENT REVIEW BOARD ACTIONS: The Development Review Board, by a 6:0 vote, recommended that the Town Council approve the preliminary plat and development plan, subject to the conditions listed in Exhibit A. Since the Development Review Board hearing, the applicant has addressed many of the conditions of Exhibit A. Draft DRB minutes are attached. SUMMARY OF FACTORS: Findin s in Favor 1. The proposal meets all General Plan, Rancho Vistoso PAD, and OVZCR standards. 2. The proposal incorporates a large vegetated common area through the central portion of the property with walkways on both sides that will add an attractive park -like amenity for tenants and the public. In F:\OV\OV I2\2006\OV 12-06-14\reports\DP_TC.RPT.0V I20614.doe TOWN OF ORO VALLEY -r—pUNCIL COMMUNICATION, OV12-06-14 Page 7 addition, the applicant has provided a significant amount of vegetated bufferyard areas, in excess of that required by code and has provided extensive landscaping around the buildings and in the parking islands. A large amount of native vegetation is being preserved for transplanting. Since last summer's copious Monsoon rains, the applicant has conducted another field review and has increased the amount of vegetation to be preserved. 3. The provision of an internal loop road within the project will help to contain circulation on the site. 4. There has been no formal opposition by neighboring property owners. 5. The areas between the buildings on Lot 1 will be used as courtyard area and as trail connections to provide a meaningful amenity for building tenants and customers. 6. The Common Area "A" will be made into a park -like amenity with extensive native vegetation and natural -appearing rock channels. Both banks of Common Area "A" will have paved trails running along them with bench and landscape amenities along their course. The berm area below the detention basin will be revegetated with native plant materials to help restore a natural appearance. 7. The buildings have varying and staggered setbacks to create an aesthetically -pleasing streetscape. 8. The DRB recommended conditional approval of the PP and DP by a 6:0 vote. Findings A ag inst 1. None SUGGESTED MOTIONS: I move to [approve, approve with conditions, OR deny] OV12-06-14, Preliminary Plat and Development Plan the proposed commercial development located on proposed Lots 1-6, Rancho Vistoso Neighborhood 3, ovation Corporate Center -East. Staff recommends that any motion to approve be subject to the conditions specified in Exhibit A. Attachments: 1. Exhibit A 2. Preliminary Plat/Development Plan 3. Proposed.Venture West Open Space Realignment Map 4. Section 1.3, Rancho Vistoso PAD 5. RECON Environmental 9/22/06 Memorandum 6. RECON Environmental 11/21/06 Memorandum 7. Draft DRB minutes F:\OV\OV I2\2006\OV 12-06- 14\reports\DP_TC.RPT.0V 120614.doc TOWN OF ORO VALLEY COUNCIL COMMUNICATION, OV12-06-14 PPe 8 Cc: TOV: Shirley Gay Applicant: Paul Oland, Fax: 881.7492 Neil Simon, Fax: 722.1166 T Assistant Toy vn Manager DocI Town Manager uirecior F:\OV\OV I2\2006\OV I2-06-14\reports\DP_TC.RPT.OV I20614.doc Exhibit A Conditions of Approval OV12-06-14 1. All trail alignments shall be depicted on the final plat. 2. No rip rap shall be used between the buildings. 3. The rip rap used in the channel shall be matched to natural rock on -site. 4. Provide at least 15 feet of clear zone/apron between the detention basin and the drain pipe as a scour area. 5. The entire drainage facility and the trail with associated amenities on the west bank of the channel will be constructed on the east side of Lot 1 and continuing south to Tangerine Road concurrent with the development of Lot 1. 6. The landscaping along Innovation Park Drive shall be per the approved Landscape Plan for Innovation Park Drive. 7. Revise the Development Plans to incorporate all redline comments provided on the reviewed plan set. Items in graphite pencil are for the reviewer's purposes only, not intended to be comment for correction. 8. Provide proposed spot elevations 10' from the perimeter of the buildings or flow arrows w/slope % to show a recommended 5% slope away from the buildings as per Terracon's Geotechnical Engineers Project Report #-63055074 dated June 15,-2005.-The spot elevations at some of the buildings (i.e.; Office #12 on Sheet #4 and Office #10 on Sheet #6) do not exhibit the 5% positive drainage away from the structure when the grade around the building is recessed 6" under the FFE. Also, a minimum grade of 1.0% is required in non-hardscaped areas. 9. Clarify any Lot #1 Boundary line and curve data which does not match what is stated in the Boundary Calculations. Make needed corrections on any applicable sheets. Exhibit A- Conditions of Approval - 1 - �A J. Museum Art Gallery Restaurants Community commercial uses Amphitheatre Offices Maximum of 300 residential units at a maximum of 21 RAC Churches Hotel /conference center Recreational facilities The Town Center is proposed to be a pedestrian -oriented space with public plazas and parking located on the periphery as shown on the accompanying illustratives. Hillside District and Grading The purpose of the Hillside District, together with the Grading Design Standards, is to protect the mountains and hillsides in Rancho Vistoso. In combination, these documents are intended to accommodate development on the hillsides while protecting the area's natural character, resources and aesthetic value. They also encourage innovative hillside development while minimizing hillside disturbance and potential problems. The Rancho Vistoso site is characterized by a variety of slopes. Slopes range from gentle (less than 2%) in Big Wash to extremely steep (25% or greater) in the foothills of the Tortolita Mountains. The area has been analyzed and considered for development suitability. Those areas with slopes of 25 percent or greater are unsuitable for development and will be set aside as Hillside District Area as shown on the Hillside District Map. All of the area included within the Hillside District is also designated as Hillside Conservation Area and the land shall be set aside for the conservation of permanent natural space. Development in areas with slopes of less than 25 percent shall be subject to the requirements set forth in Grading Design Standards for Rancho Vistoso, found in Volume B. The Grading Design Standards provide direction for grading design in order to reduce the visual impact of excavation and make the final graded land form and development appear natural. Grading is the mechanical modification and sculpturing of the existing land surface to create special topographic features, or to solve visual and technical problems associated with development. The Grading Design Standards include guidelines which have been prepared to illustrate desirable approaches to grading and contain standards for design and construction of slopes, terracing, stabilization methods, dust control, drainage and revegetation. Development in areas in Rancho Vistoso PAD that have naturally occurring slopes 25% and greater is generally prohibited, but limited encroachment may be allowed under the following criteria: Encroachment is allowed, without a trade, in sloped areas 25% or greater that are less than 6 feet vertical from toe to top of edge, and are less than or equal to thirty (30) feet in any horizontal direction. 100 2. Encroachment is allowed, without a trade, in rock outcrops of no greater than ten (10) feet high and ten (10) feet in any horizontal direction. 3. Encroachment is allowed, without a trade, for a roadway if no economically feasible alternative route exists or the road is shown on the Rancho Vistoso PAD map. 4. Minor encroachments of up to 5% of the gradable area are allowed, with a trade area, by Planning and Zoning Administrator approval during the review of Type 1 grading permits. 5. Minor encroachments of up to 10% of the gradable area are allowed, with a trade area, for development plans with Town Council approval. Minor encroachments up to 5% of the gradable area may be allowed in new subdivisions, provided a mitigation plan as required per this policy is provided. 7. No such encroachment is allowed into areas that are designated as open space in the PAD. 8. No such encroachment is allowed if the encroachment would violate other provisions of the Planned Area Development or Zoning Code. 9. Trade areas required to offset encroachments into 25% and greater sloped areas must be at least a 1:1 ratio, and they must contain "meaningful' open space. Meaningful open space may be defined as, among other criteria, open space that reduces fragmentation, has recreational value, improves overall subdivision design, or creates buffers along environmentally sensitive areas. 10. All encroachment into 25% or greater sloped areas must be mitigated to reduce the visual impacts of the encroachment. Landscaping used to reduce the visual impact shall include understory vegetation and reseeding to mimic the natural environment. 11. This policy applies only to areas with slopes 25% and greater and does not apply to any other open space encroachment and/or trades. (Ord. 02-18) 101 525 W. Wetmore Roaa, quite 111 Tucson, AZ 85705 P 520.325.9977 F 520.293.3051 www.recon-us.com RECON 7 ❑ Conference Report ❑ Field Report ❑ Telephone Conversation ■ Memo Date: September 22, 2006 Job: Venture West Subject: Open Space and Drainage To: Matt Michels Prepared by: Carianne Funicelli RECON Job #: 4390 (Biol) Copies to: At the request of Town of Oro Valley Planning & Zoning staff, RECON reviewed site plans and conducted a field visit of the Venture West project area within Rancho Vistoso Neighborhood 3. The majority of the parcel is comprised of high quality, undisturbed vegetation characteristic of the Arizona Upland Subdivision of the Sonoran Desert. Some areas have been disturbed for drainage (see aerial of linear drainageways). Species diversitv and density is high, and increases as one moves northward (i.e., upslope) froii Tangerine Road. During the casual field visit on 19 Sept 2006, over 45 species of plan:: were recorded (see attached plant list). Only 2 of these species were non-native invasives (buffelgrass and fountain grass), and they were not common throughout the site. This in and of itself speaks to the quality of the site, especially after this particularly wet monsoon season which has resulted in massive invasive grass germination at many other locations. Channel Alignment The vegetation is of high quality throughout the site. The proposed movement of the channel alignment to the swath east of the existing berm would not result in a greater impact to the resources of the area than the existing channel alignment per the R.V.P.A.D. Further, the re -alignment would more directly correspond to the existing box culvert under Tangerine Road, maintaining a logical drainage pattern. Area of Proposed Detention Basin This area is a natural bowl -shaped basin between two ridges (Figure 1). The vegetation is more dense and diverse than the areas downstream (toward Tangerine Road). In the opinion of RECON, this area is correctly identified as a Significant Resource Area and indeed comprises meaningful open space. This area would not retain its habitat value if it were used as a detention basin for the following reasons: The proposed detention basin design includes a berm with 6:1 side slopes th would require a permanent disturbance approximately 215 feet wide by 425 fe long. This is a very significant portion of the area that is now occupied by meaningful open space. 2. Even with careful revegetation of the berm with native species, the site would not retain its current level of habitat value. Maintenance activities would require periodic vegetation clearing and silt removal, which would de -value the area by 1) reducing standing biomass, 2) degrading existing vegetation structure, 3) encouraging invasion of non-native invasive species. Figure 1. The area of the proposed detention basin (from the west ridge, looking east). In summary, the proposal to create a detention basin at this location would not be sensitive to the exisiting natural resource values. RECON recommends the development of alternative drainage solutions that would not impact this Significant Resource Area. RECON 2 Plant Species observed 19 Sept 2006, North of Tangerine Road, West of Oracle Road Acacia constricta White -thorn acacia shrub Acacia greggii Catclaw shrub Allionia incarnata Trailing four o'clock annual herb Amaranthus sp. Amaranth annual herb Ambosia deltoidea Triangle -leaf bursage shrub Ambrosia ambrosioides Canyon ragweed shrub Aristida purpurea Purple three -awn perennial grass Aristida ternipes Spider grass perennial grass Boerhaavia sp. Spiderling annual herb Bouteloua aristidoides Needle grama annual grass Bouteloua rothrockii Rockrock grama perennial grass Brickellia coulteri Coulter's brickelbush shrub Calliandra eriophylla Fairy duster shrub Celtis pallida Desert hackberry shrub Chloris virgata Feather fingergrass perennial grass Commicarpus scandens Bush spiderling vine -shrub Datura meteloides Sacred datura perennial herb Dicliptera resupinata Arizona foldwing perennial herb Digitaria californica Arizona cottontop perennial grass Ditaxis sp. Ditaxis perennial herb Encelia farinose Brittlebush shrub Ferocactus wislizenii Fishhook barrel cactus Hymenoclea salsola Cheese weed shrub Janusia gracilis Janusia vine -shrub Kallstroemia grandiflora Arizona poppy annual herb Larrea tridentata Creosote shrub Muhlenbergia porteri Bush muhly perennial grass Nicotiana trigonophylla Desert tobacco perennial herb Opuntia arbuscula Pencil cholla cactus Opuntia fulgida Chain fruit cholla cactus Opuntia leptocualis Christmas cholla cactus Opuntia phaecantha Prickly pear cactus Opuntia spinosior Cane cholla cactus Pappophorum mucronufatum Pappus grass perennial grass Parkinsonia tlorida Blue paloverde tree Parkinsonia microphylla Foothills paloverde tree Pennisteum ciliare Buffelgrass perennial grass Pennisteum setaceum Fountaingrass perennial grass Prosopis velutina Velvet mesquite tree Sida sp. Sida annual herb Sphaeralcea ambigua Globemallow perennial herb Sporobolis airoides Alkali sacaton perennial grass Tidestromia lanuginosa Wooly tidestromia annual herb Trixis californica Trixis shrub Vitis arizonica Canyon grape vine REC0N 3 525 W. Wetmore Rite 111 Tucson, AZ 85705 P 520.325.9977 F 520.293.3051 www.recon-us.com tECt7N ❑ Conference Report ❑ Field Report ❑ Telephone Conversation ■ Memo Prepared by: Carianne Funicelli RECON Job #: 4390 (Bio1) Copies to: Date: November 21, 2006 Job: Venture West Subject: Open Space and Drainage To: Matt Michels, Oro Valley Planning & Zoning At the request of Town of Oro Valley Planning & Zoning staff, RECON reviewed site plans and conducted a field visit of a Venture West project area within Rancho Vistoso Neighborhood 3. In a memo dated September 22, 2006, RECON stated that the proposal to create a detention basin within the Significant Resource Area would not be sensitive to the exisiting natural resource values. RECON recommended the development of alternative drainage solutions that would not impact this Significant Resource Area. In response, the applicant worked with Oro Valley Planning and Zoning staff to re -locate the detention basin outside of the limits of the Significant- Resource Area. RECON has reviewed updated plans, and concurs that the newly proposed location of the detention basin is an ecologically -sensitive solution that will better preserve the habitat and open space values of the site. TOWN OF ORO VALLEY STAFF REPORT TO THE DEVELOPMENT REVIEW BOARD MEETING DATE: November 14, 2006 TO: DEVELOPMENT REVIEW BOARD FROM: Matt Michels, Senior Planner SUBJECT: OV12-06-14, The WLB Group, representing Venture West Construction, LLC, requests approval of a Preliminary Plat, Development Plan, and Landscape Plan for the proposed commercial development located on proposed Lots 1-6, Rancho Vistoso Neighborhood 3, Innovation Corporate Center -East, located NE of the intersection of Innovation Park Drive and Tangerine Road, Parcel 223-02-021B. EXECUTIVE SUMMARY OF APPLICATION: Nature of Application: A Preliminary Plat (PP) has been submitted for a 6 lot commercial subdivision, and a Development Plan (DP) and Landscape Plan (LP) have been submitted for the proposed 100,000 square foot, 12 building office complex on Lot 1. The PP and DP require consideration by the Development Review Board and approval by the Town Council. Furthermore, the LP must be approved by the Development Review Board. Site Description/Existing Conditions: • Total Parcel Size: 68.84 acres • Lot 1 Size: 13.8 acres • General Plan Designation: Neighborhood Commercial/Office (NCO) and Commerce/Office Park (COP) • Zoning: PAD Commercial (C-1) and Campus Park Industrial (CPI) • Land Use: Undeveloped • Allowable Uses: The C-1 zoning district allows for a range of commercial uses, including office buildings., The properties to the south of Lot 1 is also zoned C-1 • Topography: gently sloping generally to the south toward Tangerine Road. Some slopes exceed 25% at the far northeast corner of the property. Proposed Improvements: • Lot 1: 12 office buildings, totaling 100,000 square feet. 11 one story buildings and a maximum allowable building height of 34'. Office 12 will be one or two story. Lot 1 will be final platted as office condominiums. • Lot 2: Zoned C-1 and Lots 3 through 6 are CPI. The maximum allowable building height is 36' and 3 stories. The development of each parcel will require a separate Development Plan, Landscape Plan, and architecture review. • Multiple tenants are anticipated, including medical offices and related or complimentary uses. • An open space trade is proposed, which will result in a gain of 5.8 acres of open space. • The open space realignment will result in a park -like amenity/drainage running longitudinally through the property, similar to Woodshade Park in Rancho Vistoso. F:\OV\OV12\2006\OVI2-06-14\reports\PPDPLPDRB.RPT OV120614.doc TOWN OF ORO VALLEY DEVELOPMENT REVIEW BOARD STAFF REPORT, OV12-06-14 Page 2 • An improved trail system with pedestrian linkages will be provided throughout the site. • Proposed traffic calming devices include landscaped roundabouts. BACKGROUND: Approvals to Date • Site Resource Inventory Plan and Native Plant Preservation Plan -subject to Administrative approval Surrounding Land Uses Direction RV PAD Zoning Land Use North CPI Vacant parcels South C-2 Oro Valley Marketplace (currently vacant) East CPI Vacant Parcel West CPI Northwest Medical Center -Oro Valley ANALYSIS OF OVZCR 22.6.11 DEVELOPMENT REVIEW CRITERIA: "In considering any application for development review, the Development Review Board shall be guided" by a specific list of criteria when deliberating (see Section 22.63, OVZCR). The following is a list of noteworthy criteria (in italics) followed by staff commentary: 1. The Development Review Board shall examine the application to insure that all provisions of this Code and all other Codes, master plans, general plans and standards of the Town shall be complied with where applicable. A. GENERAL PLAN COMPLIANCE: This proposal complies with the General Plan land use designations of Neighborhood Commercial/Office (NCO), Commerce/Office Park (COP), and Open Space (OS). The applicant proposes to realign the General Plan -designated open space in order to create a vegetated park/drainageway with a trail on both sides. Further discussion of the open space trade follows on Pages 3 and 4. The following General Plan policies are notable for this proposal: • Policy 1.1.3: "The Town shall continue to avoid development encroachment into washes, riparian areas, designated natural open space and environmentally sensitive lands. In cases where encroachment is unavoidable, such as in the case of utility or public safety, require compensation or trade to offset the loss of natural area ". This development will not encroach into any environmentally sensitive lands or OVZCR-designated riparian areas. The resource value of the existing xeroriparian areas will be preserved with this development. • Policy 2.1.4: "The Town shall require that all development proposals depict an arrangement of and massing of buildings and/or arrangement of lots to minimize impacts on views from adjacent properties.; F:\OV\OV12\2006\OV12-06-14\reports\PPDPLPDRB.RPT OV120614.doc TOWN OF ORO VALLEY DEVELOPMENT REVIEW BOARD STAFF REPORT, OV12-06-14 Pare 3 i and streets and from properties and streets internal to the proposed project while providing privacy for,, residents ". The project will be low-rise in character and the buildings will be located and positioned in a manner that minimizes view impacts from adjacent properties. B. RANCHO VISTOSO PAD COMPLIANCE: This proposal complies with the Rancho Vistoso PAD Commerce Park/Industrial (CPI) and Commercial (C-1) zoning districts. All buildings on Lot 1 meet or exceed the minimum building setbacks for C-1 zoning (25' front, 20' side, and 30' rear). As previously mentioned, the applicant proposes to realign the PAD -designated open space in order to create a vegetated park/drainageway with a trail on both sides. The existing open space which was designated in 1987 has been found to inaccurately reflect the "on the ground" conditions and is oftaq unreliable. It appears that the intent of the open space alignment on this property was to follow the — natural drainage. However, the drainage actually occurs further east, within the proposed open space trade area. The applicant has proposed a trade for encroachment into PAD -designated open space areas and a realignment of the open space area. The goal of any proposed trade is to preserve and enhance "Meaningful Open Space", a term that is specified in the PAD. The PAD refers to the OVZCR definition of "Open Space", which is defined as follows: "As either natural open space (as defined in this Chapter) or landscaped open space (as defined in this Chapter) or the total thereof. Open space is meant to provide a natural or garden environment. " f This trade is permitted for consideration by both the DRB and Town Council via the "certain criteria" in Section 1.3 of the Rancho Vistoso PAD (see attachment #5). The components used to shape this tradq are: L 1. Approximate amount of encroachment into PAD -designated open space areas. 2. Quality of proposed trade (Meaningful Open Space'); and 3. Additional mitigation actions for the proposed encroachment. To meet the requirements of similar trades proposed in the past to DRB and Town Council, the applicant has provided the following information for consideration: 1. The proposed open space trade can be best characterized as follows: a. A realignment of open space east of an existing berm that is intended to better reflect_ existing drainage patterns on the property. b. A change in the character of the open space. There is a proposed trade of some "Natural Open Space", defined by the OVZCR as, "natural, completely undisturbed desert area" with some disturbed areas to a "Landscaped Open Space", defined by the OVZCR as: F:\OV\OV12\2006\OV12-06-14\reports\PPDPLPDRB.RPT—OV120614.doc i TOWN OF ORO VALLEY DEVELOPMENT REVIEW BOARD STAFF REPORT, OV12-06-14 Paee 4--- "An area improved through the harmonious combination of natural desert growth with the introduction of trees, shrubs, and groundcover which may contain natural topping material such as boulders, rock, stone, or granite or other approved material. " The existing PAD -designated open space totals 6.9 acres. The total area after the trade will be 12.7 acres, or a net gain of 5.8 acres of open space. This proposed trade exceeds the required 1:1 trade.. ratio, as established by Criteria #9 via Town Ordinance 02-18. The proposed off -site detention basin will not encroach into any General Plan -designated environmentally sensitive lands (ESL) or OVZCR-designated riparian area. The proposed drainage structures are all outside of these areas -- and will serve to detain stormwater runoff in a manner that allows for more gradual runoff, thus enhancing the park amenity in Common Area "A". 2. The current PAD -designated open space is predominantly "Natural Open Space" with some,, disturbed areas. Overall, the areas contain good quality vegetation, much of which will be transplanted. A biologist from RECON Environmental, hired by the Town to conduct an independent assessment, has evaluated the site and has determined that overall the property "is comprised of high quality, undisturbed vegetation characteristic of the Arizona Upland Subdivision of the Sonoran Desert." (see attached memorandum for more information). The RECON report indicates that the original proposal "to create a detention basin at this location [within a designated riparian area] would not be sensitive to the existing natural resource values. RECON recommends the development of alternative drainage solutions that would not impact this Significant Resource Area. " Staff has worked with the applicant to relocate the detention facility further south, out of the adopted riparian area. The current proposal does not encroach into any, -.- adopted riparian area. RECON does indicate, however, that "even with careful revegetation of the berm with native species, the site would not retain its current level of habitat value. " The RECON report also indicates that the proposed channel realignment "would not result in' 4 greater impact to the resources of the area than the existing [Rancho Vistoso PAD] channel: alignment. Further, the realignment would more directly correspond to the existing box culvert under Tangerine Road, maintaining a logical drainage pattern." The RECON report does not address how the proposed constructed drainage system/park will function as a natural system. ,, With the exception of the riparian areas, the balance of the site is essentially of equal resource value. Staff believes that the proposed realignment of the open space area "improves the overall development design" and "has recreational value" by creating a park -like amenity in Common Area "A", as well as provides "meaningful open space which reduces fragmentation" with a wide, linear; heavily -landscaped drainage area, as specified by Criteria #9. The construction and re-creation of a drainage channel, along with the additional native desert plant landscaping is, in staff s estimation,,... consistent with the definition of "meaningful open space". In addition, the proposed open space realignment offers a good opportunity to create paved trail system running north -south on the banks of the common area to Tangerine Road and a primitive trail from the detention area north toward Rancho Vistoso Boulevard. The open space trade does, however, result in a loss of "Natural Open, Space" which will be supplanted with a larger amount of "Landscaped Open Space". F:\OV\OV12\2006\OV12-06-141reports\PPDPLPDRB.RPT OV120614.doc a TOWN OF ORO VALLEY DEVELOPMENT REVIEW BOARD STAFF REPORT, OV12-06-14 Page 5 3. The landscape plan indicates that areas of encroachment will be revegetated with native plant materials and many of the trees salvaged on -site will be transplanted into Common Area'W'. Staff supports this proposed trade, as the proposed trade will provide "meaningful open space" at a rate, which exceeds that of the proposed encroachment. This trade will re-create a drainageway with natural" and disturbed features. C. OVZCR COMPLIANCE: The proposal meets all applicable OVZCR requirements. Notable issues are discussed below. Section 27.6, Landscape and Irrigation Plan • This project exceeds the number of plants required for the 30' Bufferyard "A" on the northwest side along Innovation Park Drive and along the 25' Bufferyard "A" southwest side along Vistoso Park Road. • Courtyards with landscaping and seating amenities are proposed between the front sides of the buildings. j • The pedestrian trail will run the entire length of the site along both sides of Common Area "A" and will connect with Innovation Park Drive and the buildings. This trail and all associated amenities and the F Common Area "A" area will be constructed from the north side of the property down to Tangerine Road. concurrent with the development of Lot 1. • Trail amenities, including trees and benches, will be provided at least every 250' linear feet along the paved trails. • An additional trail on the east bank of Common Area "A" and connections thereto will be developed concurrent with future phases of the development. • The exterior walls are curvilinear and broken up into segments, with landscaping provided in front of them. The walls will be compatible with the architectural style, colors, and materials of the buildings. • The landscaping proposed is composed of native plants, with a good number of existing trees to be relocated and transplanted on -site. • RECON Environmental has reviewed the types of plant materials and plant density in the constructed drainage/park and found them to be acceptable. Section 27.7, Off -Street Parking • Lot 1 is overparked by 18 spaces, based on General Table 27-14 of the Parking Code (450 required/468 provided). Please note that the actual numbers will likely drop by 3 to 6 spaces once the passenger drop., off is provided on the side of Office 12, as outlined below. • The alternative parking analysis criteria are outlined in Sec. 27.7.C.2.a.i to ix, OVZCR. The applicarij indicates that the requested parking is necessary based on Venture West's experience with other professional office complexes in the Tucson area. Their parking analysis is based on their Swan Corporate CentgV (located at Swan Road and Camp Lowell Road) and La Cholla Corporate Center (located east of Foothills Mall) projects. These projects are parked at a ratio of 5.2 and 5.0 spaces per 1,000 square feet, respectively. Based on observations of the parking shortage typical in other medical facilities, staff feels that the_ _ slightly higher parking ratio is justified in this case. More details related to the analysis are offered in the attached letter from Paul Oland, The WLB Group. The Alternative Parking Analysis presented in Paul Oland's October 19th memorandum has been forwarded to the DRB for consideration. The alternative parking plan must be approved by the DRB. (Per Sec. 27.7.C.2, OVZCR). F:\OV\OV12\2006\OV12-06-14Veports\PPDPLPDRB.RPT OV120614.doc TOWN OF ORO VALLEY DEVELOPMENT REVIEW BOARD STAFF REPORT, OV12-06-14 Page 6 • Staff requires the relocation of the Office 12 passenger drop-off to the southeast side of the building to put it in closer proximity to the entrance off of Vistoso Park Road and to make it more convenient to the, northeast side of the building. • Staff requires the relocation of the passenger drop-off located in the parking area to the east of Offices 1.. and 2 and in the parking area to the north of Office 10 to locations adjacent to the buildings. D. TANGERINE ROAD CORRIDOR OVERLAY DISTRICT (TRCOD) COMPLIANCE: This project is in substantial compliance with the TRCOD. The following TRCOD standards are notable for this project: Views from Tangerine Road toward the north will not be significantly impacted due to the rising topography and hillsides behind the site. The development will be low-rise in nature and should not impede views of the Catalina Mountains to the east, the Tortolita Mountains to the north, or the Tucson Mountain to the west and southwest. Lot 1 has been designed with bufferyards on the perimeter and the buildings are clustered in a manner that . helps the development to integrate well into the natural environment, rather than being an imposition E. PUBLIC WORKS COMMENTS: Drainage The existing on -site storm water drainage flows from the north to the south predominately by braided overland sheet flow and will in general be maintained. Storm water runoff that exits the Neighborhood 3 site is conveyed through two (2) existing different RCBC's (Reinforced Concrete Box Culverts) underneath Tangerine Road: One of the hydraulic structures consisting of two (2) — 8'x5' existing RCBC's receive a peak discharge for the_ 100-year event of 536 cfs. The other hydraulic structure consisting of two (2) — 8'x8'x282' existing RCBC's receive a peak discharge for the 100-year event of 918 cfs. These culverts discharge directly onto Rancho Vistoso Neighborhood 4. The storm water flows are ultimately intercepted by the Big Wash located approximately one-half mile to the southeast. Innovation Park Drive currently bisects Neighborhood 3 and divides the development into an east and west development. All offsite flows are separated and divided by Innovation Park Drive and directed through natural channels through the project site and to Tangerine Road. Storm water flows in Innovation Park Drive flow into... existing storm drains and culverts and discharge the street flow into the east portion of the project site. On -site developed conditions drainage will be conveyed through the site using parking area access lanes (PAALs) and by a system of reinforced concrete and metal pipe culverts, channels, and catch basins. Catch basin scrubbers by Vortechnics will be utilized within the parking lots for any pavement storm water discharges, Detention is required and the post development storm water runoff has been reduced to meet existing flows discharging to Tangerine Road. This has been accomplished by the installation of an upstream basin whicli_ '. intercepts the existing natural braided wash and is metered for discharge to attenuate the outflow. F:\OV\OV12\2006\OV12-06-14Veports\PPDPLPDRB.RPT OV120614.doc TOWN OF ORO VALLEY DEVELOPMENT REVIEW BOARD STAFF REPORT, OV12-06-14 Page 7 Grading A Type 2 Grading Permit will be required to construct building pads, retaining walls, drainage structures, utilities, parking lots and any other structures requiring grading on the project site. All grading shall adhere to the Rancho Vistoso PAD which allows for unlimited cut and fill with benching required every ten (10) feet of vertical relief. Traffic This development shall be served by two points of ingress/egress. The first, also known as Project Access Drive #1 shall intersect the Rancho Vistoso master planned street of Vistoso Park Road approximately 500 feet east of Innovation Park Drive. Vistoso Park Road shall be constructed as a part of the present site development from Innovation Park Drive to the eastern limits of this project. Future alignment of this street shall loop to the south to re -intersect Innovation Park Drive at the southern hospital entrance. The second access point, otherwise referred to as Project Access Point #2 shall be constructed at the northwest portion of the site discharging to Innovation Park Drive. This access point is approximately 2,300' north of Tangerine Road. Both Access Drives as well as the new portion of Vistoso Park Drive shall be afforded full turning movements for ingress/egress via existing median breaks in Innovation Park Drive and no median within Vistoso Park Drive. At present the current project does not warrant the installation of traffic signals to mitigate traffic flown The developer and/or future owners/assignees of this site shall bear all costs and install any and all traffiq' signals warranted by future increased traffic created by and/or expansion of this development. Conditions of Approval The engineering conditions of approval contained on Exhibit A do not materially affect the configuration of the development as presented within this report. Rather they are offered as requirements of development plart documentation that will be utilized to evaluate the future improvement plans. �.. PUBLIC INPUT: No formal neighborhood meetings have been held. No feedback has been received from the public regarding the proposed development. RECOMMENDATION: Staff has evaluated the proposal based on the standards and requirements of the General Plan, The Rancho Vistoso PAD, the OVZCR, and the TRCOD. Staff finds that the Preliminary Plat, Development Plan and Landscape Plan substantially meet all Town policies, standards, and guidelines. Approval is recommended subject to the conditions of Exhibit A. SUMMARY OF FACTORS: Findings in Favor 1. The proposal incorporates a large vegetated common area through the central portion of the property with walkways on both sides that will add an attractive amenity for tenants and the public. 2. The provision of an internal loop road within the project will help to contain circulation on the site. F:\OV\OV12\2006\OV12-06-14\reports\PPDPLPDRB.RPT OVI20614.doc TOWN OF ORO VALLEY DEVELOPMENT REVIEW BOARD STAFF REPORT, OV12-06-14 Page 8 3. There has been no formal opposition by neighboring property owners. 4. The areas between the buildings on Lot 1 will be used as courtyard area and as trail connections to provide a meaningful amenity for building tenants and customers. 5. The Common Area "A" will be made into a park -like amenity with extensive native vegetation and natural -appearing rock channels. 6. Both banks of Common Area "A" will have paved trails running along them with bench and landscape amenities along their course. 7. The berm area below the detention basin will be revegetated with native plant materials to help restore a natural appearance. 8. A large amount of native vegetation is being preserved for transplanting. Since last summer's copious Monsoon rains, the applicant has conducted another field review and has increased the amount of vegetation to be preserved. 9. The applicant has provided a significant amount of vegetated bufferyard areas, in excess of that required by code and has provided extensive landscaping around the buildings and in the parking islands. 10. The buildings have varying and staggered setbacks to create an aesthetically -pleasing streetscape. Findings A ag inst 1. None SUGGESTED MOTIONS: The DRB may wish to consider one of the following suggested motions: I move to [approve, approve with conditions, OR deny] OV12-06-14, Preliminary Plat, Development Plan, and Landscape Plan for the proposed commercial development located on proposed Lots 1-6, Rancho Vistoso Neighborhood 3, Innovation Corporate Center -East. Attachments: F 1. Exhibit A 2. Preliminary Plat/Development Plan 3. Landscape Plan 4. Proposed Venture West Open Space Realignment Map 5. Section 1.3, Rancho Vistoso PAD 6. Alternative Parking Compliance Analysis 7. RECON Environmental 9/22/06 Memorandum Cc: TOV: Shirley Gay Applicant: Paul Oland, Fax: 881.7492 �. Neil Simon, Fax: 722.1166 Tanning and Zoning Administrator F:\OV\OV 12\2006\OV 12-06-14\reports\PPDPLPDRB.RPT OV 120614.doc Town Engineer Exhibit A Conditions of Approval OV12-06-14 1. All trail alignments shall be depicted on the final plat. 2. Relocate the Office 12 passenger drop-off to the southeast side of the building. 3. Relocate the passenger drop-off located in the parking area to the east of Offices 1 and 2 and in the parking area to the north of Office 10 to locations adjacent to the buildings. 4. Sheet 2 of 10 of the DP should indicate 1:40 scale rather than 1:20. 5. No rip rap shall be used between the buildings. 6. The rip rap used in the channel shall be matched to natural rock on -site. 7. Indicate that the pedestrian crossings and passenger drop-off areas will utilize decorative paving or stamped concrete to match the type and color used for the roundabouts. 8. Provide a pedestrian crossing on the west side of Office 12 from the front of the building connecting the front of the building with the trail to the sidewalk at the corner of Innovation Park Drive and Vistoso Park Drive. 9. Provide at least 15 feet of clear zone/apron between the detention basin and the drain pipe as a scour area. 10. Office 10 must be offset at least three to four (3'-4') feet to vary the building setbacks and enhance the streetscape. 11. Show the continuation of the primitive trail to the property line on Sheet 7 of the DP and provide a general note stating this. 12. Add a general note that the Rancho Vistoso Neighborhood 3 PAD Amendment will require the primitive trail to continue north to Tangerine Road. 13. The entire drainage facility and the trail with associated amenities on the west bank of the channel will be constructed on the east side of Lot 1 and continuing south to Tangerine Road concurrent with the development of Lot 1. 14. The landscaping along Innovation Park Drive shall be per the approved Landscape Plan for Innovation Park Drive. 15. Revise the plans to incorporate all redline comments provided on the reviewed plan set. Items in graphite pencil are for the reviewer's purposes only, not intended to be comment for correction. This includes: a. Provide proposed spot elevations 10' from the perimeter of the buildings or flow arrows w/slope % to show a recommended 5% slope away from the buildings as per Terracon's Geotechnical Engineers Project Report # 63055074 dated June 15, 2005. The spot elevations at some of the buildings do not exhibit positive drainage away from the structure when the grade around the building is recessed 6" under the FIFE. Also, a minimum grade of 1.0% is required in non-hardscaped areas. b. Provide additional spot elevations to ensure ADA compliance throughout the site. These missing spot elevations are depicted with a red dot (•) on the Plan Sheet redlines. All ADA parking spaces shall exhibit slopes not to exceed 2.0% in any direction. Exhibit A- Conditions of Approval - 1 - c. Correct any non -acceptable slopes as identified on the redline plan comments. Minimum acceptable pavement and hardscape slope is 0.50%, minimum landscape area slope is 1.0% except in water harvesting. 16. Provide the following notes on the development plan: a. Any future development of the area will require additional Traffic Impact Analysis studies which provide evaluation of traffic signal warrants for the three driveways of the medical center, the intersection of Innovation Park Drive/South Vistoso Park Road, the intersection of Innovation Park Drive/Project Access #2, as well as any future intersections north of the project. b. The developer and/or future owners/assignees of this site shall bear all costs and install any and all traffic signals warranted by future increased traffic created by and/or expansion of this development or other developments planned. 17. Clearly indicate existing and proposed easements on and adjacent to the tract with their dimensions and purpose, giving recording data of existing easements. 18. Clarify any Lot #1 Boundary line and curve data which does not match what is stated in the Boundary Calculations. Make needed corrections on any applicable sheets. Show tic marks, or line termination points, to designate the end and/or beginning of each individual boundary line segment on all applicable sheets. Also, show boundary lines, bearing and distances on Sheet #1 with at least two ties to section corners or quarter corners. This information to be shown on the Project Overview. The two (2) existing parcel ties originating from Section 32 NW Quarter Corner are not tied to specific identifiable points. 19. Show the Sheet Index and the match lines on this Lot #1 Overview on Sheet #2. 20. Verify and exhibit that a SU-30 design vehicle will be able to negotiate a right turn from the north bound PAAL into the roundabout intersection just east of building 12 on Sheet #4. 21. Identify the 100-year ponding limits and the 100-year Water Surface Elevation (WSEL) of the Detention Basin on Sheet #5. 22. Clarify whether the channel invert on Sheet #5 northeast of Building #6 which has no bottom width will require "armoring". A stormwater discharge velocity above 5 fps will require "armoring" or some type of erosion protection. 23. Clarify the Detention Basin's berm proposed spot elevations and how they relate to the 2740' elevation lines at the crest of the berm on Sheet #5. Make any needed changes. 24. Clarify the excessive sidewalk grades adjacent to the west side of Building #8 on Sheet #6. The sidewalk elevation does not match the FFE of Building #8. 25. Change "2.5' overhang" to "3.0' overhang" in Detail 15/8 and Detail 4/8 on Sheet #8. Exhibit A- Conditions of Approval - 2 - 26. Show the "Buried Dumped Rock Erosion Protection Toe -Down" shown in Detail 13/8 on Sheet #8 alongside the channel in the Plan View on Sheet #6. 27. Clarify the dimensions of the RCBC stated within Detail 1/9 and Detail 2/9 on Sheet #9. Make needed changes. 28. Clarify Tangerine Road's Sta. 798+20 box culvert dimensions on Sheet #10 as compared to what is stated within the Drainage Report on Page #3. They do not match. Make needed corrections. 29. Please provide a detailed breakdown of the following Easement Documents which are stated in the Title Report's "Schedule B" Documents: o An easement for water lines and facilities and incidental purposes, recorded as Docket 8065, Page 993 of Official Records. o An easement for slope and maintenance and incidental purposes, recorded as Docket 9240, Page 331 of Official Records. o An easement for electric and communication lines and facilities and incidental purposes, recorded as Docket 12356, Page 701 of Official Records. o An easement for Sign and Monument Wall and incidental purposes, recorded as Docket 12582, Page 6069 and re -recorded as Docket 12617, Page 2199 of Official Records. 30. Replace "Section 32, Township 11 South, Range 14 East, Gila and Salt River Meridian, Santa Cruz County, Arizona" with "Sections 31 & 32, Township 11 South, Range 14 East, Gila and Salt River Meridian, Town of Oro Valley, Pima County, Arizona" in the Drainage Report. Also make these changes within the 404 Compliance Statement on Page #7. 31. Clarify the Qloo value of 710 cfs in the Greenway Channel (Downstream) in Figure 5 in the Drainage Report. An addition of the two (2) discharges of 480 cfs and 419 cfs should equal 899 cfs. Make needed changes. 32. Clarify the data for CP 3.1 in the last two (2) lines in the first paragraph under Watershed 3.0 on Page #18 of the Drainage Report. This data does not match what is shown on Fig. 4 Developed Conditions Map. Make needed corrections. 33. Clarify the slope and Vioo values for OS 6 on Page #20 of the Drainage Report. This data does not match the data shown on Fig. 4 Developed Conditions Map. Make needed corrections. 34. Landscape Plans must show and clearly delineate all underground utilities, including drainage structures that are portrayed on the Development Plan/Preliminary Plat for determination of planting clearances and conflicts. Show the missing underground utilities. Exhibit A- Conditions of Approval - 3 - 35. No landscaping will be permitted within a Drainage Channel. 36. Traffic Signal Warrant Analysis, Page 20, Warrant #7 and corresponding data in appendix: Provide traffic accident data in this report. Contact Town of Oro Valley Police Department to obtain said information. If there have been no accidents, please state so within report. Exhibit A- Conditions of Approval - 4 - M This map is meant for general Information use only, and does not necessarily depict the exact LF-7 location or natura of any TEP facilities. 10 cLF-17 '-1EJ 1 i i f i 't } i Ak, ?North Scale: 1. 100 11 14 31 2 11 14 31 1 — ------- -------- ------------ ---------- 11 14 31 3 11 14 31 4 WELL -ES E. Tm�gl,'in, Well #[5 14 NORTHWEST MEDI(Ai OFFICE 20 1"VS-E7 RVS-E8 17 TANGQ 4,8,1T2 .12 121 TANGERINE FRD PA 28 VCLF-20 z 0 0 z z ULF­21 31 2 VCLF-22 PNIEII 32 VCLF-23 J2 - I 2POS VCLF-24 25 kva 30 1721) TPAF (TPAF) i_ � Y Or OK �E W. RVS-E10 X TANGERINE RD Thls map iI; mepnt for Demers, Information use only, and does not necessarily depict the exact location or nature of any TEp facilities. no \I � • LAN DbGAVr. FLAN FOR MOSO NEIGHBORHOOD CORPORATE CENTER= El LnT 1 911h rla11: LANDSCAPE NOTES 1. ALL GRADING IS TO BE TRUE TO CONTOURS SHOWN WITH REVERSE CURVE AT TOP AND BOTTOM OF SLOPE TO ASSURE SMOOTH AND EVEN TRANSITIONS. THERE SHALL BE A CONTINUOUS SLOPE BETWEEN CONTOURS WITH ALL GRADES APPROVED BY OWNER PRIOR TO PLANTING. 2. CONTRACTOR TO MEET EXTERIOR GRADES AT PROPERTY LINES AND IS RESPONSIBLE FOR FINISH GRADES IN LANDSCAPING AREAS. OWNER TO APPROVE ALL GRADES. 3. SHRUB BEDS ARE TO BE GRADED AND TERRACED AS NEEDED TO RETAIN IRRIGATION WATER. 4. CERTAIN PLANT MATERIALS SPECIFIED TO BE INSTALLED AS PART OF THE WORK SHALL BE TAGGED BY OWNER AT PLACE OF GROWTH: PRIOR TO AWARD OF CONTRACT. A. ALL PLANT MATERIALS SHALL CONFORM TO NURSERY STANDARDS ACCORDING TO THE AMERICAN ASSOCIATION OF NURSERYMEN, INC., AND SHALL BE FREE FROM PESTS, EGGS, DISEASES, AND REPRESENTATIVE OF SPECIES IN SIZE, QUALITY, FORM AND COLOR. PLANTS SHALL NOT BE ROOT BOUND, DAMAGED OR SUBSTANDARD IN ANY WAY. ALL MATERIALS TO BEAR ORIGINAL LABELS. B. OWNER SHALL REVIEW AND TAG ALL PLANT MATERIALS AT NURSERY AND PRIOR TO PLANTING FOR CONFORMITY TO SPECIFICATIONS. C. ANY PLANT DEEMED SUBSTANDARD BY THE OWNER WILL BE REMOVED FROM SITE AND REPLACED BY CONTRACTOR AT CONTRACTOR'S COST. 5. TOP SOIL IS TO BE LOCAL, FRIABLE MATERIAL OF ACCEPTABLE QUALITY, FREE FROM EXTRANEOUS MATERIAL OVER 1" IN DIAMETER, WEEDS, CHEMICALS, SEEDS, AND NOXIOUS MATERIAL. THE pH TO RANGE FROM 6.5 TO 8.4 AND PPM OF SALT TO BE LESS THAN 1000. 6. TREES AND SHRUBS TO HAVE SOILS SAUCER AS INDICATED. 7. CONTRACTOR TO GUARANTEE PLANT MATERIALS AS FOLLOWS: A. 15 GAL. AND LARGER - ONE YEAR B. ALL OTHER PLANTS - SIX MONTHS C. UNIFORM STANDARD OF SEEDED AREAS WITH NO BARE AREAS, THIN AREAS OR SPOTS. 8. FINISH GRADE FOR PLANTED AREAS SHALL BE 1" BELOW ALL CURBS, WALKS AND PAVING WITH SMOOTH EVEN LINES AT EDGES OF STRUCTURES. NON -PLANTED AREAS TO BE RAKED AND COMPACTED AS NOTED AND LEFT SMOOTH AND EVEN WITH FINISH GRADE 1" BELOW ALL STRUCTURES. 9. PLANTING HOLES ARE TO BE 2 X ROOT BALL WIDTH AND 1-1/2 X ROOT BALL DEPTH. BACKFILL WITH 3/4 SITE SOIL AND 1/4 ORGANIC AMENDMENT. 10. SIZES, QUANTITY, TYPES OF PLANTS TO BE SHOWN ON DRAWINGS. 11. CONTRACTOR IS RESPONSIBLE FOR ALL PERMITS, COORDINATION, SCHEDULING, UTILITY VERIFICATION AND DAMAGES TO OTHER TRADES, AND UTILITY DAMAGE. 12. CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS AND ANY DISCREPANCY IS TO BE REPORTED TO OWNER PRIOR TO WORK IN THAT AREA. 13. CONTRACTOR SHALL INSURE PROPER DRAINAGE IN ALL PLANT HOLES. 14. ALL TREE AND SHRUB PLANTS TO RECEIVE AGRI-FORM TABLETS AS PER MANUFACTURER INSTRUCTIONS, AND IN ACCORDANCE WITH THE FOLLOWING TABLE: 1 GAL. - (2) 5 GRAM TABLETS 5 GAL. - (4) 5 GRAM TABLETS 15 GAL. - (12) 5 GRAM TABLETS 24 INCH AND LARGER - (18) 5 GRAM TABLETS 15. ALL PLANT MATERIALS SHALL BE PROPERLY STORED AFTER DELIVERY TO PROTECT THEM FROM WEATHER OR OTHER CONDITIONS WHICH COULD CAUSE DAMAGE. CONTRACTOR IS LIABLE FOR REPLACEMENT OF DAMAGED MATERIAL WITH LIKE MATERIAL FROM SAME SUPPLIER. 16. LAYOUT PLANTS AT LOCATIONS SHOWN ON THE DRAWINGS. USE 12" STAKES: COLOR CODED FOR EACH SPECIES OF PLANT. STAKE EACH TREE AND MAJOR SHRUB. 17. CONTRACTOR IS RESPONSIBLE FOR PRESERVATION AND WATERING OF ALL EXISTING PLANT MATERIALS TO REMAIN. FENCE OFF PLANT MATERIALS DURING CONSTRUCTION PERIODS TO AVOID DAMAGE. CONTRACTOR SHALL PAY FOR LIQUIDATED DAMAGES DUE TO PLANT MATERIALS LOST OR DAMAGED DURING CONSTRUCTION. 18. CONTRACTOR TO MAINTAIN ALL LANDSCAPE AREAS FOR A MINIMUM OF 90 DAYS AFTER COMPLETION OF PROJECT. 19. PROVIDE PROTECTION TO ALL PLANTS FROM RABBITS, INSECTS AND OTHER PESTS. SITE VISIBILITY TRIANGLE SIGNIFICANT VEGETATION MITIGATION AMOUNT OF SIGNIFICANT VEGETATION == 2640 SQ. FT. AMOUNT OF SIGNIFICANT VEGETATION DISTURBED = 2640 SQ. FT. PERCENTAGE OF SIGNIFICANT VEGETATION DISTURBED = 100% SIGNIFICANT VEGETATION DESTROYED MITIGATION REPLACEMENT TREES REQUIRED TREES (1) CERCIDIUM FLORIDUM (3) CERCIDIUM MICROPHYLLUM NATIVE PLANT SUMMARY 3:1 (1) 48" BOX (2) 36" BOX 3:1 (3) 48" BOX (6) 36" BOX 15 UNDERSTORY VEGETATION 45 BLUE RIBBON TRANSPLANT RED RIBBON WHITE RIBBON TOTAL PER PLANT DESTROY PRESERVE IN PLACE ACACIA CONSTRICTA WHITETHORN ACACIA 143 159 0 302 ACACIA GREGGII CAT CLAW ACACIA 10 25 0 35 CELTIS PALLIDA DESERT HACKBERRY 27 34 0 61 CERCIDIUM FLORIDIUM BLUE PALO VERDE 8 10 0 18 CERCIDIUM MICROPHYLLUM FOOTHILL PALO VERDE 78 32 0 110 FEROCACTUS WISLIZNEII FISH-HOOK BARREL 84 0 0 84 PROSOPISVELUTINA MESQUITE 28 16 0 44 ZIZYPHUS OBTUSIFOLIA GREY THORN 12 6 0 18 TOTAL 390 282 0 672 NOTE: THE NATIVE PLANT SUMMARY REFLECTS A VERBAL AGREEMENT WITH TOWN STAFF TO TRANSPLANT 50% OF THE PLANTS DEEMED TO BE DESTROYED PER HEALTH RELATED ISSUES. SUMMARY CHART HAS BEEN UPDATED TO REFLECT THE CHANGE. INVENTORY SHEETS AND AERIAL PHOTO WILL NOT BE UPDATED. COMMON AREA 'A' HYDROSEED MIX _= ORO VALLEY APPROVED SEED MIX LIST Key: A = Annual; P = Perennial; C = Germinates and thrives in the cool season; W = Germinates and thrives in warm season; C/1111= Germinates and thrives in cool/warm seasons. SPECIES PLS RATE LBS/ACRE Purple Three -Awn, Aristada purpurea, (P,W) 2.0 Sans Dropseed, Sporobolus crypthandrus, (P,W) 1.0 Indian Wheat, Plantago insularis, (A,C) 3.0 Desert Globe Mallow, Sphaeralcea ambigua, (P,C,W) 1.0 Desert Senna, Cassia covesii, (P,W) 2.0 Brittlebush, Encelia f., i-tosa, (P,C/vV) 2.0 Bursage, Ambrosia deltoidea, (P,C) 4.0 Turpentine Bush, Haplopappus laricifolius, (P,C,W) 1.0 Desert Marigold, Baileya multiradiata, (P,C,W) 1.0-2.0 Foothill Palo Verde, Corcidium microphyllum, (P,W) 2.0-3.0 Catclaw Acacia, Acacia greggii, (P,W) 2.0-3.0 Green Sprangle-Top, Leptochloa dubia (P,W) 1.0 Paper Flower, Psilostrophe cooperi, (P,CM) 1.0-2.0 Mexican Poppy, Escholtzia mexicana, (A,C) 1.0-3.0 Sand Verbena (P, C) 1.0-2.0 Whitethorn Acacia, Acacia constricta (P,W) 2.0-3.0 Creosote, Larrea tridentata (P,W) 6.0 Quail Bush, Atriplex IertiformiS (P, C) 3.0 Velvet Mesquite, Prosopis velutina (P, W) 1.0-2.0 Lupine (A, W) 1.0-3.0 Penstemon Parryi (P, C) 1.0-3.0 AREA TO BE HYDROSEEDED SHALL INCORPORATE THE USE OF IMPRINTING OR PITTING OF THE SOIL. TREES SYM. QTY. E4ZE PLANT NAME ® 65 15 GAL. ACACIA CONSTRICTA WHITETHORN ACACIA 143 - ACACIA CONSTRICTA WHITE THORN ACACIA 10 - ACACIA GREGGI WHITE THORN ACACIA 83 15 GAL. ACACIA GREGGII CAT CLAW ACACIA p 76 i :- GAL CERCIDIUM FLORIDUM 2 36"" BOX BLUE PALO VERDE COMMENTS TRANSPLANTED FROM ON SITE TRANSPLANTED FROM ON SITE SIGNIFICANT VEG. MITIGATION 1 ® 48" & 2 ® 36" 1 48 BOX 8 - CERCIDIUM FLORIDUM TRANSPLANTED 78 SEE GENERAL NOTES ON COVER SHEET 72 52 PEDESTRIAN ART SEATING AREA (PASA) 152 TO BE DESIGNED IN ACCORDANCE WITH THE PUBLIC 6 ART PLAN THAT WILL INCLUDE SEATING, SHADE, 3 PLANTING & PUBLIC ART AS APPROVED BY P.A.R.C. 28 + 60 The Engineering Planning Surveying Landscape Architecture Urban Design W Offices located in Tucson, Phoenix, and Las Vegas 4444 East Broadway Group Tucson, Arizona (520) 881-7480 Inc. BLUE PALO VERDE FROM ON SITE - CERCIDIUM MICROPHYLLUM TRANSPLANTED FOOTHILL PALO VERDE FROM ON SITE 24" BOX CERICIDIUM HYBRID 'DESERT MUSEUM' DESERT MUSEUM PALO VERDE 15 GAL. CHILOPSIS LINEARIS "LOIS ADAMS" DESERT WILLOW 15 GAL. PROSOPIS VELUTINA SIGNIFICANT VEG. MITIGATION 36" BOX VELVET MESQUITE 3 ® 48" & 6 0 36" 48" BOX PROSOPIS VIELUTINA TRANSPLANTED VELVET MESQUITE FROM ON SITE 15 GAL. PROSOPIS GLANDULOSA HONEY MESQUITE PLANT LEGEND SHRUBS SYM. QTY. SIZE PLANT NAME COMMENTS 63 5 GAL. ACACIA REDOLENS TRAILING ACACIA ® 56 5 GAL. AMBROSIA DELTOIDEA TRAILING ACACIA 0 24 5 GAL. CAESALPINIA MEXICANA MEXICAN BIRD OF PARADISE ® 75 5 GAL. CAESALPINIA PULCHERRIMA RED BIRD OF PARADISE 254 5 GAL. CALLIANDRA CALIFORNICA RED FAIRY DUSTER 564 5 GAL. CALLIANDRA ERIOPHLLYA PINK FAIRY DUSTER 27 - CELTIS PALLIDA TRANSPLANTED DESERT HACKBERRY FROM ON SITE 0 142 5 GAL. CELTIS PALLIDA DESERT HACKBERRY CO 470 1 GAL. CHRYSAC11NIA MEXICANA DAMIANITA 32 5 GAL. CORDIA PARVIFOLIA LITTLE LEAF CORDIA 78 5 GAL. DODONAEA VISCOSA HOPSEED BUSH 205 5 GAL ENCELIA FARINOSA BRITTLEBUSH 0 156 1 GAL. LANTANA MONTEMDENSIS PURPLE TRAILING LANTANA ® 186 5 GAL. LEUCOPHYLLUM FRUTESCENS GREEN CLOUD GREEN CLOUD TEXAS RANGER 227 5 GAL. LEUCOPHYLLUM LAEVIGATUM CHIHUAHUAN RAIN SAGE RP 116 5 GAL. RUELLIA PENINSULARIS BAJA RUELLIA 93 5 GAL. SIMMONDSIA CHINENSIS JOJOBA ® 175 1 GAL. VERBENA GOODINGGII GOODDING VERBENA 230 5 GAL. ZEXMENIA HISPIDA DEVIL'S RIVER 12 _ ZIZIPHUS OBTUSIFOLIA TRANSPLANTED tom' GREYTHORN FROM ON SITE n 32 5 GAL. ZIZIPHUS OBTUSIFOLIA ^GREYTHORN ACCENTS SYM. QTY. SIZE PLANT NAME COMMENTS 41 5 GAL. AGAVE PARRYI PARRY AGAVE 21 5 GAL. AGAVE PARRY TRUNCATA ARTICHOKE AGAVE 98 5 GAL. AGAVE VILMORINIANA OCTOPUS AGAVE 22 CARNEGIEA GIGANTEA SPEARS SAHUARO 252 5 GAL. DASYLIRION LONGISSIMUM TOOTHLESS SPOON {� 84 - FEROCACTUS WISLIZENII TRANSPLANTED FISH-HOOK BARREL FROM ON SITE 75 8"-10" ECHINOCATUS GRUSONII DIA. GOLDEN BARREL 671 5 GAL. HESPERALOE PARVIFLORA RED YUCCA Q 60 5 GAL. MUHLENBERGIA CAPIL.LARIS 'REGAL MIST' REGAL MIST DEER GRASS 21 5 GAL. OPUNTIA VIOLACIA 'SANTA RITA' PURPLE PRICKLY PEAR 4�9 89 5 GAL. OPUNTIA ENGELMANNII ENGELMANN'S PRICKL.EY PEAR INERT MATERIALS DECOMPOSED GRANITE COLOR: WILDCAT RED SIZE: 3/4" MINUS A LANDSCAPE PLAN FOR RANCHO VISTOSO NEIGHBORHOOD 3 INNOVATION CORPORATE CENTER- EAST LOT 1 BEING A PORTION OF SEC. 31 & 32 T 11 S R 14E, G&SRM TOWN OF ORO VALLEY, PIMA COUNTY, ARIZONA WLB NO. 185050-V-WO1 CONTOUR INTERVAL: 1' No. Date Item Scale AS SHOWN RANCHO VISTOSO NEIGH 3 LANDSCAPE PLAN Job No. 18505OV-W01-0200 INNOVATION CORPORATE CENTER EAST Date 13 DECEMBER 2007 PLANTING LEGEND Designed By KC Project Sheet Title Revisions cnecke<i By GLG OV12-06-14 Sheet 3 of E CU rn M 0 0 0 N cli U 0 a a� 0 a- 0) a Q J M Z a� ,z U J U L N Z 6 LID LO of Z Q W U Z cli J C� w Z O O H O Z i \ / , ` ♦ �_ JAq I O / JACI AC ' ' AC 1 // \ ` e ,'` / � � °� tea. � � � �- ♦ � _O A � - - I - 01 0 FAC _ r 97 A91 RP �, RP Ilk- O®- ®® USEA A- - I E OR O - _ c � _ - i� rS 1 I - /- a MATCHLINE - SEE SHEET 6 PASA = PEDESTRIAN ART SEATING AREA �' 20' 40' 60' TO BE DESIGNED IN ACCORDANCE WITH THE PUBLIC ART PLAN THAT WILL INCLUDE SEATING, SHADE, PLANTING AND PUBLIC ART AS APPROVED BY P.A.R.C. PLANT LEGEND INNOVATION CORPORATE CENTER= EAST lzt LOT 1 g BEING A PORTION OF z SEC. 31 & 32 T 11 S R 14E, G&SRM TOWN OF ORO VALLEY, PIMA COUNTY, ARIZONA U WLB NO. 185050—V—W01 CONTOUR INTERVAL: 1' OV12-06-14 N 0 -J a� L Engineering No. L�Tf 4 Planning Surveying The Date Item Scale 1"=20' G Sheet Landscape Architecture Urban Design `gm 25621 CV)a> Offices located in Tucson, Phoenix, m LANDSCAPE PLAN Job No. 18505OV-W01-0200 °' WLB and Las Vegas CORPORATE CENTER GARY L a)INNOVATION 4444 East Broadway EAST Date 13 DECEMBER 2007 GRIZZ o Group Tucson, Arizona (520) 881-7480 Inc. PLANTING PLAN Designed By Ke8• v of 17 o LO Project Sheet Title Revisions Checked By GLG 2�N)k 00 J 3.5 HiIGH CORATI / — / M ; l �'° �iui�PIL �+► r' EWA d it i o :.� � ♦ � , � raj `�� �. 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Project MATCHLINE - SEE SHEET 9 PLANTING PLAN Sheet Title \ No. Revisions Date A LANDSCAPE PLAN FOR RANCHO VISTOSO NEIGHBORHOOD 3 INNOVATION CORPORATE CENTER- EAST LOT 1 Item BEING A PORTION OF SEC. 31 & 32 T 11 S R 14E, G&SRM TOWN OF ORO VALLEY, PIMA COUNTY, ARIZONA WLB NO. 185050—V—W01 CONTOUR INTERVAL: 1' Scale 1 "=20' , .Job No. 18505OV-W01-0200 25621 GARY L Date 13 DECEMBER 2007 GRIZZLE Designed By KC 3' Checked By GLG NA OV12-06-14 Sheet Of a 0 J Z CL cc CO) co J 5D L N Cl) rn Z 0 to 0 LO OD J Z Q J (L w IL Q U U) 0 Z Q J CC'7 0 w Z O U) O U) O 2 U Z Q w 42 F('21IM4,21,40 .. NW �.. ♦� �I .. .tea I �4�' � ` ,_ ' / � ,��1r� /� , 0 .. 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The Engineering Planning Surveying Scale 1"=2Q' g of Sheet Landscape Architecture Urban Design m 25621 �`� co No. Date Item x. � VULB Offices located in Tucson, Phoenix, RANCHO VISTOSO NEIGH 3 LANDSCAPE PLAN Job No. 18505OV-W01-0200' .2 and Las Vegas GARY INNOVATION CORPORATECENTER FAST Date 13 DECEMBER 2007 sRIZZIE Z 4444 East Broadway Group Tucson, Arizona (520) 881-7480 PLANTING PLAN Inc. J Designed By KC s• of 1 7 LO Project Sheet Title Revisions Checked By GLG NA� J MATCHLINE - SEE SHEET 7 1 1 The MV FW M% Engineering Planning Surveying Landscape Architecture Urban Design W L B -_, MC Offices located in Tucson, Phoenix, � and Las Vegas Group _� 4444 East Broadway Tucson, Arizona 520 881-7480 Inc. Project No. Date PLANTING PLAN Sheet Title Revisions PLANT LEGEND SEE SHEET 3 PASA = PEDESTRIAN ART SEATING AREA TO BE DESIGNED IN ACCORDANCE WITH THE PUBLIC ART PLAN THAT WILL INCLUDE SEATING, SHADE, PLANTING AND PUBLIC ART AS APPROVED BY P.A.R.C. A LANDSCAPE PLAN FOR RANCHO VISTOSO NEIGHBORHOOD 3 INNOVATION CORPORATE CENTER- EAST Item LOT 1 BEING A PORTION OF SEC. 31 & 32 T 11 S R 14E, G&SRM TOWN OF ORO VALLEY, PIMA COUNTY, ARIZONA WLB NO. 185050-V-W01 CONTOUR INTERVAL: 1' Scale 1 "=20' .lob No. 18505OV-W01-0200 Date 13 DECEMBER 2007 Designed By KC Checked By GLG OV12-06-14 Sheet of F9 Z a J d W a U Z J cv W Z 0 U) 0 0 U Z a MATCHLINE - SEE SHEET 9 MATCHLINE - SEE SHEET THIS SHEET 0' 20' 40' 80' E9 6n-MMI The MV rW W% Engineering Planning Surveying Landscape Architecture Urban Design W L B -_' _ MW Offices located in Tucson, Phoenix, and Las Vegas Group _W 4444 East Broadway Tucson, Arizona 520 881-7480 Inc. Project MATCHLINE - SEE SHEET THIS SHEET . M M M M M M M M M M M M M M M M M M M. PLANTING PLAN Sheet Title MATCHLINE - SEE SHEET 11 PLANT LEGEND SEE SHEET 3 No. Date Revisions A LANDSCAPE PLAN FOR RANCHO VISTOSO NEIGHBORHOOD 3 INNOVATION CORPORATE CENTER- EAST Item LOT 1 BEING A PORTION OF SEC. 31 & 32 T 11 S R 14E, G&SRM TOWN OF ORO VALLEY, PIMA COUNTY, ARIZONA WLB NO. 185050- V- W01 CONTOUR INTERVAL: 1' Scale 1 "=20' .`oi., `,�].. ----•c m .lob No. 18505OV-W01-020 " 25621 MY L Date 13 DECEMBER 2007 GRIZZLE 21 Designed By KC8' Checked By GLG �IONA ._ OV12-06-14 Sheet 1 Of E cc 00 T r' C] 0 N co U 0 3 0 J CM Z a U 0 C M J (D 7 w C M 4) Z 0 LO 0 co Z Q J a- W Q U U) 0 Z C 2 C� W Z O U) O F- rn O 2 U Z Q J MATCHLINE - SEE SHEET 10 A __ - i-_ 3. a- _ W. ' • - �\ IIA T A T.Trp _ - - - - - --- -- - -- - 1� _ _ • O • - - - O .a. MATCHLINE - SEE SHEET THIS SHEET 0' 20' 40' 80' 6?%MEIE The Engineering Planning Surveying Landscape Architecture Urban Design WLB Offices located in Tucson, Phoenix, and Las Vegas J11 4444 East Broadway Group Tucson, Arizona (520) 881-7480 Inc. MATCHLINE - SEE SHEET THIS SHEET DUMPED ROCK GRADE CONTROL STUCTURES (TYP.) KANC;HO VISTOSO NEIGH 3 LANDSCAPE PLAN INNOVATION CORPORATE C NTER EAST PLANTING PLAN Project Sheet Title PLANT LEGEND SEE SHEET 3 No, Date Revisions A LANDSCAPE PLAN FOR RANCHO VISTOSO NEIGHBORHOOD 3 INNOVATION CORPORATE CENTER- EAST Item LOT 1 BEING A PORTION OF SEC. 31 & 32 T 11 S R 14E, G&SRM TOWN OF ORO VALLEY, PIMA COUNTY, ARIZONA WLB NO. 185050—V—W01 7 (((I CONTOUR INTERVAL: 1' �`n I1 Ar Scale 1 "=20' Job No. 18505OV-W01-0200 Date 13 DECEMBER 2007 Designed By KC Checked By GLG 25621 GARY L GRIZZLE OV12-06-14 Sheet 11 Of f; CQ 0 7t r 0 C) N M U 0 3 J M Z CL M U c J 7 C N M Z 6 0 07 Z J W d U U) Z J M W Z CT U) 0 Z IRRIGATION 1. GENERAL A. DRAWING IS SCHEMATIC, FOLLOW AS CLOSE AS PRACTICAL; MAKE NO CHANGES OR ALTERATIONS WITHOUT THE PRIOR APPROVAL OF THE OWNER OR HIS REPRESENTATIVE. B. THE CONTRACTOR SHALL VERIFY AVAILABLE WATER PRESSURE ON THE SITE, PRIOR TO BEGINNING WORK. IF THERE IS A DISCREPANCY BETWEEN THIS READING AND THE MINIMUM PRESSURE REQUIRED, AS NOTED ON PLAN, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER. C. THE CONTRACTOR SHALL COMPLY WITH ALL LAWS, RULES AND REGULATIONS OF ALL AUTHORITIES HAVING JURISDICTION OVER THE PREMISES; THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS FOR THIS WORK. D. THE CONTRACTOR SHALL CAREFULLY STUDY THE DRAWINGS, AND SHALL CAREFULLY EXAMINE THE SITE, AND SHALL BE AWARE OF ALL EXISTING WORK AND CONDITIONS THAT COULD POSSIBLY AFFECT THE IRRIGATION WORK. E. THE ACT OF SUBMITTING A BID PROPOSAL FOR THE WORK REQUIRED AND INCLUDED IN THE CONTRACT IS EVIDENCE THAT THE CONTRACTOR HAS BECOME COMPLETELY FAMILIAR WITH ALL SITE CONDITIONS AND IS FAMILIAR WITH ALL REQUIREMENTS OF THE CONTRACT. F. THE CONTRACTOR IS RESPONSIBLE FOR DAMAGES TO ALL WORK PREVIOUSLY PERFORMED BY OTHERS, AND SHALL REPAIR AT HIS OWN EXPENSE, ALL SUCH DAMAGE TO THE COMPLETE SATISFACTION OF THE OWNER. G. THE CONTRACTOR SHALL FURNISH A SYSTEM THAT PROVIDES COMPLETE COVERAGE TO ALL INTENDED AREAS. ADD ADDITIONAL EMITTERS AND ADJUST ALL EMITTERS TO PROVIDE FOR MAXIMUM COVERAGE AND EFFICIENCY. H. THE OWNER RESERVES THE RIGHT TO REJECT ANY MATERIALS OR WORKMANSHIP. I. THE CONTRACTOR SHALL REVIEW THE GENERAL CONDITIONS AND GENERAL REQUIREMENTS WHICH CONTAIN INFORMATION AND REQUIREMENTS THAT APPLY TO THIS SECTION. 2. SUBMITTALS A. PRIOR TO THE SUPPLY AND INSTALLATION OF ANY IRRIGATION EQUIPMENT, THE CONTRACTOR SHALL SUBMIT FOR APPROVAL, CATALOG CUTS AND TECHNICAL INFORMATION ON THE ITEMS LISTED BELOW: 1. PVC PIPE AND FITTINGS 2. EMITTERS 3. REMOTE CONTROL VALVE 4. IRRIGATION CONTROLLER 5. BACKFLOW PREVENTERS 6. VALVE BOXES 3. MATERIALS A. ALL MATERIALS SHALL BE NEW AND UNUSED AND SHALL HAVE A MINIMUM GUARANTEE OF ONE YEAR AGAINST DEFECTS AND DEFECTIVE WORKMANSHIP. B. MATERIAL SPECIFIED BY NAME AND/OR MODEL NUMBER SHALL BE INTERPRETED AS ESTABLISHING A SPECIFICATION FOR THE GENERAL TYPE, QUALITY, CONSTRUCTION AND CHARACTERISTIC OF THE PRODUCT DESIRED. ALL REQUESTS FOR SUBSTITUTION OF MATERIALS MUST BE SUBMITTED IN WRITING TO THE OWNER FIVE (5) DAYS PRIOR TO THE BID OPENING DATE. MATERIALS NOT SO SUBMITTED WILL NOT BE APPROVED FOR INSTALLATION. C. LOW VOLTAGE CONTROL WIRE SHALL BE NO. 14 UF, UL APPROVED. USE RED FOR CONTROL AND WHITE FOR COMMON. D. AUTOMATIC ELECTRIC REMOTE CONTROL VALVES SHALL BE PROVIDED WITH A THROTTLING STEM AND A MANUAL VENT. E. WIRE SPLICES SHALL BE COMPLETED WITH PEN-TITE TYPE UNITS. 4. INSTALLATION A. THE CONTRACTOR SHALL COORDINATE WITH ALL OTHER CONTRACTORS FOR THE PLACEMENT OF ALL NECESSARY SLEEVES, WIRE, PIPE AND CONDUIT. THE IRRIGATION CONTRACTOR SHALL FURNISH AND INSTALL ALL SLEEVES REQUIRED FOR THE IRRIGATION SYSTEM. B. THE CONTRACTOR SHALL MAINTAIN ONSITE, ONE CLEAN DRAWING THAT SHOWS NEATLY IN RED PENCIL, ALL CHANGES FROM THE DESIGN IN THE LOCATION OF PIPE, REMOTE CONTROL VALVES, CROSS CONNECTION CONTROL DEVICES, SPRINKLER HEADS, CONTROLLERS, AND ALL OTHER MAJOR COMPONENTS. TRANSFER ALL INFORMATION FROM THE PROGRESS "AS -BUILT" DRAWINGS TO REPRODUCIBLE DOCUMENTS REQUESTED FROM THE OWNER'S REPRESENTATIVE. THIS DRAWING SHALL BE SUBMITTED TO THE OWNER PRIOR TO SEEKING FINAL ACCEPTANCE OF THE SYSTEM. C. NO WIRE SPLICES PERMITTED BETWEEN IRRIGATION CONTROLLER AND REMOTE CONTROL VALVES. BUNDLE AND TAPE THE WIRE TO THE UNDERSIDE OF THE MAINLINE PIPE AT 30 FOOT INTERVALS. AT ALL LOCATIONS WHERE THE WIRE IS NOT UNDER THE MAINLINE PIPE, PLACE THE WIRE WITHIN A PVC PIPE CONDUIT AT MAINLINE PIPE DEPTH. D. USE LIQUID TEFLON OR TEFLON TAPE ON ALL THREADED CONNECTIONS. DO NOT USE PIPE DOPE ON PLASTIC THREADS. E. INSTALL ONLY ONE REMOTE CONTROL VALVE PER ACCESS BOX. The VV FW W% Engineering Planning Surveying Landscape Architecture Urban Design WEB -_' - ® EW Offices located in Tucson, Phoenix, and Las Vegas Group __ 4444 East Broadway Tucson, Arizona 520 881-7480 Inc. Project ■ ■ I L91 1: F. PVC PIPE: 1. BURIAL DEPTH: MAIN LINE AT 24" SOIL COVER LATERAL LINE AT 18" SOIL COVER 2. MINIMUM CLEARANCE FOR PIPES IN COMMON TRENCH SHALL BE 4". 3. MINIMUM TRENCH WIDTH SHALL BE TWICE THE DIAMETER OF THE PIPE BEING INSTALLED THEREIN. 4. USE PVC PRIMER ON ALL SOLVENT WELDED SURFACES. 5. INSTALL ALL PIPE LINES WITHIN PLANTING AREAS, AT ALL LOCATIONS POSSIBLE. 6. ALL PIPE PASSING UNDER WALKS, DRIVES, AND WALLS SHALL BE SLEEVED WITH PVC PIPE. 7. BACKFILL MATERIAL SHALL BE ROCK FREE. BACKFILL IN 6" LIFTS AND MECHANICALLY TAMP OR WATER IN. BACKFILLING SHALL BE DONE IN SUCH A MANNER TO PREVENT FUTURE SETTLING. SHOULD SETTLING OCCUR WITHIN ONE YEAR, THE CONTRACTOR SHALL MAKE REPAIRS, AS DIRECTED, TO THE COMPLETE SATISFACTION OF THE OWNER. 8. PRESSURE TEST THE MAINLINE AT 100 PSI FOR TWO HOURS. PLACE ENOUGH SOIL TO PREVENT PIPE MOVEMENT, LEAVING VISIBLE ALL THREADED AND SOLVENT WELD CONNECTIONS. ALL LEAKS SHALL BE REPAIRED OR FITTINGS REPLACED IF SO DIRECTED. 9. PRIOR TO INSTALLING EMITTERS, THOROUGHLY FLUSH ALL PIPE LINES, CAP ALL RISERS AND TEST ALL LINES AT THE HIGHEST OBTAINABLE PRESSURE FROM EXISTING SOURCE. REPAIR ALL DEFECTS. G. INSTALL THE IRRIGATION CONTROLLER AT THE LOCATION SHOWN ON THE DRAWING, OR AS DIRECTED BY THE OWNER. H. ALL PARTS OF THE IRRIGATION SYSTEM AND ASSOCIATED EQUIPMENT SHALL BE ADJUSTED TO FUNCTION PROPERLY AND SHALL BE TURNED OVER TO THE OWNER IN FULL OPERATING CONDITION. THE CONTRACTOR SHALL MAINTAIN THE IRRIGATION SYSTEM UNTIL FINAL ACCEPTANCE BY THE OWNER. I. THE CONTRACTOR SHALL REMOVE ALL ROCKS, EXCESS DIRT, AND DEBRIS, AND EQUIPMENT FROM THE SITE AT THE COMPLETION OF THE WORK. J. THE CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR FROM DATE OF ACCEPTANCE OF THE SYSTEM BY THE OWNER. MAKE REPAIRS, AS DIRECTED, AT NO EXPENSE TO THE OWNER. K. AT THE COMPLETION OF THE WORK, THE CONTRACTOR SHALL FURNISH TO THE OWNER IN A THREE RING BINDER: 1) COMPLETE CONTROLLER OPERATION AND PARTS MANUAL: 2) COMPLETE ELECTRIC CONTROL VALVE PARTS SHEETS: 3) PARTS SHEETS FOR EACH TYPE OF EMITTER:. IRRIGATION NOTES 1. IRRIGATION PLAN IS SCHEMATIC AND DRAWN FOR GRAPHIC CLARITY. INSTALL EQUIPMENT WITHIN PLANTING AREAS AND ADJACENT TO WALKWAYS WHEREVER POSSIBLE. 2. IRRIGATION SYSTEM IS DESIGNED FOR A MINIMUM PRESSURE OF 50 PSI. PRIOR TO START OF IRRIGATION WORK, CONTRACTOR SHALL. VERIFY EXISTING WATER PRESSURE AT THE METER (ASSUMED TO BE 50 PSI) AND NOTIFY OWNER'S REPRESENTATIVE OF ANY DISCREPANCY BETWEEN EXISTING PRESSURE AND DESIGN PRESSURE BEFORE PROCEEDING WITH WORK. 3. COORDINATE WITH OTHER WORK AS REQUIRED TO PROVIDE POWER TO IRRIGATION CONTROLLERS. 4. MAKE IRRIGATION POINTS OF CONNECTION TO NEW POTABLE WATER LINES AS INDICATED ON PLANS AND COORDINATE WITH OTHER WORK AS REQUIRED. 5. EXACT LOCATION OF CONTROLLER TO BE APPROVED PRIOR TO INSTALLATION. 6. CONTRACTOR RESPONSIBLE FOR ALL SLEEVES. INSTALL ALL PIPE AND WIRE UNDER PAVING OR WALLS IN SLEEVE, SIZE TO BE TWICE THE COMBINED DIAMETER OF LINE(S) BEING SLEEVED OR 4" MIN. COORDINATE WITH OTHER WORK AS REQUIRED TO PROVIDE NECESSARY SLEEVES, EVEN IF NOT SHOWN PLANS. 7. INSTALL 3/4" EMITTER TUBING WITH DRIP EMITTERS AS REQUIRED TO PROVIDE IRRIGATION TO ALL PLANT MATERIALS AS SHOWN ON PLANTING PLANS. 8. LAYOUT EMITTER TUBING PARALLEL TO TOPOGRAPHY WHEREVER POSSIBLE. INSTALL AUTOMATIC FLUSH TYPE END CAP AT ENDS OF ALL 3/4" LINES AND FLUSH THOROUGHLY BEFORE INSTALLING EMITTERS. BURY TUBING AT AN 8" DEPTH. 9. FOR SHRUBS: INSTALL SINGLE OUTLET EMITTERS AS FOLLOWS: (2) 1-GPH EMITTERS AT EACH 5 GALLON PLANT (1) 1-GPH EMITTERS AT EACH 1 GALLON PLANT MULTI -OUTLET EMITTERS MAY BE SUBSTITUTED FOR INDIVIDUAL EMITTERS. 10. FOR TREES: INSTALL MULTI -OUTLET t-MITTER AS FOLLOWS: (8) 1-GPH EMITTERS AT EACH 36" BOX (6) 1-GPH EMITTERS AT EACH 24" BOX (4) 1-GPH EMITTERS AT EACH 15 GALLON 11. SINGLE OUTLET EMITTER - RAINBIRD XB-10PC, OR EQUAL MULTI -OUTLET EMITTER - RAINBIRD XBT-10-6, OR EQUAL MULTI -OUTLET EMITTERS MAY BE SUBSTITUTED FOR INDIVIDUAL EMITTERS. 12. USE SHORT PIECES OF 1/4" DISTRIBUTION TUBING (MAXIMUM LENGTH 8') TO EXTEND EMITTERS TO EACH ROOTBALL. HOLD IN PLACE WITH STAKES. 13. REVIEW EMITTER LAYOUT WITH LANDSCAPE ARCHITECT AND ADJUST NUMBER OF EMITTERS FOR SPECIFIC PLANTS WHICH REQUIRE GREATER OR LESSER VOLUME OF WATER THAN INDICATED. 14. IRRIGATION CONTRACTOR SHALL SUBMIT AN IRRIGATION SCHEDULE FOR REVIEW. Sheet Title IRRIGOT10N LEGEND SYM. DESCRIPTION REMARKS ® CONTROLLER MOUNT ON BACK OF WALL IRRITROL: MC 30 PLUS B B BACKFLOW PREVENTER ENCLOSURE: GUARDSHACK FEBCO: 825Y - 1 INCH COLOR: WOODLAND TAN DRIP VALVE ASSEMBLY VALVE IRRITROL: 700 SERIES ULTRA FLOW OR EQUAL WYE FILTERS RAINBIRD RBY-150MX OR EQUAL PRESET PRESSURE REGULATOR SENNINGER 25 PSI, LOW FLOW o QUICK COUPLING VALVE RAINBIRD 33 DLRC OR EQUAL Y BRASS GATE VALVE _-----____= SLEEVES, SCH. 40 PVC, 4" MIN. MAIN LINE SCH. 40 PVC, SOLVENT WELD LATERAL LINE CLASS 200 PVC, SOLVENT WELD APPROXIMATE AREA TO BE IRRIGATED BY EACH DRIP CIRCUIT TYPICAL EMITTER LINE LAYOUT TYPICAL VALVE CALL OUT A-13 2.3 HRUB No. Revisions Date EMITTER LINE END CAP 3/4" POLYETHLENE TUBING 1/8" DISTRIBUTION TUBING EMITTERS NREA TO BE IRRIGATED BY EACH DRIP CIRCUIT 'RESSURE REGULATOR -ATERAL LINE EMITTER CONTROL ASSEMBLY MAINLINE CONTROLLER & VALVE NUMBER SIZE OF VALVE GALLONS PER MINUTE ZONE DESIGNATION A LANDSCAPE PLAN FOR RANCHO VISTOSO NEIGHBORHOOD 3 INNOVATION CORPORATE CENTER- EAST Item LOT 1 BEING A PORTION OF SEC. 31 & 32 T 11 S R 14E, G&SRM TOWN OF ORO VALLEY, PIMA COUNTY, ARIZONA WLB NO. 185050-V-W01 CONTOUR INTERVAL: 1' Scale N/A Job No. 185050V-W01-0200 Date 13 DECEMBER 2007 Designed By KC Checked By (;l (; OV12-06-14 Sheet Of E co 0 v 0 0 N M 0 W 'cF: N a J z :Z U c J a� L 0) \ c� a� Z 0 LO 0 L0 OD J Z J tl w 0- U U) z J cl 0 w Z O Cn O C0 O U Z Q A LANDSCAPE PLF FOR RANCHO \/ISTOSO NEIGH NOVATION CORPORATE � LOT 9 if �vr�rivvv '�1►IT�Q_ C /I •PhIraI 09 40' 80, 120' F9 6?%=0=M1 The WV rW W% Engineering Planning Surveying Landscape Architecture Urban Design WEB Offices located in Tucson, Phoenix, Wand Las Vegas 4444 East Broadway Group JLM Tucson, Arizona (520) 881-7480 Inc. Project MATCHLINE - SEE SHEET 12 MATCHLINE - SEE SHEET 15 IRRIGATION PLAN Sheet Title No. Date Revisions A LANDSCAPE PLAN FOR RANCHO VISTOSA NEIGHBORHOOD 3 INNOVATION CORPORATE CENTER- EAST Item LOT 1 BEING A PORTION OF SEC. 31 & 32 T 11 S R 14E, G&SRM TOWN OF ORO VALLEY, PIMA COUNTY, ARIZONA WLB NO. 185050- V- W01 CONTOUR INTERVAL: 1' Scale 1 "=40' ,lob No. 18505OV-W01-0200 Date 13 DECEMBER 2007 Designed By KC Checked By GLG OV12-06-14 Sheet 14 of 5; Q In N ti O O N ('7 U N 0 0 Fal Z Q J 0- W Q U 0 Z Q J cM -17 Z O O H U) O 2 U Z Q ry MATCHLINE - SEE SHEET 14 MATCHLINE - SEE SHEET THIS SHEET 0' 40' 80' 120' Ell 60nmMPME1 The MV rW W% Engineering Planning Surveying Landscape Architecture Urban Design WEB Offices located in Tucson, Phoenix, Wand Las Vegas 4444 East Broadway Group Inc. JLM Tucson, Arizona (520) 881-7480 Project MATCHLINE - SEE SHEET THIS SHEET IRRIGATION PLAN Sheet Title No. Revisions Date A LANDSCAPE PLAN FOR RANCHO VISTOSO NEIGHBORHOOD 3 INNOVATION CORPORATE CENTER- EAST Item LOT 1 BEING A PORTION OF SEC. 31 & 32 T 11 S R 14E, G&SRM TOWN OF ORO VALLEY, PIMA COUNTY, ARIZONA WLB NO. 185050-V-W01 CONTOUR INTERVAL: 1' Scale 1"= Job No. 185050V-W01-0200 Date 13 DECEMBER 2007 Designed By Checked By LG OV12-06-14 Sheet 1 Of E 00 N ti O O N f7 U N 0 a LO Q J C7 Z CL cc N a cc J N L 2) a) Z 0 O OD J FINISH GF OF SLOPE BACKFILL MIXTURE 2/3 SITE SOIL 1/3 SOIL AMENDMEI -REE 'TAKE IODEGRADABLE REE TIE AND CHAFING GUARD =ORM A 4" DEEP BASIN ►ROUND TREE ill=111=11��—SLOW RELEASE ROOT BALL FERTILIZER TABLETS SIZE VARIES _"IRCULAR PLANT PIT I'1 1f1-111-ICI" I�Iiillll- TAPER SIDES AND 3 TIMES BALL SCARIFY SIDES WIDTH MIN. AND BOTTOM NOTE: 1. REMOVE ALL NURSERY STAKES AND CONTAINERS 2. WATER SETTLE BACKFILL 6" LIFTS TREE PLANTING ON SLOPE SCALE: NTS FINISH GRADE SHRUB FORM A 3" DEEP BASIN AROUND SHRUB SLOW RELEASE FERTILIZER TABLETS Ni=1 I — =I I1-1 = 1-111=!! I-1I i=1I CIRCULAR PLANT PIT BACKFILL MIXTURE !I=1 I I I I=1 i i �I l iI TAPER SIDES AND =1 I I � � hI I I-1, ?—III I I,-1 I I 2/3 SITE SOIL -"'—"'_'''_' "—"'—" —' "— SCARIFY SIDES 1/3 SOIL AMENDMENT 3 11MES BALL AND BOTTOM WIDTH NOTE: 1. WATER SETTLE BACKFILL 6" LIFTS SHRUB PLANTING SCALE: NTS FINISH GRADE OF SLOPE SHRUB BACKFILL MIXTURE 1i1�111 FORM A 4" DEEP BASIN I _ _ 2/3 SITE SOIL=1�IIr,I Ill AROUND TREE 1/3 SOIL AMENDMENT _I 11= ROOT BALL =i ?=1 i i=1 1-1 i 1=I i L I' I I —I I — ' — SLOW RELEASE (SIZE VARIES) !—I f 1=i I! LI I I, li i 1=? I V=1T=1 a l lE 11 IEE i 1=1, =1 f I—III-1 11= FERTILIZER TABLETS —1 I I —I I I —I I?=1 I I=1 1=i i i-1 '-I!I-IIC-fif-Ill,; ?l„ 111- CIRCULAR PLANT PIT 3 TIMES BALL TAPER SIDES AND WIDTH MIN. SCARIFY SIDES AND BOTTOM NOTE: 1. WATER SETTLE BACKFILL IN 6" LIFTS SHRUB PLANTING ON SLOPE NTS DECOMPOSED GRANITE/DECORATIVE ROCK PER PLANTING LEGEND NOTE: APPLY PRE EMERGENT HERBICIDE INERT GROUNDCOVER SCALE: NTS 1/4" DISTRIBUTION TUBE SINGLE OUTLET EMITTER N PLANT CENTER FINISH GRADE li- ��; ROOT BALL PLANT PIT I� —. 3/4" POLYETHYLENE 9 ACIk,,!lk TUBING NOTE: IF PLANTED ON SLOPE, PLACE EMITTER ON UPHILL SIDE OF PLANT SINGLE OUTLET EMITTER SCALE: NTS I P.W 5 FOOT RADIUS TREE TRUNK DISTRIBUTION TUBING DISCHARGE POINT 1" ABOVE FINISH GRADE LATERAL LINE OR EMITTER TUBING MULTI -OUTLET EMITTER EMITTER PLACEMENT AT TREES NTS FORM A 4" DEEP E AROUND TREE FINISH GRADE BACKFILL MIXT 2/3 SITE SOIL 1/3 SOIL AMEN[ ROOT (SIZE VAKitS) 3 TIMES BALL WIDTH NOTE: 1. REMOVE ALL NURSERY STAKES AND CONTAINERS 2. WATER SETTLE BACKFILL IN 6" LIFTS TREE PLANTING NTS TREE STAKE BIODEGRADABLE TREE TIE CHAFING GUARD SLOW RELEASE FERTILIZER TABLETS CIRCULAR PLANT PIT TAPER SIDES AND SCARIFY SIDES AND BOTTOM FINISH GRADE HOSE END FLUSH CAP -12" PLASTIC VALVE BOX W/LOCKING LID -BEE PROOF LID -3/4" BALL VALVE SMT (3/4" MHT X SPIN LOCK) (TYPICAL OF 2) -3/4" X 36" LONG POLYENTHYLENE DRIP TUBING COMPACTED SUBGRADE -SCH 40 PVC S x T STREET ELL BRICK (2 REQUIRED MIN.) 3/4" GRAVEL SUMP AT 12" DEPTH ��!�SCH 40 PVC NIPPLE SCH 40 PVC SLIP COUPLING SCH 40 PVC DRIP IRRIGATION LATERAL FLUSH END ASSEMBLY SCALE: NTS PVC PVC LATERAL WIRING FROM CONTROLLER SUB -MAIN TO R/C VALVES. tv llj=1 FT _ICI-�I FOR MAIN LINE NOTE: TAPE & BUNDLE WIRING AT 10' INTERVALS 0 NOTES: 1. ALL 120 VOLT WIRING IN CONDUIT TO BE INSTALLED AS PER LOCAL CODES. 2. INSTALL TACER WIRE PER IRRIGATION NOTES. 3. PROVIDE 3" BEDDING AND 3" COVER OF FINE SAND AROUND PIPES. FILL MATERIAL TO BE ROCK & DEBRIS FREE BACKFILL IN 6" LIFTS, PUDDLE WITH WATER BETWEEN LIFTS. 4. SUB -MAIN AND LATERAL LINE SHALL BE PLACED IN 4" PVC SLEEVES UNDER ALL SIDEWALKS. SEE PLANS FOR LOCATIONS. 5. MIN. 3" SPACE BETWEEN ALL PIPES/WIRE IN TRENCH. TRENCHING DETAIL SCALE: NTS MULTI -OUTLET EMITTER (6 outlets) 3/4" POLYETHYLENE TUBING )oo-o-o O_O_G_O CARSON INDUSTRIES 6" ROUND MODEL #510-12 WITH CONTINUOUS LIP OR APPROVED EQUAL LID TO BE BEE PROOF �-- FINISH GRADE 000000� O0.. OO..G 1/4" DISTRIBUTION TUBING 3 4" DEPTH COARSE GRAVEL MULTI OUTLET EMITTER SCALE: NTS CONTROLLER - MOUNT AT EYE -LEVEL AS APPROVED DISCONNECT SWITCH 120 POWER SOURCE IN STEEL CONDUIT NOTE: GROUND CONTROLLER PER CONTROLLER MANUFACTURER RECOMMENDATIONS AND PER LOCAL CODE. WALL MOUNT CONTROLLER NTS BALL VALVE SHUT OFFS GALV. UNION I �y z FINISH GRADE �'I 2 � A11 RAIAI T\/M .. WATER PROOF CONNECTION 30-INCH LINEAF LENGTH OF WIF COILED 3/4" POLYETHYLE TUBING PRESSURE REGULATOR DUTY CONCRETE BOX WITH PER IRRIGATION LEGENC CAST IRON LID AS MANUFACTURED BY PVC LATERAL ACTORS AND ENGINEERS SUPPLY 'ROVED EQUAL. 'QUICK COUPLING VALVE V #4 REBAR TO HOLD 3 OUPLER IN PLACE W/ STAINLESS STEEL CLAMPS CH. 80 6" NIPPLE I/4 " CRUSHED GRAVEL SUMP 1 CU. FT. REMANUFACTURED WING JOINT (SPEARS LASCO OR FLOW AM RIGID STEEL CONDUIT W/ 24 VOLT WIRES TO VALVES FINISH GRADE IUIT TO EXTEND BEYOND WALL BACKFLOW PREVENTER PER IRRIG. LEGEND GALV. ELLS GALV. NIPPLES I GALV. STEEL PIPE I I BACKFLOW PREVENTER ENCLOSURE PER IRRIG. LEGEND 4" THICK (I I 1 l CONCRETE PAD l PVC ADAPTOR 30" 111—i BEYOND UNIT NOTE: PROVIDE BACKFLOW TESTING PER TUCSON WATER STD. BACKFLOW PREVENTER SCALE: NTS WYE FILTER PER IRRIGATION LEGEND BALL VALVE PER IRRIGATION LEGEND FINISH GRADE CONCRETE BOX W/CAST IRON LID SIZE AS REQUIRED BEE PROOF LID 12" THICK, 3/4" GRAVEL SUMP MAINLINE REMOTE CONTROL VALVE PER IRRIGATION LEGEND NOTE: BUNDLE & TAPE WIRE EVERY 10 FT. SEAL WIRE ENDS WITH SPLICING MATERIAL DRIP VALVE ASSEMBLY SCALE: NTS A LANDSCAPE PLAN FOR PPROVED EQUAL) RANCHO V I STOSO NEIGHBORHOOD 3 a I/DTI IPYl11 IT INNOVATION CORPORATE CENTER= EAST r vl. iwr�uv LIIVC J 1 VUIJV 1 QUICK COUPLER ASSEMBLY SCALE: NTS The Engineering Planning Surveying No. Landscape Architecture Urban Design RANCHO VISTOSO NEIGH 3 LANDSCAPE PLAN WLB 1ROffices located in Tucson, Phoenix, and Las Vegas INNOVATION CORPORATECENTER EAST 4444 East Broadway GroupIVI Tucson, Arizona (520) 881-7480 Inc. DETAILS Protect Sheet Title Revisions Date Item LOT 1 BEING A PORTION OF SEC. 31 & 32 T 11 S R 14E, G&SRM TOWN OF ORO VALLEY, PIMA COUNTY, ARIZONA WLB NO. 185050— V— WO1 CONTOUR INTERVAL: 1' N Scale AS SHOWN -.°j" G�`r. - `s Job No. 25621 185 OV-WO -0 0 GARY L Date 13 DECEMBER 2007 GRIZZLE Designed By KC8' Checked By GLG �ZoNA `,. Q J Z CL m U OV12-06-14 CU L J.+ Sheet 16 > s= Z LID Of 7 i0 00 J Z J 0- w a U U) 0 z J _ (D w z 0 U) O U) > O U Z Of The MV rW W% Engineering Planning Surveying Landscape Architecture Urban Design W L B -_' _ � Offiices located in Tucson, Phoenix, and Las Vegas Group __ 4444 East Broadway Tucson, Arizona (520) 881-7480 Inc. Project ERM - 3:1 SLOPES Ih- _ El i I ---I 11-1 ! i i`I ! I..�! I i-1 1 !6 i !1 —! i 1 _ _ L _ S'-- _ - - ` �i ' _ - _ - - _ ._ : s • • • - _ Ti 1!i{:,t!�I !I1;� = _ _ - -_ .-- -I:I i ! -I ! � —1! —1 - .I i I i !_ � !_ I ! 1--! I 'v _--I ! ' � � '— I i {—_' � i—! 11---- ' - _ ti _ w 1. •�i _ Z ` . - lI„`!1�! ! !�! f !-! !-! ! i _I ! { I !=! -_`- __I I ;{ i I—_..t f I I�-! i -1_,i i {� —I 1 I - _I_�-,� !!=f!!=!I!- �_I' ; L -! 's i=1 I I—! I 1-1 i I—! ! i=! { I--i ! •:=1 I 1=! ! !—I 1 i—; { i_:.f ! !_! 1, •- _ _ - _ - -. - - COURTYARD AND PERIMETER WALL DETAILS Sheet Title PERIMETER WALL/BERM ELEVATION SCALE: NTS No. Date WALL CAP: CULTURED STONE OR EQUAL 12"x20" CHISELED WALL CAP C° COLOR: BUCKSKIN (AS-1222) -STUCCO - 2 COATS MIN. COLOR AND FINISH TO MATCH ARCHITECTURE. MIX COLOR INTO STUCCO. FINISH GRADE A LANDSCAPE PLAN FOR RANCHO VISTOSO NEIGHBORHOOD 3 INNOVATION CORPORATE CENTER- EAST Item LOT 1 BEING A PORTION OF SEC. 31 & 32 T 11 S R 14E, G&SRM TOWN OF ORO VALLEY, PIMA COUNTY, ARIZONA WLB NO. 185050— V— W01 CONTOUR INTERVAL: 1' Scale 1 "=60' Job No. 185050V-W01-0200 m 25621 GARY L Date 13 DECEMBER 2007 , GRIZZLE Designed By KC OV12-06-14 Sheet Of A a r N ti O O N cl U 0 3 r` Q J CM Z U U) r_ J N L w s Z 0 0 LO O Z Q J 0- W d Q U 0 Z 4 J C W Z O U) O O U Z Q Revisions Checked By J GENERAL NOTES,. 1, GROSS AREA OF THIS DEVELOPMENT IS 67,52 ACRES. GROSS AREA OF LOT 1 = 10.78 ACRES, VISTOSO PARK ROAD = 4.32 ACRES. COMMON AREA "An ACREAGE = 4.41 AC, NEW BUILDING AREA = 84,000 S.F, NET AREA LOT 1) = 10.78 ACRES NET AREA ENTIREE DEVELOPMENT) = 67.52 ACRES A CONSERVATION EASEMENT WILL PLACED OVER TOP COMMON AREA "A" PER THE FINAL PLAT. 2. EXISTING ZONING : LOTS 1 AND 2 ARE C-1 COMMERCIAL. LOTS 3 THROUGH 6 ARE C.P.I, 3. BUILDING SQUARE FOOTAGE: 100,000 Sq, FI, BUILDING HEIGHT: PER PAD=THREE (3) STORIES, THIRTY-FOUR (34) FEET, FOR C-1. THREE (3) STORIES, THIRTY-SIX 36) FEET, FOR C.P.I.. BUILDING SETBACKS (C-1 ZONING): 25 FT FRONT; 20 FT SIDE OR COMMON WALL; 30 FT REAR 4. TOTAL PARKING PROVIDED= 455 SPACES TOTAL PARKING REQUIRED= 450 SPACES 9 HANDICAP SPACES REQUIRED, 2 OF THE 9 SPACES TO BE VAN ACCESSIBLE TOTAL REQUIRED AND PROVIDED BIKE PARKING= 50 (10% OF THE CAR PARKING), OF WHICH 5 SHALL BE CLASS I AND 45 SHALL BE CLASS II. (SEE DETAIL 16 ON SHEET 6), CLASS I BIKE PARKING, AS REQUIRED (10% OF TOTAL BIKE SPACES) MUST BE INDICATED ON PLANS FOR TENANT IMPROVEMENTS/BUILDING PLANS FOR ALL PROFESSIONAL OFFICES, RETAIL USES, RECREATIONAL USES, AND INDUSTRIAL USES. 5. THE BASIS OF BEARINGS FOR THIS PROJECT IS THE WEST LINE OF THE SOUTHWEST QUARTER OF SECTION 32, TOWNSHIP 12 SOUTH, RANGE 14 EAST, GILA & SALT RIVER BASIN AND MERIDIAN, TOWN OF ORO VALLEY, PIMA COUNTY, ARIZONA. BEARING BEING NO'00'48"E, 6. BASIS OF ELEVATION: ELEVATIONS ARE BASED ON NGVD 1929 BEING THE TOP OF A BRASS DISK IN CONCRETE, HIGHWAY RIGHT-OF-WAY MARKER STATION 769+90.44, NORTH SIDE OF TANGERINE ROAD, 99 FEET NORTH OF PAVEMENT CENTERLINE, 430 FEET EAST OF BRIDGE OVER BIG WASH. ELEVATION = 2687.29 (NGVD 29) 7. DEVELOPER WILL COVENANT TO HOLD THE TOWN OF ORO VALLEY, ITS SUCCESSORS AND ASSIGNS, HARMLESS IN THE EVENT OF FLOODING. 8. DRAINAGE WILL NOT BE ALTERED, DISTURBED OR OBSTRUCTED WITHOUT THE APPROVAL OF THE ORO VALLEY TOWN COUNCIL, 9. THE PROPOSED DRAINAGEWAYS WILL BE CONSTRUCTED ACCORDING TO APPROVED PLANS PRIOR TO THE ISSUANCE OF ANY PERMITS FROM THE TOWN ENGINEER AND/ OR BUILDING OFFICIAL FOR PARCELS AFFECTED. THESE PARCELS TO BE IDENTIFIED EITHER BY NUMBER IN A NOT, OR BY OUTLINE ON THE DEVELOPMENT PLAN 10: ON -SITE PARKING LANES DESIGNED FOR SU-30 VEHICLE, DESIGN SPEED EQUALS 10 MPH. ON -SITE ROADWAY TRAVEL LANES DESIGNED FOR SU-30 VEHICLE SERVICE VEHICLE DESIGN BASED ON WB-40, 15 MPH DESIGN SPEED. 11, APPROVED IMPROVEMENT PLANS AND APPROVED ASSURANCES WILL BE REQUIRED PRIOR TO ISSUANCE OF GRADING PERMITS. 12. ANY RELOCATION, MODIFICATION, ETC. OF EXISTING UTILITIES AND/OR PUBLIC IMPROVEMENTS NECESSITATED BY THE PROPOSED DEVELOPMENT WILL BE AT NO EXPENSE TO THE PUBLIC. 13, THE FOLLOWING UTILITIES WILL PROVIDE SERVICE TO THIS DEVELOPMENT: A POWER TUCSON ELECTRIC POWER COMPANY B GAS SOUTHWEST GAS CORPORATION C WATER ORO VALLEY WATER UTILITY D SEWER PIMA COUNTY WASTEWATER MANAGEMENT E TELEPHONE QWEST COMMUNICATIONS F FIRE PROTECTION COLDER RANCH FIRE DEPT. G) CABLE TELEVISION COMCAST 14. 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. WATERLINE EASEMENT WILL BE PROVIDED ON THE FINAL PLAT. 15. REQUIRED FIRE FLOW FOR THIS DEVELOPMENT IS 1,500 G.P.M. 2 HR DURATION. GENERAL NOTES CONTI 16 ON -SITE SANITARY SEWERS EXCEPT PUBLIC SEWER WITHIN PUBLIC SEWER EASEMENTS OR PRELIMINARY PLAT / DEVELOPMENT PLAN "NCHO VISTOSO NEI HBORHOOD 3 INNOVATION CO PORATE (SEWERS ARE PUBLIC AND PRIVATE AS LABELED) OV 12=06=14 (ALL STREETS ARE PUBLIC) UNSUBDIVIDED R. V. P. A. D. PARCEL 223-02-220 ZONING:D HOSPITAL R=600.00 A=65'45'00" NW MEDICAL`; CENTER- ORO VALI OV 12-00-02 PARCEL 223-02-23A ZONING: RV PAD � 11 OR RIGHT-OF-WAYS, WILL BE PRIVATE AND WILL BE CONSTRUCTED, OPERATED AND R=f675.00 MAINTAINED ON A PRIVATE BASIS. THE LOCATION AND METHOD OF CONNECTION TO M -21 °41'54" AN EXISTING PUBLIC SANITARY SEWER IS SUBJECT TO REVIEW AND APPROVAL BY 30. FIRE FLOW SHALL BE AVAILABLE PRIOR TO COMBUSTIBLE CONSTRUCTION. THE PIMA COUNTY WASTEWATER MANAGEMENT DEPARTMENT AT THE TIME 31, THE OWNER/DEVELOPER IS RESPONSIBLE FOR BLUE REFLECTIVE STREET OF SUBMITTAL OF PLUMBING OR BUILDING PLANS. MARKERS AT HYDRANT LOCATIONS. THE APPLICANT SHALL BE RESPONSIBLE FOR ALLOCATING 1% OF THE COST OF 32. 17, A PROJECT CONSTRUCTION PERMIT MUST BE SECURED FROM PIMA COUNTY WASTEWATER MANAGEMENT BEFORE BEGINNING ANY WORK ON THIS PROJECT ALL PRIVATE PROJECTS TO PRIVATE FUNDING FOR PUBLIC ART. 33. DRAINAGE STRUCTURES SHALL BE CONSTRUCTED AND INSTALLED ACCORDING 18. THIS PROJECT HAS 900 PROPOSED AND O EXISTING WASTEWATER FIXTURE UNIT EQUIVALENTS, PER TABLE 13.20.045(E)(1) IN PIMA COUNTY CODE 13.20.045(E). TO TOWN STANDARDS AND PAID FOR BY THE DEVELOPER. ALL DRAINAGESTRUCTURES MUST BE DESIGNED TO HANDLE A 0100 FLOW. 19, THE PROPERTY OWNERS, HIS SUCCESSORS OR ASSIGNS AGREE TO: 34. FURTHER LOT SPLITTING OR LOT LINE ADJUSTMENTS MAY BE APPROVED BY THE ZONING L= 4 50 .0 1) KEEP ALL REQUIRED LANDSCAPED AREAS MAINTAINED IN A WEED FREE, ADMINISTRATOR AND THE MAYOR AND COUNCIL UPON CONSIDERATION OF THE FINAL PLAT. A--8'07'41" TRASH FREE CONDITION. 35. MAINTENANCE AND OPERATION OF THE PRIVATE SANITARY SEWER TO ITS POINT OF 2 REPLACE ANY DEAD PLANT MATERIALS WITHIN 90 DAYS AND, CONNECTION TO THE PUBLIC SEWER IS THE RESPONSIBILITY OF THE PROPERTY OWNER. 3 MAINTAIN THE IRRIGATION SYSTEM IN PROPER WORKING ORDER. 36. THE LANDSCAPING WITHIN ALL PUBLIC SEWER EASEMENTS SHOWN HEREON SHALL BE IN 20, THE; SOILS ENGINEER OF RECORD OR OTHER REGISTERED PROFESSIONAL CIVIL ENGINEER ACCORDANCE WITH THE PLANTING GUIDELINES OF PC/COT STANDARD DETAIL WWM. A-4. WITH EXPERTISE IN THE AREA OF SOILS ENGINEERING SHALL CERTIFY, IN WRITING, THAT 37, NO PERMANENT STRUCTURES (I.E., MASONRY WALLS, FENCES, ETC.) MAY BE CONSTRUCTED ON ;1 . SOILS OPERATIONS FOR THIS DEVELOPMENT WERE PERFORMED IN ACCORDANCE WITH OR THROUGH THE PUBLIC SEWER EASEMENTS SHOWN HEREON WITHOUT SEPARATE WRITTEN THE RECOMMENDATIONS AS SET FORTH IN THE GEOTECHNICAL INVESTIGATION BY CONSENT OF THE PIMA COUNTY WASTEWATER MANAGEMENT DEPT. TERRACON, INC. AND ANY ACCEPTED ADDENDA/ AMENDMENTS MADE THERETO. 38, FLOOR AREA RATIO CALCULATION (LOT 1 ONLY): SAID ENGINEER WILL FURTHER CERTIFY, IN WRITING, THAT ALL MATERIALS UTILIZED ON MAXIMUM ALLOWED: 0.3(11.46 AC) = 3.44 AC THIS DEVELOPMENT ARE IN CONFORMANCE WITH THE ACCEPTED PLANS AND ACTUAL: 100,000 Sq. Ft. OR 2.30 AC SPECIFICATIONS. CERTIFICATIONS, IN WRITING, ARE TO BE RECEIVED BY THE 2.30 AC/11.46 AC = 20.0% TOWN ENGINEER OF THE TOWN OF ORO VALLEY PRIOR TO THE REQUEST FOR ANY BUILDING PERMITS AND/OR INSPECTION AND THE RELEASE OF ASSURANCES. 39, ALL ROOFTOP MECHANICAL WILL BE FULLY SCREENED FROM ALL SURROUNDING ROADWAYS AND PROPERTIES. 21, THE PROFESSIONAL ENGINEER OF RECORD SHALL SUBMIT AS -BUILT RECORD DRAWINGS AND 40. ALL STORM DRAIN SYSTEMS DISCHARGING OFFSITE WILL BE EQUIPPED WITH CERTIFY IN WRITING THAT ALL IMPROVEMENTS, WHETHER PRIVATE OR PUBLIC, HAVE BEEN A STORM WATER SEPARATOR (VORTECH BRAND OR EQUIVALENT). CONSTRUCTED, PLACED, INSTALLED, ETC., IN SUBSTANTIAL CONFORMANCE WITH THE 41. ANY WASTEWATER DISCHARGED INTO THE PUBLIC SANITARY SEWERAGE SYSTEM SHALL MEET THE REQUIREMENTS ACCEPTED PLANS FOR THIS DEVELOPMENT, CERTIFICATIONS, IN WRITING AND THE OF THE INDUSTRIAL WASTE ORDINANCE (PIMA COUNTY ORDINANCE NO. 1991-140, AS AMENDED). AS -BUILT RECORD DRAWINGS ARE TO BE RECEIVED BY THE TOWN OF ORO VALLEY A MINIMUM OF TWO(2) WEEKS PRIOR TO THE REQUEST FOR CERTIFICATES OF OCCUPANCY 42. COLORED, TEXTURED PATTERNED CONCRETE TO BE USED FOR ALL PEDESTRIAN CROSSINGS. AND/OR FINAL INSPECTION BY THE DEPARTMENT OF PUBLIC WORKS AND THE RELEASE 43. ALL RETAINING WALLS AND DRAINAGE STRUCTURES SHALL BE CONSTRUCTED OF MATERIALS OF ASSURANCES IF THE PROJECT IS PHASED THE ABOVE PERTAINS TO EACH PHASE. THE SAME COLOR AS NATIVE ROCK FOUND ONSITE, 22. ACCEPTANCE OF THESE PLANS DOES NOT CONSTITUTE OR IMPLY ACCEPTANCE 44. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN REASONABLE ACCESS TO THE PUBLIC TRANSIT SYSTEM, OF ANY OF THE FOLLOWING ACCESS MUT COMPLY WITH THE AMERICANS WITH DISABILITY ACT. THE CONTRACTOR IS RESPONSIBLE FOR A WALL(S), RETAINING OR OTHER TYPE(S). ESTABLISHING TEMPORARY BUS STOPS IF PERMANENT BUS STOP SIGNAGE IS REMOVED OR ACCESS IS B ANY REINFORCED CONCRETE STRUCTURE(S). PROHIBITED DUE TO CONSTRUCTION ACTIVITY. THE CONTRACTOR SHALL NOTIFY SUN IRAN (DARRELL C. JUAN 623-4301) C ANY EMBANKMENT(S) WHOSE PRIMARY PURPOSE IS TO FUNCTION AS A 48 HOURS PRIOR TO STARTING CONSTRUCTION OR REMOVAL OF ANY BUS STOPS, RETENTION/DETENTION STRUCTURE. SEPARATE PLAN CHECK(S) AND PERMIT(S) ARE REQUIRED, ALL IN 45, PRIOR TO ISSUANCE OF ANY CERTIFICATE OF OCCUPANCY(S), THE CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL ACCORDANCE WITH THE APPLICABLE CODES OF THE TOWN OF ORO VALLEY. PLAN THAT ADDRESSES ADEQUATE SEPARATION OF CONSTRUCTION ACTIVITIES AND GENERAL PUBLIC ACCESS. 46. TRASH ENCLOSURES SHALL HAVE A 6 FOOT MASONRY WALL AROUND THEM COMPATIBLE WITH THE ARCHITECTURE OF THE 23, A DRAINAGE REPORT HAS BEEN PREPARED AND SUBMITTED TO THE TOWN OF BUILDINGS. THESE AREAS WILL BE SCREENED AS NECESSARY WITH LANDSCAPING. ORO VALLEY UNDER SEPARATE COVER. 47. IF LOTS ARE TO BE SOLD WITHIN A COMMERCIAL SUBDIVISION: 24. A LANDSCAPE PLAN HAS BEEN SUBMITTED TO THE TOWN OF ORO VALLEY "PROPERTIES ASSOCIATION WILL BE FORMED TO ACCEPT RESPONSIBILITY FOR MAINTENANCE, CONTROL, SAFETY, UNDER SEPARATE COVER. AND LIABILITY OF PRIVATE DRAINAGEWAYS, DRAINAGE EASEMENTS, AND COMMON AREAS." 25. ALL-WEATHER ACCESS WILL BE PROVIDED TO ALL STRUCTURES WITHIN THIS DEVELOPMENT. 48. DEVELOPMENT PLAN, LANDSCAPE PLAN AND ARCHITECTURAL APPROVAL WILL BE REQUIRED FOR COMMERCIAL LOTS 2-6 26, A TRAFFIC IMPACT ANALYSIS HAS BEEN SUBMITTED UNDER A SEPARATE OR PADS PRIOR TO THE ISSUANCE OF ANY PERMITS BY THE TOWN ENGINEER AND/OR BUILDING OFFICIAL. COVER AND IS TO BE PART OF THIS DEVELOPMENT PLAN. 49. ACCESS ACROSS FLOOD PRONE AREAS TO BUILDING SITES WILL BE APPROVED BY 27. DEVELOPER WILL INSTALL ALL LIGHTING IN CONFORMANCE TO ORO VALLEY LIGHTING CODE. THE TOWN ENGINEER AND SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. NIGHT LIGHTING, INCLUDING SIGNAGE, WILL BE DIMMED TO THE GREATEST EXTENT ENABLED 50, PUBLIC ACCESS TO TRAILS WILL BE PROVIDED. BY THE OVZCR LIGHTING CODE. ALL LIGHTING IN THE COVERED PARKING AREAS SHALL 51. THE RANCHO VISTOSO NEIGHBORHOOD 3 PAD AMENDMENT WILL REQUIRE THE PRIMITIVE TRAIL TO CONTINUE NORTH TO TANGERINE ROAD. BE SHIELDED TO PREVENT LIGHT SPILLOVER ONTO ADJACENT PROPERTIES. THE REQUIRED 52. ANY FUTURE DEVELOPMENT OF THE AREA WILL REQUIRE ADDITIONAL TRAFFIC IMPACT ANALYSIS STUDIES WHICH PROVIDE EVALUATION SHIELDING IS IN ADDITION TO ANY SHIELDING PROVIDED BY THE CANOPY STRUCTURE. OF TRAFFIC SIGNAL WARRANTS FOR THE THREE DRIVEWAYS OF THE MEDICAL CENTER, THE INTERSECTION OF INNOVATION PARK DRIVE/ 28, THE DEVELOPER SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF ALL SOUTH VISTOSO PARK ROAD, THE INTERSECTION OF INNOVATION PARK DRIVE/PROJECT ACCESS #2, AS WELL AS ANY FUTURE INTERSECTIONS NORTH OF THE PROJECT, PROPOSED DRAINAGE STRUCTURES. 53. THE DEVELOPER AND/OR FUTURE OWNERS%ASSIGNEES OF THIS SITE SHALL BEAR ALL COSTS AND INSTALL ANY AND ALL TRAFFIC SIGNALS 29, LANDSCAPING THAT FALLS WITHIN THE SIGHT VISIBILITY TRIANGLES (SVT) SHALL WARRANTED BY FUTURE INCREASED TRAFFIC CREATED BY AND/OR EXPANSION OF THIS DEVELOPMENT OF OTHER DEVELOPMENTS PLANNED. BE A MAXIMUM OF 30" HIGH OR PROVIDE A 6' WINDOW OF CLEARANCE. SHEET INDEX T11� Engineering Planning Surveying �i Landscape Architecture Urban Design Offices located in Tucson, Phoenix Two working days before you dig SHEET 1 COVER SHEET CALL FOR THE BLUESTAKES SHEET 2 SITE PLAN SHEET V1�L� and Las Vegas SHEETS 3-7 PLAN SHEETS 4444 East Broadway Blvd. Group Tucson, Arizona (520) 881-7480 SHEETS 8-9 DETAIL SHEETS Inc. Blue Stake Center SHEET 10 TENTATIVE BLOCK PLAT CALL COLLECT 1 a i AQ BY. PLANNING AND ZONING ADMINISTRATION ZBp g37• LOT 8 i •R.V. NEIGHBORHOOD 3 PHASE 1 AA--- 2 36" CAMPUS PARK INDUSTRIAL TANGERINE ROAD L=487.51' R=345.00 A1=80'57'47" GRADING LIMITS ENDPOINT OF CURVE L=322.05' R=175.00 A--105'26'29" 4N SECTION 32 _ NW 1 4 QUARTER LINE R=175.00 L1=121'30'40" R=1930.?7." Q=-04°47 08 I I PROJECT OVERVIEW El__9 SCALE: 1 "=200' BY: J J . (C. C. E:;LLGL, F • �' PIMA COUNTY WASTE WATER MANAGEMENT DEPT. %1040 O DATE ®9-14-o7 DATE R=125.00 A=42'20'44" L=166.71' R=245.00 A=38*59'16' 18'03"E PIMA COUNTY/CITY OF TUCSON ^ 103 -SURVEY MONUMENT 105 -BARRICADE RAILING 107 -REMOVABLE POST BARRICADE 200 -CONCRETE SIDEWALK 207 -CONCRETE CURB ACCESS RAMP 209 --CONCRETE CURB 211 -NEW CONCRETE CURB TO EXISTING CONC. CURB. I, KATHRYN E. CUVELIER, CMC, TOWN CLERK, TOWN OF ORO VALLEY, ARIZONA, HEREBY CERTIFY THAT THIS IS THE TRUE AND CORRECT DEVELOPMENT PLAN AS APPROVED BY THE ORO VALLEY MAYOR AND TOWN COUNCIL ON 1 .- KA*IR-YNE. CWEMC TOWN CLERK f DAT �OT UNSUBDIVIDED ,.... ,.V.V. .VV... V✓ PHASE I BK: 54, PG: ZONING: R.V. PAD C-1 COMMERCIAL R.V. P.A.D. ` PARCEL 223-02-220 ZONING: R.V. PAD HOSPITAL UNSUBDIVIDED THIS .PROJECT ■� ORO VALLEY PARCEL 223-03- ZONING: R.V. PAD T, R14E G tJ� 0 �0 0 ela RV PAD NEIGHBORHOOD 2 COMMERCIAL CENTER kj PHASE�IvBK:��54,�PG v36 ZONING: R.V. PAD CAMPUS PARK INDUSTRIAL R.V. ROAD W NEIGHBPAORHOOD 4 CATALINA SHADOWS ESTATES o T11 S BK.37(M&P� PG.71 PAD t DESERT SPRINGS 31 32 BK 51(M&P), PG 011 T12S s 5 k PALISADES POINTE I BK.R5, 6 .48 3" = 1 MILE LOCATION MAP A PORTION OF SEC. 31 & 32 T11 S R14E G&SRB&M, TOWN OF ORO VALLEY, PIMA COUNTY, ARIZONA OWNEWDEVELOPER VENTURE WEST 6007 E. GRANT ROAD TUCSON, AZ. 85712 PH: (520)722-9292 FAX: (520)722-1166 ATTN: FRED STEINIGER LEGEND EXIST. CONTOUR 2750PROPOSED CONTOUR PROJECT BOUNDARY RIGHT--OF-WAY AND BLOCK LINE ------- ---- INTERIOR LOT LINE FACE OF CURB - -- - -- �,T EXIST. PAVEMENT NEW PAVEMENT & CURB W-- -® EXIST. WATERLINE & VALVE --SD-- - EXIST. STORM DRAIN son NEW PRIVATE SEWERLINE & MANHOLE -S% NEW PUBLIC SEWERLINE & MANHOLE -=---S-- EXIST. SEWERLINE & MANHOLE W--- NEW WATERLINE,VALVE & HYDRANT --•�-•••-••--•••-•••-- 10 0 -YEAR FLOOD LIMITS PIMA COUNTY/DETAIL NUMBER PIMA COUNTY WASTEWATER DETAIL # SCOUR HOLE LOCATION 04 CONSTRUCTION NOTE DECORATIVE PAVING SEE PLANS FOR LOCATION REFUSE ENCLOSURE W/ SELF CLOSING &SELF LATCHING STEEL GATES SEE PLANS FOR LOCATION 191 NUMBER OF PARKING STALLS k2La_ SEWER CONNECTION E F FIRE SERVICE (6" OR 8" WATER LINE) W WATER SERVICE _ (2" WATER LINE) SWS STORM WATER SEPARATOR DROP PASSENGER DROP-OFF/ LOADING ZONES T.O.B. TOP OF BERM T.R. TOP OF RETAINING WALL B. W. BOTTOM OF WALL x 40.00 ° EXIST. SPOT ELEVATION PAAL PRIVATE AREA f 51.70 PROPOSED SPOT ELEVATION ACCESS LANE } SECTION OR 1 /4 SECTION CORNER F, NEW BIKE RACK ----- MAT_"Li LINE - SEE SHEET 2 CROSSWALKS AND --� DIREC110N OF FLOW PASSENGER DROP-OFF 0 N.,EW SURVEY MONUMENT AREAS (TO BE CONSTRUCTED OF DECORATIVE PAVING OR FEE=54.67 FINISHED FLOOR ELEVATION STAMPED CONCRETE TO FPE=54.00 FINISHED PAD ELEVATION MATCH TYPE AND COLOR USED FOR ROUNDABOUTS) P.U.E. PUBLIC UTILITY EASEMENT LANDSCAPE SCREEN WALL 1.1 CONCENTRATION POINT "HYDRAULIC SEE STRUCTURES" AND t 4 DETAIL NUMBER "POST DEVELOPMENT DISCHARGES" SHEET NUMBER TABLES ON SHEET #7 GRADE BREAK SITE VISIBILITY TRIANGLE - STORM DRAIN SYSTEM ,,.... 100--YR PONDING LIMITS ROAD CENTERLINE AND P.A.A.L. CENTERLINE Two working days before you dig CALL FOR THE BLUESTAKES _ _ _ - _ - _ EASEMENT LINE 1-8W-781-34 - - SECTION LINE Blue Stake Center -- - GRADING LIMITS CALL COLLECT • - 1 . J PRELIMINARY PLAT / DEVELOPMENT PLAN 11ANCHO VISTOSO NEIGHBORHOOD 3 INNOVATION CORPORATE CENTER= EAST 0 1 BLOCKS 1 THRU 6 AND COMMON AREAS A AND B 36234 tiQ BEING PORTIONS OF SECTIONS 31 AND 32, T 11 S, R 14E, G. &S. R. M., AND �AVIO w• A PORTION OF LOT 8 OF RANCHO VISTOSO NEIGHBORHOOD 3 PHASE I uTnF RECORDED IN ROOK 54 MAPS & PLATS, PAGE 36, �° �� G7 TOWN OF ORO VALLEY, P MA COUNTY, ARIZONA NA SEPTEMBER, 2007 WLB NO*--�"185050-VW01-M5 SHEET 1 OF 10 CONTOUR INTERVAL: 1' SCALE: AS SHOWN OV 12-06-14 f" V 41 U I C V C lr+ N 0 Cn a a. 3 E. 0 z a w 0 _C O 0 a. 0 C Z a. C C L0 LO 00 7 I \ LIJAVIIVG LV VG AIVV 1155E Vl 2 TRASH ENCLOSURE WITH 6" I TO MATCH THE ARCHITECTUR 16 3 COURTYARD AREA. 4 CLASS I BICYCLE PARKING (� 5 CLASS II BICYCLE PARKING (' DIRECTORY SIGN NOTE: 1. THE MAXIMUM CROSS-SL SIDEWALKS AND CROSSWALK 2. ALL AREAS AROUND BUIL LANDSCAPE WITH THE EXCEP THE SIDEWALKS AND COURTY -1 0■ ►P SHEET 1 COVER SHEET SHEET 2 SITE PLAN SH SHEETS 3-7 PLAN SHEETS SHEETS 8-9 DETAIL SHEET SHEET 10 TENTATIVE BLl T11�iEngineering Planning Surveying `i Landscape Architecture Urban Design „ a�� Offices located in Tucson, Phoenix V� and Las Vegas Group 4444 East Broadway Blvd. Tucson, Arizona (520) 881-7480 Inc. Two working days before you dig CALL FOR THE BLUESTAKES 1-800-781-34,10 Blue Stake Center CALL COLLECT -- . ., I - . I .•,, I• I 1! l I I I I I E I I 1 / i 1/ l I I I I! / 1/// f�r f l I INNOVATION CORPORATE CENTER= EAST ,�F r BLOCKS 1 THRU 6 AND COMMON AREAS A AND B MUM �° BEING PORTIONS OF SECTIONS 31 AND 32, T 11 S, R 14E, G.&S. R. M., AND DAVID W. sa A PORTION OF LOT 8 OF RANCHO VISTOSO NEIGHBORHOOD 3 PHASE I UTH RECORDED IN BOOK 54 MAPS & PLATS, PAGE 36, TOWN OF ORO VALLEY, PIMA COUNTY, ARIZONA P' SEPTEMBER, 2007 WLB NO. 185050—VW01-0105 SHEET 2 OF 10 CONTOUR INTERVAL: 1' SCALE: 1 "=40' OV 12-06-14 AC PAVEMENT PER GEOTECHNICAL REPORT. CONCRETE SIDEWALK (PC/COT 200). TRASH DUMPSTER ENCLOSURE PER DET. 9 SHT. 8. 6" VERTICAL CURB (PC/COT 207). HANDICAP PARKING REFER TO DET. 15 SHT. 8. SIDEWALK RAMP PER DET. 12 SHT. 8. CLASS II BICYCLE PARKING (5 SPACES) CROSSWALK STRIPING STOPBAR (WS18) R1-1 "STOP" SIGN (36"X36") CENTERLINE STRIPE (YDS4) TYPICAL 4" BCS, UNLESS NOTED OTHERWISE SEE TABLE FOR BCS LENGTHS AND SLOPES NOTE: 1. THE MAXIMUM CROSS —SLOPE ON ALL SIDEWALKS AND CROSSWALKS IS 2.00%. 2. ALL AREAS AROUND BUILDINGS ARE LANDSCAPE WITH THE EXCEPTION OF THE SIDEWALKS AND COURTYARDS. TABLE OF BCS LENGTHS AND SLOPES LOT NUMBER BCS SIZE LENGTH SLOPE 1 4 83.2 If5.38 o /o 2 4" 75 If 5.83% 3 4" 75 If 5.73% 4 4" 70 If 5.80% 5 4" 56 If 7.89% 6 4" 52 If 12.080/6 7 4" 46 If 13.43% 8 4" 55 If 11.11 % 9 4" 30 If 17.06% 10 4" 30 If 17.23% 11 4" 30 If 17.42% 12 4" 30 If 16.46% 33 4" 126.95 i.f. 10.40% 34 4" 125 If 9.95% P35 4" 125 If 9.96% 36 4" 262.02 If 12.2 ° SEE SHEET --------------- t - l \\~\ C' \ \ J ', V) 0 30, 33 Pic V) � 30.19 2 ' 1 f / J 4 OFFICE 4 SIG -% 0 4 ��• a � F.F.. 2.00 9 $ F �T sw 9 F. P. E. 4731. 33 i L0T- s I sw , Z 6 _F o• � 11 i ® L10 12 0 q12 / 12 a� S� �' p• 12 12 1 5 12 �. 110,0G' 0. 4 6 ' 1 .dC 6 \ LOT � 3' a g.50 G 1 o 1.00 262.02 LF 8 0 �� z 3 �Q.75% SLOP i , 7 ' Z to 2 _ �F. �OV12 0 14 PRELIMINARY PLAT / DEVELOPMENT PLAN 0 0 N FOR RANCHO VISTOSO NEIGHBORHOOD 3a. 0 NNOVATION CORPORATE CENTER- EAST g BLOCKS °I THRU 6 AND COMMON AREAS A AND B CL BEING PORTIONS OF SECTIONS 31 AND 32, T 11 S, R 14E, G. &S. R. M., AND o A PORTION OF LOT 8 OF RANCHO VISTOSO NEIGHBORHOOD 3 PHASE I co RECORDED IN BOOK 54 MAPS & PLATS, PAGE 36, o TOWN OF ORO VALLEY, PIMA COUNTY, ARIZONA o ko co SEPTEMBER, 2007 KB NO. 185050—VW01-0105 SHEET 3 OF 10 Z CONTOUR INTERVAL: 1' SCALE: 1 "=20' OV 12-06-14 To 7Z W ..� ��.�, f \ - 1�; LOT ,. ---<N It ' 33 1 AC PAVEMENT PER GEOTECHNICAL REPORT. l lr t li l lrl l G 'l - -- - ,. . car-- , . CONCRETE SIDEWALK PC/COT 200). , % / , - ` ` �,�'• `L - NAG S U R E PER D E T. 9 S H T. 8. / /r / � ti• .. _�" 2 f' 't ..____.____` o�• JASSENGER 2 TRASH DUMPSTER ENCLOSURE Il u / / / , �, / 1 p_ ,� l l �� „ ll ! l I / �-'�., ^_- ,� % .p OFF � - 6 VERTICAL CURB (PC/COT 207). ,/ / „ / / , / / / ., '� p MAX SLOP - _ •Ct ; HANDICAP PARKING REFER TO DET. 15 SHT. 8. , I/ / r ,l l l 4 '���`� = 8.33% 23, " ; SHT. 8. /r,'/ / �' / u/ / ,, / SIDEWALK RAMP PER DET. 12 //, ,� ,I ,� / / / , ( ) _ I / / , l i s 3.30 D�`�i•' PEKE CLASS II BICYCLE PARKING 5 SPACES r l� z ' �- � \ _ _ r , s / ° l , - 36 R P; LF -- - - 1 F • ® SW -� �0 - CROSSWALK STRIPING / / �, - , / o s- � I � � / / ,� � � =7.42 Ps � � __ _ �- _ ,___� F.F.E.-. 728.00 ; STOPBAR (WS18) ,,, / ,,/ ! ; 32 / � 1 ,� / e%; / �, 00 _ 2 �, 6 23.7s F o F.P.E.= 726 33 >, �, l�l rl I ! l' l c�' ''� / 1 R1-1 "STOP" SIGN (36 X36) li i l trl J�' it l l hll J ,�� I ., ��► LOT 'IV 5 LOT ; It ,`•L�, l , 12 ___ 23.60 HP F o CENTERLINE STRIPE (YDS4) /, �- I r/ ti' �� / ! �� r �titi �-- �, �:' 31 0 7 - _ ,� �� 6 �� '� LOT T BICYCLE PARKING 5 SPACES / / / / / �� � / / � � / �; / / %:-`,----- ---- gip- __..•. -..,.� _ � \ �� �- 2 ,,�� CLASS I BICY ( ) J / / ti �`-- BCS UNLESS NOTED - l l l It ' �'r ' l ° �,• - ,� `` p5� -�'� • �. 30 ; • TYPICAL 4 , i // it d 1 / ti __- . LOT ; OTHERWISE. SEE TABLE FOR BCS rl / / / lr I ji / l l �; ' - ... ,_ --__ ti ' `L 'L o s • LENGTHS AND SLOPES. // / m / ___ - • r NZi �. / �a_ ; h FG �2 22 o / p •� �° cv 3.12 8� 1.3 y _-. 3.2L_ Fc r 1 TYPE CAT ,BASIN; 5 FG ov ��� W 2EF-1 GRATES 7.90 , - 2.96 22 S / - - ' G N`v , N 2'32 - p �- Q1 b0=9.�C+FS- 12 - O / o F _ (S 6 22.78 HP RIM 272i J4 •9 W �.1� �_ l l 2 ? ,20 �� ;� 60 - , t Q 4 - : r l t If y� 17' / ° _ N \ 22.60FG '�(,-- _ INV- 2 718. "� I / / • „ •- r r- �22.79 F 5022.4 sr CV G- - ,`c �Z �G L 0 T 23.24 SW /, _ __- F�; 13 \. ,\ 1 ! it II � l lI l / _- _- �. - - `ti �/// .74 EG �` 1� �Q 1-18 P � 8 ti / -1 \ �h .3 N; - 180.0 13 ' ,,IIII1 22. o FG 00.50t SLOP , . \ e V100= 5. 5a 5g � SO F3 o ti TABLE OF BCS LENGTHS AND SLOPES LOT NUMBER BCS SIZE LENGTH SLOPE 12 6" 35 I.f. 16.46% 28 4" 24 If 33.08% 29 4" 101 If 9.04% 30 4" 108 If 9.22% 31 4" 116 If 8.30% 32 4" 114 If 8. 7° � 12 f ,� , !� 2.62 = ti F. = 2 7 2 4. 0 (� _ / �-l� �' Jl � ,,, l j ,, , ! � �� o• l CID F.P.E. = 3.33 .f �- I , • .. ; � . LOT _ I iJ r ll ! / // / 1' o °• �® 12 '00 4 I tktkIf - -------- j N• 196. 4 • � G U" 8 P -� W� / \i lllll 6� F . ► 0 t6ox (PuBuc) / // l / •�o t ;', rl l / Jrt lr 1111 ; l' l /, // i W ``/ D•-� --r�' ,°I°23. N.** - 13_ .9S� - ' V) c l JJ l ll tJ / l ` l t 11 it I ! ! / Nr 1 • �,j ti 0 �L• / • 4 --- • F� 1.22 s S� o PASSENGER o -- ,�,.-- Ji - �. '5 --- - DROP-OFF I "'� �, l It l Jt 1,' tt; t J �j ! ; o�-r p. �, • Di ECTORY 6 RO OS D- o N P2.2 t ! '' r �� ti I IR H RAS ' i 1 1 TYPE 4, CATS, H ) i ,� ph '� ham-, W/4EF-1 GRATES �� �' ti°•V) 1 N � - 2 '� �' Q100 (GRATE)=15.2CFS IiD/ �' - ti 1 , �o 2 2 `�`s `S r. G� 4 ``� ( i 99 P POSED 15 1 ! - Q100 (DRAIN=56.8CFS Ju c �' I , OFFICE u ! RIM,- 719 8��� • �. �, 4 L_ - - ,, l j 1 I1 , �; , E 19.82 LP �o �._ o o ,, �. �� o F.F.E.-27 4.1 Iil ll 11 INV=�'07.1 �, L SAP \ GRa4T� �Nv °�� ',� _ _ ail s , � of R EN WALL ,� ,� \ �`� \-�' N �'10 �c _ tip• _ 2 I v� _ (� -,� - ���� - - - ��� ��' ��' �o �` ( w , � � F.P.E.-2 2�3... ' �o i , �`� 18 BW g2 F -- �'p 2p �� o,_ - `l,'�' • ( -___- o l7l 1Il �!17 j , . / !t • RCP • - 0 ti m - 2o.og C�0.80/0 SLOPE, - 18.37 S LOT j If. 11 r - I _ -- - _ - - / 1 + , 1 • � � � � �� 3 28 � o� _- �o e ;� i so .s � .,,ago •os sow �� o�, -- / CC-�? 0' 11 EXIST. 2 I , PUOLICSSDEWER • - N • C-11 -=68.57' 0.00 _ \ . _ -- 2 } E STORM, D� �L�NHOLE - 3' OVER NG � 0 e _ �MENT CATCHB A I N' S 6 7 � - •---_ _ - '�,, ASE (48 0 AND SMALLER) _ I �.. ___ ._ ER PC/COT STD. DET.300. oo tv - __- - - ( LAN SCAPE 10 RIM- 714. 1 L o o0 INV=�2708.9�r , _ r - I �- �v - ® - / , l 1 _ _ �60'00'00"W _ _ 331.14' `?o - - - --=� w R 246 0 _ �0 A=04'2 ' 4" �,� L- 88.60' Q106= 27.2G� S _ - - -- _ .2� 1�\ �I 1 12" W E ZONE ,U, -_-- S 12 W C � - ____ SWS _ - r' _.._ - -- -�VI- - - -- R=25 %/ � - _.._. _ _ S�• ti jX l , / / ( \ I , 6 e e P '1 TYPE 4 C Clj B SI ° --- . i 1 CP• .5 F _ - - i - - - - /1 EF-1 GRATE - - o ��,- 8- 6� - - .79� SLO V=6.25FPS `; Q100 (GRATE)=5.7CFS 2 �� 30+ 00 164.�2 LF 8" PVC R_25=__. _--_ 2 - e _ 31 +0 ouc mn 29+00 ------ - I I 10133+0 � �. \Q100 (DRAIN)=89.7CFS �®1.609�34 � 4 00 __ROA - - _ -i- 1 9 I �' _ _2718_ i- �, T0�0ARK _ 3- ___ INV-2706.8 �-� (PUBLIC RAW) �.40 0� ,��� 113 2 C� H 257.92 LF 8" 2 5.0 - . Pvc d ISM _2716 00 ®.75X PU6UC 6 INV.-2707.12 i I _ / 4` e'. mod.-. . '4 D' i e p • ° $ 600 d CN _ •-.1 i / \ �' � "lam \ 1 ' � �.. - - ____- •''' _-_-."''- ..... _-. -.- \\\ \ \�, ,I - _ r ® _ Co U , - uMlrs of coNSTmuc'nm a- 2 • Q 3: 1 SLOPE �--- 1 WITH BENCH ------ _ -- �- C _ Q1oo=352cfs t0 CN `• \ ` ��\ 3.1 TEMPORA -3'x8 R��NF--- r �r i - 1 TYPE 1 CA, CH BASIN R CHAN EL 1 1, ti Xis __ OX CUL V -____ TS ,� T TO C EVE -` \ I r \' - _ ' ; W/ 2 EF-1 GRATES X NDED U E BOX , ,, it \ r\ r \1-48 RCP, 104 LF _ D N H \ r � 100 GRATE-12.9CFS DE OP O T / �--- �` 12-06 14 Q ( ) MEN T F LO OV 0.80 o SLOPE, � I M - 2711.0 2) _� ,�,ti-. --,� PRELIMINARY PLAT /DEVELOPMENT PLAN = 7.0 t- �,'., , \ r \ r 1-24 RCP; 40 LF INV 270 2 `.\ �� FOR ...,` , \ 1 LO �03 , �� �r ,, t '\ E V100=6.01 FPS / � ,_ ,- _ _ _ _ , � \ \ ®2. � SLOP , ( NEIGHBORHOOD 3 RANCHO VISTOSO T11�+ Engineering Planning Surveying �+ Landscape Architecture Urban Design LB Offices located in Tucson, Phoenix and Las Vegas 4444 East Broadway Blvd. Group Tucson, Arizona (520) 881-7480 Inc. NOTE: 1. THE MAXIMUM CROSS -SLOPE ON ALL Two working days before you dig SIDEWALKS AND CROSSWALKS IS 2.00%. CALL FOR THE BLUESTAKES 2. ALL AREAS AROUND BUILDINGS ARE LANDSCAPE WITH THE EXCEPTION OF THE SIDEWALKS AND COURTYARDS. Blue Stake Center CALL COLLECT -- -- INNOVATION CORPORATE CENTER- EAST BLOCKS 1 THRU 6 AND COMMON AREAS A AND B 36234 yQ BEING PORTIONS OF SECTIONS 31 AND 32, T I IS, R 14E, G. &S. R. M., AND DAMD W. A PORTION OF LOT 8 OF RANCHO V/STOSO NEIGHBORHOOD 3 PHASE I gas j/.Y RECORDED IN BOOK 54 MAPS & PLATS, PAGE 36, TOWN OF ORO VALLEY, PIMA COUNTY, ARIZONA NA SEPTEMBER, 2007 WLB NO. 185050-VW01-0105 SHEET 4 OF 10 CONTOUR INTERVAL: 1' SCALE: 1 "=20' OV 12-06-14 �� • �" r �►*+ 1 • , , , .lid © ! , �� ; I E 9 NOW 11 .. •� 6. it H� . r (Il�jl ��98 11 t r� / e s -273 1000 0'CMPX110LF LOPE =1. 0% --- `'------'' '- J \ UTLEf = 3 11.30 GRADING • SLOPE, V100=8. .,..i= ► ►t' 1 ffm 1 • ` 1 _.__..:...._. Iff 111TO low -... nr No ED 15 A AN • �,� • rt 1 1' . 'OFFICE 1 • �� '© FP._E-,.\,, 2331.33 FRE 3. • • �j • • ... • • •L 0- • „• .r i ------------ VAN co IEW •• • 14.89 Engineering Planning Surveying The Landscape Architecture Urban Design ` p'�� Offices located in Tucson, Phoenix V V and Las Vegas 4444 East Broadway Blvd. Group Tucson, Arizona (520) 881-7480 inc. 'x55' RCBC 130.0 LF 0.50% , �'�------.-_Q100 ROUTED =479. fs - - , INLET -VE71 . NVERT=2711. 5 ---- Two working days before you dig CALL FOR THE BLUESTAKES IAAAAA 06-71-534'0' Blue Stake Center CALL COLLECT SEE LT•71en SHEET 77-7 24+00 0 2 m .,-TEMPORARY TURNAROUND TO BE BUILT P � e 0 i e J 00 e NEW MH#5 V.=01.76 C LI \ �A E Ei�T %` � e �•CON S iiw rF 36234 ' DAVID W. UrnE /tZ4f J - e1 A % /r ► • r ► 1 T r\ r ^ _ 1 r � Tt- /'1 1 1. ► 1 1 .-% A , i'r r\ /\ r1 T /•'11., r/AVtMtNV I PEP litU 11_VhINII.HL Mr Ill I . CONCRETE SIDEWALK (PC/COT 200). TRASH DUMPSTER ENCLOSURE PER DET. 9 SHT. 8. 6" VERTICAL CURB (PC/COT 207). HANDICAP PARKING REFER TO DET. 15 SHT. 8. SIDEWALK RAMP PER DET. 12 SHT. 8. CLASS II BICYCLE PARKING (5 SPACES) TYPICAL 4" BCS, UNLESS NOTED OTHERWISE. SEE TABLE FOR BCS LENGTHS AND SLOPES. NOTE: 1. THE MAXIMUM CROSS -SLOPE ON ALL SIDEWALKS AND CROSSWALKS IS 2.00%. 2. ALL AREAS AROUND BUILDINGS ARE LANDSCAPE WITH THE EXCEPTION OF THE SIDEWALKS AND COURTYARDS. TABLE OF BCS LENGTHS AND SLOPES LOT NUMBER BCS SIZE LENGTH SLOPE 15 4" 60 I.T. 4.90 % 16 4" 79 I.f. 7.63 % 17 41' 91 If 5.21 % 18 4" 93 If 5.39 % 19 4" 96 If 5.39 % 20 4" 93 If 5.89 % 21 4" 26 If 14.92 % 22 4" 281. 15.07 % 23 4" 32 If 14.44 % 24 4" 30 I.f. 17.23 % 25 4" 30 If 20.97 % 26 4" 29 If 22.31 % 27 4" 25 If 30.56 % 28 4 24 I.f. 33.08 % 32 411 114 If 8.37 a PRELIMINARY PLAT / DEVELOPMENT PLAN FOR RANCHO VISTOSO NEIGHBORHOOD 3 INNOVATION CORPORATE CENTER= EAST BLOCKS 1 THRU 6 AND COMMON AREAS A AND B BEING PORTIONS OF SECTIONS 31 AND 32, T 11 S, R 14E, G. &S. R. M., AND A PORTION OF LOT 8 OF RANCHO VISTOSO NEIGHBORHOOD 3 PHASE I RECORDED IN BOOK 54 MAPS & PLATS, PAGE 36, TOWN OF ORO VALLEY, PIMA COUNTY, ARIZONA SEPTEMBER, 2007 WLB NO. 185050-VW01-0105 SHEET 6 OF 10 CONTOUR INTERVAL: 1' SCALE: 1 "=20' OV 12-06-14 re a r' L t The W W rW W% Engineering Planning Surveying Landscape Architecture Urban Design W' R --' � Offices located in Tucson, Phoenix � and Las Vegas 4444 East Broadway Blvd. Group Tucson, Arizona (520) 881-7480 Inc. Two working days before you dig CALL FOR THE BLUESTAKES 1-800-78 —534 Blue Stake Center CALL COLLECT im OV12-06-14 ,io-IRELIMINARY PLAT / DEVELOPMENT PLAN FOR BLOCKS 1 THRU 6 AND COMMON AREAS A AND B BEING PORTIONS OF SECTIONS 31 AND 32, T 11 S, R 14E, G. &S. R. M., AND A PORTION OF LOT 8 OF RANCHO VISTOSO NEIGHBORHOOD 3 PHASE I RECORDED IN BOOK 54 MAPS & PLATS, PAGE 36, TOWN OF ORO VALLEY, PIMA COUNTY, ARIZONA SEPTEMBER, 2007 WLB NO. 185050- VW01- 0105 CONTOUR INTERVAL: 1' SHEET 7 OF 10 SCALE: 1 "=20' OV 12-06-14 O O N O N O z -c 0 a rn 3 -v O z a 0 O N O a, 0 z a v 0 tn 0 00 z 3 1 R /W 13'-6" 4' I SDW I I 60" WATER " VERT. CURB TYP. BOTH SIDES R/W W 80' RIGHT—OF— P /W 5' 14' 145' 3' 4' 13'-6" - BIKE TRAVEL LANE TRAVEL LANE BIKE SDWK. LANE I LANE A.C. 6" �q I I \JOINT TRENCH: O SEWER GAS V G R/W CABLE TV MINOR COLLECTOR/LOW A.D.T. 1 35 1 10 80' ELECT. V=DESIGN SPEED, G=MAX. GRAD % PHONE TYPICAL CROSS—SECTION MINOR ARTERIAL R/W R/W I 80' RIGHT—OF—WAY 13'-6" 4' 3' 5' 14' 14' I SDWK BIKE TRAVEL LANE I TRAVEL LANE 6" LANE L —4--o A.C. NTS R/W 5' 3' 4' 13'-6" BIKE SDWK. LANE 6_ I ®SEWER � vuiry i iKttVLn: GAS V G R/W CABLE TV MINOR COLLECTOR/LOW A.D.T. 1 35 1 10 1 80' ELECT. V=DESIGN SPEED, G=MAX. GRAD PHONE SUPERELEVA TION—SECTION MINOR ARTERIAL 75' HALF RIGHT—OF—WAY 2� jj NORTHBOUND GRADE TO 8' WIDE a ~' CATCH EXIST MEANDERING GROUND CONCRETE CONCRETE SIDEWALK VERTICAL CURB CONCRETE PER PLANS STD DET 209 CURB & GUTTER TYPF� 1 STD DET 209 SUPERELEVA11ON H=6 TYPF� 1 G PIVOT LINE & CONCRETE H=6 VERTICAL CONTROL VERTICAL CURB LINE PER PLANS � Di T 209 REFERENCE ONL Y H=s EXISUSQ INNOVATION PARK DRIVE FOR ALL AREAS IN WHICH A MINIMUM NTS REBAR W/2' r_u 1114 TU PVM 1. W, 20' TYP `0 PARKING SPACE PLAN 3° now No 17' no 6�+ T.O. PAVING 4, 2 3 REBAR________________ °II = L6 1i If II --------------------- PROFILE —SIDE PROFILE — FRONT EPDXY TO A.C. CONCRETE WHEEL STOP PAVING NTS 10.5 OADWAY WIDTH 8„ 1.9' 2.5a, 1' RADIUS 4" RADIU e . P I (MIN.) 401, i P n p PC COT CLASS "B" CONCRETE F = 2500 PSI 1 6" VERTICAL CURB & GUTTER PC/COT R/W I � I —Vr—YYHT 30' MINIMUM 3 - I= xr-m-1 I 8' WIDE GRADE TO MEANDERING CATCH EXIST CON RETE CONCRETE GROUND CURB & GUTTER SIDEWALK STD DEGT 209 PER PLANS H=6� OF 5' IS NOT PROVIDED BETWEEN BUMPER 6.5' SIDEWALK (MIN. 3' CLEAR OF CAR AND FAR EDGE OF HARDSCAPE, IN PARKING OVERHANG AREAS) PASSING SPACES MUST BE PROVIDED IN THE LOCATION VARIES SIDEWALK AT INTERVALS NOT EXCEEDING 200 FT. SEE PLANS FOR LOCATION 4 '. ,..'•: • •: ;," , . '';;� •' �: 6 VERTICAL CURB 5 WHEEL STO 8 (WHERE RE O Ki )'D) 20' WITH WHEEL STOPS 17' WITHOUT WHEEL STOPS IF 3.0' OVERHANG IS PROVIDED TYPICAL PARKING SPACE STRIPING DETAIL Engineering Planning Surveying The Landscape Architecture Urban Design �L,J Offices located in Tucson, Phoenix and Las Vegas 4444 East Broadway Blvd. Group Tucson, Arizona (520) 881-7480 Inc. NTS NTS NOTES: 1. CHARACTERS AND SYMBOLS SHALL CONTRAST WITH BACKGROUND 2-THE CHARACTERS AND BACKGROUND SHALL BE EGGSHELL, MATTE, OR OTHER NON —GLARE FINISH 3. CHARACTERS SHALL HAVE A WIDTH — HEIGHT RATIO BETWEEN 3 : 1 AND 1 : 1 ON WIDTH RATIO BETWLENTRO: 5 ALV. METAL 4.SIGNS SHOULD BE PROPERLY CENTERED POST CAP WITH THE PARKING SPACE 5.THE FACE SHOULD BE LOCATED NO FURTHER THAN 6 FEET FROM THE FRONT OF THE PARKING SPACE RESERVE "C" 2" SERIES GREEN COLOR LETTERS PARKING GREEN COLOR BAND BLUE FIELD W/ INT'L ACCESSIBILITY SYMBOL WHITE REFLECTIVE BACKGROUND TYP. • 1 /4" X 1 1 /4" SELF —DRILLING FASTENERS — MIN. 2 PER SIGN w VAN .080 GA. ANODIZED ALUMINUM SIGN FACE O ACCESSIBLE PROVIDE ALSO VAN ACCESSIBLE X Q z _ SIGN WHERE NOTED ON PLAN 2 V) 2" DIA. STD. GALV. POST — CAST �- z 1 —9 MIN. INTO 9 DIA. X 2'-0" CONC. �n ® ,� FOUNDATION. SET FDN. 3" BELOW o GRADE m --- - -- -- — ----- -- ---- - `t 0 IN ADDITION TO PAINTED PARKING SYMBOL, PROVIDE A 70 SQ,IN, SIGN SHOWING H/C SYMBOL ONLY AT EACH HANDICAPPED PARKING STALL PER TITLE 24 AND A.D.A. 3'-0"x3'—O" PAINTED SYMBOL-2—COATS BLUE FIELD AND WHITE BORDER AND SYMBOL SYMBOL TO BE CENTERED ON WIDTH OF PARKING STALL LOCAL PUBLIC STREET — 25mph 240' 190' 15' 15' J U U m O Z) J � SIGHT VISIBILITY TRIANGLE Two working days before you dig CALL FOR THE BLUESTAKES NOTE. THE AREA WITHIN THE SIGHT VISIBILITY TRIANGLE MUST BE ENTIRELY ENCLOSED BY THE R/W OR AN ESMT. 1-860-781-531 Blue Stake Center CALL COLLECT NTS 3'-0" X 6'-0" METAL DOOR , . 6 SCREENWALL ° a ° COLOR 8c TEXTURE T a� .Q Q° a a .Q $ 4.• a : TO MATCH ARCHITECTURE j`a • ; �-- . ; : ' ' `:. a aQ : o :-I. I : 1 OF BUILDINGS 00 . Q a d,• d e a ° Q 4 °. •° c . a I 00 9 1 : Ia v, ° d I:: Q a •aI.. a a. : 6" CONCRETE SLAB I ° .: a :. (2,500 psi) _ 44 4 0 d a. a° 4 ' Q 1: I Q ' a: ° tl4. • 4• .. 04 • , • QI -1Q . V . a N4 ° v j-­-_. MANAGEMENT DUMPSTER a.. A:. • J Q d 4. 4 d N e A Q a O . ° ..a ,4 .Q a a 44. 4 4 p 4 d Q ° <. TYPICAL —TYPE „A„ 4 a 4 a 4 °. o 4. . 4 4, .. 9 a .. : 6" CONCRETE SLAB POST BARRICADE ` .:r-. a o Q° 4° a 4 Q a ... ° ° 4 ...4 ° 4' (2,500 psi) STD. DTL. No. 106 °a° Q -- q a' . ®° . �° Q• TYPICAL OF 4 5= 0►> X G, Ott /� V — ry L4,—®a, a- — — - - 1 (2) #4 CONT. SECTION A -A 12 12"I PC 6" 0 VERT 1/8" RADIUS 1" RADIUS TOOLED EDGE co 6 SIDEWALK Al L CURB AT SIDEWALK NTS NTS 6.5 SIDEWALK LOCATION VARIES SEE PLANS FOR LOCATION VARIES SDWK 17' 24' 17' PARKING DRIVEWAY PARKING BLDG. 879 12' 12' 6" VERT. CURB PER STD. DTL. 213 CONC. S W PER STD. DTL. 200 T YPI CA L CROSS SECTION P.A.A®L NTS EROSION PROTECTION TOE —DOWN MIN. OF 2' BELOW CHANNEL LOW — FLOW INVERT. TYPICAL HANDICAP RAMP SIDEWALKICURB DETAIL SIDE SLOPES VARY (3:1 TO 15:1 ) --- ® 10OYR 'SZ— FLOOD PLAIN _=L 10YR FLOOD PLAIN NTS WHEEL STOP -4" W! 1 TE--� STRIPE (TYP, f b —� 011 PIP ®„ 1 � (min.) d BW TYPICAL CHANNEL SECTION B Qioo CFS V1oo (FPS) W BW (FT) D (FT) ie (FT) NORTH CHANNEL OS6 68 6.6 3 0 1.90 0.44 LOT 2/TEMPORARY SOUTH CHANNEL 352 7.95 6 1 20 1.50 0.42 GREENWAY CHANNEL OUTLET 412 8.33 6 20 1.65 0,46 3' MIN BLEAR (TYP) HANDICAP PARKING SIGN W/ VAN ACCESSIBLE PLATE PER ORO VALLEY SIGN CODE SEC. 12-502 G (TYP.) DEPRESSED CURB pC SEE PLANS FOR LENGTH 213 0_ 3.0' OVERHANG (IF WHEEL STOP NOT PROVIDED) FOR ALL AREAS IN WHICH A MINIMUM OF 5' IS NOT PROVIDED 5' MIN (TYP) PARKING. ACCESSIBLE ROUTES 8' FOR VAN SHALL MEET ADA REQUIREMENTS ACCESSIBLE HANDICAP PARKING SPACE STRIPING DETAIL NTS CLASS I PARKING THE COVERED, SECURED BICYCLE PARKING FACILITY PROTECTS AGAINST DIRECT SUNLIGHT AND THEFT OF THE ENTIRE BICYCLE AND OF ITS COMPONENTS AND ACCESSORIES BY THE USE OF: 1. BICYCLE LOCKERS 2. CHECK —IN FACILITIES 3. MONITORED PARKING 4. RESTRICTED ACCESS PARKING 5. OTHER SECUREDPARKING AS APPROVED BY THE TOWN OF ORO VALLEY. CLASS l / PARKING BIKE LOOP BL1436, WABASH VALLEY MANUFACTURING, INC. 800.253.8619. N OR APPROVED BY OWNER EQUIVALENT. EARTH TONE COLOR AS M DIRECTED. INSTALL PER MANUFACTURERS SPECIFICATIONS. 30" 30" CONC. SLAB 4" r 12" 12a' 12" DIA X 12" CONCRETE FOOTING PROFILE 95% PROCTOR - J � •4 • °. a• • d .. I co Z 4" 0 C. ;.'. rig 24"0.C• TYP 10 p. a PLAN VIEW BICYCLE PARKING DETAIL �3 FT APPROX. DEPTH 2 FT APPROX. DEPTH PRIMARY MINIMAL WASH SANDY MINIMAL PRIMARY PLANTING PLANTING BOTTOM WIDTH PLANTING PLANTING AREA AREA BETWEEN VARIES — 15 —30' AREA BETWEEN AREA 10 AND 100 YR TYPICAL NO 10 AND 100 YR FLOODPLAINS PLANTING FLOODPLAINS CHANNEL SECTION N TS N TS • • ` BLOCKS 1 THRU 6 AND COMMON AREAS A AND B BEING PORTIONS OF SECTIONS 31 AND 32, T 11 S, R 14E, G. &S. R. M., AND A PORTION OF LOT 8 OF RANCHO VISTOSO NEIGHBORHOOD 3 PHASE I RECORDED IN BOOK 54 MAPS & PLATS, PAGE 36, TOWN OF ORO VALLEY, PIMA COUNTY, ARIZONA SEPTEMBER, 2007 WLB NO. 185050—VW01-0105 SHEET 8 OF 10 CONTOUR INTERVAL: 1' SCALE: AS SHOWN OV 12-06-14 R/W R/W R/W 80' RIGHT-OF-WAY R/W 80' RIGHT-OF-WAY NTS 48 " RCS' STREET CROSSING T®_ Engineering Planning Surveying n Landscape Architecture Urban Design L Offices located in Tucson, Phoenix and Las Vegas 4444 East Broadway Blvd. G r®uB Tucson, Arizona (520) 881-7480 Inc. IV„ Two working days before you dig CALL FOR THE BLUESTAKES ILA 1-8 -7 1- 37'V1 Blue Stake Center CALL COLLECT R/W R/W R/W MgTngr) PARK ME R/W ;HT -OF -WAY NEW 8" SEWER ,)o CROSSING NTS R/W STRUCTURES TO MATCH ROCK ON-SI OV12-06-14 PRELIMINARY PLAT / DEVELOPMENT PLAN e. RANCHO VISTOSO NEIGHBORHOOD 3 INNOVATION CORPORATE CENTER= EAST BLOCKS 1 THRU 6 AND COMMON AREAS A AND B BEING PORTIONS OF SECTIONS 31 AND 32, T 11 S, R 14E, G. &S. R. M., AND A PORTION OF LOT 8 OF RANCHO V/STOSO NEIGHBORHOOD 3 PHASE l RECORDED IN BOOK 54 MAPS & PLATS, PAGE 36, TOWN OF ORO VALLEY, PIMA COUNTY, ARIZONA SEPTEMBER. 2007 WLB NO. 185050- VW01- 0105 CONTOUR INTERVAL: 1' All SHEET 9 OF 10 SCALE: AS SHOWN OV 12-06-14 i/ (� SEE- MR rip -11 11 se l '� ltrl � � r/ � ,•►i / kv, iA ��NORMAN. "� � I bliyv: ►r. '� ..� - - Ca{.Tj 1_�1i �,I /!,Ij�. �.-•. ���% ' " . � � ujl, � ./. g�, a. \• • { fly 1` I IMINSON IL N 0 VMS ♦ � >� t����.� �l �%� ,Q `� � \ � •�'� a ��;,�. , � � , 1 � + ,�,, /, % `� �� �° `` ,.,,.E �� �► t �, - 1 , �,,, °� !�� �y , `,�\ ./ 1 ,r r ,•�w �,�lr' ,ir. �`I)►i � . '•�j� � ''��, �, `i►J .fir � �j� �':;� � '�l � ��=1 ` r �: ,.� � ! .. 'tea. � �'a ,1 I � ��/, � ,�����+ `Y; � �, , Lt,3 �" •,�1/ �t� :,► r ``w� t1111 �rI _ t 111 tl;' t !r•�..:''.•'�±\� � � °'.�F ` 1 ..� I.T�� ' ' � ��`�. U/ '� t��`I / 11 „ C% BLOC VY IH 4660-1312 _ 1 \, \ "' ` �\ \ r T - -� r `-%• ;-^':= - �' apt ,�'/ _ ` � \ -� \ t � ' \ , a _. .. \ \ \ \\.\ ,\.-� �' \\ ',.\ , \t� '�/ ; ° � ;` ,\, •��-.--/`�� ,�='~�==' � � �.., ,'� , , � � 4 \a PVC Q44- BLOCK =_3l'08'pp» -680 00 \.- L=369.50 1--NEVI 7MH7 1. e ..__.. , NV =93.2 s \ ...•e n '; ` 5z,� 230.49 LF.uB�PVC 1 vow .40x ATE=93. N MH 5 • \� �..-----G4006-192 4E* MH BRIM=97.2 G-2006-192 gl� . �� IaV =85 43 4. LF" PVC a1. -.NEW MH#16 - `- G-2006-192 �. ; "BLO1 il. 1511-9 RIM=94 z »W�g o �G -9 .1 _ \� G-2006 �92 i , INV.=82.72 ° `t. „` r 9.1 ':� _ _; CAL CENTER.-71935 17 A ,• ;� _?'� ORO VALLEYNEW 51 o 1 - IiW MH#� FUTU G=2006-1'92 i B X U \` -` /li `//l \. / �_ _ \�/`'^, h'e•Y``' \ / / ' 1,.. r f. I ` I ' lj� i"i P_ •") UifiWYL ''C' 4°33 -LLJ �i 342.02 Lf Ir H#12 \ 200�-1�2 R=, 5.0 ! INO'?3' � �`� RIM=94. ,.,1,54 ? } I I \ INV =82.3 �t P ello \ I a v20 _ I SM T.NH SMT�QQQ"' Vw y o -r il \ \ \ \ \ i"- v \\ j I (i j R DKT. • 1 56 t ! -a °' r � c \• , t I - �\J !�, I NIz7�7&82 \ \\ l 9 ,- . l j J \' L G 31��'PIID2 l'55 47 RN11 -DKT 12617 �K 12.63 81 55 146.26 E INV.=7& N�lV=7a47� c, a . , - - - f -- y- "- " - -- 1 \ �.`� I -- AN00= 5M cta (ADOT 08 CAPW --_._-- --"-"�✓- -----!`"-~ _______•-.,. -.== -= ` -` ` -- __...-' _ � _ ` 488 cis (ADOT EST. PEAK .-- ,%-...®•%' ---' lip.- -�" _ _ _ -- " -- _... _ _�\ _.---•.-=----- - � `� ,� -- - _ _ _ j i , _ A ��QEngineering Planning Surveying �i Landscape Architecture Urban Design Offices located in Tucson, Phoenix `/''� LB and Las Vegas4. VrO�.l 444 East Broadway Blvd. Tucson, Arizona (520) 881-7480 Inc. Two working days before you dig CALL FOR THE BLUESTAKES 1®800-782-53i Blue Stake Center CALL COLLECT J 13 Q INV.®833��G » NEW MH \ 14 - R=175.00, 55 0 09 G-2006- 192 66 UTILI EA`, DKT, 9240, -TAN G_E RI N_E ROA . T DKT 924- PG322 LIMITS -------- _._. D�K-.-9240; P 2__ j IIJ 5 b1 W/j, r1l, 1440 1 918 ch (MOT DESim CAPACIT 651 is (ADOT EST. PEAK C '01'57"W 13.70' L=92.38' R=125.Q0 " 0=42 20 44 L=166.71' j R=245.00 ` A--38`59'16" 1 4 N3718'03"E L=75.19' TABLE OF 100-YEAR POST DEVELOPED PEAK DISCHARGE CONC. PT DRAINAGE AREA (ac) Q100 (cfs) 1.0 STORM DRAIN OUTLET 47.1 1.1 3.20 28.6 1.2 0.98 8.70 1.3 1.10 9.80 2.0 STORM DRAIN OUTLET 89.7 2.1 0.85 5.70 2.2 1.70 15.2 2.3 0.87 7.80 2.4 1.03 9.20 2.5 0.99 7.80 5.0 1.03 16.2 TABLE OF SEWER LINE LENGTH AND SLOPE POINT LENGTH SLOPE PUBLIC S1 40 If 1.60% S2 60 I.f. 1.73% S3 30.35 If 2.00% S4 79.81 I.f, 2.00% S5 50 If 1.80% S6 52.65 If 1.82% S7 30 If 3.40% S8 55 I.f. 1.00% S9 164.12 If 1.60% S 10 196.53 If 1.60% S 11 203.33 If 2.65% S12 126.95 I.f. 3.85% PRIVATE S13 125 If 1.60% S14 262.02 I.f. 0.75% S15 117.181.7 0.75% S 16 140 If t 3.80% i �,. .PRELIMINARY PLAT / DEVELOPMENT PLAN RANCHO VISTOSO NEIGHBORHOOD 0 NNOVATION CORPORATE CENTER- EAST BLOCKS 1 THRU 6 AND COMMON AREAS A AND B a BEING PORTIONS OF SECTIONS 31 AND 32, T 11 S, R 14E, G. &S. R. M., AND A PORTION OF LOT 8 OF RANCHO VISTOSO NEIGHBORHOOD 3 PHASE I ° RECORDED IN BOOK 54 MAPS & PLATS, PAGE 36, TOWN OF ORO VALLEY, PIMA COUNTY, ARIZONA LO 00 SEPTEMBER, 2007 WLB NO. 185050-VW01-0105 SHEET 10 OF 10 Z CONTOUR INTERVAL: 1' SCALE: 1 "=.100' OV 12-06-14 REVISIONS: 8Y: a OWNER REVISION MAG 07/10/07 OWNER REVSION MAO 3 11--21-07 �C0o 0-] ,., �� JAN 2 Z 2008 �r �O COPYRIGHT CQ 2007 Of Orocor- orate Center o , Lij Q� CC 04--� COMMON AREA FEATURES 1.L. a 44 0 L¢U > 0 0 Q Q o 0 z > f O°oo 0 O 0 00 w VENT I WEST �� o zC (� w J ABBREVIATIONS DEFERRED SUBMITTALS MATERIALS LEGEND NOTE: PROJECT SITE PLAN (NTS) �- ABV ABOVE A BUILDING PERMIT WILL BE REQUIRED AND 1.) REFER TO CIVIL PLANS FOR ADDITIONAL AC AIR CONDITIONING PLAN CHECK FEES COLLECTED FOR ALL REQUIREMENTS AND INFORMATION. ACOUS. T ACOUSTICAL TILE: DEFERRED SUBMITTALS. THESE DEFERRED EARTH PLYWOOD AFF ABOVE FINISHED FLOOR SUBMITTAL ITEMS SHALL NOT BE INSTALLED 2.) ALL ACCESSIBILITY TO THE BUILDINGS ALUM. ALUMINUM UNTIL THEIR DESIGN AND SUBMITTAL SHALL BE IN COMPLIANCE WITH CHAPTER ANOD ANODIZED DOCUMENTS HAVE BEEN APPROVED BY THE GRAVEL/ABC BATT INSULATION 11 OF THE 2006 I.B.C. AND THE BET. BETWEEN BUILDING OFFICIAL AS REQUIRED BY THE AMERICAN DISABILITIES ACT OF 1998. BOT. BOTTOM UNIFORM ADMINISTRATIVE CODE, SEC.302.4.2 �'" ..:' •• ? •-� CONCRETE BU BUILT-UP GYPSUM BOARD 0 BUR BUILT --UP ROOFING * NO DEFFERED SUBMITTALS REQUIRED METAL MASONRY LEGAL DESCRIPTION � PROJECT SITE CLG CEILING Q CLS CLOSET WOOD BLOCKING BEING A RESUBDIVISION OF RANCHO VISTOSO NEIGHBORHOOD 3, A PORTION CLR CLEAR � OF SEC 31 & 32 T11S R14E G&SRB&M TOWN OF ORO VALLEY COL. COLUMN NOTE: THIS I5 A "GENERIC" LOST !N THAT ALL MATERIALS PIMA COUNTY, ARIZONA. JP CONC CONCRETE SYMBOLS C/0 CLEAN OUT ii !V! ��77 SHOWN MAY NOT APPEAR ON THE FOLLOWING DRAWINGS. TL wt A' F � EA. EACH IL TITLE MARKER GENERAL N ERAL OTES ��NCyO EC ELECTRIC COOLER Lu LL EF EXHAUST FAN �ST0 r EXIST EXISTING O I EX 0 . CONC. EXPOSED CONCRETE •y-DRAWING NUMBER EX. FINISH FLOOR ELEVATION 1. SUBCONTRACTOR SHALL VISIT THE BUILDING SITE, INFORM HIMSELF OF CONDITIONS 11. WHEN THE REWORKING OF UTILITIES REQUIRES A TEMPORARY HALT IN OFFE W Al BUILDING SECTION UNDER WHICH HiWHRK IS MAY B� ENCOUNTERED CONCERNINGBE PERFORMED- !~WORKGROUNDS, AND UTILITIES OPERATION. THE CONTRACTOR TANGERINE RD (� FIN FINISH OBSTACLES C SHALL NOTIFY THE OWNER SUFFICIENTLY IN ADVANCE SO THAT THE FCO FLOOR CLEANOUT SHEET NUMBER PERFORMED. ACCEPT SITE AS FOUND AT TIME OF PROPOSAL. ARRANGEMENTS CAN BE MADE THAT WILL BE SATISFACTORY. Man FGL FINISH GRADE LEVEL L z FRP FIBERGLASS REINFORCED 2. CODES: WORK SHALL CONFORM TO THE REQUIREMENTS OF THE INTERNATIONAL U CD PLASTIC (SMOOTH) BUILDING CODE 2006 EDITION AND ALL LOCAL AND NATIONAL CODES AND GWB GYPSUM WALL BOARD AMENDMENTS. SUCH CODES AND REGULATIONS HAVE THE SAME FORCE: AND 12. UTILITIES LOCATED WITHIN THE CONSTRUCTION AREA TO REMAIN, SHALL EFFECT AS IF BOUND OR COPIED DIRECTLY INTO THESE CONSTRUCTION BE PROPERLY LOCATED AND PROTECTED THROUGHOUT THE CONSTRUCTION TEAM SHEET INDEX 0Q GWB* MOISTURE RESISTANT DOCUMENTS. PERIOD. GYPSUM WALL BOARD 5/A1 INTERIOR ELEVATIONS i3E11EL,OT�/CaSHEET NO. DRAWING TITLE HB HOSE BIBS 13. WHERE UTILITY SERVICES ARE DISRUPTED DUE TO BREAKAGE OR DAMAGE DURING VENTURE WEST GROUP ° HC HANDICAP SHEET NUMBER 3, INDUSTR}AL STANDARDS; EXCEPT WHERE THE CONTRACT DOCUMENTS INCLUDE T31 TITLE SHEET MORE STRINGENT REQUIREMENTS, APPLICABLE CONSTRUCTION INDUSTRY CONSTRUCTION, COMMENCE TO MAKE IMMEDIATE REPAIRS AND REMAIN ON THE 6007 EAST GRANT ROAD arc HM HOLLOW METAL DRAWING NUMBER JOB UNTIL REPAIRS ARE SATISFACTORILY COMPLETED AND SERVICES RESTORED. -- STANDARDS HAVE THE SAME FORCE AND EFFECT AS IF BOUND OR COPIED TUCSON ARIZONA DEVELOPMENT PLAN TO BE PROVIDED INSUL. INSULATION DIRECTLY INTO THE CONTRACT DOCUMENTS. SUCH STANDARDS ARE MADE A PH. 722-9292 "" FINAL PLAT FOR REFERENCE c� -- 1 -- 1 6 P 0 7 6 - OM H. 52 22 ROOM F N E. 'TA TS BY RE ERE C c� ME L A T EN oIS T F THE CONTR C DOCUM �520� B MTL PAR 0 A ONLY 14. AS —BUILT DRAWINGS: IT SHALL BE A CONDITION OF THIS CONTRACT THAT THE LANDSCAPE PLAN Y HORIZ HORIZONTAL T AND PLUMBING SUBCONTRACTOR MAINTAIN ONE SET OF AS —BUILT "" D DEVELOPER 101 ROOM NAME/NUMBER ELECTRICAL �►�iC:l-iTf#=CT PAVING & GRADING LAM LAMINATE PRINTS AT THE JOB SITE. ALL CHANGES IN WORK, ACTUAL INSTALLED LOCATIONS R 4. CONSTRUCTION DOCUMENT DISCREPANCIES: OMISSIONS OR CONFLICTS BETWEEN AND DEPTHS OF LINES, P}PIS, CLEANOUTS, ECC., CAREFULLY AND ACCURATELY EGLIN/COHEN ARCHITECTS IMPROVEMENT PLAN a MATL MATERIAL DETAILS OR SPECIFICATIONS VARIOUS ELEMENTS OF THE DRAWINGS, NOTES, LAGGED GAILY. ENTRIES ON THESE DRAWINGS MADE: IN RED PENCIL LINES DRAWN 7391 EAST TANQUE VERGE ROAD I" � NlC NOTIN CONTRACT DOOR NUMBER SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT BEFORELd No. NUMBER01 TO SCALE WITH INSTRUMENTS (NOT FREE —HAND). TUCSON ARIZONA 85715 PROCEEDING WITH THE WORK. .. OBD OPPOSED BLADE DAMPER PH. (520) 885-4455 � GENERAL STRUCTURAL NOTES AND DETAILS IN U- O.C. ON CENTER FAX (520) 885-2886 AS1 ARCHITECTURAL SITE PLAN PLAS PLASTIC ( A WINDOW MARK 5. VERIFICATION: CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AT JOB 15. VERIFY PROPERTY LINES PRIOR TO BEGINNING WORK. AS2 ENLARGED PLANS, ELEVATIONS & SECTIONS PLYWD PLYWOOD SITE AND REPORT ANY DISCREPANCIES TO THE OWNERS REPRESENTATIVE CmL_ A83 ENLARGED PLANS, ELEVATIONS & SECTIONS - BEFORE COMMENCING WITH THE WORK. CONTRACTOR SHALL VISIT THE BUILDING 16. TREAT SOIL UNDER SLABS FOR PROTECTION AGAINST TERMITES. PROVIDE 5 YEAR WRITTEN P.T. PRESSURE TREATED SITE, INFORM HIMSELF OF CONDITIONS UNDER WHICH THE WORK IS TO BE THE W A GROUP AS4 SITE WALLS Ar F` WARRANTY AGAINST INFESTATION. 4444 EAST BROADWAY ��F R RE:` ILIENT BASE A PARTITION TYPE PERFORMED, STRUCTURES, GROUNDS AND OBSTACLES WHICH MAY BE AS5 SITE WALLS vie REFL REFLECTED ENCOUNTERED DURING WORK TO BE PERFORMED. COMMENCEMENT OF WORK IS 17. THE PROJECT SHALL BE ENTIRELY CLEANED BY THE GENERAL CONTRACTOR TUCSON, ARIZONA 85711 RE/REF RE:I'ER 0.00 CONSIDERED ACCEPTANCE OF SITE AND CONDITIONS. PH. (520) 881-7480 TIP TUCSON ELECTRIC DRAWING VAN sAE� OIL ELEVATION MARK BEFORE OWNER OCCUPATION INCLUDING ALL WINDOW GLASS, MIRRORS, FLOORS, CT TILES FAX 520 881---7492 FG0 REQ'D REQUIRED 6. THE CONTRACTOR SHALL PROVIDE ALL ITEMS, ARTICLES, MATERIALS, OPERATIONS DUCTWORK ELECTRICAL PLATES. DURING CONSTRUCTION THE PREMISES SHALL ( ) E00 ELECTRICAL SYMBOLS AND ABBREVIATIONS ode SCHED SCHEDULE OR METHODS SHOWN OR IMPLIED INCLUDING ALL LABOR, EQUIPMENT AND BE KEPT BROOM CLEAN. SUBCONTRACTORS SHALL BE RESPONSIBLE FOR CLEANING UP EO.1 ELECTRICAL SITE PLAN -- LIGHTING �'Signed� SIM SIMILAR INCIDENTALS NECESSARY AND REQUIRED FOR THEIR COMPLETION. AND DISPOSING OF THEIR LITTER ON A REGULAR BASIS, AND SHALL BE RESPONSIBLE CZ0--TECH=AL E02 ELECTRICAL SITE PLAN -- POWER SQ SQUARE FOR LEAVING THE PROJECT IN A BROOM SWEPT FINISH CONDITION UPON COMPLETION OF E10 ONE —LINE DIAGRAM & CALCULATIONS STL STEEL 1 KEY NOTE THIER PORTION OF THE PROJECT. TERRACON STIR STORAGE 7. GENERAL CONTRACTOR TO COORDINATE UTILITY WORK WITH APPROPRIATE TRADES. 355 SOUTH EUCLID AVENUE STV STAIN & VARNISH CONTRACTOR TO NOTIFY BLUE STAKE TWO WORKING DAYS PRIOR TO EXCAVATION 18. THE GENERAL CONTRACTOR SHALL MAINTAIN THROUGHOUT THE CONSTRUCTION PERIOD SUITE 107 SUSP SUSPENDED (PHONE #800--782--5348). A CERTIFICATE OF INSURANCE FOR ALL LIABILITIES WITH A HOLD HARMLESS CLAUSE TUCSON, ARIZONA 85719 DRAWN PROTECTING THE OWNER AND THE ARCHITECT. GENERAL CONTRACTOR TO PROVIDE PH. (520) 770--1789 3 TJB SV SHEET VINYL TBD TO BE DETERMINEDREVISION 8. DO NOT SCALE FROM DRAWINGS. CONSULT ARCHITECT FOR CLARIFICATION. THE OWNER WITH A CERTIFICATE OF INSURANCE. CHECKED THRU THROUGH 19. THE GENERAL CONTRACTOR TO VERIFY ENTRY TILE LOCATION WITH INTERIOR DESIGNER. trMDWAPE A Ky-iCfECT E.S.E. T.O.S. TOE' OF SLAB 9. ALL CONSTRUCTION DEBRIS AND SURPLUS MATERIALS TO BE REMOVED ASDATE HIDDEN ABOVE CONSTRUCTION WORK PROGRESSES; AT COMPLETION, CLEAN ALL SURFACES AND THE WLB GROUP 11 Wto TYP TYPICAL UNO UNLESS NOTED OTHERWISE OR BELOW LEAVE PREMISES READY FOR OCCUPANCY. 4444 EAST BROADWAYSCALE VCT VINYL COMPOSITION TILE CENTER LINE TUCSON, ARIZONA 85711 N. V ! F. VERIFY IN FIELD PH. (520) 8$1--7480 N T. S. FAX (520) 881-7492 VTR VENT THROUGH ROOF Boa No. 10. SUBCONTRACTORS SHALL CONFINE THIER OPERATIONS TO THE CONTRACT AREAS. 2317-05 WC WATER CLOSET _ �A COLUMN, BUILDING GRID WCO WALL CL£ANOUT WH WATER HEATER ELECTRICAL DESIGN ASSOCIATES 7536 N. LA CHOLLA BLVD. W/ WITH TUCSON, ARIZONA 85741 NOTE: THIS IS A "GENERIC" LIST IN THAT ALL,MATERIALS NOTE: THIS IS A "GENERIC" UST IN THAT ALL MATERIALS PH. (520) 622-2196 TSI SHOWN MAY NOT APPEAR ON THE FOLLOWING DRAWINGS. SHOWN MAY NOT APPEAR ON THE FOLLOWING DRAWINGS. FAX (520) 622--2198 ADDTIONAL ARCHITECTURAL ABBREVIATIONS MAY BE USED. ADDTIONAL ARCHITECTURAL ABBREVIATIONS MAY BE USED, CONTACT ARCHITECT FOR CLARIFICATIONS. CONTACT ARCHITECT FOR CLARIFICATIONS. SHEET OF T} a c a - w 13QIES 1. FINISHED GRADE. 2. 1-#4 CONTINUOUS IN GROUTED BOND BEAM. 3. 8" MASONRY WALL GROUTED SOLID. 4. CONCRETE FOOTING WITH 2--#4 CONTINUOUS BOTTOM AND #4 AT 24" O.C. TRANSVERSE. 5. #4 AT 48" O.C. MAX. ALTERNATE BENDS AS SHOWN. 6. CMU WALL BY OTHERS. 7. 1'-0" SQUARE GRAVEL ROCK POCKET WITH 407o VOIDS. BOTTOM OF POCKET SHALL BE 8" ABOVE LOWER FINISHED GRADE, 8. 3�4" DIA. WEEP HOLES AT 6 -0" O.C. 9. LAP SPLICE, NOTES: 1. STEP FOOTING PER TYPICAL DETAIL 01 AS REQUIRED. j 2. PROVIDE MASONRY CONTROL JOINTS PER TYPICAL DETAIL AT 20'-0" O.C. 3. SEE CIVIL DRAWINGS FOR LOCATION OF WALLS. 101 2' 0" MASONRY RETAINING WALL WITH 5' 0" MASONRY FENCE J 4) SCALE: NOT TO SCALE 106341-S1-101 (6) .N.4� 1. FINISHED GRADE. C1) 2. 1-#5 CONTINUOUS IN GROUTED BOND BEAM. 3. 8" MASONRY WALL GROUTED SOLID. 4. CONCRETE FOOTING WITH 3-#4 CONTINUOUS BOTTOM AND #4 AT 24" O.C. TRANSVERSE. S. #5 AT 48" O.C. MAX. ALTERNATE BENDS AS SHOWN. 6. CMU WALL BY OTHERS. (3) 7, 1'-0" SQUARE GRAVEL ROCK POCKET WITH 40% VOIDS. BOTTOM (7) OF POCKET SHALL BE 8" ABOVE LOWER FINISHED GRADE, 8. 3�4" DIA. WEEP HOLES AT 6 -0" O.C. 9. LAP SPLICE. 4) NOTES: 1. STEP FOOTING PER TYPICAL DETAIL 01 AS REQUIRED. 2. PROVIDE MASONRY CONTROL JOINTS PER TYPICAL DETAIL AT 20'--0" O.C. S CIVI DRAWINGS FOR 3. EE L LOCATION OF WALLS. 4'__0" MASONRY RETAINING WALL WITH 5 -O" MASONRY FENCE 11°�J SCALE: NOT TO SCALE 107157-S1-102 /el (5) NOTES: 1. 1-#5 CONTINUOUS IN 8" DEEP GROUTED BOND BEAM. 2. 8" MASONRY WALL WITH #5 VERTICALS AT 48" O.C. - GROUT SOLID BELOW GRADE, 3. FINISHED GRADE OR CONCRETE SLAB WHERE OCCURS. 4. DOWELS TO MATCH AND LAP VERTICAL WALL REINFORCING PER G.S.N, - ALTERNATE BENDS. 5. CONCRETE FOOTING. 6. FOR TOP OF WALL, SEE ARCHITECTURAL DRAWINGS - 6'-0" MAX. 7. 1-#4 CONTINUOUS. 2'-0" 6'0" MAXIMUM FREE-STANDING MASOVY WALL AND FOOTING �v°71 SCALE: NOT TO SCALE 107157-S1-103 Ia% MN 113 N TES 1. CORNER BARS SAME SIZE AND SPACING AS HORIZONTAL REINFORCING. LAP PER G.S.N. (24" MINIMUM). 2. ALTERNATE BEND. 3. CONCRETE STEM WALL OR FOOTING. 4. REINFORCING PER PLANS AND /OR G.S.N. CORNER PLAN -- CORNER REINFORCING IN CONCRETE FOOTING SCALE: NOT TO SCALE G� HOOK )N 1 I A OR G c 4db OR 2 1 /2" MIN 180' o0 D < 90, IOR STEM WALL 200-030-TYP END H00KS,ALL GRADES BAR FINISHED 180--DEG HOOKS 90--DEG HOOKS SIZE BEND DIA p,IN. A OR G, IN. J, IN. A OR G,IN. #3 2.25 5 3 6 #4 3 6 4 8 #5 3.75 7 5 10 #6 4.5 8 6 12 #7 5.25 10 7 14 #8 6 11 8 16 #9 9.5 15 11.75 19 # 10 10.75 17 13.25 22 #11 12 19 14.75 24 # 14 18.25 27 21.75 31 # 18 24 36 28.5 41 TYPICAL REINFORCING HOOK SCHEDULE SCALE: NOT TO SCALE 200--045-TYP 1 (2) 6 MIN 1 N015; - {)61 • LAP SEE G.S.N. 9AR OFFSET 2. MAXIMUM 1/5 LAP BUT NOT MORE THAN 6". {3) (4) 4. R ( l d(I- MINIMUM). GI 5. RADIUS=3d FOR BARS NOT OVER #8; 4d FOR #9, #10 AND #11 BARS; 5d FOR #14 SPLICE DETAIL BAR CLEARANCE AND 18 BARS. FOR ALL GRADE 40 BARS WITIT H 180 DEGREE HOOK. `6) 6. 4d (4" MINIMUM). 7. 124 (90 DEGREE HOOK). "d" 4"d" (5) R 8. 6d (4" MINIMUM). "d" I r` 9. 135 DEGREE BEND. (�) 10. BEND AROUND 1 1/2" PIN FOR FOR #4SBARS, BENDUAROUND PIN 45'� (5) 2 1 /2" PIN FOR #5 BARS. $END HOOK DETAILS (8) (8 (9) (9) (10) h (10) COLUMN TIES BEAM STIRRUPS TYPICAL CONCRETE REINFORCING BAR DETAILS SCALE: NOT TO SCALE 200-050-TYP IAA> # SECTION i NOTES; �-------�� A. NO PIPE SHALL PASS THRU FOOTINGS OR UNDER COLUMN FOOTINGS. B. FOR TRENCHES GREATER THAN 3'-6" BELOW 80TTOM OF FOOTING, SEE PIPE PASSING BELOW WALL FOOTING DETAIL. N071r5: 1. C.I. SLEEVE 2" LARGER THAN PIPE. 2. NO SLEEVES PERMITTED. 3. EXCAVATION BELOW THESE LINES NOT PERMITTED. 4. CONCRETE FILL PIPE TRENCH - EXTEND 2'-O" EACH SIDE OF SLEEVE. 5. 3'-0" MAXIMUM - STEP I FOOTING IF NECESSARY IN ORDER TO MAINTAIN ' 3'--0" MAX HEIGHT. 6. BACK FILL PER SPECS. 7. 90% DENSITY - (ASTM D-698). 8. CONCRETE FOOTING. 9. SLEEVE - PROVIDE 1 /2" MINIMUM CLEARANCE AROUND PIPE OR CONDUIT. 10. PIPE OR CONDUIT, 11. CONCRETE FILL TO BE PLACED BEFORE FOOTING IS POURED - FORM SAME AS FOOTING AND POUR FULL WIDTH OF PIPE TRENCH. 12. STEM ALL. Nm- 1. MASONRY WALL. () 2. BOND BEAM REINFORCING. 3. CORNER BARS SAME SIZE AND SPACING AS HORIZONTAL REINFORCING - LAP PER G.S.N. (24" MINIMUM). 2} (3)-\ INTERSECTION ��2� (2) CORNER MASONRY BOND BEAM AT /N7£RSECT/N6 WALLS SCALE: NOT TO SCALE 1 1/2" _TYPICAL KEY IN CONCRETE SCALE: NOT TO SCALE 401-013--TYP GENERAL STRUCTURAL NOTES (APPLY UNLESS ROM 07NfR WF) 1. ALL WORK SHALL CONFORM TO THE 2006 INTERNATIONAL BUILDING CODE, 2. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL STRUCTURAL NOTES AND TYPICAL DETAILS. WHERE NO SPECIFIC DETAILS ARE SHOWN, CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ON THE PROJECT. 3. VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS PRIOR TO START OF CONSTRUCTION - RESOLVE ANY DISCREPANCY WITH ARCHITECT. DO NOT SCALE DRAWINGS, 4. THE CONTRACTOR SHALL TAKE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION INCLUDING, BUT NOT LIMITED TO, BRACING, SHORING, ETC, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND IMPLEMENTATION OF ALL SCAFFOLDING, BRACING, AND SHORING. OBSERVATION VISITS TO THE SITE BY THE STRUCTURAL ENGINEER SHALL NOT INCLUDE INSPECTION OF THE ABOVE ITEMS. THE STRUCTURAL ENGINEER WILL NOT BE RESPONSIBLE FOR THE CONTRACTOR'S MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES OF CONSTRUCTION. NOR WILL THE STRUCTURAL ENGINEER BE RESPONSIBLE FOR CONSTRUCTION SITE SAFETY, OR THE SAFETY PRECAUTIONS AND THE PROGRAMS INCIDENT THERETO. 5. THE CONTRACT STRUCTURAL DRAWINGS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. 6. ALL SLABS AND FOOTINGS SHALL BEAR ON FIRM, UNDISTURBED NATIVE SOIL. ALL SOIL BELOW FOOTINGS AND SLABS SHALL BE COMPACTED TO 957. MINIMUM IN ACCORDANCE TO ASTM D698. DESIGN SOIL BEARING PRESSURE - 1500 PSF. THE STRUCTURAL ENGINEER ACCEPTS NO RESPONSIBILITY FOR EXISTING SOIL CONDITIONS. FOOTING DESIGN IS BASED UPON MINIMUM INTERNATIONAL BUILDING CODE SOIL BEARING VALUES AS REQUIRED BY THE BUILDING CODE DEPARTMENT IN THE ABSENCE OF A SOIL REPORT, IT SHALL BE THE OWNER'S RESPONSIBILITY TO VERIFY THE SOIL BEARING PRESSURE AND TO DETERMINE WHETHER UNSUITABLE SOIL CONDITIONS (LE, EXPANSIVE OR COLLAPSIBLE SOILS, LOOSE FILLS, ETC.) EXIST. 7. LAP SPLICES FOR REINFORCING IN CONCRETE SHALL BE 30 BAR DIAMETERS MINIMUM. 8. LAP SPLICES FOR REINFORCING IN CMU SHALL BE 48 BAR DIAMETERS MINIMUM. 9. PROVIDE BENT CORNER BARS TO MATCH AND LAP HORIZONTAL REINFORCING AT CORNERS AND INTERSECTIONS IN CONCRETE FOOTINGS AND WALLS AND MASONRY WALL BOND BEAMS. 10. CMU WALLS SHALL BE REINFORCED AS INDICATED WITH A #4 BAR (MINIMUM) AT ALL CORNERS, INTERSECTIONS, WALL ENDS, BEAM BEARINGS, JAMBS, AND EACH SIDE OF CONTROL. JOINTS. PROVIDE #9 GAGE WIRE HORIZONTAL JOINT REINFORCING 16" O.C. 11. DESIGN LOADS: WIND: BASIC WIND SPEED = 90 MPH, EXPOSURE "B", 1 = 1.00 SEISMIC: DESIGN CATEGORY C 12. MATERIALS OF CONSTRUCTION: CONCRETE - ASTM C94, F'c = 3000 PSI AT 28 DAYS (DESIGNED FOR 2500) REINFORCING - ASTM A615 GRADE 40 FOR #5 AND SMALLER ASTM A615 GRADE 60 FOR #6 AND LARGER C#U - ASTM C90, GRADE N, TYPE 1 F'm = 1500 PSI GROUT - ASTM C476, 2000 PSI AT 28 DAYS MORTAR - ASTM C270, TYPE S, 1800 PSI AT 28 DAYS NOES, n9m. 1. CONCR.t l 1. LAP PER G.S.N. (24" MIN.) TYPICAL 2. KEYED JOINT - REMOVE FORM l 1 (2) (3) 2. TOP OF ALL FOOTING. MATERIAL PRIOR TO PLACING 3. PIPE THRU STEM WALL AS ADJACENT CONCRETE. 6" OCCURS - SEE TYPICAL DETAIL. MIN. 4. RETURN TO FOOTING ! THICKNESS AS SHOWN ON t�) 1111 (4) PLAN. 0 (2) U 1 NOTE: ALL DIMENSIONS ARE ±1/2". 200--023-TYP 2D 2D 2D NOTE- D = 2'-0" MAXIMUM. TYPICAL STEP IN CONCRETE FOOTING SCALE: NOT TO SCALE 200-020-TYP S C H N E I b E R' 17 00 E. fit. Lowell Rd. #109 Tucson, Arizona 85719 PHONE 520.51 2.8183 FAX 5 2 0 , 5 1 2 . 8 1 6 9 WEB www.sastructural.com ASSOCIATES STRUCTURAL E N G I N E E R S PROJECT NO. 107157 UNLESS THIS DRAWING IS SIGNED AND SEALED BY A LICENSED STRUCTURAL ENGINEER, IT IS A PRELIMINARY DESIGN AND SHALL NOT BE USED FOR CONSTRUCTION. REVISIONS: BY: U\Aj C�� tSI s tJ COPYRIGHT 2007 cc 0 D a®wiei(� N" z N LL it 0 Q I,- Q } 00 a.- Q Q oQ z' < �i000 �. a Cc 111 Z 2 0 I� �Q Q U C) Z aj 27349 RON= H. SCWMDM a BEEN AUTHORIZED BY ME THIS 11th DAY OF JULY 2007 SITE PLAN SCALE:1 "=50' REVISIONS: 0Y: OWNER REVISION 07/10/07 MAG �TOV COMMENTS 1 8-30-07 MAG QTOV COMMENTS 2 11-21-07 MAG OWNER REVSIONS A3 11-21--07 MAG COPYRIGHT Q 2007 Cr 0 E"" Z W N U- IX �4 (a) �! 4 -) > r J 0000 cd ° 0 1--1 Q Z J > 0000 O 0 Z 0 r1--f :E Z0 ° Z �t d W w. Z YJ W(y o z U a W v � U� \ w zz J� C� Q W l UJN EKED y 1FI VAN SA o EGLI 9 �s�9ned 9�Z�NA U •S P DRAWN TJ8 CHECKED E. S. E. DATE SCALE AS NOTED JOB NO. 2317-05 AS1 SHEET Of ,J.7'-O"t 3'-6"t o� I o OPEN THRU O LETTERING METAL TRIM - V MEW P-t,rww.lzll, • �' �. TUBE , 'G STEEL ` ✓.' FRAME / . e DETAIL SCALE. 3/4'= —0" 8„ 1, 4„ 8„ ��r--- 7'-0"t,L ._ ..W VISTOSO STONE : I N N ::VAT[ 4 N Corporate Center EL,E%/ -rlrNkl — 9;P=r %=CYTQ1 A Al ©l A'7 A '2 SCALE: ' BRICK CAP 3'-4"t 1 #5 CONTINUUS IN 8" DEEP GROUTED BOND BEAM LIGHT FIXTURE COORD. w/ELECT. 4" SLUMP BLOCK WALL WITH #5 VERTICALS AT 48" O.C. GROUT SOLID BELOW GRADE VARIES ` % CONCRETE FOOTING SEE FTG. W/3 #4 CONTINUOS SCHED. S'ECTKm 8 SECTION ---- - -- 1 ##5 CONTINOUS IN 8" DEEP GROUTED BOND BEAM N - J OPEN THRU 0 LETTERING LIGHT FIXTURE COORD. w/ELECT. o - !� t 4" SLUMP BLOCK WALL I - -� - WITH #5 VERTICALS AT C%J1 48 O.C. GROUT SOLID GRADE , .1 BELOW GRADE ;.�' VHKltZ>'- CONCRETE FOOTING SEE W/3 ##4 CONTINUOS FTG SCHED. SECTION sECTION O N � 6"f ;1 ELEVATION - PEDESTRIAN PLAZA SCALE: 1/2"=1'—O" „ xz -e SCALE: 1 /4"=1'-0" Alii•mb:i9 ELEVATION - MONUMENT SIGN SCALE: 1 /4"=1'—O" #Opp" 1 AS2 AS2 6. U .:. o0 I N N•• -•.oa ATI CAN Corporate Center OPEN LETTERING ELEVATION - MONUMENT SIGN SCALE: 1 /2"-1'--O" 7'-O" t Ir 5� N to PLAN — PEDESTRIAN PLAZA SCALE: 1 /4"=1'—O" REVISIONS: BY: OWNER REVISION 07/10/07 MAG Q2TOV COMMENTS 11--21-07 MAG COPYRIGHT © 2007 zri-I cl) uj 0 4---)Crad ..■. $::� }�.. z (y \C) w N z O V LL- x Q Lu >� 0*0 � Q J w o ( � C 0 T'""1 000 Z � it Z Z0 z 0 0 0- w 0 z w DRAWN TB/MAG CHECKED E.S.E. �DATE � SCALE AS NOTED JOB NO. 2317--05 AS2 SNEET OF 6'-- " CORRUGATED METAL A s ®BRICK -- CAP 2„ 'F2,> SLUMP ® BLOCK PIER 81, 4 BRICK CAP PWNTED'METAL GATE: "STEEL DECK � (RIBS AT 8-O.C.) WELDED TO 2"x4" ELEC. SERVICE PAN L BRI TUBE STEEL FRAME W/ PERFORATED COORD, w/ELECT. DWG CAP 8i f_ „ METAL ,..... _.. ...,.... "t SLUMP ` BLOCK .... .... ..... SLUMP :.....:.... s i BLOCK ... j.... _ J� F.F.E. F.F.E. C D TYPICAL TRASH ENCLOSURE ELEVATIONS 3 SCALE: 1 /14"=1'--0" 8 PAINTED METAL GATE: STEEL DECK (RIBS AS3 AT 8"O.C.) WELDED TO 2"x4" TUBE STEEL BRICK FRAME W/ PERFORATED METAL AP '0" 6— .. ... .. - SLUMP 1 ... - .. ... SLUMP BLOCK E'_.., .. :'x' BLOCK Opp F.F.E. .. .. .; . _ F.F.E. SIGNAGE IS NOT REVIEWED OR APPROVED WITH THIS PERMIT. i 8„ 1 #5 CONTINOUS IN 8" DEEP N GROUTED BOND BEAM 4" SLUMP BLOCK WALL WITH #5 VERTICALS AT 4" SLUMP BLOCK WALL 48" O.C. GROUT SOLID 0 WITH #5 VERTICALS AT _ BELOW GRADE i 48" O.C. GROUT SOLID Q (o BELOW GRADE a 71) - SIGNAGE BY SIGN CONTRACTOR 1 0-LIGHT FIXTURE COORD. w/ELECT. GRADE M _ VISTOSO STONE GRADE VARIES �, CONCRETE FOOTING SEE FTG W/3 #4 CONTINUOUS SCHED. TRASH ENCLOSURE SECTION SCALE: 1 /2"=1'-0" CONCRETE FOOTING SEE FIG W/3 #4 CONTINUOS SCHED. 5EPI—M DIRECTORY SECTION SCALE: 1 /2"=1'-0" C D TYPICAL TRASH ENCLOSURE ELEVATIONS 4 SCALE: 1 /4"=1'-0" f c DIRECTORY PLAN ,, SCALE: 1 /2"=1'-O" SIGNAGE BY SIGN CONTRACTOR N.I.C. UNDER SEPARATE PERMIT----- , 4'— 10" 3, 4„f VISTOSO STONE 7 AS3 BRICK CAP s DIRECTORY ELEVATION SCALE: 1 /2"=1'--0" 0 M 0 8 AS3 NOTE: FOR CURBING LAYOUT SEE SITE CIVIL/DEVELOPMENT PLANS CONC—FILLED STEEL PIPE TO +36" ABOVE SLAB — TYP. OF (6) E .z. - .6" CONC. SLAB , TYPICAL TRASH ENCLOSURE PLAN SCALE: 1 /4"•=1'--O" 11 DOUBLE TRASH ENCLOSURE PLAN SCALE: 1 /4"=1'--0" A� REVISIONS: BY: OWNER REVISION 07/10/07 MAG A TOV COMMENTS 1 8-30--07 MAC COPYRIGHT © 2007 z O V w co 06 z Z �U 0 �" a Q > w 000, cj �C -' w e �--f 0 Z j 00 p Z O a o z :5 0 0 °' o cr1c :i Z w Z w0 w U �- U V w 0 ui� D C 1C v�P 47 EVAN AR o EGL N d gned DRAWN MAG CHECKED E.S.E. DATE SCALE AS NOTED JOB NO. 2317-05 AS3 SHEET OF GRADE. BRICK CAP ><�a►W TH #5 VERTICALS ►IN O.C.• ♦SOLID u BELOW SEE FTG. sfcTm SITE WALL. SECTION SCALE: 1 /2"-1'-O" CONCRETE FOOTING W/3 #4 CONTINUOUS SUBMIT SHOP DRAWINGS TO ARCHITECT FOR APPROVAL PRIOR TO CONSTRUCTION REVISIONS: BY: OWNER REVISION 07/10/07 MAG QTOV COMMENTS 8-30-07 MAC A OWNER REVSIONS z 11-21--07 MAC COPYRIGHT © 2007 Z � � 10 Z �cl) 0 W N u— I: Q 4� X °oo o O 0 Z 000° 0 0 CamC.'' Z O C-) morrow Z W o 0� z0 JT W .. �w� a ~• N Fic r i� AN S R EGLIN d y9�2o'9ne U P. tVA r DRAWN EH/MAG CHECKED E.S.E. DATE SCALE AS NOTED JOB NO. 2317--05 AS4 SHEET OF REVISIONS: BY: OWNER REVISION MAG 07/10/07 A TOV COMMENTS MAG 1 8-30-07 Q2TOV COMMENTS MAG 11-21-07 r4 i1!1 6 E s �... 4 ...... _._._............. ...... _._ .... _ ... _. air I o o :., i 2'-i0" HIGH 3'•-•6" HIGH COPYRIGHT © 2007 I 3 —6 HIGH I 2 —10 HIGH 0 i t 0 Q [] 00 p SITE WALL ;� SITE WALL SITE WALL SITE WALL _ •— 11 � I N BERM N BEM �- ico ,: 1 2'-10" HIGH } �l.. iv 9 92'-29'-4" 40'-0" 9'-4" 92'-2" 9'-4" 40'-0" '-0' '--0' % _ k Id _ / 3' 4» '-O' -0' '-O » 40'-0" :» o _ f O-Q2--�Wj Lli , ViSTOSO PARK ROAD .. _ PLAN LL < ' Q � op Q J p Q o 0 Z > 7 —o t BRICK 3 °0*0 0 00 BRICK SLUMP CAP 3 _g BRICK SLUMP AS4 z CAP BLOCK 2'-10" 3._6» CAP BLOCK 2'-10' 6'--O» 2'_8" 2'-10" CAP K 0 ,rY'x�--�•;r,�c•c-e^yr �i^��„�> ��,s';r}f,.r•r;•�-tyrxr;��,��s�•�;2�?,.,•:r-r�z;rr,;.;;-e�-k-y-i--t.�r,�;r��.;.>cr-'�a•',nYrs��.-ri;rr...rtr^s--xr--'r•�cti^•�-•r-�-xr^••^.rrr�;�,-r-r�t�n;� ..xr ..;r;C-o•� . , a,Y .,-.,_• s - a_v::�..c.+a_> �., • '-z�� r •�..Fs.. �::r �..�-.�c'ii:.�: a. ��r 'n'y:`..•>:hia '''.>r � �-r,,-, �_:4''4'x 't. .r'+x s :'fcFC.'�" _ +.x r'tcTr ,+�-. .. .S'M..r Z:• w s TU MEE _____________________ ----- 5 VISTOSO PARK ROAD ____--_______-_---_�._..._.._ ELEVATION Z SCALE: 1/16"=1'-0" cl) 2 -10» HIGH 3 --6„ HIGH 00 SITE WALL SITE WALL 2 1 I W iv BERM I wL 40'-0" 9'-4" 73'-4" r - - - ... _ .. ,. -. ... .... ,. ...._ ....._. .., .- ... ... ..._ ,. '. fir -- U {� Q „ BRICK 22 -10 CAP 3 _6 •'a';c'S_.'+411tea:s,:�a:sr,�i:s!.Js �•c�.'+.zis ra:a_. ..r. x...._...n.+...c.L+r.''i..i -w'_ri!uwx`-.�Ss+.:r '-`i'�'ki! �%'.ra,, `'•-a.�r .Ya �x v : r l'ii.' '•. ... — ._ ... _...... _ _ ....... _ ELEVATION CONT.---v.... SCALE: 1 /16"=1'---O" ED qR cr'L 13 � o �'..•� E SA EGLI d lPs�gne� 99�ZONA SIGNAGE IS NOT REVIWED OR APPROVED WITH THIS PERMIT. DRAWN MAG CHECKED E.S.E. 1 DATE SCALE AS NOTED JOB NO. 2317--05 SUBMIT SHOP DRAWINGS TO ARCHITECT FOR APPROVAL PRIOR TO CONSTRUCTION AS5 SKEET OF , t � s J 0 is Cross at ► t • � T is •Lo4atfan � ! J f t CUSTOMER S FURNISH AND INSTALL NOTE: CUSTOMER TO, PROVIDE .A LEGAL DESCRIPTION t ; FOR. REQUIRED ELECTRICAL EASEMENTS. TEP WILL PREPARE Q & •E CONDUIT . PER SR-�2Q5 (SMOOTH—COR) AN EASEMENT FOR RECORDATION. North. �s 4E TRENCU BACm� PER SR.Pn7 �t '�1 �;f '�i �Y CABINETS � 'fit �f �1 �o SITE PREP FOR EQUIPMENT PER SR--'2Q8 ��*�'�'-2 CABINETS US` • TRENCH PER SR-2I5 T�D FOR FUTURE . STUB. 4! DUCT FOR FUTURE USE PER SR— 8 ARA�SFO�R SITES � REQUIRE ;-� p�f zs y,,s : EQUIPMENT HARRIERS PER SR�--23fl EASEEiT TRANSFORMER PAD I & 2 PER SR-2 PEE EQUIPMENT S REQUIRE A 15 x I EASEME,T xzzazaan i BOX PAD INSTALLATION SR--240 , J CUSTOMER TO ST ` EASEMENT 3—PHASE UNDERGROM SERVICE ER S FOR SR-405, SR-4141 SR-418, . TEP VERIFICATION , SR- 422, SR-- 43Q ' i FUTHER SPECIFICATIONS TO D "TER•ED j AT THE TIp EIIECTRICAAL LO PI:ANS ARE (� CONSTRUCTION' DRAG ' , ' t+`iUTED • INTENDED FOR PLAOMENT OF TEP'S Loeatzon Plan _Nod to Scale UNDERGROUND DISTRIBUTION SYSTEM. FAULT CURRENT PER S 'SI. A SIZVOLTAGE TYPE AND AFC To BE �, PLEASE VISIT TEP BSITE FOR aN I E DETERRED aNCE I;ND�UAL BUILDING J ve j C REQUIRE NTS WWW.TEP.CO EI; CTRICAL PLANS ARE SUBMITTED TO J ; • s , 3z gas PLEASE C $ 8�'8300 WHEN INQUIRING i Y ' t ; *****FEEDER COSTS J & PRIOR TO ' •Sg a . ON THE STATU' F FOUR PROJECT OR IMPROVEMENT COSTS APPLY AND D `vCbr-28 M. REQUESTIN' C� INSPECTIONS ARE BRItABLE TO THE CUSTOMER NOTE: FOR 3—PHASE DEIiGROUND SERVICE, ITIS ; ,ys ���� THE CUSTOMER S RES NSIBUM TO FURNISH AND , cz 3t 0140 .INSTALL THE SERVICE C NDUCTQRS FROM THEAuld 0a CU•STOMER'S SW TCII AR TO THE TEP EQUIPMENT. vc� -zs TEP DOES NOT F SH THESE CONDUCTORS, 12PO ; E FEEDERWR # 182681 3 - 12POS f �/�j PER t MMUM . SIZE AND QUANTITY AMOMD i. ER 200A TEP SPEC WR # 178512 i •, `�`.. 1 UP T rMyrix UNDERGROUND SERVICE CANDUCMUR V t Q c E q E Z 1 Z t J w.,wwwwwww.Rw h.w ww w.. ww...w ...........w w. t , r` � b raw ♦1.,1wMww•.wwrwNn.,ww.•.•w.r,.www...w.•MwNMu•.w­Nrwl.wMrwlwwwwr..rwwwnh......wrwnw Y,.wn.•vhw--wrw.,rww---------- .•------------ l rn Mwwruwwww♦ i • 1 •\ \ ��1 \ \ ! 1 Lor a VCLF-34 2- 0 Diva m 2—� ��VF ROOD mm . z» � Auer Iz�rnx� LOT 5 LOT 6 :• Tellez Denise V D I U4 .blot uoge: YC • 2LI ED TO IQ CONDUCTORS PER. PHASE. E i DRAWING LEGEND PER SR- 601 ' J , t ' t s t . J ! s , t . J i LOT 4 . t — M M M N M M-— N — w N W— M— w M w ,w w—— w w w- w. — M w M— w. M w. N—— W w .. w———— — w w— .w — r ——— — r— M w• — .,n i x» �� �ucrsrua�ux I-6Im7SREV= REVISED DRAWING ADDED PULLBOXES FOR BACKBONE AND RELOCATEDJ-2 CABINETS 6w-'7-_08, Approved for construction. Electrical facilities will not be installed untill all contingences hav been met. B NOTES: 1) A permit is rewired for trenching within public rig ht--of-wa , please submit a permit number to TEP. 2) TEP reserves right to change transformer size. Two Working Days Before You Dig CALL FOR THE BLUE STAKE 1-800--782--6348 Blue Stake Center Tucson' ITucson Electric lllectrlc power Company Power Taoson, Arizona raving Type:Construetion Drawing ganizatlon:INNOVATION CORPORATE CTR—EAST ob Address: INNOVATION PARK DR tsigner:ROMERO I, 1prcj. No:2007-1-070 ate Plotted:06/10/2007 10.36:38 Scaie:1:100 'ork Request 11480108.j 11 14 31 2 raving No: 07--08-0009--00-4 Sheet L of L ELECTRICAL NOTES 1. COMPLY WITH OR FXCEED THE REQUIREMENTS OF THE 2005 EDITION OF THE NATIONAL ELECTRICAL CODE, AND APPLICABLE LOCAL, STATE, AND FEDERAL ORDINANCES. OBTAIN ALL REQUIRED STATE AND LOCAL PERMITS AND ASSOCIATED FEES. 2. WIRING DEVICES, SWITCHES, RECEPTACLES, ETC., TO BE FLUSH MOUNTED UNLESS OTHERWISE NOTED. 3. COORDINATE WITH OTHER TRADES TO AVOID CONFLICTS AND TO VERIFY EQUIPMENT CONNECTIONS, AND FOR COMPLETE INSTALLATION AND CONNECTION. 4. INSTALL A COMPLETE ELECTRICAL SYSTEM PER CONTRACT DRAWINGS AND ENSURE THAT THE SYSTEM IS OPERATIONAL UPON JOB COMPLETION. 5. COORDINATE ALL WIRING DEVICE LOCATIONS AND ELEVA11ONS INDICATED ON PLANS WITH THE OWNER, ARCHITECT AND FINAL FURNITURE/EQUIPMENT LAYOUTS, 6. A) FURNISH AND INSTALL ALL BRANCH CIRCUIT WIRING IN ACCORDANCE WITH THE 2005 NATIONAL ELECTRICAL CODE AND THIS DRAWING. B) MAXIMUM LOAD PER 20A/1P CIRCUIT: 1920 WATTS AT 120V; 4400 WATTS AT 277V. C) VOLTAGE DROP SHALL BE LIMITED TO 3% ON ALL BRANCH CIRCUITS. 7. A) INSTALL CONDUIT WITH SIZES AS INDICATED OR REQUIRED RIGIDLY SECURED IN PLACE WITH NOT LESS THAN ONE MALLEABLE, CORROSION PROOF, ALLOY STRAP OR HANGER PER EIGHT FEET OF CONDUIT. PERFORATED STRAPPING IS NOT ACCEPTABLE. B) SUPPORT ALL CONDUITS FROM STRUCTURAL SLABS, WALLS, STRUCTURAL MEMBERS AND ROOF JOISTS. DO NOT SUPPORT CONDUITS FROM CEILING TIE WIRES, DUCTWORK, PIPING OR OTHER NONSTRUCTURAL MEMBERS. 8. PANELBOARDS A) PROVIDE BREAKERS BOLTED IN PLACE. BREAKERS TO HAVE MINIMUM 10,000 AIC RATING. MULTI -POLE BREAKERS WITH COMMON TRIP SHALL BE FURNISHED WITH 4 BREAKER LOCK-ONS FOR EACH BRANCH CIRCUIT PANELBOARD. B) BALANCE PANEL. FEEDERS WITHIN 5% UNDER FULL LOAD CONDITIONS. C) VERIFY ELECTRICAL REQUIREMENTS FOR MOTORS AND EQUIPMENT PRIOR TO ORDERING BREAKERS FOR PANELBOARDS. D) PROPERLY FILL IN CIRCUIT DIRECTIONS WITH A TYPEWRITER AT THE COMPLETION OF THE JOB, WITH DESIGNATIONS AS DETERMINED BY ARCHITECT. 9. GUARANTEE LABOR AND MATERIAL INSTALLED OR FURNISHED UNDER THIS CONTRACT FOR A PERIOD NOT LESS THAN ONE YEAR AFTER FINAL ACCEPTANCE OF THE BUILDING. 10. DEFINITIONS: FURNISH OBTAIN, PAY FOR AND DELIVER TO THE WORK SITE. INSTALL TRANSPORT, CONNECT, TEST AND PLACE IN OPERATION. PROVIDE - FURNISH AND INSTALL. INDICATED -- PORTRAYED BY PRINTED OR GRAPHIC MEANS. I11. PROVIDE PULL STRING IN ALL SPARE/EMPTY CONDUITS (TYPICAL). ELECTRICAL SPECIFICATIONS A. THE SCOPE OF THE WORK COVERED BY THESE SPECIFICATIONS INCLUDES LABOR, EQUIPMENT, AND MATERIALS FOR THE COMPLETE ELECTRICAL SYSTEM. MATERIALS AND EQUIPMENT ARE NEW, OF MANUFACTURER'S STANDARD CONSTRUCTION, INSTALLED IN ACCORDANCE WITH ACCEPTED PRACTICE. RESPONSIBILITY CONTINUES FOR CORRECTION OF DEFECTIVE MATERIAL AND WORK DISCLOSED DURING THE GUARANTEE PERIOD OR THE FIRST OPERATING SEASON. THE DRAWINGS AND SPECIFICATIONS ARE COOPERATIVE AND SUPPLEMENTARY, AND IT IS THE INTENT OF BOTH DRAWINGS AND SPECIFICATIONS TO COVER THE ELECTRICAL REQUIREMENTS AS NEARLY AS POSSIBLE. CLOSELY CHECK THE DRAWINGS AND SPECIFICATIONS FOR ANY OBVIOUS CONFLICTS, ERRORS OR OMISSION AND NOTIFY THE ENGINEER OF ANY PRIOR TO THE RECEIPT OF BIDS. PROPERLY ADJUST THE VARIOUS ELECTRICAL DEVICES, BALANCE PHASES, MAKE THE REQUIRED TESTS, ETC., UNTIL THE ENTIRE ELECTRICAL INSTALLATION FUNCTIONS PROPERLY IN EVERY DETAIL. B. RACEWAYS - PROVIDE CONDUIT OF TYPES AND SIZES INDICATED WITH FITTINGS AND ACCESSORIES FOR A COMPLETE SYSTEM. USE 3/4" TRADE SIZE MIN. AND SECURITY SUPPORT USING BOLTED CLAMP TYPE HANGARS, LIKE MINERALLAC OR CHANNEL TYPE LIKE B-LINE. GALVANIZED RIGID STEEL CONDUIT - FOR: PANEL FEEDERS, WET LOCATIONS, WHERE SUBJECT TO ABUSE, WHERE 2-1/2" TRADE SIZE OR LARGER IS INDICATED. C. ELECTRICAL METALLIC TUBING (EMT) - FOR PROTECTED, DRY LOCATIONS, BRANCH CIRCUITS AND COMMUNICATION RACEWAY UP TO 2" TRADE SIZE. USE STEEL BODY SET SCREW OR COMPRESSION TYPE COUPLINGS AND CONNECTORS (DIE CAST IS NOT ACCEPTABLE) NON-METALLIC CONDUIT (SCHEDULE 40 PVC) -NOT ALLOWED. D. WIRE AND CABLE -- PROVIDE INDICATED TYPE/SIZE WIRE/CABLE PRODUCTS. RUN ALL WIRE IN CONDUIT, U.N.O. USE 2 #12, #12 GRD. MIN. MC CABLE MAY BE USED WHEN IN COMPLIANCE WITH NEC. TYPE THHN/THWN FOR #6 AWG AND SMALLER EXCEPT FOR WIRE BELOW GRADE. TYPE XHHW FOR LARGER THAN #6 AWG AND FOR ALL WIRE BELOW GRADE. E. BOXES AND FITTINGS - PROVIDE BOXES AND FITTINGS OF APPROPRIATE TYPE FOR EACH APPLICATION. USE: APPLETON, O.Z./GEDNEY, HUBBELL. EXTERIOR (WEATHERPROOF) BOXES - CAST METAL, CORROSION RESISTANT, THREADED CONDUIT ENTRY, WITH MATING COVERS AND GASKETS. FOR EXTERIOR USI: HUBBELL #5221 FIBERGLASS/PLASTIC COVER FOR DUPLEX RECEPTACLE. INTERIOR BOXES SHALL BE 4" MIN. SQUARE FITTED WITH SQUARE CUT DEVICE RING OR SINGLE PIECE MASONARY TYPE, NON-GANGABLE AND SET FLUSH WITH FINISHED SURFACE. JUNCTION AND PULL BOXES -- PROVIDE CODE -GAGE, GALVANIZED SHEET STEEL APPROPRIATE FOR EACH APPLICATION. CONSTRUCT WITH WELDED SEAMS AND SCREW COVERS ATTACHED WITH STAINLESS STEEL FASTENERS. F. WIRING DEVICES -- PROVIDE WHERE INDICATED WHITE WIRING DEVICES OF CONFIGURATION RATING AND TYPE. USE: G.E., LEVITON OR HUBBELL. DUPLEX RECEPTACLE -- U.L. LISTED AS FED SPEC COMPLIANT, 3-WIRE, 2--POLE WITH GROUND, 125 VOLT, 15 AMPERE, WITH METAL PLASTER EARS; SPRING LOADED, SCREW ACTIVATED PRESSURE PLATE TERMINALS, BACK AND SIDE WIRED WITH GROUND TERMINAL BONDED TO MOUNTING YOKE. G.E. 5252. MOUNT AT +18" A.F.F U.N.O. G. GROUND FAULT CIRCUIT INTERRUPTER (GFCI) - 20 AMP GFI, 120 VOLT, SOLID STATE, 5 MILLIAMP TRIP LEVEL, HUBBELL #GF5262 OR EQUAL. H. MOTOR AND CIRCUIT DISCONNECTS - PROVIDE PROPER HP, VOLTAGE AND CURRENT RATING & NEMA TYPE DISCONNECT. FURNISH WITH OVERCURRENT PROTECTION AND OTHER ACCESSORIES AS INDICATED. USE NEMA 3R ENCLOSURE IN WET LOCATIONS. USE: SQUARE D OR G.E.,. SWITCH TYPE -- HEAVY DUTY, SHEET STEEL ENCLOSED, 2, 3 OR 4 POLE, QUICK -BREAK, VISIBLE BLADE, INTERLOCKED DOOR, PAD LOCK LOCKOUT PROVISION HIGH CONDUCTIVITY COPPER CURRENT CARRYING PARTS, SILVER TUNGSTEN CONTACTS, POSITIVE PRESSURE/SPRING ASSISTED FUSE: CLIPS (FUSED TYPES). I. FUSES - PROVIDE PROPER SELECTION OF FUSE(S) FOR EACH APPLICATION INDICATED AND WITH RESPECT TO VOLTAGE, CURRENT LIMIT, TIME/CURRENT CHARACTERISTICS, AND AVAILABLE FAULT CURRENT. FURNISH PRODUCTS OF ONE OF THE FOLLOWING BUSSMAN, GOULD OR LITTLEFUSE. UL CLASS RK1 - 250 OR 600 VOLT RATING, 0-600 AMPERES. USE FOR PROTECTION OF CIRCUIT BREAKER PANELBOARDS. J. INSTALLATION -- INSTALL COMPLETE RACEWAY SYSTEM IN PROGRESS WITH OTHER TRADES AND PRIOR TO PULLING WIRE/CABLE. FOLLOW NECA GUIDELINES FOR NEAT, FIRST CLASS WORKMANSHIP. SELECT PROPER SUPPORTS AND ANCHORS AND ALLOW AIR SPACE WHEN MOUNTING TO MASONRY OR CONCRETE SURFACES. WIRE LANDED ON BACK -WIRED DEVICES AND CLAMP TYPE TERMINAL BLOCKS DO NOT REQUIRE CRIMPED LUGS. MOUNT WITH TOP AT 661. SELECT FUSES BASED ON NAME PLATE RATING OR OTHER MANUFACTURER'S RECOMMENDATION WHEN AVAILABLE AND INSTALL IN EACH FUSIBLE DEVICE. PLACE INTUMESCENT FILL MATERIAL IN PENETRATIONS OF FIRE RATED ASSEMBLIES. MARK PANELBOARDS WITH PANEL DESIGNATION ABOVE DOOR AND INSIDE OF DOOR WITH PANEL DESIGNATION, VOLTAGE AND FEEDER DESIGNATION. MARK STARTERS, DISCONNECTS, ETC. WITH UNIT DESIGNATION, EQUIPMENT SERVED, VOLTAGE AND FEED CIRCUIT. APPLY FOLLOWING FINISH PAINTING AS APPLICABLE. BLUNT SCREW POINTS AFTER INSTALLATION TO PREVENT INJURY. ( K. GROUND THE ELECTRICAL SYSTEM. PROVIDE WIRE, CABLE, LUGS, CLAMPS, SURGE ARRESTORS AND RELATED PRODUCTS AS REQUIRED FOR A 1 COMPLETE GROUNpfNG SYSTEM. PROVIDE EQUIPMENT GROUNpING CONDUCTOR IN ALL CONDUITS. SIZE WIRE ACCORDING TO THE NEC. ABBREVIATIONS WAR-K-1 DEFINITION A AMPERES AC ALTERNATING CURRENT AFG ABOVE FINISHED GRADE AIC AMP INTERUPT CAPACITY AUX AUXILIARY AWG AMERICAN WIRE GAUGE BLDG BUILDING BKR BREAKER C CONDUIT CB CIRCUIT BREAKER CKT CIRCUIT DC DIRECT CURRENT DPST DOUBLE POLE SINGLE THROW EC ELECTRICAL CONTRACTOR ELEC ELECTRICAL EM EMERGENCY EMT ELECTRICAL METALLIC TUBING EQUIP EQUIPMENT F FUSED GC GENERAL CONTRACTOR CRD GROUND HZ HERTZ JBOX JUNCTION BOX KV KILOVOLTS KVA KILOVOLT AMPERES LC LIGHTING CONTACTOR LTG LIGHTING LTS LIGHTS MCB MAIN CIRCUIT BREAKER MECH MECHANICAL MH METAL HALIDE MLO MAIN LUGS ONLY MTD MOUNTED MTG MOUNTING NEC NATIONAL ELECTRIC CODE NFPA NATIONAL FIRE PROTECTION ASSOCIATION NM NONMETALLIC NTS NOT TO SCALE OC ON CENTER PC PHOTOCELL PNL PANEL PSI POUNDS PER SQUARE INCH PVC POLYVINYL CHLORIDE PWR POWER QTY QUANTITY REQD REQUIRED SPST SINGLE POLE SINGLE THROW TC TIME CLOCK TP TAMPER PROOF TYP TYPICAL UGE UNDERGROUND ELECTRICAL UGT UNDERGROUND TELEPONE UL UNDERWRITERS LABORATORY UNO UNLESS NOTED OTHERWISE V VOLTS VA VOLT AMPERES W WATTS WP WEATHERPROOF XFMR TRANSFORMER YMBOL LEGEND LIGHTIN SYMBOL DESCRIPTION PC � K K �' F PHOTOCELL 1 FLOOD LIGHT (2 HEAD-10OW MAX) HID SITE LIGHT FIXTURE, K DENOTES TYPE, SQUARE/RECTANGULAR HOUSING FLUORESCENT LIGHT FIXTURE. F DENOTES TYPE. SYMBOL LEGEND -- POWER SYMBOL DESCRIPTION 0 JUNCTION BOX SIZE AND INSTALL PER NEC 370. L - _ -1 PANEL BOARD, SURFACE MOUNT, REFER TO -� _ -J PANEL SCHEDULE I I TRANSFORMER (XFRM) - SITE AND FLOOR PLANS TRANSFORMER (XFRM) - ONE LINE DIAGRAM CIRCUIT BREAKER SWITCH AND FUSE GROUND C GENERAL NOTES 1. VERIFY DIMENSIONS FROM ARCHITECTURAL DRAWINGS. 2. VERIFY EXACT LIGHT FIXTURE LOCATION IN COORDINATION WITH OTHER TRADES AND RELOCATE AS NECESSARY FOR EXPOSED DUCTS, PIPING, ETC. AS DIRECTED. OUTDOOR LIGHTING CODE COMPLIANCE 2004 TOWN OF ORO VALLEY) 7 Project is located in Lighting Area E3 Total Site Area is 10.0000 ACRES ALLOWABLE TOTAL LUMENS: (OPTION #3) Total = 200,000 * 10.0000 = 2,000,000 Total Unshielded = 12,000 * 10.0000 - 120,000 Total Fully Shielded = 188,000 * 10.0000 - 11880,000 Actual Installed Lumens: Fixture Type Fixture Quantity Fixture Lumens Shielding_Lumens Total Unshielded Lumens Exemption TYPE K1 (1/25OW MH) 14 20500 FULLY 287000 - TYPE K1A (2/25OW MH) 4 41000 FULLY 164000 - TYPE K1B (1/25OW MH) 5 20500 FULLY 102500 - TYPE K2 (30 FT. LED) 4 2000 EXEMPT 0 - see note below TYPE K3 (1/150W PAR38) 3 3700 UNSHIELDED 11100 11100 TYPE F1 (2/26W CFL) 62 2880 FULLY 0 - f.c.o. under conol Totals 564600 LU 11100 LU 2000000 TOTAL LUMENS ALLOWED ON SITE 564600 TOTAL LUMENS USED 1,435,400 Unused Lumens 120000 TOTAL UNSHIELDED LUMENS ALLOWED ON SITE - 11100 TOTAL UNSHIELDED LUMENS USED 108900 Unused Unshielded Lumens #internally illuminated sign which complies with TOV Sign Code, Section 28.3. B, c. OUTDOOR LIGHTING CODE COMPLIANCE (FUTURE BUILDINGS) Building/ SQ. Total Shielded Available Unshielded Available Pad Number FTGE. Lumens/Bld2 Shielding Lumens Lumens Columnl Column2 BUILDING 1 1500 25,125 Mostly 23,115 2,010 BUILDING 2 1500 25,125 Mostly 23,115 2,010 BUILDING 3 1500 25,125 Mostly 23,115 2,010 BUILDING 4 1500 25,125 Mostly 23,115 2,010 BUILDING 5 1500 25,125 Mostly 23,115 2,010 BUILDING 6 1500 25,125 Mostly 23,115 2,010 BUILDING 7 1500 25,125 Mostly 23,115 2,010 BUILDING 8 1500 25,125 Mostly 23,115 2,010 BUILDING 9 1500 25,125 Mostly 23,115 2,010 BUILDING 10 1500 25,125 Mostly 23,115 2,010 BUILDING 11 1500 25,125 Mostly 23,115 2,010 BUILDING 12 1500 25,125 Mostly 23,115 2,010 BUILDING 13 2000 33,500 Mostly 30,820 2,680 BUILDING 14 2000 33,500 Mostly 30,820 2,680 BUILDING 15 2000 33,500 Mostly 30,820 2,680 BUILDING 16 2000 33,500 Mostly 30,820 2,680 BUILDING 17 1500 25,125 Mostly 23,115 2,010 BUILDING 18 1500 25,125 Mostly 23,115 2,010 BUILDING 19 1500 25,125 Mostly 23,115 2,010 BUILDING 20 1500 25,125 Mostly 23,115 2,010 BUILDING 21 2000 33,500 Mostly 30,820 2,680 BUILDING 22 2000 33,500 Mostly 30,820 2,680 BUILDING 23 1500 25,125 Mostly 23,115 2,010 BUILDING 24 1500 25,125 Mostly 23,115 2,010 BUILDING 25 1500 25,125 Mostly 23,115 2,010 BUILDING 26 1500 25,125 Mostly 23,115 2,010 BUILDING 27 2000 33,500 Mostly 30,820 2,680 BUILDING 28 2000 33,500 Mostly 30,820 2,680 BUILDING 29 1500 25,125 Mostly 23,115 2,010 BUILDING 30 1500 25,125 Mostly 23,115 2,010 BUILDING 31 1500 25,125 Mostly 23,115 2,010 BUILDING 32 1500 25,125 Mostly 23,115 2,010 BUILDING 33 1500 25,125 Mostly 23,115 2,010 BUILDING 34 1500 25,125 Mostly 23,115 2,010 BUILDING 35 1500 25,125 Mostly 23,115 2,010 BUILDING 36 1500 25,125 Mostly 23,115 2,010 BUILDING 37 20000 335,000 Mostly 308,200 26,800 Totals 1,306,500 1,201,980 LU 104,520 LU TOTAL ACRES 10.00 TOTAL FULLY SHIELDED LUMENS ALLOWED 2,000,000 TOTAL UNSHIELDED LUMENS ALLOWED 120,000 TOTAL LUMENS USED + BUILDING MNTD LUMENS ALLOWANCE- 1,871,100 UNUSED LUMENS 248,900 TOTAL UNSHIELDED LUMENS ALLOWED ON SITE 120,000 TOTAL UNSHIELDED LU USED + BLDG MNTD UNSHIELDED ALLOWANCE- 115,620 UNUSED UNSHIELDED LUMENS 4,380 7536 N. La Cbolla Blvd. Tucson, Arizona 85741 Phone (520) 622-2196 Pax (620) 622--2198 ED vi"w.eda-azxom Project #: 07012 REVMM BY: 1 OWNER REVISIONS 07/1%7 P.M.M. 0 0NO REV. 9 10 07 3 OWNER REVISIONS 11 /27/07 S.C.P. comoff © 205) Q Z 0 N Q J Q 0 tE 0 Z� W �. OW U I- 2I W W It D Q W U. Q W Q Z O 2 G Q U 749 JEWM i.ESKA Dom J.K./P.M.M. CW= SLJ om 06 i5/07 �cxc 07012 E0w0 OHM a L J m V) Q U U J w LIGHT FIXTURE SCHEDULE MARK MANUFACTURER'S CATALOG # MOUNT LAMPS VOLTAGE BALLAST XFMR SIZE REMARKS F1 KENALL #H99DSD SERIES WALL 2-26W CFL 120V ELECTRONIC 13 x 13 ONE PIECE HEAVY DUTY DIE CAST ALUMINUM HOUSING; POLYESTHER POWDER COAT PAINTED 1N BRONZE; ONE PIECE OR PRIOR APPROVED EQUAL COLD x 7.5" INJECTION MOLDED UV STABILIZED POLYCARBONATE VISOR TO PROVIDE FULL CUT OFF OPTICS; HIGH EFFICIENCY WEATHER TEXTURED ALUMINUM REFLECTOR; ONE PIECE INTERNAL PRISMATIC UV STABILIZED INJECTION MOLDED POLYCARBONATE LENS; DIE CUT NEOPRENE GASKETING BETWEEN HOUSING AND CEILING SURFACE; CLOSED CELL SILICONE GASKET BETWEEN LENS AND HOUSING; STAINLESS STEEL HARDWARE; PEACE OF MIND LIFETIME GUARANTEE; UL WET LOCATION LISTED. K1 LiTHONIA #AS2 SERIES 15 STRAIGHT 1-250W MH 2O8V ELECTRONIC 28 x 16.5 DIE CAST SINGLE PIECE ALUMINUM HOUSING; DIE CAST DOOR FRAME; POLYESTER POWDER COAT PAINTED FINISH; K1A OR PRIOR APPROVED EQUAL SQUARE x 8.3" COLOR BY ARCHITECT; IMPACT RESISTANT TEMPERED GLASS LENS; FULL CUT OFF OPTICS; TYPE IV DISTRIBUTION; STEEL POLE; ONE PIECE TUBULAR SILICONE GASKETING; UL WET LOCATION LISTED. 3' CONCRETE TYPE K1A - SAME AS TYPE K1 EXCEPT TWO FIXTURES, TYPE III DISTRIBUTION, MOUNTED AT 180 DEGREES. BASE K2 LED WORKS OCM-EXT SERIES SURFACE 3.85W ft 12V N A .93$ x 1.25 LED STRIP MOUNTED LINEAR HOUSING; FLEXIBLE POLYCARBONATE TUBING; SIDE MOUNTED POWER CONNECTION OR PRIOR APPROVED EQUAL WARM WHITE x 25' TERMINALS; 30 DEGREE OPTICAL ANGLE EMMISSION; 2800K LAMP COLOR; FIELD MEASURED TO LENGTH; QUICK LED LAMPS (LENGTH TO !BE CONNECT POWER TERMINAL; UL WET LOCATION RATED; PROVIDE UL WET LOCATION RATED 24VA TRANSFORMER IN (INCLUDED) VERIFIED IN NEMA RATED ENCLOSURE; TRANSFORMER TO BE WITHIN A 10 FOOT DISTANCE OF BEGINNING OF RUN; ONE FOR FIELD) EACH MONUMENT SIGN LOCATION. K3 COOPER #MS SERIES WALL 150W PAR38 120V N/A 11 1 4 x 6 1 16 DURABLE METAL LAMP COVERS; DIE CAST ALUMINUM LAMP HOLDER AND MOUNTING PLATE; POWDER COAT PAINTED OR EQUAL 4 15/16" FINISH IN BRONZE; INTEGRAL MOTION SENSOR TURNS LIGHTS ON AUTOMATICALLY WHEN MOTION IS DETECTED; TIME DELAY OF 4 OR 12 MINUTES; NIGHT TIME SETTING ALLOWS LIGHTS TO COME ON AUTOMATICALLY AFTER DUSK; PHOTOCELL PREVENTS LIGHTS FROM TURNING ON DURING DAYLIGHT HOURS; UL WET LOCATION LISTED. K I<1 J.. Al/-5 \ p4__ r.�.•._ i • .L.IGH.TIN C A WIN n Ural C -,,1C1 A ON E� 1A K1A ©"KA NORTH 120VAC 120VAC GENERAL NOTES: WLL BE DIMMED TOTTHE GREATEST 'TEST" EXTENT ENABLED BY THE OVZCR, USING TIMECLOCKS AS SHOWN ON THE XTERIOR LIGHTING DIAGRAM, DETAILS (rTs LT_ I LEI �2, 3, AND 4 ON SHEET EO.1. A-1,3 A-2,4 TIME SWITCH -� �'"'-`� TORK #OT100 U KEY NOTES: �fr�: ___l 30 AMP 600 1. MONUMENT SIGN. Cl L -T. -T� =F-=F—.J VOLT RATED 2. A-1,3. VIA TIMECLOCK. SEE EXTERIOR CONTACTORS, LIGHTING WIRING DIAGRAM THIS SHEET TO SITE LIGHTING, SQUARE 0 FOR ADDITIONAL INFORMATION. TYPICAL #8903--SMF3 1N NEMA TYPE 3 A-2 4 VIA TIMECLOCK SEE EXTERIOR s� BY: i OWNEE2 REVISIONS 07/1%7 P.M.M. GHTING REV. Z09 10 07 OWNER REVISIONS 11/27/07 S.C.P. 1 ENCLOSURE LIGHTING WIRING DIAGRAM THIS SHEET FOR ADDITIONAL INFORMATION. 4. B-1,3. VIA TIMECLOCK. SEE EXTERIOR (,(� C2 30 AMP, 600 VOLT RATED LIGHTING WIRING DIAGRAM THIS SHEET � I L` .�'- ..=- =- .-._I CONTACTORS, SQUARED FOR ADDITIONAL f NFORMATION. #8903-SMF3 IN NEMA TO SITE LIGHTING, TYPE 1 ENCLOSURE 5• B--2,4. VIA TIMECLOCK. SEE EXTRIOR Q Q �' Q G, LIGHTING WIRING DIAGRAM THIS SHEET CIZ Q -� TYPICAL FOR ADDITIONAL INFORMATION. ZQ UJ � 2)_�N;OXTERIOR WIRING DIAGRAM (TS-A)6. C-1,3. VIA TIMECLOCK. SEE EXTERIOR N SCALE LIGHTING WIRING DIAGRAM THIS SHEET FOR ADDITIONAL INFORMATION. .J W � U 7. C-2,4. VIA TIMECLOCK. SEE EXTERIOR J 120VAC LIGHTING WIRING DIAGRAM THIS SHEET � Q FOR ADDITIONAL INFORMATION. < W 'TEST'$ 8. TIMECLOCK A. MOUNT AT +72" A.F.G. •� 0 q TO INTERIOR SIDE OF TRASH �+► Ii . _.._ �. ENCLOSURE WALL. SEE EXTERIOR WIRING ZO G DIAGRAM 2 THIS SHEET FOR ADDITIONAL LTS r --� B--1,3 B-- ,4 INFORMATION. Z TIME SWITCH TORK #DT100 / 9. TIMECLOCK B. MOUNT AT +72 A.F.G. -:f_ �"1----- 30 AMP, 600 TO INTERIOR SIDE OF TRASH ENCLOSURE WALL. SEE EXTERIOR WIRING C1 � � � � � .._._I CONTAVOLT CTORS, NlAGRAM 3 FORMATION HIS SHEET FOR ADDITIONAL TO SITE LIGHTING,SQUARE D #8903-SMF3 10. TIMECLOCK C. MOUNT AT +72 1$ A.F.G. TYPICAL 1N NEMA TYPE TO INTERIOR SIDE OF TRASH 1 ENCLOSURE 1�NCLOSURE WALL. SEE EXTERIOR WIRING DIAGRAM 4 FOR ADDITIONAL -� R&- INFORMATION. �— 30 AMP, 600 VOLT RATED 11. LOCATION OF CONDUIT RISE FROM L CZ _..i CONTACTORS, SQUARED BELOW GRADE TO ABOVE GRADE. ROUTE CONDUIT VERTICALLY INTERIOR ` I.#8903-SMF3 IN NEMA OF COLUMN TO UNDERSIDE OF CANOPY TO SITE LIGHTING, TYPE 1 ENCLOSURE ROOF. EXTEND ALONG UNDERSIDE OF TYPICAL ROOF TO LIGHT FIXTURES. w EXTERIOR WIRING DIAGRAM (TS-B� 10 � NO SCALE ANCHOR BOLTS PER MANUFACTURER'S RECOMMENDATIONS -MINIMUM OF FOUR. �-TS- C-1,3 C-2,4 TIME SWITCH -f rr�� TORK #DT100 I Cl 30 AMP, 600 Z Z T RATED 30 AMP, 600 VOLT RATED I_ �' � �' � J CONTACTORS, SQUARER D � � ` � � J CONTACTORS, TO SITE LIGHTING, SQUARE D TYPICAL �8903-SMF3 NEMA TYPE 1 ENCLOSURE � � � � .� CONTACTORS, l 1 TO SITE LIGHTING, SQUARE p TYPICAL #8903--SMF3 IN NEMA TYPE 1 ENCLOSURE 1 #8903-SMF3 IN NEMA TO SITE LIGHTING, TYPE 1 ENCLOSURE TYPICAL EXTERIOR WIRING DIAGRAM (TS-C) NO SCALE 36" 96" 60" " SCHED. 40 PVC BOLE BASE SCALE: NO SCALE HAND HOLE POLE . `"--------#10 BONDING/GROUNDING ' JUMPER •o�' ;•o' 1" 45' ,.. oP •• : ^ CHAMFER *L, • •, • ,,� FINISHED GRADE • .: w 1 ANCHOR BOLTS PER •;° :.o MANUFACTURER'S • ;"• ; ; RECOMMENDATIONS -MINIMUM ;o • „• OF FOUR. • 1 • .. #3 REBAR TIE 12" O.C. •'' , •` TYPICAL #5 REBAR DIRECTLY p • a - •o •. �� ADJACENT TO POLE •`' ' • • ` • " ANCHOR BOLTS - TYPICAL OF FOUR. �— COMPACTED SOIL _._.-----3/4"0 10'CU GROUND 7596 N. is Cholla Blvd. Tucson, Arizona 85741 Phone (520) 622-2196 Fax (020) 622-2198 w w w eda-az.com Project #: 07012 Von J.K./P.M.M. axo= SLJ 06 r15107 ,-o„ 7012 E01 �+at or ELECTRICAL SITE NOTES: U KEY NOTES: 1. PAY FEES AND OTHER COSTS TO PROVIDE A 1. PANEL A. COMPLETE NEW ELECTRICAL SERVICE. 2. PANEL B. 2. PROVIDE CONDUIT WITH 2O0LB. PULLSTRING FROM TRANSFORMER TO SERVICE ENTRANCE 3. PANEL C. EQUIPMENT. COORDINATE ALL REQUIREMENTS WITH LOCAL UTILITY COMPANY PRIOR TO 4. TEP TRANSFORMER. TRENCHING. COORDINATE UTILITY CONNECTION DATE IMMEDIATELY UPON AWARD 5. PROVIDE 1" CONDUIT WITH 2O0LB. OF CONTRACT TO ALLEVIATE UTILITY DELAYS PULLSTRING FROM PANEL A TO LOCATION DURING CONSTRUCTION. SHOWN FOR FUTURE USE. STUB, CAP AND MARK AT FINISH GRADE FOR FUTURE 3. BACKFILL EXCAVATION OF WALKS, DRIVES INSTALLATION OF PULL BOX. AND PARKING AREAS WITH COMPACTED BANK RUN GRAVEL OR SAND. 6. SEE ONE LINE DIAGRAM 1 SHEET E1.0 FOR ADDITIONAL INFORMATION. 7. SEE ONE LINE DIAGRAM 2 SHEET E1.0 FOR 1 ADDITIONAL INFORMATION. O ® 8. PROVIDE 1" CONDUIT WITH 2O0LB. w PULLSTRING FROM PANEL B TO LOCATION O SHOWN FOR FUTURE USE. STUB CAP AND MARK AT FINISH GRADE FOR FUTURE �.,. / P INSTALLATION OF PULL BOX. az Q r k•° s °° \ 9. PROVIDE 1" CONDUIT WITH 2O0LB. Zo IIIe ° • PULLSTRING FROM PANEL C TO LOCATION U. b ® SHOWN FOR FUTURE USE. STUB, CAP AND ° MARK AT FINISH GRADE FOR FUTURE 0 Q \/(/� ° � 13 INSTALLATION OF PULL BOX. �� } W ° ° FmW a L o o CFO ' 10. A-8. PROVIDE WP, GFCI RECEPTACLE IN o O LOCATION SHOWN FOR TEMPORARY CONSTRUCTION POWER. REMOVE ' j Z V RECEPTACLE AND CIRCUIT UPON RECEIPT O O -- OF CERTIFICATE OF OCCUPANCY. �. � Zo11. B-7. PROVIDE WP, GFCI RECEPTACLE IN cc LOCATION SHOWN FOR TEMPORARY G ® CONSTRUCTION POWER. REMOVE Z d0 ° ® ' RECEPTACLE AND CIRCUIT UPON RECEIPTe OF CERTIFICATE OF OCCUPANCY. 1 " = 50'-0" NORTH 12. B-8. PROVIDE WP, GFCI RECEPTACLE IN LOCATION SHOWN FOR TEMPORARY CONSTRUCTION POWER. REMOVE RECEPTACLE AND CIRCUIT UPON RECEIPT OF CERTIFICATE OF OCCUPANCY, 13. C-6. PROVIDE WP, GFCI RECEPTACLE IN LOCATION SHOWN FOR TEMPORARY CONSTRUCTION POWER. REMOVE RECEPTACLE AND CIRCUIT UPON RECEIPT OF CERTIFICATE OF OCCUPANCY. 7596 N. La Cholla Blvd. Tucson, Arizona 85741 Phone (520) 622-2196 Fax (620) 622-2198 Eli tnrTr.eda--az.com Project #: 07012 Dom J.K./P.M.M. CHMM SW nm 06 15/07 0 02 E=042 em or ELECTRICAL LOAD SUMMARY PANEL A Lighting 0 125% Demand 8.4 KVA Receptacles @ 100% Demand 0.4 KVA Future Load @ 100% Demand 2 2. 8 KVA Total 31.5 KVA 120/208-3ph-4w == 87.4 Amps PROVIDE 100 AMP PANEL !OB NAME: INNOV JOB N07012 RM: TRASH RATED I . 22,000 PA IL VOLTAGE: 120 208 PHASE: 3 WIRE: 4 MAIN: MCB t 00 AMP TY NEMA 3R Q MQ NTING: SURFACE zEMARKS: zEMARKS: BKR CKT HP KVA HP CKT BKR REMARKS: A B C POLE LTS 20/2 1 3 1.3 1.0 1.3 1.fl 0.1 1.2 0.7 1.1 2 4 20/2 POLE LTS MONUMENT SIGN 20/1 5 6 20/1 CANOPY LTS REC TEMPORARY POWER 20/1 7 8 20/1 REC TEMPORARY POWER SPARE 20/1 9 10 20/1 SPARE ' ' 20/1 11 12 20/1 ' ' SPACE 13 14 SPACE 15 16 , ' 17 18 " 19 20 21 22 23 24 " 25 26 27 28 29 30 „ 31 32 33 34 " 35 36 " 37 38 " 40 41 42 :ONNECTED TOTALS: 4.0 2.2 1.3 - ARGEST MOTOR/CONTINUOUS x 1.25 2.8 2.8 1.6 TOTAL DEMAND (KVA): 9.0 EON --CONTINUOUS 1.8 0.0 0.0 NON --COINCIDENT (KVA): DEMAND: 4.6 2.8 1.6 NET KVA: 9 AMP: 38 ELECTRICAL LOAD SUMMARY PANEL B Lighting Receptacles Future Load Total 120/208-3ph-4w PROVIDE 100 AMP PANEL COMPUTERIZED FAULT CURRENT ANALYSIS FAULT MARK MAG DUCT CABLE S, ISCP FC FT M ISCC ISCT PROJECT 07012 E # SECS SIZE 'c' LENGTH PERSPECTIVE FAULT KA 1.73260Scr CIF'M0. SETS 1.= 100,OWKVA im 1+f is MA WAS'1SCM REMARKS AF-1 1 55600 BEGINNING ISCP FROM LOCAL POWER CO. OR ASSUME INFINITE BUS 2 3 F--2 L FALSE 208 1 1 7493 152 1 55600 9.39 0.10 5350 @ PANEL A PROVIDE 10,000 AIC RATED PANEL 2 1 1 1 3 @ 125% Demand 6.8 KVA @ 100% Demand 1.8 KVA @ 100% Demand 22.6 KVA 31.2 KVA = 86.7 Amps ELECTRICAL LOAD SUMMARY PANEL C Lighting @ 125% Demand 6.1 KVA Receptacles @ 100% Demand 1.1 KVA Future Loads @ 100% Demand 23.6 KVA Total 30.8 KVA 120/208-3ph-4w = 85.4 Amps PROVIDE 100 AMP PANEL COMPUTERIZED FAULT CURRENT ANALYSIS FAULT MARK AG DUCT CABLE sTEP ISCP FC FT M ISCC ISCT PROJECT�07012 E Sm SIZE V LTS M PERSPECTIVE FAULT KA 1,73�+L'tS a C*£'NO. SETS 1332szz+yP 100.00D$KVA in T+f ISCM VP/V.-) MP M REMARKS AF-1 1 55600 BEGINNING ISCP FROM LOCAL POWER CO. OR ASSUME INFINITE BUS 2 3 AF-2 FALSE 208 1 1 7493 40 1 55600 2.47 0.29 16016 @ PANEL B PROVIDE 22,000 AIC RATED PANEL 2 3 PROVIDE 2"C., 4#1 PADMOUNT TRANSFORMER '104A 120/208,30-4W CONDUIT AND TRENCHING PER UTILTY COMPANY'S REQUIREMENTS. 1-1/2-C., 4#2, #8 GRD 120 208V- 3b, W 100A MCB ONE LINE DIAGRAM (TYP. NO SCALE #2 CU. GRD. BOND TO C.W. PIPE AND GAS PIPE PER NEC 250-52 3/4"x10' GROUND ROD (TYPICAL OF 2 MINIMUM). MINIMUM 8' SEPERATION BETWEEN RODS. FOR PANELS B AND C COMPUTERIZED FAULT CURRENT ANALYSIS FAULT MARK MAG DUCT CABLE STEP ISCP FC FT M ISCC ISCT PROJECT 07012 E # SETS SIZE 'C' LEtGTTT PERSPECTIVE FAULT KA 1332*L41SCP CI MO. SETS .L,Z. z'ue MAMMA Im 10 ISCpsm vP/vMSCP$M REMARKS AF-1 1 55600 BEGINNING ISCP FROM LOCAL POWER CO. OR ASSUME INFINITE BUS 2 3 1AF-2 FALSE 208 1 1 0 9317 161 1 55600 8.00 0.11 6177 @ PANEL C PROVIDE 10,000 AIC RATED PANEL 2 3 C - Cable Conductance Factor C - Cable Conductance Factor C - Cable Conductance Factor E - Line to Line Voltage E - Line to Line Voltage E - Line to Line Voltage Vp - Transformer Primary Line to Line Voltage Vp - Transformer Primary Line to Line Voltage Vp - Transformer Primary Line to Line Voltage Vs -- Transformer Secondary Line to Line Voltage Vs - Transformer Secondary Line to Line Voltage Vs - Transformer Secondary Line to Line Voltage 7536 N. is Cholla Blvd. Tucson, Arizona 85741 Phone (520) 022-2198 Fax (520) 622--2198 'w rr w.eda-az.com Project #: 07012 RiV13lQ�tSt 1w* f OWNER REVISIONS 07/1%7 P.M.M. 09 10 07 3 OMER REVISIONS 11/27/07 S.C.P. to COPYR w Q 2od5D Fs Z W I 0 U Z 0 W 0 w 0 U) W Q w IL Q w T. Q Z OC G 2 O U U Q 0 Q Z J Z O i Ra PROJECT LAYOUT SCALE 1 "=200' MA71up P1 ANT SUMMARY BLUE RIBBON RED RIBBON WHITE RIBBON TOTAL PER PLANT TRANSPLANT DESTROY PRESERVE IN PLACE ACACIA CONFRICTA WHTETHORN ACACIA 686 1169 0 1855 ACACIA GREGGII CAT CLAW ACACIA 195 163 0 358 CELTIS PALLIDA DESERT HACKBERRY 139 317 0 466 CERCIOIUM FLORIDIUM BLUE PALO VERDE 29 25 0 54 CERCIDIUM MICROPHYLLUM FOOTHILL PALO VERDE 230 121 0 351 FEROCACTUS WISLIZNEII FISH-HOOK BARREL 175 0 0 175 PROSOPIS VELUTINA MESQUITE 50 140 0 190 YUCCA ELATA SOAPTREE YUCCA 2 0 0 2 ZIZYPHUS OBIUSIFOLIA GREY THORN 51 6 0 57 TOTAL 1557 1941 0 3498 Engineering Planning Surveying The Landscape Architecture Urban Design • , A'�� Offices located in Tucson, Phoenix, V V Flagstaff, and Las Vegas 4444 East Broadway GroupE Tucson, Arizona (520) 881-7480 Inc. 1 , • [91 i 1001\ ` • \ , \ •:• .� •►� - . «M110 m GENERAL NOTES R14E 1. AS REQUIRED BY THE TOWN OF ORO VALLEY, A NATIVE PLANT PRESERVATION AND A SALVAGE PLAN HAS BEEN PREPARED BY THE WLB GROUP, INC FOR RANCHO VISTOSO, `� NEIGHBORHOOD 3, LOTS 2 THRU 5 INNOVATION CORPORATE CENTER. 0,0 2. A SITE INSPECTION AND INVENTORY OF ALL TREES (3 INCH CALIPER OR GREATER) AND UNSUBDIVIDED O RV PAD CACTI PER ORO VALLEY ZONING CODE REVISED, SECTION 27.4 LOT 5 NEIGHBORHOOD 2 COMMERCIAL CENTER R.V. NEIGHBORHOOD 3 V) PHASE I BK: 54, PG: 36 3. THIS PLAN SHOWS APPROXIMATE LOCATIONS OF PLANTS SUBJECT ZONING: R.V. PAD C-1 TO THE CODE MENTIONED ABOVE. ALL TREES, SAGUARO, AND BARREL CACTUS COMMERCIAL 3f 32 R.V. NEIGH OR D 3 SUBJECT TO INVENTORY PER THE SALVAGE CODE HAVE BEEN UNSUBDIVIDED = Y v ¢ PHASE i BK: 54, PG: 36 FLAGGED WITH COLORED RIBBON PER THIS CODE. ALL OTHER PLANTS SUBJECT TO R.V. P.A.D. a a ZONING: R.V. PAD CAMPUS INVENTORY HAVE BEEN INVENTORIED, MAPPED AND/OR DESCRIBED HEREIN. PARCEL 223-02-220 PARK INDUSTRIAL ZONI R.V. PAD HOSPITAL 4. THIS PLAN It SUBJECT TO THE REQUIREMENTS OF ORO VALLEY ZONING m UNSUBDIVIDED E BORHOOD 3 RV PAD da CODE REVI§ED, SECTION. 27.4G, COMPLIANCE AND SECTION 27.4 H, APPROVAL FOR SALVAGE. THIS ROJECT z i z 5. THE SALVAGED VEGETATION PER THIS PLAN WILL BE STORED WITHIN A TEMPORARY NURSERY. � NW MEDICAL CENTER TANGERINE AND WILL BE WATERED WITH A DRIP IRRIGATION SYSTEM AND MAINTAINED UNTIL ORO VALLEY ROgp o VISTOSO P p REPLANTED ONSITE OR THE SALVAGED VEGETATION WILL BE SPADED DIRECTLY TO THEIR NEW LOCATIONS, PARCEL 223-03-2 R.V. PAD ROAD THE TEMPORARY NURSERY SHALL BE MONITORED BY A LANDSCAPE ARCHITECT, ZONING: R.V. PAD NEIGHBORHOOD 4 40 OR A QUALIFIED NURSERYMAN. IT SHALL BE MAINTAINED PER OVZCR. CATALINA SHADOWS ESTATE PAt T11 S BK.37(M&P), PG.71 o DESERT SPRINGS 6. PRIOR TO ANY SITE DISTURBANCE, THE AREAS DESIGNATED TO REMAIN IN PLACE 3i 32 BK 51(M&P), PG 011 SHALL BE FENCED OR TAPED OFF FOR PROTECTION DURING THE GRUBBING AND GRADING T12S 6 S J CATALINA OPERATIONS. PALISADES POINTE STATE PARK 7. PRIOR TO ANY SALVAGE, TREES SHALL BE TAGGED, NUMBERED AND INSPECTED BK.R1 , 3.48 1 BY TOWN STAFF, IN ACCORDANCE WITH OVZCR SECTION 27AH. SALVAGE OPERATIONS SHALL NOT COMM6NC:E UNTIL THE ZONING INSPECTOR HAS PERFORMED AN J INSPECTION AND GIVEN APPROVAL. 8. NON-COMPLIANCE WITH THE APPROVED NATIVE PLANT PRESERVATION PLAN AND ;ORDE�TRUCTION OF PROTECTED PLANTS SHALL RESULT IN FINES IN 3" = 1 MILE ' ACCORDANCE WITH SECTION 27AG OF THE OVZCR. LOCATION MAP 9. ALL SALVAGED MATERIALS SHALL BE UTILIZED IN THE CORRESPONDING PROJECT LANDSCAPE PLAN. BEING A PORTION OF SECTION 31 AND 32, TOWNSHIP 11 SOUTH, RANGE 14 EAST 10. TAGS (PLASTI(% TAPE) SHALL BE COLOR -CODED ACCORDING TO THE FOLLOWING SCHEDULE: GILA & SALT RIVER MERIDIAN, ORO VALLEY, PIMA COUNTY, ARIZONA EXISTING NAfIVE PLANTS TO BE TRANSPLANTED ON SITE ........... BLUE (TOS) EXISTING NATIVE PLANTS TO REMAIN IN PLACE...........................WHITE (PIP) EXISTING NATIVE PLANTS TO BE DESTROYED.................................RED (ROS) 11. PLANT LOCATIONS WERE DETERMINED WITH THE ASSISTANCE OF A GLOBAL OWNER/DEVELOPER POSITIONING ,SYSTEM. THIS SYSTEM IS ACCURATE TO WITHIN APPROXIMATELY VENTURE WEST THREE METERS. SUBSEQUENTLY, THE PLANT SYMBOLS SHOWN MAY NOT LIE 6007 E. GRANT ROAD DIRECTLY ON THE PLANT AS SHOWN ON THE AERIAL PHOTOGRAPH. TUCSON, AZ. 85712 PHONE: (520)722-9292 12. TOTAL SITE AREA 68.37 ACRES FAX:(520)722-1166 ATTNENTION: FRED STEINIGER 13. ADDITIONAL PLANTS MAY BE DEEMED SALVAGEABLE BY THE ZONING INSPECTOR, AND SHALL BE .SALVAGED. 14. 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 APPLICANTS OWN RISK. CRITERIA FOR IREMOVAL 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. SURROUNDING TOPOGRAPHY DENIES ACCESS WITH THE APPROPRIATE EQUIPMJNT NEEDED TO BOX OR SPADE AND REMOVE PLANT. F. ADJACENT FLANTS POSE A LIKELY INTERFERENCE WITH ROOT SYSTENII OR INTERFERE WITH PLANT REMOVAL. G. THE OVER41-1- FORM AND CHARACTER IS NOT REPRESENTATIVE OF THE SPECIES AND IS NOT A VALUABLE SPECIMEN FOR LANDSCAPE OR HABITAT PURPOSES. SHEET INDEX 1 COVER SHEET 2 SITE PLAN AND BLOCK SUMMARY SHEET 3 THRU 5 AERIAL PHOTO 6 THRU 10 INVENTORY SHEETS NATIVE PLANT PRgSERVATION PLAN RANCHO VISTOSO NEIGHBORHOOD 3 INNOVATION CORPORATE CENTER LOTS 2 THRU 5 AND COMMON AREA "A" BEING A PORTION OF SECTION 31 AND 34, TOWNSHIP 11 SOU&,%ZONA GE 14. EAST GILA & SALT RIVER MERIDIAN, ORO VALLEY, P#A GOL i� No. Date Item scale �- XSSHOWN1 ,o, �, sheet Job No. 9 81 5050V_W02 �° L Date QL GRIZZIF Designed BY CB a of Revisions Checked By GLG N w t-- w w I a O C) O a O z Z cM a 0 O 0 w Z W O I- N i U Z R, E n 0 0 0 0 N ti It - co .a m a m 3 .a n n n u)l N 4 O r_ to Lo CID N O Q a- n C co s Z O U) 0 0' 1009 200-1 300" 6mmmmemol Engineering Planning Surveying The Landscape Architecture Urban Design W Offices located in Tucson, Phoenix, L Flagstaff, and Las Vegas 'IVLE 4444 East Broadway Group Tucson, Arizona (520) 881-7480 Inc. 0 \ ■ • • • \ ! • ! • • 0.OIL :� •\= MAI `Sheet Title BLOCK 2 - NATIVE PLANT SUMMARY BLUE RIBBON RED RIBBON WHITE RIBBON TOTAL PER PLANT TRANSPLANT DESTROY PRESERVE IN PLACE ACACIA CONSTRICTA WHITETHORN ACACIA 201 218 0 419 ACACIA GREGGII CAT CLAW ACACIA CELTIS PALLIDA DESERT HACKBERRY 19 26 14 28 0 0 33 54 CERCIDIUM FLORIDIUM BLUE PALO VERDE 7 9 0 16 CERCIDIUM MICROPHYLLUM FOOTHILL PALO VERDE 35 5 0 40 FEROCACTUS WISLIZNEII FISH-HOOK BARREL 33 0 0 33 PROSOPIS VELUTINA MESQUITE 12 39 0 51 YUCCA ELATA SOAPTREE YUCCA 1 0 0 2 ZIZYPHUS OBTUSIFOLIA GREY THORN 7 0 0 7 TOTAL 341 313 0 654 BLOCK 3 - NATIVE PLANT SUMMARY BLUE RIBBON RED RIBBON WHITE RIBBON TOTAL PER PLANT TRANSPLANT DESTROY PRESERVE IN PLACE ACACIA CONSTRICTA WHITETHORN ACACIA 18 63 0 81 ACACIA GREGGII CAT CLAW ACACIA CELTIS PALLIDA DESERT HACKBERRY 13 6 10 9 0 0 23 15 CERCIDIUM FLORIDIUM BLUE PALO VERDE 6 3 0 9 CERCIDIUM MICROPHYLLUM FOOTHILL PALO VERDE 14 2 0 16 FEROCACTUS WISLIZNEII FISH-HOOK BARREL 10 0 0 10 PROSOPIS VELUTINA MESQUITE 1 2 0 3 ZIZYPHUS OBTUSIFOLIA GREY THORN 3 0 0 3 TOTAL 71 89 0 160 BLOCK 4 - NATIVE PLANT SUMMARY BLUE RIBBON RED RIBBON WHITE RIBBON TOTAL PER PLANT TRANSPLANT DESTROY PRESERVE IN PLACE ACACIA CONSTRICTA WHITETHORN ACACIA 222 687 0 909 ACACIA GREGGII CAT CLAW ACACIA 117 108 0 225 CELTIS PALLIDA DESERT HACKBERRY 82 206 0 288 CERCIDIUM FLORIDIUM BLUE PALO VERDE 8 6 0 14 CERCIDIUM MICROPHYLLUM FOOTHILL PALO VERDE 149 95 0 244 FEROCACTUS WISLIZNEII FISH-HOOK BARREL 96 0 0 96 PROSOPIS VELUTINA MESQUITE 31 40 0 71 ZIZYPHUS OBTUSIFOLIA GREY THORN 27 6 0 33 TOTAL 732 1148 0 1880 BLOCK 5 - NATIVE PLANT SUMMARY BLUE RIBBON RED RIBBON WHITE RIBBON TOTAL PER PLANT TRANSPLANT DESTROY PRESERVE IN PLACE ACACIA CONSTRICTA WHITETHORN ACACIA 87 30 0 117 ACACIA GREGGII CAT CLAW ACACIA 4 4 0 8 CELTIS PALLIDA DESERT HACKBERRY 3 7 0 10 CERCIDIUM FLORIDIUM BLUE PALO VERDE 5 0 0 5 CERCIDIUM MICROPHYLLUM FOOTHILL PALO VERDE 4 0 0 4 FEROCACTUS WISLIZNEII FISH-HOOK BARREL 7 0 0 7 PROSOPIS VELUTINA MESQUITE 6 30 0 36 ZIZYPHUS OBTUSIFOLIA GREY THORN 2 0 0 2 TOTAL 118 1 71 1 0 189 COMMON AREA / VISTOSO PARK ROAD - NATIVE PLANT SUMMARY BLUE RIBBON RED RIBBON WHITE RIBBON TOTAL PER PLANT TRANSPLANT DESTROY PRESERVE IN PLACE ACACIA CONSTRICTA WHITETHORN ACACIA 136 193 0 329 ACACIA GREGGII CAT CLAW ACACIA 43 26 0 69 CELTIS PALLIDA DESERT HACKBERRY 30 59 0 89 CERCIDIUM FLORIDIUM BLUE PALO VERDE 5 5 0 10 CERCIDIUM MICROPHYLLUM FOOTHILL PALO VERDE 30 17 0 47 FEROCACTUS WISLIZNEII FISH-HOOK BARREL 29 0 0 29 PROSOPIS VELUTINA MESQUITE 9 20 0 29 YUCCA ELATA SOAPTREE YUCCA 1 0 0 1 ZIZYPHUS OBTUSIFOLIA GREY THORN 12 0 0 12 TOTAL 295 320 1 0 615 3;t-cl# 1__'J • EXISTING NATIVE PLANTS TO AC ACACIA CONSTRICTA WHITE THORN ACACIA BE TRANSPLANTED ON SITE. AG ACACIA GREGGII CAT CLAW ACACIA CP CELTIS PALLIDA DESERT HACKBERRY o EXISTING NATIVE PLANTS TO BE REMOVED FROM SITE CF CERCIDIUM FLORI DUM CM CERCIDIUM MICROPHYLLUM FW FEROCACTUS WISLIZENII PV PROSOPIS VELUTINA YE YUCCA ELATA ZO ZIZYPHUS OBTUSIFOLIA BLUE PALO VERDE FOOTHILL PALO VERDE BARREL CACTUS VELVET MESQUITE SOAPTREE YUCCA GREY THORN NATIVE PLANT PRESERVATION PLAN RANCHO VISTOSO NEIGHBORHOOD 3 INNOVATION CORPORATE CENTER LOTS 2 THRU 5 AND COMMON AREA "A" BEING A PORTION OF SECTION 31 AND 32, TOWNSHIP 11 SOUTH, RANGE 14 EAST GILA & SALT RIVER MERIDIAN, ORO VALLEY, PAAA CO_011Y gIZONA No. Date Item Scale Job No. > Designed By CB Checked By r,I 25621 GARY L Sheet W // of M Revisions E9t)' 50' 100' 156M.-PM11 0' • EXISTING NATIVE PLANTS TO AC ACACIA CONSTRICTA WHITE THORN ACACIA BE TRANSPLANTED ON SITE. AG ACACIA GREGGI I CAT CLAW ACACIA CP CELTI S PALLI DA DESERT HACKBERRY EXISTING NATIVE PLANTS TO BE REMOVED FROM SITE CF CERCIDIUM FLORIDUM CM CERCIDIUM MICROPHYLLUM FW FEROCACTUS WISLIZENII PV PROSOPIS VELUTINA YE YUCCA ELATA ZO ZI ZYPHUS OBTUSI FOLI A TheEngineering Planning Surveying Landscape Architecture Urban Design RANCHO VISTOSO NEIGHBORHOOD 3 W� n Offices located in Tucson, Phoenix, B Flagstaff, and Las Vegas INNOVATION CORPORATE CENTER 4444 East Broadway Group wlE l Tucson, Arizona (520) 881-7480 ORO VALLEY, ARIZONA Project BLUE PALO VERDE FOOTHILL PALO VERDE BARREL CACTUS VELVET MESQUITE SOAPTREE YUCCA GREY THORN Sheet Title No. Date Revisions NATIVE PLANT PRESERVATION PLAN RANCHO VISTOSO NEIGHBORHOOD 3 INNOVATION CORPORATE CENTER LOTS 2 THRU 5 AND COMMON AREA "A" BEING A PORTION OF SECTION 31 AND 32, TOWNSHIP 11 SOUTH, RANGE 14 EAST GILA & SALT RIVER MERIDIAN, ORO VALLEY, PIIIQA COLLN A, IZONA Item Scale 1" .gv `P—C sheet m Job No. I $V 5O5OWO 25621 � GW L Date 17 JANUARY 2007 GRIZZLE Designed By CB 8 of Checked By {;I (; E .1 0 U) 0 U) 0 r U Z u MATCHLINE SEE SHEET 3 L1114c34: i • EXISTING NATIVE PLANTS TO AC ACACIA CONSTRI CTA WHITE: THORN ACACIA BE TRANSPLANTED ON SITE. AG ACACIA GREGGII CAT CLAW ACACIA CP CELTIS PALLIDA DESERT HACKBERRY CI: EXISTING NATIVE PLANTS TO BE CF CERCI DI UM FLORI DUM BLUE PALO VERDE 50 1009 150C REMOVED FROM SITE CM CERCI DI UM MI CROPHYLLUM FOOTHILL PALO VERDE FW FEROCACTUS WISLIZENII BARREL CACTUS PV PROSOPIS VELUTINA VELVET MESQUITE YE YUCCA ELATA SOAPTREE YUCCA ZO ZIZYPHUS OBTUSIFOLIA GREY THORN The I Engineering Planning Surveying Landscape Architecture Urban Design WLBOffices located in Tucson. Phoenix, [� Flagstaff, and Las Vegas 4444 East Broadway Group Tucson, Arizona (520) 88,-7480 Inc. 1.04 ■1*01093043 ON I A rei ■:•I■••1 \\• •► •�'•'w� \ Sheet True : \ IML • \ \ ■ on • No. Revisions Date VM NATIVE PLANT PRESERVATION PLAN RANCHO VISTOSO NEIGHBORHOOD 3 INNOVATION CORPORATE CENTER LOTS 2 TH RU 5 AND COMMON AREA "A" BEING A PORTION OF SECTION 31 AND 32, TOWNSHIP 11 SOUTH, RANGE 14 EAST GILA & SALT RIVER MERIDIAN, ORO VALLEY, PI,4A COON IZONA Item Scale 1" 0'1� g i`u c 46 Sheet Job No. 15 8050VW02 r 25621 GW L Data 17 JANUARY 2007 GRIZZLE Designed By CB 8 of Checked By I f, a. I ACACIA CONSTRICTA WHITETHORN ACACIA (AC) t9aJ°J W a s z cc w w ,., Q '� Q a w w a Q a z -' z oc cc Q a > O0 w w^ _ > O _ > oO cam a'^ _ > o�= w w = Ow w w = d zw w Q,�' Z �-- w m0 w Om aZ �„� w 0 m0 w Om aZ c7 w o Cow Om az w w E�: O Om a" > O E-- O a. Q E 5- >- O -� Q m 5 -- t� O m w z c9 O ca w z -. w O 0 m (L ... -� .� t9 O m w z U wWO mo w�- u- w mp yy E"' Q wLL u. mO as t- Q wLL N- opO a}' Ea-M Q`'r wL R U. � flpo a �= Q,", wuE-. t= �p E mp }a.. �= Q" UJuF-„ t:O X. opO }a ta-= Q w� � � � mp �C U _ V � U !- Z U =" Vce. � U !- Z U _ V � V }- z U Ste- v � U z U = `.' V QC U F- z C) _" V LL. w Ix Z U X 1-1 Cr w lX it AC 8 0 10.0 A health RED AC 175 0 8.0 A health RED AC 326 0 6.0 BLUE AC 485 0 6.0 BLUE AC 652 0 6.0 BLUE AC 804 0 6.0 BLUE AC 1050 0 8.0 A health RED AC 32 0 8.0 BLUE AC 176 0 10.0 BLUE AC 327 0 6.0 BLUE AC 487 0 6.0 BLUE AC 653 0 8.0 BLUE AC 805 0 10.0 BLUE AC 1051 0 8.0 RED AC 35 0 6.0 BLUE AC 177 0 6.0 BLUE AC 328 0 6.0 BLUE AC 488 0 6.0 BLUE AC 654 0 8.0 BLUE AC 809 0 10.0 A health RED AC 1052 0 8.0 A health RED AC 36 0 6.0 BLUE AC 178 0 6.0 BLUE AC 330 0 6.0 BLUE AC 489 0 8.0 BLUE AC 655 0 4.0 BLUE AC 811 0 6.0 BLUE AC 1054 0 8.0 A health RED AC 38 0 6.0 BLUE AC 179 0 6.0 BLUE AC 331 0 6.0 BLUE AC 490 0 6.0 BLUE AC 661 0 6.0 BLUE AC 812 0 6.0 BLUE AC 1055 0 10.0 A health RED AC 39 0 6.0 BLUE AC 180 0 6.0 BLUE AC 332 0 6.0 BLUE AC 491 0 6.0 BLUE AC 662 0 6.0 BLUE AC 813 0 6.0 BLUE AC 1056 0 6.0 A health RED AC 40 0 6.0 BLUE AC 181 0 6.0 BLUE AC 333 0 6.0 BLUE AC 492 0 6.0 BLUE AC 663 0 6.0 BLUE AC 814 0 6.0 C not boxable RED AC 1057 0 6.0 A health RED AC 41 0 6.0 BLUE AC 182 0 6.0 BLUE AC 334 0 6.0 BLUE AC 494 0 6.0 BLUE AC 664 0 6.0 BLUE AC 816 0 8.0 A health RED AC 1058 0 8.0 A health RED AC 42 0 6.0 BLUE AC 184 0 6.0 BLUE AC 337 0 6.0 BLUE AC 495 0 6.0 BLUE AC 670 0 8.0 BLUE AC 817 0 8.0 BLUE AC 1059 0 6.0 BLUE AC 43 0 6.0 BLUE AC 185 0 6.0 BLUE AC 338 0 6.0 BLUE AC 496 0 6.0 BLUE AC 672 0 6.0 BLUE AC 818 0 10.0 A health RED AC 1071 0 8.0 A health RED AC 44 0 6.0 BLUE AC 187 0 6.0 BLUE AC 339 0 6.0 BLUE AC 497 0 6.0 BLUE AC 673 0 6.0 BLUE AC 820 0 6.0 BLUE AC 1073 0 6.0 A health RED AC 44 0 6.0 BLUE AC 188 0 6.0 BLUE AC 340 0 6.0 BLUE AC 498 0 6.0 BLUE AC 674 0 6.0 BLUE AC 822 0 8.0 BLUE AC 1074 0 6.0 A health RED AC 45 0 6.0 BLUE AC 189 0 10.0 A health RED AC 341 0 6.0 BLUE AC 499 0 6.0 BLUE AC 675 0 6.0 BLUE AC 823 0 10.0 A health RED AC 1075 0 10.0 A health RED AC 46 0 6.0 BLUE AC 191 0 6.0 BLUE AC 342 0 6.0 BLUE AC 500 0 6.0 BLUE AC 676 0 6.0 BLUE AC 825 0 6.0 C not boxable RED AC 1079 0 10.0 A health RED AC 47 0 6.0 BLUE AC 192 0 6.0 BLUE AC 343 0 6.0 BLUE AC 501 0 6.0 BLUE AC 677 0 8.0 BLUE AC 826 0 10.0 C not boxable RED AC 1080 0 10.0 A health RED AC 50 0 6.0 BLUE AC 193 0 6.0 BLUE AC 346 0 6.0 BLUE AC 502 0 6.0 BLUE AC 678 0 6.0 BLUE AC 827 0 10.0 A health RED AC 1081 0 8.0 C not boxable RED AC 51 0 6.0 BLUE AC 194 0 6.0 BLUE AC 348 0 6.0 BLUE AC 503 0 6.0 BLUE AC 680 0 8.0 A health RED AC 830 0 10.0 A health RED AC 1082 0 10.0 A health RED AC 52 0 10.0 A health RED AC 195 0 6.0 BLUE AC 351 0 10.0 BLUE AC 504 0 6.0 BLUE AC 681 0 8.0 A health RED AC 833 0 10.0 C not boxable RED AC 1083 0 10.0 A health RED AC 55 0 6.0 BLUE AC 196 0 6.0 BLUE AC 352 0 4.0 BLUE AC 505 0 6.0 BLUE AC 682 0 10.0 A health RED AC 906 0 8.0 A health RED AC 1086 0 10.0 A health RED AC 56 0 6.0 BLUE AC 197 0 8.0 BLUE AC 355 0 10.0 BLUE AC 506 0 6.0 BLUE AC 685 0 8.0 A health RED AC 909 0 8.0 A health RED AC 1087 0 6.0 A health RED AC 58 0 6.0 BLUE AC 198 0 8.0 BLUE AC 357 0 6.0 BLUE AC 507 0 6.0 BLUE AC 686 0 8.0 A health RED AC 911 0 8.0 A health RED AC 1088 0 8.0 A health RED AC 59 0 8.0 C not boxable RED AC 199 0 6.0 BLUE AC 360 0 8.0 BLUE AC 508 0 6.0 BLUE AC 691 0 8.0 BLUE AC 912 0 8.0 A health RED AC 1089 0 6.0 A health RED AC 60 0 6.0 BLUE AC 200 0 6.0 BLUE AC 361 0 8.0 C not boxable RED AC 509 0 6.0 BLUE AC 692 0 4.0 BLUE AC 913 0 8.0 A health RED AC 1090 0 8.0 A health RED AC 61 0 6.0 BLUE AC 201 0 6.0 BLUE AC 362 0 8.0 C not boxable RED AC 512 0 6.0 BLUE AC 694 0 6.0 BLUE AC 914 0 8.0 A health RED AC 1092 0 8.0 A health RED AC 62 0 6.0 BLUE AC 202 0 6.0 BLUE AC 366 0 8.0 A health RED AC 513 0 6.0 BLUE AC 695 0 8.0 BLUE AC 915 0 10.0 A health RED AC 1096 0 10.0 BLUE AC 63 0 10.0 BLUE AC 203 0 6.0 BLUE AC 367 0 8.0 A health RED AC 517 0 6.0 BLUE AC 699 0 6.0 BLUE AC 917 0 8.0 A health RED AC 1097 0 8.0 A health RED AC 64 0 8.0 BLUE AC 204 0 6.0 BLUE AC 368 0 10.0 C not boxable RED AC 519 0 6.0 BLUE AC 700 0 6.0 BLUE AC 918 0 8.0 A health RED AC 1102 0 8.0 A health RED AC 65 0 8.0 BLUE_ AC 206 0 6.0 BLUE AC 370 0 6.0 BLUE AC 520 0 8.0 BLUE AC 701 0 8.0 BLUE AC 921 0 8.0 A health RED AC 1103 0 8.0 C not boxable RED AC 66 0 8.0 BLUE AC 207 0 6.0 BLUE AC 371 0 6.0 BLUE AC 521 0 6.0 BLUE AC 702 0 8.0 BLUE AC 922 0 6.0 A health RED AC 1105 0 8.0 BLUE AC 69 0 8.0 F adjacent plant RED AC 208 0 8.0 BLUE AC 373 0 6.0 BLUE AC 522 0 6.0 BLUE AC 703 0 8.0 BLUE AC 923 0 6.0 A health RED AC 1108 0 8.0 A health RED AC 71 0 8.0 BLUE AC 209 0 6.0 BLUE AC 374 0 6.0 BLUE AC 523 0 6.0 BLUE AC 704 0 8.0 BLUE AC 924 0 8.0 A health RED AC 1109 0 10.0 A health RED AC 72 0 8.0 BLUE AC 210 0 6.0 BLUE AC 375 0 6.0 BLUE AC 525 0 6.0 BLUE AC 705 0 8.0 BLUE AC 925 0 8.0 A health RED AC 1110 0 10.0 A health RED AC 75 0 8.0 BLUE AC 211 0 6.0 BLUE AC 376 0 6.0 BLUE AC 526 0 6.0 BLUE AC 706 0 8.0 BLUE AC 926 0 8.0 A health RED AC 1114 0 8.0 BLUE AC 76 0 10.0 A health RED AC 212 0 6.0 BLUE AC 379 0 6.0 BLUE AC 528 0 8.0 A health RED AC 707 0 8.0 BLUE AC 927 0 8.0 A health RED AC 1115 0 8.0 A health RED AC 77 0 6.0 BLUE AC 213 0 8.0 A health RED AC 380 0 6.0 BLUE AC 530 0 8.0 A health RED AC 708 0 8.0 BLUE AC 928 0 8.0 A health RED AC 1117 0 6.0 BLUE AC 78 0 6.0 BLUE AC 216 0 8.0 BLUE AC 381 0 6.0 BLUE AC 531 0 10.0 A health RED AC 709 0 10.0 BLUE AC 929 0 8.0 A health RED AC 1118 0 6.0 BLUE AC 79 0 6.0 BLUE AC 217 0 6.0 BLUE AC 382 0 6.0 BLUE AC 532 0 8.0 A health RED AC 710 0 10.0 BLUE AC 930 0 6.0 A health RED AC 1120 0 6.0 A health RED AC 80 0 10.0 BLUE AC 218 0 6.0 BLUE AC 383 0 8.0 BLUE AC 533 0 6.0 A health RED AC 711 0 8.0 BLUE AC 931 0 6.0 A health RED AC 1122 0 8.0 A health RED AC 83 0 8.0 BLUE AC 219 0 6.0 BLUE AC 384 0 6.0 BLUE AC 536 0 6.0 BLUE AC 712 0 10.0 BLUE AC 934 0 6.0 A health RED AC 1123 0 8.0 A health RED AC 85 0 10.0 A health RED AC 226 0 8.0 BLUE AC 385 0 6.0 BLUE AC 537 0 8.0 BLUE AC 713 0 6.0 BLUE AC 937 0 8.0 A health RED AC 1124 0 8.0 A health RED AC 86 0 6.0 BLUE AC 227 0 6.0 BLUE AC 386 0 6.0 BLUE AC 540 0 8.0 BLUE AC 714 0 6.0 BLUE AC 938 0 6.0 A health RED AC 1125 0 6.0 BLUE AC 87 0 10.0 C not boxable RED AC 228 0 6.0 BLUE AC 387 0 6.0 BLUE AC 543 0 8.0 A health RED AC 715 0 6.0 BLUE AC 939 0 8.0 A health RED AC 1130 0 8.0 A health RED AC 88 0 10.0 A health RED AC 229 0 6.0 BLUE AC 388 0 6.0 BLUE AC 544 0 10.0 A health RED AC 717 0 6.0 BLUE AC 943 0 8.0 A health RED AC 1131 0 8.0 A health RED AC 89 0 10.0 A health RED AC 233 0 6.0 BLUE AC 392 0 6.0 BLUE AC 546 0 10.0 A health RED AC 718 0 6.0 BLUE AC 944 0 8.0 A health RED AC 1134 0 8.0 BLUE AC 91 0 6.0 BLUE AC 234 0 6.0 BLUE AC 394 0 6.0 BLUE AC 54.7 0 10.0 A health RED AC 719 0 10.0 A health RED AC 945 0 8.0 A health RED AC 1135 0 6.0 BLUE AC 92 0 6.0 A health RED AC 235 0 6.0 BLUE AC 395 0 8.0 A health RED AC 552 0 8.0 A health RED AC 720 0 6.0 BLUE AC 946 0 8.0 A health RED AC 1137 0 6.0 C not boxable RED AC 93 0 6.0 A health RED AC 236 0 10.0 A health RED AC 399 0 8.0 C not boxable RED AC 554 0 8.0 A health RED AC 721 0 6.0 BLUE AC 947 0 8.0 A health RED AC 1139 0 6.0 A health RED AC 94 0 10.0 A health RED AC 237 0 8.0 A health RED AC 400 0 8.0 BLUE AC 556 0 8.0 BLUE AC 722 0 6.0 BLUE AC 948 0 8.0 A health RED AC 1140 0 8.0 A health RED AC 95 0 6.0 BLUE AC 238 0 8.0 A health RED AC 401 0 8.0 A health RED AC 557 0 8.0 A health RED AC 723 0 10.0 A health RED AC 950 0 8.0 A health RED AC 1149 0 8.0 BLUE AC 96 0 6.0 BLUE AC 243 0 8.0 BLUE AC 402 0 8.0 A health RED AC 559 0 8.0 A health RED AC 724 0 6.0 BLUE AC 951 0 8.0 A health RED AC 1151 0 8.0 A health RED AC 97 0 6.0 BLUE AC 244 0 8.0 BLUE AC 403 0 8.0 A health RED AC 560 0 6.0 A health RED AC 725 0 6.0 BLUE AC 953 0 8.0 A health RED AC 1153 0 8.0 A health RED AC 98 0 6.0 BLUE AC 245 0 6.0 BLUE AC 404 0 8.0 A health RED AC 561 0 6.0 A health RED AC 726 0 6.0 BLUE AC 955 0 8.0 A health RED AC 1154 0 6.0 BLUE AC 99 0 8.0 BLUE AC 248 0 6.0 BLUE AC 405 0 8,0 A health RED AC 562 0 6.0 A health RED AC 727 0 6.0 BLUE AC 957 0 8.0 A health RED AC 1155 0 6.0 BLUE AC 100 0 10.0 BLUE AC 253 0 6.0 BLUE AC 406 0 8.0 C not boxable RED AC 563 0 6.0 A health RED AC 728 0 8.0 BLUE AC 958 0 8.0 A health RED AC 1163 0 6.0 BLUE AC 102 0 6.0 BLUE AC 254 0 6.0 BLUE AC 407 0 8.0 A health RED AC 564 0 6.0 A health RED AC 729 0 6.0 BLUE AC 959 0 6.0 A health RED AC 1164 0 6.0 A health RED AC 103 0 10.0 C not boxable RED AC 255 0 6.0 BLUE AC 408 0 8.0 A health RED AC 565 0 8.0 A health RED AC 730 0 6.0 BLUE AC 960 0 6.0 BLUE AC 1165 0 6.0 A health RED AC 104 0 8.0 A health RED AC 256 0 6.0 BLUE AC 409 0 8.0 A health RED AC 566 0 8.0 A health RED AC 732 0 8.0 BLUE AC 961 0 6.0 BLUE AC 1166 0 6.0 BLUE AC 105 0 8.0 C not boxable RED AC 257 0 6.0 BLUE AC 411 0 10.0 A health RED AC 567 0 6.0 A health RED AC 734 0 6.0 BLUE AC 963 0 8.0 A health RED AC 1167 0 6.0 BLUE AC 106 0 8.0 BLUE AC 258 0 6.0 BLUE AC 414 0 6.0 BLUE AC 568 0 8.0 A health RED AC 735 0 6.0 BLUE AC 965 0 8.0 A health RED AC 1168 0 6.0 BLUE AC 107 0 8.0 BLUE AC 259 0 8.0 A health RED AC 415 0 6.0 BLUE AC 569 0 8.0 A health RED AC 736 0 6.0 BLUE AC 967 0 8.0 C not boxable RED AC 1173 0 6.0 A health RED AC 108 0 6.0 BLUE AC 262 0 6.0 BLUE AC 416 0 10.0 A health RED AC 570 0 8.0 A health RED AC 737 0 4.0 BLUE AC 977 0 6.0 C not boxable RED AC 1175 0 6.0 A health RED AC 109 0 6.0 BLUE AC 264 0 6.0 BLUE AC 417 0 8.0 A health RED AC 571 0 8.0 A health RED AC 738 0 6.0 BLUE AC 982 0 8.0 C not boxable RED AC 1176 0 6.0 A health RED AC 110 0 10.0 A health RED AC 265 0 6.0 BLUE AC 419 0 8.0 BLUE AC 572 0 6.0 A health RED AC 739 0 6.0 BLUE AC 991 0 6.0 A health RED AC 1177 0 8.0 A health RED AC 112 0 6.0 BLUE AC 266 0 6.0 BLUE kC 420 0 8.0. BLUE AC 573 0 6.0 A health RED AC 740 0 8.0 BLUE AC 992 0 8.0 A health RED AC 1178 0 8.0 A health RED AC 113 0 6.0 BLUE AC 268 0 6.0 BLUE AC 421 0 8.0 BLUE AC 575 0 6.0 A health RED AC 741 0 6.0 BLUE AC 993 0 8.0 A health RED AC 1180 0 8.0 BLUE AC 114 0 6.0 BLUE AC 270 0 6.0 BLUE AC 423 0 10.0 A health RED AC 576 0 6.0 A health RED AC 742 0 6.0 BLUE AC 997 0 8.0 A health RED AC 1189 0 8.0 A health RED AC 115 0 6.0 BLUE AC 271 0 6.0 BLUE AC 424 0 10.0 A health RED AC 577 0 6.0 A health RED AC 744 0 6.0 BLUE AC 998 0 8.0 A health RED AC 1190 0 8.0 A health RED AC 116 0 6.0 BLUE AC 272 0 6.0 BLUE AC 426 0 10.0 A health RED AC 579 0 12.0 A health RED AC 745 0 6.0 BLUE AC 1002 0 8.0 BLUE AC 1191 0 6.0 A health RED AC 117 0 6.0 BLUE AC 273 0 6.0 BLUE AC 427 0 10.0 A health RED AC 580 0 12.0 A health RED AC 746 0 6.0 BLUE AC 1003 0 10.0 BLUE AC 1193 0 10.0 BLUE AC 120 0 8.0 A health RED AC 274 0 6.0 BLUE AC 431 0 8.0 BLUE AC 584 0 6.0 A health RED AC 747 0 6.0 BLUE AC 1004 0 6.0 BLUE AC 1195 0 6.0 A health RED AC 123 0 6.0 BLUE AC 275 0 6.0 BLUE AC 435 0 10.0. C not boxable RED AC 585 0 6.0 BLUE AC 750 0 8.0 BLUE AC 1005 0 6.0 BLUE AC 1197 0 6.0 C not boxable RED AC 125 0_ 8.0 BLUE AC 276 0 6.0 BLUE AC 437 0 8.0 A health RED AC 587 0 8.0 A health RED AC 751 0 6.0 BLUE AC 1006 0 6.0 C not boxable RED AC 1198 0 6.0 C not boxable RED AC 126 0 6.0 BLUE AC 277 0 6.0 BLUE AC 438 0 8.0 A health RED AC 590 0 8.0 A health RED AC 754 0 8.0 BLUE AC 1007 0 12.0 A health RED AC 1201 0 8.0 A health RED AC 128 0 6.0 C not boxable RED AC 278 0 6.0 BLUE AC 439 0 8.0 C not boxable RED AC 592 0 6.0 A health RED AC 755 0 8.0 BLUE AC 1011 0 6.0 BLUE AC 1202 0 10.0 C not boxable RED AC 129 0 10.0 C not boxable RED AC 281 0 6.0 BLUE AC 442 0 8.0 C not boxable RED AC 593 0 6.0 C not boxable RED AC 756 0 8.0 BLUE AC 1012 0 6.0 A health RED AC 1203 0 6.0 BLUE AC 130 0 8.0 C not boxable RED AC 286 0 6.0 BLUE AC 443 0 8.0 C not boxable RED AC 594 0 6.0 BLUE AC 757 0 6.0 BLUE AC 1013 0 6.0 A health RED AC 1204 0 8.0 A health RED AC 131 0 8.0 C not boxable RED AC 288 0 6.0 BLUE AC 444 0 8.0 C not boxable RED AC 595 0 8.0 A health RED AC 758 0 6.0 BLUE AC 1014 0 6.0 A health RED AC 1205 0 6.0 A health RED AC 132 0 8.0 BLUE AC 289 0 8.0 BLUE AC 445 0 8.0 A health RED AC, 598 0 8.0 A health RED AC 759 0 8.0 BLUE AC 1017 0 10.0 A health RED AC 1207 0 6.0 C not boxable RED AC 138 0 8.0 A health RED AC 290 0 8.0 BLUE AC 446 0 10.0 A health RED AC 600 0 6.0 BLUE AC 760 0 4.0 BLUE AC 1018 0 8.0 A health RED AC 1208 0 8.0 A health RED AC 139 0 10.0 A health RED AC 291 0 8.0 BLUE AC 448 0 10.0 A health RED AC 601 0 10.0 A health RED AC 761 0 6.0 BLUE AC 1019 0 10.0 A health RED AC 1214 0 6.0 BLUE AC_ 141 0 6.0 BLUE AC 292 0 8.0 C not boxable RED AC 449 0 10.0 A health RED AC 602 0 8.0 A health RED AC 762 0 8.0 BLUE AC 1020 0 6.0 A health RED AC 1215 0 6.0 BLUE AC 142 0 10.0 BLUE AC 293 0 8.0 BLUE AC 451 0 8.0 BLUE AC 610 0 8.0 A health RED AC 766 0 10.0 A health RED AC 1022 0 6.0 A health RED AC 1216 0 6.0 BLUE AC 143 0 10.0 C not boxable RED AC 295 0 6.0 BLUE AC 453 0 6.0 BLUE AC 611 0 8.0 A health RED AC 769 0 6.0 BLUE AC 1023 0 6.0 BLUE AC 1217 0 10.0 C not boxable RED AC 144 0 8.0 BLUE AC 296 0 6..0 BLUE AC 454 0 6.0 BLUE AC 614 0 10.0 A health RED AC 770 0 6.0 BLUE AC 1026 0 8.0 BLUE AC 1222 0 8.0 C not boxable RED AC 145 0 6.0 BLUE AC 297 0 10.0 C not boxable RED AC 455 0 6.0 BLUE AC 618 0 6.0 BLUE AC 771 0 8.0 BLUE AC 10*12 0 8.0 A health RED AC 1224 0 8.0 C not boxable RED AC 147 0 6.0 A health RED AC 298 0 10.0 A health RED AC 458 0 10.0 A health RED AC 619 0 6.0 BLUE AC 774 0 8.0 BLUE AC 1033 0 6.0 BLUE AC 1228 0 8.0 A health RED AC 148 0 6.0 BLUE AC 305 0 8.0 A health RED AC 459 0 8.0 A health RE AC 620 0 8.0 A health RED AC 776 0 8.0 BLUE AC 1037 0 6.0 C not boxable RED AC 1229 0 6.0 A health RED AC 149 0 6.0 BLUE AC 306 0 8.0 A health RED AC 460 0 6.0 BLUE AC 6,221 0 8.0 A health RED AC 777 0 6.0 BLUE AC 1038 0 6.0 A health RED AC 1230 0 10.0 C not boxable RED AC 151 0 6.0 BLUE AC 309 0 8.0 A health RED AC 461 0 6.0 BLUE AC 624 0 6.0 BLUE AC 781 0 6.0 BLUE AC 1039 0 6.0 A health RED AC 1231 0 8.0 C not boxable RED AC 152 0 6.0 BLUE AC 310 0 8.0 A health RED AC 462 0 6.0 BLUE AC 625 0 6.0 BLUE AC 782 0 6.0 BLUE AC 1040 0 8.0 A health RED AC 1232 0 8.0 C not boxable RED AC 153 0 4.0 BLUE AC 311 0 8.0 A health RED AC 464 0 8.0 A health RED AC 6":,0 0 6.0 BLUE AC 783 0 6.0 BLUE AC 1041 0 8.0 A health RED AC 1233 0 8.0 A health RED AC 154 0 6.0 BLUE AC 312 0 6.0 BLUE AC 465 0 10.0 A health RED AC 62:0 0 10.0 A health RED AC 785 0 8.0 BLUE AC 1042 0 10.0 A health RED AC 1234 0 8.0 A health RED AC 155 0 6.0 BLUE AC 313 0 6.0 BLUE AC 466 0 8.0 A health RED AC 6'3.2 0 10.0 BLUE AC 786 0 6.0 BLUE AC 1045 0 8.0 A health RED AC 1235 0 8.0 A health RED AC 157 0 6.0 BLUE AC 314 0 6.0 BLUE AC 467 0 6.0 BLUE AC 633 0 10.0 A health RED AC 787 0 8.0 A health RED AC 1046 0 8.0 A health RED AC 1236 0 8.0 A health RED AC 159 0 10.0 A health RED AC 315 0 6.0 BLUE AC 468 0 6.0 BLUE AC KA 0 10.0 A health RED AC 788 0 6.0 BLUE AC 1048 0 8.0 A health RED AC 1237 0 6.0 C not boxable RED AC 160 0 10.0 A health RED AC 316 0 6.0 BLUE AC 470 0 8.0 A health RED AC 635 0 10.0 A health RED AC 789 0 6.0 BLUE AC 164 0 6.0 BLUE AC 317 0 6.0 BLUE AC 471 0 8.0 A health RED AC 636 0 4.0 BLUE AC 790 0 6.0 BLUE AC 165 0 6.0 BLUE AC 318 0 6.0 BLUE AC 472 0 10.0 A health RED AC 639 0 6.0 BLUE AC 791 0 6.0 BLUE NATIVE PLANT PRESERVATION PLAN AC 166 0 6.0 BLUE AC 320 0 10.0 A health RED AC 474 0 8.0 BLUE AC 640 0 6.0 BLUE AC 792 0 6.0 BLUE AC 167 0 6.0 BLUE AC 321 0 6.0 BLUE AC 476 0 8.0 BLUE AC 64.1 0 6.0 BLUE AC 793 0 8.0 BLUE RANCHO VISTOSO NEIGHBORHOOD 3 AC 168 0 6.0 BLUE AC 322 0 4.0 BLUE AC 477 0 8.0 BLUE AC 643 0 6.0 BLUE AC 794 0 8.0 BLUE INNOVATION CORPORATE CENTER AC 172 0 10.0 A health RED AC 323 0 4.0 BLUE AC 479 0 8.0 A health RED AC 64.6 0 10.0 A health RED AC 795 0 8.0 BLUE AC 173 0 8.0 A health RED AC 324 0 4.0 BLUE AC 481 0 10.0 A health RED AC 64.7 0 6.0 A health RED AC 796 0 6.0 BLUE LOTS 2 THRU 5 AND COMMON AREA "A" AC 174 0 8.0 C not boxable RED AC 325 0 6.0 BLUE AC 483 0 10.0 A health RED AC 650 0 10.0 A health RED AC 802 0 10.0 A health RED BEING A PORTION OF SECTION 31 AND 32, TOWNSHIP 11 SOUTH, RANGE 14 EAST GILA & SALT RIVER MERIDIAN, ORO VALLEY, PIMA CQUNJ 1W, ARIZONA Engineering Planning Surveying The Landscape Architecture Urban Design WLB Offices located in Tucson, Phoenix, Flagstaff, and Las Vegas 4444 East Broadway GroupInc. VIJE Tucson, Arizona (520) 881-7480 No. Revisions Date Item Scale NIA oi� p��luFi Job No- 1 85050Vw02 r 25621 MY L Date 17 JANUARY 2007 GRIZU Designed By CB8 Checked By !,I f, Sheet of E CL N 0 0 N 0 a a ,Z LO N 0 cM C 0 LO 0 Lo 00 LO N _O Q 0. ,L c M L fT Z 0 0 _i ACACIA CONSTRICTA WHITET14ORN ACACIA (AC) w 9in wa., - IX > WO O 1w }F- : QcO.;, W� w mZ to!3 0 Z U = U U AC 1243 0 6.0 A health RED AC 1244 0 8.0 C not boxable RED AC 1247 0 6.0 A health RED AC 1248 0 6.0 BLUE AC 1250 0 6.0 C not boxable RED AC 1251 0 8.0 C not boxable RED AC 1252 0 8.0 C not boxable RED AC 1254 0 8.0 A health RED AC 1255 0 8.0 A health RED AC 1258 0 8.0 A health RED AC 1259 0 10.0 A health RED AC 1261 0 6.0 A health RED AC 1262 0 6.0 A health RED AC 1269 0 6.0 BLUE AC 1270 0 6.0 BLUE AC 1272 0 8.0 A health RED AC 1273 0 8.0 A health RED AC 1274 0 6.0 BLUE AC 1275 0 6.0 BLUE AC 1276 0 6.0 BLUE AC 1278 0 6.0 A health RED AC 1279 0 8.0 A health RED AC 1282 0 6.0 A health RED AC 1286 0 6.0 BLUE AC 1287 0 6.0 BLUE AC 1290 0 8.0 RED AC 1291 0 6.0 A health RED AC 1292 0 6.0 A health RED AC 1293 0 6.0 C not boxable RED AC 1294 0 8,0 C not boxable RED AC 1295 0 6.0. C not boxable RED AC 1298 0 6.0 C not boxable RED AC 1298 0 6.0 A health RED AC 1302 0 6.0 A health RED AC 1304 0 6.0 A health RED AC 1305 0 6.0 BLUE AC 1301 0 8.0 A health RED AC 1309 0 8.0 C not boxable RED AC 1310 0 6.0 C not boxable RED AC 1314 0 8.0 A health RED AC 131-5 0 6.0 A health RED AC 1316 0 8.0 C not boxable RED AC 1317 0 8.0 C not boxable RED AC 131.8 0 6.0 C not boxable RED AC 1319 0 8.0 C not boxable RED AC 1321 0 8.0 C not boxable RED AC 1325 0 8.0 BLUE AC 1326 0 6.0 A health RED AC 1329 0 8.0 A health RED AC 1332 0 8.0 C not boxable RED AC 1334 0 8.0 C not boxable RED AC 1335 0 8.0 C not boxable RED AC 1340 0 8.0 BLUE AC 1344 0 6.0 C not boxable RED AC 1345 0 6.0 C not boxable RED AC 1347 0 8.0 A health RED AC 1343 0 8.0 A health RED AC 1352 0 8.0 A health RED AC 135:3 0 8.0 A health RED AC 1354 0 8.0 A health RED AC 1358 0 8.0 BLUE AC 1367 0 8.0 BLUE AC 1369 0 6.0 BLUE AC 1371 0_ 6.0 C not boxable RED AC 1378 0 8.0 BLUE AC 13813 0 8.0 BLUE AC 1381 0 6.0 BLUE AC 1383 0 6.0 BLUE AC 1384 0 6.0 BLUE AC 1385 0 8.0 BLUE AC 1386 0 8.0 BLUE AC 1387 0 8.0 BLUE AC 1388 0 10.0 BLUE AC 1389 0 6.0 BLUE AC 1391 0 6.0 BLUE AC 1394 0 8.0 C not boxable RED AC 1395 0 8.0 BLUE AC 1398 0 10.0 C not boxable RED AC 1401) 0 6.0 BLUE AC 1401 0 6.0 A health RED AC 1402 0 6.0 A health RED AC 140:3 0 6.0 A health RED AC 1404 0 10.0 A health RED AC 1405 0 8.0 A health RED AC 1406 0 8.0 A health RED AC 1407 0 6.0 C not boxable RED AC 1408 0 10.0 A health RED AC 141:2 0 6.0 BLUE AC 141:3 0 6.0 BLUE AC 1414 0 8.0 BLUE AC 141:5 0 6.0 BLUE AC 14115 0 8.0 A health RED AC 1417 0 6.0 A health RED AC 1420 0 10.0 A health RED AC 142:2 0 8.0 BLUE AC 142:3 0 6.0 BLUE AC 1426 0 6.0 BLUE AC 142.7 0 6.0 BLUE AC 1431 0 8.0 A health RED AC 1432 0 8.0 C not boxable RED AC 143:3 0 8.0 C not boxable RED AC 1434 0 8.0 C not boxable RED AC 1431 0 8.0 C not boxable RED AC 1433 0 10.0 A health RED W w ('m W, Z_ _ ('^ > W w 0 Ow W m� Z U U � U AC 1439 0 10.0 A health RED AC 1440 0 6.0 BLUE AC 1441 0 8.0 A health RED AC 1442 0 8.0 A health RED AC 1443 0 8.0 A health RED AC 1445 0 6.0 BLUE AC 1446 0 6.0 A health RED AC 1447 0 6.0 A health RED AC 1448 0 6.0 A health RED AC 1449 0 6.0 A health RED AC 1451 0 6.0 C not boxable RED AC 1453 0 10.0 A health RED AC 1454 0 10.0 A health RED AC 1456 0 6.0 C not boxable RED AC 1458 0 6.0 A health RED AC 1459 0 6.0 A health RED AC 1460 0 6.0 A health RED AC 1461 0 6.0 BLUE AC 1463 0 6.0 BLUE AC 1465 0 8.0 A health RED AC 1466 0 8.0 C not boxable RED AC 1467 0 8.0 C not boxable RED AC 1468 0 12.0 C not boxable RED AC 1477 0 6.0 C not boxable RED AC 1479 0 6.0 A health RED AC 1480 0 10.0 A health RED AC 1481 0 6.0 BLUE AC 1482 0 6.0 BLUE AC 1483 0 6.0 BLUE AC 1485 0 6.0 BLUE AC 1486 0 6.0 BLUE AC 1490 0 8.0 A health RED AC 1495 0 8.0 A health RED AC 1498 0 8.0 A health RED AC 1502 0 8.0 A health RED AC 1503 0 6.0 A health RED AC 1504 0 6.0 A health RED AC 1505 0 6.0 A health RED AC 1606 0 6.0 A health RED AC 1507 0 8.0 A health RED AC 1508 0 6.0 A health RED AC 1509 0 10.0 A health RED AC 1510 0 8.0 A health RED AC 1511 0 8.0 A health RED AC 1512 0 8.0 A health RED AC 1513 0 8.0 A health RED AC 1514 0 6.0 A health RED AC 1516 0 8.0 A health RED AC 1522 0 8.0 A health RED AC 1525 0 8.0 BLUE AC 1526 0 6.0 BLUE AC 1528 0 10.0 C not boxable RED AC 1529 0 10.0 A health RED AC 1533 0 6.0 C not boxable RED AC 1535 0 6.0 C not boxable RED AC 1536 0 8.0 A health RED AC 1539 0 8.0 A health RED AC 1543 0 8.0 A health RED AC 1545 0 8.0 A health RED AC 1546 0 8.0 C not boxable RED AC 1547 0 8.0 C not boxable RED AC 1548 0 10.0 C not boxable RED AC 1551 0 10.0 C not boxable RED AC 1552 0 10.0 C not boxable RED AC 1554 0 6.0 BLUE AC 1559 0 8.0 A health RED AC 1560 0 8.0 BLUE AC 1563 0 8.0 C not boxable RED AC 1564 0 8.0 C not boxable RED AC 1565 0 6.0 A health RED AC 1566 0 6.0 A health RED AC 1567 0 6.0 BLUE AC 1572 0 8.0 C not boxable RED AC 1573 0 6.0 C not boxable RED AC 1574 0 6.0 A health RED AC 1577 0 6.0 A health RED AC 1580 0 6.0 C not boxable RED AC 1581 0 6.0 A health RED AC 1583 0 6.0 A health RED AC 1585 0 10.0 A health RED AC 1586 0 8.0 A health RED AC 1591 0 8.0 C not boxable RED AC 1597 0 8.0 C not boxable RED AC 1598 0 8.0 A health RED AC 1599 0 10.0 A health RED AC 1600 0 6.0 BLUE AC 1601 0 8.0 BLUE AC 1602 0 8.0 A health RED AC 1604 0 8.0 BLUE AC 1607 0 8.0 A health RED AC 1608 0 8.0 A health RED AC 1609 0 8.0 A health RED AC 1610 0 8.0 BLUE AC 1611 0 8.0 A health RED AC 1612 0 8.0 A health RED AC 1613 0 8.0 A health RED AC 1614 0 8.0 A health RED AC 1615 0 8.0 A health RED AC 1621 0 8.0 A health RED AC 1623 0 6.0 A health RED AC 1624 0 8.0 A health RED AC 1626 0 8.0 C not boxable RED AC 1627 0 8.0 G poor form RED AC 1628 0 8.0 A health RED Thp Engineering Planning Surveying �✓ Landscape Architecture Urban Design W1 Offices located in Tucson, Phoenix, L Flagstaff, and Las Vegas Group4444 East Broadway Tucson, Arizona (520) 881-7480 Ina w I Q Q Zw a gm nZ �� �_ p O X. o0LU AC 1629 0 6.0 A health RED AC 1632 0 6.0 BLUE AC 1633 0 8.0 A health RED AC 1634 0 8.0 A health RED AC 1635 0 8.0 A health RED AC 1636 0 8.0 A health RED AC 1638 0 10.0 BLUE AC 1647 0 6.0 BLUE AC 1649 0 6.0 A health RED AC 1650 0 8.0 A health RED AC 1651 0 8.0 A health RED AC 1657 0 6.0 BLUE AC 1658 0 8.0 C not boxable RED AC 1659 0 8.0 A health RED AC 1660 0 8.0 A health RED AC 1662 0 8.0 BLUE AC 1667 0 8.0 BLUE AC 1667 0 8.0 A health RED AC 1668 0 6.0 A health RED AC 1669 0 6.0 A health RED AC 1671 0 6.0 A health RED AC 1672 0 6.0 A health RED AC 1676 0 6.0 BLUE AC 1679 0 6.0 BLUE AC 1681 0 8.0 BLUE AC 1684 0 8.0 A health RED AC 1685 0 8.0 A health RED AC 1691 0 8.0 BLUE AC 1692 0 6.0 BLUE AC 1696 0 6.0 BLUE AC 1698 0 6.0 A health RED AC 1710 0 6.0 A health RED AC 1711 0 6.0 A health RED AC 1720 0 6.0 BLUE AC 1722 0 6.0 A health RED AC 1731 0 6.0 A health RED AC 1733 0 8.0 A health RED AC 1735 0 10.0 A health RED AC 1737 0 8.0 A health RED AC 1741 0 8.0 A health RED AC 1744 0 8.0 BLUE AC 1745 0 8.0 BLUE AC 1746 0 6.0 BLUE AC 1747 0 8.0 A health RED AC 1749 0 6.0 BLUE AC 1752 0 6.0 A health RED AC 1756 0 8.0 A health RED AC 1758 0 6.0 A health RED AC 1759 0 6.0 C not boxable RED AC 1760 0 6.0 C not boxable RED AC 1763 0 6.0 BLUE AC 1764 0 8.0 A health RED AC 1766 0 8.0 BLUE AC 1767 0 8.0 BLUE AC 1768 0 6.0 A health RED AC 1769 0 8.0 A health RED AC 1770 0 8.0 A health RED AC 1772 0 8.0 A health RED AC 1773 0 8.0 A health RED AC 1774 0 6.0 A health RED AC 1775 0 10.0 A health RED AC 1776 0 6.0 BLUE AC 1778 0 8.0 A health RED AC 1780 0 8.0 A health RED AC 1781 0 6.0 A health RED AC 1782 0 8.0 A health RED AC 1787 0 8.0 A health RED AC 1790 0 6.0 A health RED AC 1792 0 8.0 A health RED AC 1793 0 8.0 A health RED AC 1796 0 8.0 A health RED AC 1798 0 8.0 A health RED AC 1799 0 8.0 A health RED AC 1800 0 6.0 BLUE AC 1802 0 6.0 A health RED AC 1803 0 6.0 A health RED AC 1804 0 10.0 A health RED AC 1806 0 10.0 A health RED AC 1807 0 6.0 C not boxable RED AC 1810 0 10.0 A health RED AC 1811 0 6.0 BLUE AC 1812 0 10.0 C not boxable RED AC 1813 0 10.0 C not boxable RED AC 1815 0 10.0 A health RED AC 1816 0 14.0 A health RED AC 1817 0 6.0 C not boxable RED AC 1819 0 6.0 A health RED AC 1821 0 6.0 A health RED AC 1822 0 8.0 A health RED AC 1823 0 6.0 BLUE AC 1829 0 8.0 C not boxable RED AC 1831 0 6.0 C not boxable RED AC 1832 0 10.0 A health RED AC 1834 0 8.0 C not boxable RED AC 1836 0 8.0 C not boxable RED AC 1837 0 8.0 A health RED AC 1838 0 10.0 C not boxable RED AC 1846 0 8.0 A health RED AC 1847 0 10.0 C not boxable RED AC 1848 0 8.0 BLUE AC 1849 0 8.0 A health RED AC 1850 0 8.0 A health RED AC 1851 0 6.0 A health RED AC 1852 0 10.0 A health RED ly w _ a J Q Zw CL Q� =�Z �� p O m� AC 1853 0 10.0 BLUE AC 1859 0 10.0 C not boxable RED AC 1860 0 10.0 C not boxable RED AC 1864 0 6.0 A health RED AC 1865 0 8.0 A health RED AC 1866 0 8.0 A health RED AC 1878 0 8.0 A health RED AC 1879 0 8.0 BLUE AC 1881 0 8.0 BLUE AC 1882 0 8.0 A health RED AC 1886 0 8.0 BLUE AC 1888 0 10.0 A health RED AC 1892 0 8.0 A health RED AC 1894 0 8.0 BLUE AC 1895 0 10.0 A health RED AC 1898 0 6.0 A health RED AC 1902 0 6.0 A health RED AC 1905 0 6.0 A health RED AC 1907 0 6.0 A health RED AC 1912 0 6.0 BLUE AC 1913 0 6.0 BLUE AC 1917 0 8.0 A health RED AC 1918 0 6.0 A health RED AC 1923 0 6.0 A health RED AC 1927 0 8.0 A health RED AC 1929 0 6.0 BLUE AC 1930 0 6.0 BLUE AC 1932 0 6.0 BLUE AC 1935 0 6.0 BLUE AC 1936 0 6.0 A health RED AC 1940 0 6.0 A health RED AC 1949 0 6.0 A health RED AC 1952 0 6.0 A health RED AC 1954 0 8.0 A health RED AC 1966 0 6.0 D soil RED AC 1969 0 6.0 A health RED AC 1973 0 8.0 A health RED AC 1976 0 8.0 A health RED AC 1977 0 8.0 A health RED AC 1978 0 8.0 A health RED AC 1984 0 8.0 A health RED AC 1985 0 8.0 A health RED AC 1985 0 8.0 A health RED AC 1988 0 8.0 A health RED AC 1990 0 8.0 A health RED AC 1991 0 8.0 A health RED AC 1994 0 8.0 BLUE AC 1999 0 8.0 A health RED AC 2002 0 6.0 BLUE AC 2006 0 6.0 A health RED AC 2007 0 6.0 A health RED AC 2012 0 6.0 A health RED AC 2013 0 6.0 A health RED AC 2014 0 6.0 A health RED AC 2015 0 6.0 BLUE AC 2017 0 8.0 BLUE AC 2028 0 8.0 A health RED AC 2033 0 10.0 BLUE AC 2034 0 8.0 A health RED AC 2039 0 8.0 A health RED AC 2040 0 8.0 A health RED AC 20-41 0 8.0 A health RED AC 20.44 0 10.0 A health RED AC 20,45 0 6.0 BLUE AC 20.46 0 8.0 A health RED AC 2055 0 8.0 A health RED AC 2074 0 8.0 A health RED AC 2075 0 8.0 A health RED AC 2076 0 8.0 A health RED AC 2077 0 8.0 A health RED AC 2078 0 8.0 A health RED AC 2079 0 _8.0 A health RED AC 2080 0 8.0 C not boxable RED AC 2081 0 8.0 C not boxable RED AC 2082 0 8.0 C not boxable RED AC 2083 0 8.0 C not boxable RED AC 2084 0 8.0 C not boxable RED AC 2088 0 8.0 C not boxable RED AC 2089 0 8.0 C not boxable RED AC 2091 0 8.0 A health RED AC 2092 0 8.0 A health RED AC 2094 0 8.0 A health RED AC 2096 0 8.0 A health RED AC 2098 0 6.0 BLUE AC 2099 0 6.0 A health RED AC 2102 0 6.0 A health RED AC 2103 0 6.0 A health RED AC 2109 0 8.0 A health RED AC 21:20 0 8.0 A health RED AC 2121 0 8.0 A health RED AC 21.25 0 6.0 C not boxable RED AC 2131 0 6.0 A health RED AC 2132 0 8.0 A health RED AC 2135 0 8.0 C not boxable RED AC 2136 0 8.0 A health RED AC 2140 0 6.0 A health RED AC 2141 0 8.0 A health RED AC 2144 0 8.0 BLUE AC 2153 0 8.0 A health RED AC 21,54 0 6.0 A health RED AC 2157 0 6.0 A health RED AC 2158 0 6.0 A health RED AC 2162 0 6.0 A health RED AC 2168 0 6.0 A health RED w 0m az = U. a. AC 2174 0 8.0 AC 2177 0 8.0 AC 2180 0 8.0 AC 2182 0 8.0 AC 2183 0 8.0 AC 2188 0 8.0 AC 2193 0 8.0 AC 2194 0 8.0 AC 2196 0 8.0 AC 2199 0 8.0 AC 2204 0 8.0 AC 2207 0 8.0 AC 2212 0 6.0 AC 2213 0 6.0 AC 2221 0 6.0 AC 2224 0 6.0 AC 2226 0 6.0 AC 2227 0 6.0 AC 2229 0 6.0 AC 2230 0 6.0 AC 2231 0 6.0 AC 2237 0 6.0 AC 2239 0 6.0 AC 2248 0 6.0 AC 2256 0 6.0 AC 2257 0 8.0 AC 2268 0 6.0 AC 2259 0 6.0 AC 2261 0 6.0 AC 2264 0 6.0 AC 2265 0 6.0 AC 2268 0 6.0 AC 2270 0 6.0 AC 2276 0 6.0 AC 2286 0 6.0 AC 2287 0 6.0 AC 2289 0 6.0 AC 2291 0 6.0 AC 2292 0 6.0 AC 2297 0 6.0 AC 2298 0 6.0 AC 2299 0 8.0 AC 2302 0 8.0 AC 2303 0 8.0 AC 2304 0 8.0 AC 2305 0 8.0 AC 2309 0 8.0 AC 2311 0 8.0 AC 2312 0 8.0 AC 2313 0 10.0 AC 2314 0 10.0 AC 2315 0 10.0 AC 2316 0 10.0 AC 2319 0 8.0 AC 2320 0 8.0 AC 2321 0 6.0 AC 2322 0 6.0 AC 2325 0 6.0 AC 2327 0 6.0 AC 2330 0 8.0 AC 2331 0 8.0 AC 2334 0 6.0 AC 2335 0 6.0 AC 2335 0 6.0 AC 2336 0 8.0 AC 2336 0 8.0 AC 2337 0 8.0 AC 2338 0 8.0 AC 2339 0 8.0 AC 2339 0 8.0 AC 2340 0 8.0 AC 2341 0 8.0 AC 2343 0 10.0 AC 2348 0 8.0 AC 2351 0 6.0 AC 2352 0 6.0 AC 2353 0 8.0 AC 2354 0 8.0 AC 2355 0 8.0 AC 2357 0 8.0 AC 2359 0 10.0 AC 2360 0 6.0 AC 2361 0 6.0 AC 2364 0 6.0 AC 2365 0 12.0 AC 2366 0 6.0 AC 2369 0 6.0 AC 2370 0 6.0 AC 2372 0 6.0 AC 2373 0 6.0 AC 2374 0 6.0 AC 2376 0 8.0 AC 2377 0 8.0 AC 2378 0 8.0 AC 2379 0 8.0 AC 2380 0 6.0 AC 2381 0 6.0 AC 2384 0 6.0 AC 2386 0 6.0 AC 2387 0 6.0 AC 2394 0 6.0 AC 2395 0 6.0 AC 2396 0 6.0 AC 2398 0 6.0 RANCHO VISTOSO NEIGHBORHOOD 3 NATIVE PLANI PRFSERVATION PLAN INNOVATION CORPORATE CENTER H VENTORY SHEET Project Sheet Ttle Q J wwo m0 It Ow O m W w WO BLUE A health RED A health RED A health RED A health RED C not boxable RED C not boxable RED C not boxable RED BLUE A health RED A health RED BLUE A health RED A health RED A health RED BLUE A health RED A health RED A health RED BLUE A health RED A health RED A health RED A health RED A health RED BLUE BLUE BLUE BLUE A health RED C not boxable RED A health RED A health RED A health RED C not boxable RED C not boxable RED C not boxable RED C not boxable RED BLUE BLUE BLUE C not boxable RED BLUE A health RED A health RED A health RED A health RED A health RED A health RED A health RED A health RED A health RED A health RED A health RED A health RED A health RED A health RED A health RED A health RED A health RED A health RED A health RED A health RED A health RED C not boxable RED BLUE A health RED A health RED C not boxable RED A health RED BLUE BLUE A health RED A health RED A health RED A health RED A health RED A health RED A health RED A health RED BLUE BLUE BLUE A health RED BLUE A health RED BLUE BLUE A health RED A health RED A health RED A health RED C not boxable RED C not boxable RED A health RED BLUE BLUE A health RED A health RED A health RED A health RED A health RED A health RED BLUE No. Revisions W a AC AC AC AC AC AC AC AC AC AC AC AC AC AC AC AC AC AC AC AC AC AC AC AC AC AC AC AC AC AC AC AC AC AC AC AC AC AC AC AC AC AC AC AC AC AC AC AC AC AC AC AC AC AC AC AC AC AC AC AC AC AC AC AC AC AC AC AC AC AC AC AC AC AC AC AC AC AC AC AC AC AC AC AC AC AC AC AC AC AC AC AC AC AC AC Date It w Q J It w Q -J Q Q Zw t9 m a Z ,., w or p m 0 w O m CL Z = o= > O Wu~. ~ O w m0 a �� Q" UJ 0 2 m0 Z U ='-' �� Z U _" U a ItU 2399 0 6.0 D soil RED AC 2593 0 6.0 A health RED 2404 0 8.0 A health RED AC 2595 0 6.0 A health RED 2405 0 8.0 A health RED AC 2599 0 6.0 A health RED 2408 0 8.0 A health RED AC 2602 0 6.0 A health RED 2409 0 8.0 C not boxable RED AC 2603 0 6.0 A health RED 2411 0 6.0 A health RED AC 2604 0 6.0 C not boxable RED 2415 0 6.0 A health RED AC 2608 0 6.0 C not boxable RED 2417 0 6.0 BLUE AC 2609 0 6.0 A health RED 2420 0 6.0 C not boxable RED AC 2610 0 6.0 A health RED 2426 0 6.0 BLUE AC 2611 0 6.0 A health RED 2427 0 6.0 A health RED AC 2612 0 6.0 A health RED 2428 0 6.0 A health RED AC 2613 0 10.0 A health RED 2429 0 8.0 A health RED AC 2614 0 8.0 A health RED 2430 0 10.0 A health RED AC 2617 0 8.0 A health RED 2431 0 6.0 C not boxable RED AC 2618 0 6.0 A health RED 2432 0 6.0 A health RED AC 2619 0 8.0 A health RED 2433 0 6.0 A health RED AC 2620 0 6.0 A health RED 2434 0 6.0 C not boxable RED AC 2623 0 8.0 A health RED 2435 0 8.0 A health RED AC 2624 0 10.0 A health RED 2436 0 6.0 C not boxable RED AC 2628 0 '8.0 C not boxable RED 2437 0 8.0 A health RED AC 2629 0 8.0 C not boxable RED 2438 0 10.0 C not boxable RED AC 2630 0 8.0 A health RED 2444 0 10.0 BLUE AC 2631 0 8.0 BLUE 2446 0 8.0 A health RED AC 2633 0 10.0 A health RED 2447 0 12.0 A health RED AC 2634 0 8.0 A health RED 2449 0 10.0 A health RED AC 2641 0 8.0 C not boxable RED 2453 0 8.0 A health RED AC 2642 0 8.0 C not boxable RED 2454 0 6.0 A health RED AC 2643 0 8.0 C not boxable RED 2456 0 10.0 A health RED AC 2644 0 8.0 C not boxable RED 2457 0 6.0 A health RED AC 2648 0 8.0 C not boxable RED 2458 0 6.0 C not boxable RED AC 2649 0 8.0 C not boxable RED 2459 0 6.0 A health RED AC 2650 0 10.0 C not boxable RED 2460 0 6.0 BLUE AC 2657 0 6.0 BLUE 2463 0 6.0 A health RED AC 2658 0 6.0 BLUE 2465 0 6.0 A health RED AC 2659 0 8.0 BLUE 2467 0 6.0 A health RED AC 2660 0 8.0 BLUE 2469 0 6.0 BLUE AC 2661 0 6.0 BLUE 2470 0 6.0 BLUE AC 2666 0 8.0 A health RED 2471 0 6.0 BLUE AC 2667 0 8.0 A health RED 2475 0 6.0 BLUE AC 2668 0 8.0 A health RED 2476 0 8.0 C not boxable RED AC 2679 0 8.0 A health RED 2477 0 8.0 BLUE AC 2684 0 8.0 A health RED 2480 0 8.0 A health RED AC 2685 0 8.0 A health RED 2482 0 6.0 A health RED AC 2687 0 10.0 A health RED 2485 0 6.0 A health RED AC 2688 0 8.0 A health RED 2486 0 6.0 A health RED AC 2690 0 6.0 D soil RED 2487 0 6.0 A health RED AC 2692 0 10.0 A health RED 2489 0 6.0 A health RED AC 2694 0 10.0 C not boxable RED 2491 0 8.0 A health RED AC 2698 0 10.0 C not boxable RED 2492 0 8.0 A health RED AC 2700 0 6.0 BLUE 2495 0 8.0 C not boxable RED AC 2703 0 8.0 A health RED 2496 0 8.0 A health RED AC 2708 0 8.0 BLUE 2497 0 8.0 C not boxable RED AC 2709 0 18.0 A health RED 2498 0 8.0 C not boxable RED AC 2713 0 8.0 A health RED 2499 0 8.0 C not boxable RED AC 2715 0 8.0 A health RED 2500 0 8.0 BLUE AC 2718 0 6.0 A health RED 2506 0 10.0 A health RED AC 2720 0 12.0 C not boxable RED 2508 0 10.0 A health RED AC 2721 0 12.0 F adjacent plant RED 2511 0 10.0 A health RED AC 2723 0 8.0 C not boxable RED 2512 0 10.0 A health RED AC 2726 0 8.0 A health RED 2516 0 10.0 A health RED AC 2732 0 6.0 C not boxable RED 2521 0 8.0 A health RED AC 2734 0 6.0 BLUE 2522 0 8.0 A health RED AC 2743 0 6.0 A health RED 2523 0 8.0 A health RED AC 2744 0 6.0 A health RED 2524 0 6.0 A health RED AC 2745 0 6.0 A health RED 2526 0 6.0 A health RED AC 2746 0 6.0 C not boxable RED 2528 0 8.0 A health RED AC 2747 0 6.0 C not boxable RED 2529 0 8.0 A health RED AC 2748 0 6.0 A health RED 2530 0 8.0 A health RED AC 2749 0 6.0 A health RED 2531 0 8.0 A health RED AC 2750 0 8.0 A health RED 2532 0 8.0 A health RED AC 2757 0 6.0 A health RED 2533 0 8.0 C not boxable RED AC 2759 0 6.0 C not boxable RED 2534 0 6.0 A health RED AC 2760 0 6.0 A health RED 2535 0 8.0 A health RED AC 2763 0 6.0 C not boxable RED 2537 0 6.0 BLUE AC 2769 0 8.0 A health RED 2539 0 6.0 BLUE AC 2770 0 6.0 C not boxable RED 2541 0 6.0 C not boxable RED AC 2771 0 6.0 A health RED 2542 0 8.0 A health RED AC 2775 0 6.0 A health RED 2547 0 8.0 A health RED AC 2790 0 6.0 C not boxable RED 2548 0 6.0 C not boxable RED AC 2791 0 6.0 C not boxable RED 2549 0 6.0 A health RED AC 2792 0 6.0 C not boxable RED 2554 0 6.0 A health RED AC 2793 0 6.0 A health RED 2555 0 6.0 BLUE AC 2796 0 6.0 A health RED 2568 0 6.0 A health RED AC 2797 0 8.0 A health RED 2569 0 6.0 A health RED AC 2798 0 8.0 A health RED 2570 0 6.0 A health RED AC 2800 0 6.0 BLUE 2571 0 6.0 A health RED AC 2801 0 6.0 A health RED 2572 0 6.0 A health RED AC 2802 0 8.0 C not boxable RED 2574 0 6.0 A health RED AC 2803 0 8.0 C not boxable RED 2575 0 6.0 A health RED AC 2805 0 8.0 BLUE 2579 0 6.0 A health RED AC 2806 0 8.0 A health RED 2580 0 6.0 BLUE AC 2807 0 8.0 C not boxable RED 2584 0 6.0 A health RED AC 2808 0 6.0 G poor form RED 2585 0 6.0 A health RED AC 2809 0 6.0 A health RED 2592 0 6.0 A health RED AC 2810 0 6.0 C not boxable RED NATIVE PLANT PRESERVATION PLAN RANCHO VISTOSO NEIGHBORHOOD 3 INNOVATION CORPORATE CENTER LOTS 2 THRU 5 AND COMMON AREA "A" BEING A PORTION OF SECTION 31 AND 32, TOWNSHIP 11 SOUTH, RANGE 14 EAST GILA & SALT RIVER MERIDIAN, ORO VALLEY, PIMA CO IZONA Item Scale N/A Job No. 1 135O55OVWO2 Date 17 JANUARY 2007 Designed By QB Checked By C.,1 r, 25621 GARY L Sheet Of 11.0 to N t` 0 0 N r` ca Q 0 s w Z w w 9 0 U O F- Z Z M O O 0 m (D w O O U) O z R ACACIA CONSTRICTA WHITETHORN ACACIA (AC) aY W Q a ar w w Q a w w W ,.:, Q Q Ir u LU a a ce W W Q Z _' Z c� Q W W^ = ar > o = w > o s > o r > o �_-� _ w > oo cam LU _ w > o� W LU a ZX W Ci m C. Z W Ir O m O W aim G. Z to .., W ar O m O W O m - Z 0 W w O 00 O W C� to IL Z W O m O W 0 m CL Z �. W w � > O a� �- _U. U, o am �- � o o m } �" _ Q-- UJ mo °}}" �� Qr- Wu~. U. 2 mp a ta..� Q�.. WLL ~ LL mp °" �:� Q-- WLL �- 'm0 °' �� -'- wu. mp a Z fit_ O g _m CL Q� �Z � JO i- Z U = W U F- Z U = �•. W U Z U = aY W U Z }} LI 1 }}LU a W U. m U U U 0: U S 0 �U F Z iQJ = V W IYU F- Z U =LL V W W LL'U ~Z U =�.. U. wU AC 2811 0 6.0 C not boxable RED AC 2989 0 6.0 BLUE AC 3185 0 8.0 A health RED AC 3376 0 8.0 A health RED AC 3521 0 6.0 BLUE AG 1338 0 6.0 BLUE AG 1987 0 6.0 BLUE AC 28112 0 8.0 A health RED AC 2990 0 6.0 BLUE AC 3186 0 8.0 A health RED AC 3378 0 10.0 A health RED AC 3522 0 6.0 BLUE AG 1339 0 8.0 BLUE AG 1989 0 6.0 A health RED AC 2814 0 8.0 A health RED AC 2991 0 6.0 BLUE AC 3187 0 8.0 A health RED AC 3379 0 8.0 C not boxable RED AC 3523 0 6.0 BLUE AG 1341 0 8.0 BLUE AG 1995 0 6.0 A health RED AC 281E► 0 10.0 A health RED AC 2992 0 6.0 BLUE AC 3188 0 10.0 A health RED AC 3380 0 8.0 BLUE AC 3525 0 6.0 BLUE AG 1343 0 8.0 BLUE AG 1997 0 6.0 BLUE AC 2817 0 8.0 A health RED AC 2993 0 10.0 BLUE AC 3190 0 6.0 A health RED AC 3381 0 8.0 BLUE AC 3526 0 8.0 BLUE AG 1356 0 6.0 BLUE AG 1998 0 6.0 BLUE AC 2818 0 8.0 A health RED AC 2994 0 8.0 A health RED AC 3191 0 6.0 A health RED AC 3382 0 10.0 BLUE AC 3527 0 8.0 BLUE AG 1357 0 6.0 C not boxable RED AG 2003 0 6.0 C not boxable RED AC 284*3 0 6.0 BLUE AC 2995 0 6.0 A health RED AC 3198 0 6.0 A health RED AC 3383 0 6.0 BLUE AC 3528 0 8.0 BLUE AG 1359 0 6.0 BLUE AG 2005 0 6.0 C not boxable RED AC 2844 0 6.0 BLUE AC 2996 0 10.0 A health RED AC 3203 0 6.0 A health RED AC 3385 0 6.0 F adjacent plant RED AC 3529 0 8.0 F adjacent plant RED AG 1368 0 6.0 BLUE AG 2008 0 6.0 C not boxable RED AC 2847 0 10.0 A health RED AC 2997 0 10.0 BLUE AC 3205 0 8.0 A health RED AC 3386 0 6.0 BLUE AC 3530 0 8.0 BLUE AG 1372 0 6.0 C not boxable RED AG 2009 0 6.0 C not boxable RED AC 2848 0 8.0 A health RED AC 2998 0 6.0 A health RED AC 3206 0 10.0 A health RED AC 3388 0 8.0 A health RED AC 3531 0 6.0 BLUE AG 1379 0 6.0 BLUE AG 2011 0 6.0 A health RED AC 2849 0 10.0 A health RED AC 2999 0 8.0 A health RED AC 3207 0 10.0 A health RED AC 3389 0 6.0 A health RED AC 3532 0 10.0 BLUE AG 1382 0 6.0 BLUE AG 2018 0 6.0 A health RED AC 2849 0 10.0 A health RED AC 3000 0 8.0 BLUE AC 3208 0 8.0 C not boxable RED AC 3390 0 6.0 A health RED AC 3534 0 6.0 A health RED AG 1445 0 6.0 C not boxable RED AG 2032 0 6.0 C not boxable RED AC 2850 0 8.0 A health RED AC 3001 0 10.0 A health RED AC 3210 0 6.0 BLUE AC 3391 0 6.0 A health RED AC 3535 0 6.0 BLUE AG 1452 0 6.0 BLUE AG 2037 0 6.0 C not boxable RED AC 2851 0 6.0 A health RED AC 3003 0 8.0 BLUE AC 3211 0 10.0 A health RED AC 3392 0 6.0 A health RED AC 3537 0 6.0 BLUE AG 1464 0 6.0 C not boxable RED AG 2051 0 6.0 C not boxable RED AC 2853 0 6.0 A health RED AC 3014 0 6.0 BLUE AC 3212 0 10.0 A health RED AC 3393 0 10.0 A health RED AC 3539 0 6.0 BLUE AG 1469 0 8.0 C not boxable RED AG 2056 0 6.0 C not boxable RED AC 2854 0 8.0 A health RED AC 3015 0 8.0 A health RED AC 3213 0 6.0 BLUE AC 3395 0 10.0 F adjacent plant RED AC 3540 0 6.0 BLUE AG 1470 0 6.0 C not boxable RED AG 2067 0 6.0 C not boxable RED AC 2855 0 8.0 A health RED AC 3017 0 8.0 A health RED AC 3214 0 6.0 A health RED AC 3396 0 10.0 F adjacent plant RED AC 3543 0 10.0 C not boxable RED AG 1475 0 6.0 A health RED AG 2073 0 8.0 BLUE AC 2856 0 8.0 A health RED AC 3018 0 8.0 A health RED AC 3215 0 8.0 A health RED AC 3398 0 8.0 A health RED AC 3547 0 10.0 C not boxable RED AG 1476 0 6.0 A health RED AG 2085 0 8.0 A health RED AC 2859 0 8.0 BLUE AC 3021 0 10.0 BLUE AC 3216 0 6.0 A health RED AC 3399 0 8.0 A health RED AC 3549 0 6.0 A health RED AG 1484 0 8.0 C not boxable RED AG 2087 0 8.0 BLUE AC 2861 0 8.0 A health RED AC 3028 0 8.0 A health RED AC 3217 0 6.0 BLUE AC 3401 0 6.0 BLUE AG 1488 0 6.0 C not boxable RED AG 2090 0 8.0 BLUE AC 28692 0 8.0 A health RED AC 3029 0 6.0 A health RED AC 3218 0 8.0 BLUE AC 3403 0 6.0 A health RED ACACIA GREGGII AG 1489 0 6.0 C not boxable RED AG 2101 0 6.0 C not boxable RED AC 286a 0 6.0 A health RED AC 3032 0 8.0 A health RED AC 3219 0 8.0 A health RED AC 3406 0 6.0 BLUE CAT CLAW ACACIA AG ( ) AG 1491 0 6.0 C not boxable RED AG 2108 0 6.0 BLUE AC 2867' 0 6.0 A health RED AC 3039 0 10.0 A health RED AC 3220 0 6.0 C not boxable RED AC 3408 0 10.0 BLUE ar w Q Q Z AG 1493 0 6.0 BLUE AG 2112 0 6.0 BLUE AC 2868 0 6.0 C not boxable RED AC 3041 0 6.0 BLUE AC 3224 0 8.0 BLUE AC 3410 0 8.0 A health RED W W c w O m 0. Z _.,, War > 00 AG 1494 0 8.0 C not boxable RED AG 2122 0 6,0 C not boxable RED AC 2869 0 6.0 BLUE AC 3042 0 8.0 A health RED AC 3226 0 8.0 A health RED AC 3411 0 6.0 A health RED w Q O E,; O o m _J AG 1500 0 8.0 BLUE AG 2126 0 6.0 BLUE AC 2872' 0 8.0 A health RED AC 3044 0 8.0 A health RED AC 3228 0 8.0 A health RED AC 3412 0 6.0 A hea{fh RED F" z v = U. LL LU v AG 1501 0 6.0 C not boxable RED AG 2127 0 6.0 BLUE AC 2871 � 0 8.0 A health RED AC 3045 0 6.0 A health RED AC 3229 0 10.0 A health RED AC 3413 0 6.0 C not boxable RED U W AG 1521 0 6.0 BLUE AG 2139 0 6.0 BLUE AC 2874 0 6.0 A health RED AC 3047 0 8.0 A health RED AC 3230 0 6.0 A health RED AC 3415 0 6.0 BLUE AG 9 0 8.0 BLUE AG 1523 0 8.0 C not boxable RED AG 2146 0 6.0 C not boxable RED AC 2875 0 6.0 BLUE AC 3048 0 8.0 A health RED AC 3231 0 8.0 A health RED AC 3416 0 6.0 BLUE AG 73 0 8.0 C not boxable RED AG 1527 0 8.0 C not boxable RED AG 2160 0 6.0 C not boxable RED AC 287E 0 8.0 BLUE AC 3052 0 6.0 BLUE AC 3233 0 8.0 A health RED AC 3417 0 6.0 A health RED AG 111 0 8.0 BLUE AG 1530 0 6.0 BLUE AG 2163 0 6.0 C not boxable RED AC 2880 0 8.0 A health RED AC 3053 0 6.0 BLUE AC 3235 0 6.0 C not boxable RED AC 3418 0 6.0 A health RED AG 146 0 10.0 C not boxable RED AG 1531 0 8.0 BLUE AG 2164 0 6.0 BLUE AC 2 8 821 0 8.0 BLUE AC 3054 0 6.0 BLUE AC 3236 0 8.0 A health RED AC 3421 0 6.0 BLUE AG 221 0 8.0 C not boxable RED AG 1532 0 6.0 BLUE AG 2165 0 6.0 BLUE AC 28K 0 6.0 A health RED AC 3056 0 10.0 A health RED AC 3237 0 6.0 A health RED AC 3422 0 8.0 BLUE AG 287 0 6.0 C not boxable RED AG 1540 0 6.0 BLUE AG 2166 0 6.0 BLUE AC 2890 0 6.0 C not boxable RED AC 3061 0 8.0 A health RED AC 3238 0 6.0 A health RED AC 3423 0 6.0 A health RED AG 369 0 6.0 BLUE AG 1541 0 6.0 C not boxable RED AG 2167 0 6.0 BLUE AC 2893 0 6.0 BLUE AC 3062 0 6.0 A health RED AC 3239 0 6.0 C not boxable RED AC 3424 0 6.0 A health RED AG 398 0 6.0 C not boxable RED AG 1542 0 6.0 C not boxable RED AG 2169 0 6.0 A health RED AC 2894• 0 6.0 A health RED AC 3063 0 6.0 A health RED AC 3240 0 8.0 A health RED AC 3425 0 6.0 C not boxable RED AG 425 0 8.0 C nct boxable RED AG 1549 0 6.0 BLUE AG 2171 0 6.0 C not boxable RED AC 2898 0 6.0 A health RED AC 3067 0 6.0 A health RED AC 3241 0 6.0 BLUE ` AC 3429 0 6.0 A health RED AG 433 0 8.0 A health RED AG 1555 0 6.0 BLUE AG 2172 0 6.0 BLUE AC 289Ei 0 6.0 C not boxable RED AC 3068 0 6.0 A health RED AC 3242 0 6.0 BLUE AC 3430 0 6.0 BLUE AG 441 0 8.0 C not boxable RED AG 1556 0 6.0 BLUE AG 2175 0 6.0 BLUE AC 290'2; 0 6.0 C not boxable RED AC 3069 0 6.0 A health RED AC 3247 0 6.0 BLUE AC 3432 0 6.0 BLUE AG 463 0 6.0 BLUE AG 1557 0 6.0 BLUE AG 2187 0 6.0 C not boxable RED AC 2905 0 6.0 A health RED AC 3070 0 6.0 A health RED AC 3248 0 8.0 A health RED AC 3433 0 6.0 BLUE AG 480 0 6.0 A health RED AG 1558 0 6.0 C not boxable RED AG 2202 0 6.0 BLUE AC 290E 0 6.0 A health RED AC 3072 0 6.0 A health RED AC 3249 0 8.0 A health RED AC 3436 0 6.0 BLUE AG 482 0 8.0 C not boxable RED AG 1561 0 6.0 BLUE AG 2206 0 6.0 BLUE AC 2907' 0 8.0 A health RED AC 3073 0 6.0 A health RED AC 3250 0 6.0 C not boxable RED AC 3437 0 8.0 A health RED AG 529 0 6.0 BLUE AG 1562 0 6.0 BLUE AG 2209 0 6.0 C not boxable RED AC 2908 0 8.0 C not boxable RED AC 3074 0 6.0 A health RED AC 3253 0 8.0 A health RED AC 3438 0 8.0 C not boxable RED AG 550 0 6.0 BLUE AG 1568 0 6.0 BLUE AG 2215 0 6.0 C not boxable RED AC 2909 0 8.0 A health RED AC 3075 0 6.0 A health RED AC 3254 0 6.0 BLUE AC 3439 0 8.0 BLUE AG 553 0 6.0 A health RED AG 1588 0 6.0 C not boxable RED AG 2225 0 6.0 BLUE AC 2910 0 8.0 A health RED AC 3076 0 6.0 A health RED AC 3255 0 6.0 C not boxable RED AC 3440 0 8.0 BLUE AG 555 0 8.0 BLUE AG 1589 0 6.0 C not boxable RED AG 2228 0 6.0 BLUE AC 2912: 0 8.0 A health RED AC 3077 0 6.0 A health RED AC 3257 0 6.0 A health RED AC 3441 0 10.0 A health RED AG 558 0 6.0 BLUE AG 1592 0 6.0 C not boxable RED AG 2232 0 6.0 C not boxable RED AC 2 91 13 0 8.0 A health RED AC 3078 0 8.0 A health RED AC 3258 0 6.0 BLUE AC 3442 0 8.0 A health RED AG 574 0 10.0 BLUE AG 1603 0 6.0 BLUE AG 2233 0 6.0 BLUE AC 2914• 0 6.0 A health RED AC 3080 0 8.0 A health RED AC 3265 0 6.0 C not boxable RED AC 3443 0 8.0 C not boxable RED AG 605 0 6.0 A health RED AG 1618 0 6.0 C not boxable RED AG 2244 0 8.0 BLUE AC 2916 0 8.0 A health RED AC 3081 0 8.0 A health RED XC 3266 0 8.0 A health RED AC 3444 0 8.0 A health RED AG 667 0 10.0 C not boxable RED AG 1619 0 6.0 BLUE AG 2253 0 8.0 BLUE AC 2917' 0 8.0 A health RED AC 3082 0 6.0 A health RED AC 3267 0 10.0 C not boxable RED AC 3445 0 8.0 A health RED AG 821 0 6.0 BLUE AG 1620 0 6.0 C not boxable RED AG 2255 0 8.0 BLUE AC 2920 0 6.0 C not boxable RED AC 3083 0 6.0 A health RED AC 3270 0 8.0 BLUE AC 3446 0 6.0 BLUE AG 831 0 6.0 BLUE AG 1631 0 6.0 A health RED AG 2260 0 8.0 BLUE AC 2921 0 6.0 BLUE AC 3084 0 6.0 A health RED AC 3272 0 8.0 C not boxable RED AC 3447 0 6.0 BLUE AG 832 0 6.0 C no)t boxable RED AG 1639 0 6.0 BLUE AG 2262 0 8.0 BLUE AC 2922' 0 6.0 BLUE AC 3085 0 6.0 A health RED AC 3274 0 8.0 C not boxable RED AC 3448 0 8.0 BLUE AG 834 0 6.0 C no)t boxable RED AG 1640 0 6.0 BLUE AG 2267 0 8.0 C not boxable RED AC 292"; 0 8.0 A health RED AC 3088 0 6.0 A health RED AC 3285 0 6.0 D soil RED AC 3449 0 6.0 BLUE AG 838 0 6.0 BLUE AG 1645 0 6.0 C not boxable RED AG 2271 0 6.0 BLUE AC 2924- 0 8.0 BLUE AC 3090 0 8.0 A health RED AC 3286 0 6.0 A health RED AC 3451 0 6.0 BLUE AG 862 0 6.0 BLUE AG 1646 0 6.0 C not boxable RED AG 2277 0 6.0 BLUE AC 2928I 0 8.0 BLUE AC 3091 0 8.0 A health RED AC 3287 0 8.0 A health RED AC 3452 0 8.0 BLUE AG 940 0 4.0 C not boxable RED AG 1648 0 6.0 BLUE AG 2285 0 8.0 BLUE AC 2928 0 8.0 A health RED AC 3092 0 8.0 A health RED AC 3288 0 8.0 A health RED AC 3453 0 8.0 A health RED AG 968 0 6.0 C not boxable RED AG 1653 0 6.0 C not boxable RED AG 2295 0 8.0 BLUE AC 2930 0 8.0 A health RED AC 3093 0 8.0 A health RED AC 3289 0 8.0 A health RED AC 3455 0 6.0 C not boxable RED AG 979 0 6.0 BLUE AG 1654 0 6.0 C not boxable RED AG 2310 0 8.0 C not boxable RED AC 2931 0 6.0 A health RED AC 3095 0 8.0 A health RED AC 3290 0 8.0 A health RED AC 3458 0 8.0 A health RED AG 985 0 6.0 BLUE AG 1661 0 6.0 BLUE AG 2329 0 8.0 C not boxable RED AC 2932' 0 6.0 A health RED AC 3097 0 8.0 A health RED AC 3292 0 8.0 C not boxable RED AC 3459 0 8.0 A health RED AG 986 0 6.0 BLUE AG 1663 0 6.0 C not boxable RED AG 2338 0 6.0 C not boxable RED AC 29K 0 6.0 BLUE AC 3098 0 6.0 BLUE AC 3296 0 8.0 A health RED AC 3460 0 8.0 BLUE AG 987 0 8.0 BLUE AG 1665 0 6.0 A health RED AG 2356 0 6.0 C not boxable RED AC 2934• 0 8.0 A health RED AC 3101 0 6.0 BLUE AC 3297 0 8.0 C not boxable RED AC 3461 0 10.0 A health RED AG 988 0 6.0 C not boxable RED AG 1666 0 6.0 C not boxable RED AG 2362 0 6.0 BLUE AC 2935 0 6.0 A health RED AC 3102 0 8.0 A health RED AC 3304 0 8.0 A health RED AC 3462 0 10.0 A health RED AG 994 0 6.0 BLUE AG 1674 0 6.0 C not boxable RED AG 2368 0 6.0 C not boxable RED AC 2936 0 8.0 A health RED AC 3103 0 8.0 A health RED AC 3306 0 10.0 BLUE AC 3463 0 6.0 BLUE AG 1029 0 6.0 BLUE AG 1675 0 6.0 BLUE AG 2375 0 6.0 C not boxable RED AC 2937' 0 6.0 A health RED AC 3104 0 6.0 BLUE AC 3308 0 8.0 A health RED AC 3464 0 8.0 A health RED AG 1035 0 6.0 BLUE AG 1693 0 6.0 C not boxable RED AG 2385 0 6.0 C not boxable RED AC 2938 0 8.0 A health RED AC 3105 0 6.0 BLUE AC 3309 0 8.0 A health RED AC 3465 0 8.0 r", health RED AG 1049 0 6.0 C not boxable RED AG 1697 0 6.0 C not boxable RED AG 2410 0 6.0 C not boxable RED AC 2939 0 8.0 BLUE AC 3106 0 6.0 BLUE AC 3310 0 10.0 A health RED AC 3466 0 8.0 A health RED AG 1065 0 6.0 C not boxable RED AG 1700 0 8.0 BLUE AG 2412 0 6.0 BLUE AC 2941 0 8.0 C not boxable RED AC 3107 0 8.0 A health RED AC 3311 0 8.0 A health RED AC 3467 0 8.0 A health RED AG 1084 0 6.0 BLUE AG 1705 0 8.0 BLUE AG 2413 0 6.0 A health RED AC 29420 8.0 C not boxable RED AC 3108 0 8.0 A health RED AC 3312 0 8.0 A health RED AC 3468 0 6.0 A health RED AG 1085 0 6.0 BLUE AG 1708 0 8.0 C not boxable RED AG 2414 0 6.0 BLUE AC 294"" 0 6.0 C not boxable RED AC 3109 0 8.0 A health RED AC 3313 0 8.0 A health RED AC 3469 0 6.0 A health RED AG 1093 0 10.0 BLUE AG 1709 0 6.0 C not boxable RED AG 2423 0 6.0 C not boxable RED AC 2946 0 8.0 A health RED AC 3110 0 10.0 C not boxable RED AC 3314 0 6.0 C not boxable RED AC 3470 0 8.0 A health RED AG 1094 0 10.0 BLUE AG 1723 0 6.0 BLUE AG 2424 0 6.0 BLUE AC 2946 0 8.0 A health RED AC 3113 0 10.0 C not boxable RED AC 3318 0 6.0 BLUE AC 3471 0 8.0 A health RED AG 1095 0 6.0 BLUE AG 1738 0 6.0 BLUE AG 2439 0 6.0 BLUE AC 2947' 0 6.0 A health RED AC 3114 0 10.0 C not boxable RED AC 3320 0 8.0 A health RED AC 3475 0 6.0 BLUE AG 1098 0 8.0 BLUE AG 1740 0 8.0 BLUE AG 2440 0 6.0 BLUE AC 2947' 0 6.0 A health RED AC 3118 0 10.0 C not boxable RED AC 3324 0 8.0 A health RED AC 3476 0 8.0 BLUE AG 1104 0 6.0 BLUE AG 1748 0 6.0 BLUE AG 2442 0 6.0 BLUE AC 2948 0 8.0 A health RED AC 3123 0 8.0 A health RED AC 3325 0 8.0 A health RED AC 3479 0 8.0 BLUE AG 1106 0 8.0 BLUE AG 1753 0 6.0 BLUE AG 2450 0 8.0 BLUE AC 2948 0 6.0 A health RED AC 3130 0 8.0 A health RED AC 3326 0 6.0 C not boxable RED AC 3481 0 8.0 BLUE AG 1112 0 6.0 C not boxable RED AG 1757 0 6.0 C not boxable RED AG 2451 0 8.0 BLUE AC 2952 0 6.0 BLUE AC 3137 0 8.0 A health RED AC 3327 0 8.0 C not boxable RED AC 3486 0 6.0 A health RED AG 1116 0 8.0 BLUE AG 1765 0 8.0 BLUE AG 2462 0 8.0 BLUE AC 2952, 0 6.0 BLUE AC 3138 0 8.0 A health RED AC 3332 0 8.0 A health RED AC 3486 0 6.0 BLUE AG 1128 0 8.0 BLUE AG 1783 0 8.0 A health RED AG 2464 0 8.0 C not boxable RED AC 2954, 0 6.0 A health RED AC 3139 0 8.0 A health RED AC 3334 0 8.0 A health RED AC 3487 0 6.0 A health RED AG 1129 0 6.0 A health RED AG 1784 0 8.0 BLUE AG 2466 0 8.0 C not boxable RED AC 2955 0 6.0 BLUE AC 3140 0 8.0 BLUE AC 3335 0 8.0 BLUE AC 3488 0 6.,� A health RED AG 1141 0 6.0 BLUE AG 1795 0 6.0 BLUE AG 2474 0 6.0 A health RED AC 2958. 0 8.0 BLUE AC 3141 0 8.0 A health RED AC 3336 0 8.0 A health RED AC 3489 0 8.0 A health RED AG 1142 0 8.0 BLUE AG 1824 0 6.0 BLUE AG 2478 0 6.0 BLUE AC 2959 0 8.0 BLUE AC 3145 0 8.0 A health RED AC 3337 0 8.0 A health RED AC 3492 0 6.0 BLUE AG 1158 0 6.0 C not boxable RED AG 1827 0 6.0 BLUE AG 2479 0 6.0 C not boxable RED AC 2961 0 8.0 A health RED AC 3146 0 8.0 BLUE AC 3339 0 6.0 C not boxable RED AC 3493 0 8.0 BLUE AG 1159 0 6.0 C not boxable RED AG 1839 0 6.0 BLUE AG 2481 0 6.0 C not boxable RED AC 29620 6.0 A health RED AC 3147 0 6.0 BLUE AC 3340 0 6.0 BLUE AC 3494 0 8.0 A health RED AG 1171 0 6.0 BLUE AG 1856 0 6.0 BLUE AG 2488 0 6.0 BLUE AC 296" 0 6.0 A health RED AC 3148 0 8.0 A health RED AC 3341 0 6.0 C not boxable RED AC 3495 0 10.0 A health RED AG 1179 0 6.0 BLUE AG 1857 0 6.0 C not boxable RED AG 2490 0 8.0 BLUE AC 2964, 0 6.0 BLUE AC 3149 0 8.0 A health RED AC 3342 0 6.0 D soil RED AC 3498 0 8.0 BLUE AG 1200 0 8.0 BLUE AG 1861 0 6.0 C not boxable RED AG 2494 0 6.0 C not boxable RED AC 2967' 0 8.0 A health RED AC 3150 0 8.0 A health RED AC 3343 0 6.0 D soil RED AC 3499 0 8.0 BLUE AG 1227 0 8.0 BLUE AG 1870 0 6.0 C not boxable RED AG 2501 0 6.0 BLUE AC 2968 0 6.0 A health RED AC 3151 0 8.0 A health RED AC 3348 0 6.0 BLUE ` AC 3501 0 10.0 BLUE AG 1240 0 8.0 BLUE AG 1877 0 6.0 BLUE AG 2510 0 6.0 C not boxable RED AC 2969 0 6.0 A health RED AC 3157 0 8.0 A health RED AC 3349 0 8.0 C not boxable RED AC 3502 0 8.0 BLUE AG 1242 0 8.0 BLUE AG 1885 0 6.0 BLUE AG 2520 0 6.0 C not boxable RED AC 2970 0 6.0 BLUE AC 3163 0 8.0 A health RED AC 3350 0 8.0 A health RED AC 3503 0 8.0 C not boxable RED AG 1256 0 6.0 BLUE AG 1887 0 8.0 BLUE AG 2527 0 8.0 BLUE AC 2971 0 10.0 C not boxable RED AC 3165 0 8.0 A health RED AC 3352 0 8.0 A health RED AC 3504 0 10.0 A health RED AG 1271 0 6.0 C not boxable RED AG 1896 0 6.0 BLUE AG 2540 0 6.0 BLUE AC 29T3 0 10.0 C not boxable RED AC 3166 0 6.0 A health RED AC 3355 0 8.0 A health RED AC 3508 0 8.0 BLUE AG 1280 0 6.6 BLUE AG 1916 0 6.0 C not boxable RED AG 2543 0 6.0 A health RED AC 2975 0 6.0 BLUE AC 3167 0 6.0 BLUE AC 3357 0 10.0 A health RED AC 3509 0 8.0 BLUE AG 1281 0 6.0 BLUE AG 1957 0 6.0 BLUE AG 2544 0 6.0 BLUE AC 2976 0 8.0 A health RED AC 3168 0 6.0 A health RED AC 3358 0 10.0 A health RED AC 3510 0 8.0 BLUE AG 1288 0 6.0 C not boxable RED AG 1963 0 6.0 A health RED AG 2545 0 6.0 BLUE AC 2977' 0 8.0 C not boxable RED AC 3174 0 8.0 A health RED AC 3359 0 6.0 C not boxable RED AC 3511 0 6.0 BLUE AG 1297 0 8.0 BLUE AG 1965 0 6.0 C not boxable RED AG 2551 0 6.0 BLUE AC 2978 0 8.0 C not boxable RED AC 3175 0 8.0 A health RED AC 3360 0 6.0 BLUE AC 3512 0 8.0 C not boxable RED AG 1300 0 8.0 BLUE AC 2979 0 8.0 BLUE AC 3176 0 10.0 C not boxable RED AC 3362 0 8.0 BLUE AC 3513 0 6.0 BLUE AG 1311 0 6.0 BLUE AC 2980 0 8.0 A health RED AC 3177 0 8.0 A health RED AC 3367 0 8.0 C not boxable RED AC 3514 0 6.0 BLUE AG 1312 0 6.0 BLUE NATIVE PLANT PRESERVATION PLAN AC 2981 0 8.0 A health RED AC 3179 0 6.0 BLUE AC 3368 0 8.0 A health RED AC 3515 0 6.0 BLUE AG 1320 0 6.0 BLUE AC 2982' 0 8.0 BLUE AC 3180 0 10.0 C not boxable RED AC 3369 0 10.0 A health RED AC 3516 0 6.0 BLUE AG 1322 0 6.0 C not boxable RED RANCHO VISTOSO NEIGHBORHOOD 3 AC 298"', 0 6.0 BLUE AC 3181 0 10.0 A health RED AC 3370 0 10.0 C not boxable RED AC 3517 0 6.0 BLUE AG 1328 0. 6.0 C not boxable RED INNOVATION CORPORATE CENTER AC 2984. 0 6.0 BLUE AC 3182 0 8.0 A health RED AC 3371 0 8.0 A health RED AC 3518 0 8.0 BLUE AG 1331 0 6.0 A health RED AC 2985 0 6.0 BLUE AC 3183 0 8.0 C not boxable RED AC 3373 0 8.0 A health RED AC 3519 0 8.0 BLUE AG 1333 0 6.0 C not boxable RED LOTS 2 THRU 5 AND COMMON AREA 11A" AC 2988 0 8.0 BLUE AC 3184 0 8.0 A health RED AC 3375 0 8.0 A health RED AC 3520 0 8.0 BLUE AG 1337 0 6.0 C not boxable RED BEING A PORTION OF SECTION 31 AND 32, TOWNSHIP 11 SOUT NGE 14 EAST MR GILA & SALT RIVER MERIDIAN, ORO VALLEY, A C IZONA I Engineering Planning Surveying _ No. Date Ifem Scale N� 9 �a Sheet 8 The tq Landscape Architecture Urban Design - Offices located in Tucson, Phoenix, RANCHO VISTOSO NEIGHBORHOOD 3 KIATIVE PLANT PRESERVATION PLAN Job No. 18505OVW02 � 25621 W L B Flagstaff, and Las Vegas GW �. 4444 F-East Broadway INNOVATION CORPORN-TE CENTER INVENTORY SHEET Date 17 JANUARY 2007 GRU _ Group Tucson, Arizona (520) 881-7480 PRO VALLEY, ARIZONA Inc, Protect _ CS g• 0 of Sheet Title Revisions Designed By Checked By GLG N E Q. U) N ti C) 0 N ti 6 CU 0 .II ACACIA GREGGII CERCIDIUM FLORIDUM CERCIDIUM MICROPHYLLUM CELTIS PALLIDA CAT CLAVII ACACIA (AG) BLUE PALO VERDE (CF) FOOTHILL PALO VERDE (CM) DESERT HACKBERRY (CP) w w 4 J Z w w a s Z � w Q a Z 0: oc a J Z w w a J Q J J W W� _ W � O� W W� _ � � On' W W,.� _ � > OQ' U! W� = 0: Q � W W, Q Z� W W Q Z � � Q Z W o m CL Z t7 W �: O CO O W O m a Z O ,,., w O m O W O m CL Z t7 ,� W OC O m O W O 01 a Z O w 0: 0 m O W C9 m a Z = w O O t9 m a _ W > O W W ,., = a > p IX a Q m 5 �, E.. H O m J a Q =i �..: �- p �p -� a Q ra 5 H H O ioD '1 a Q �` --i F- 1= O -1 a Q - p O Co w Q J Z O -� w O o4 O W O m o. Z p w m O m p k-� Q Wu. EL O f..� Q WLL U. O }'-� Q wW U. O M.._� Q Ww LL mO H� Q u!� ~ O mO a t~� Q`�' w� ~ mp 0. �= a" W� �= O � mO -- w �v Z U = w �Ci Z U =`-' W �U Oi: w w Z U = s. _ � � Z _ Ix Z 0 _ `'. ww Ix C, Z ci = " " a: C.) AG 2558 0 6.0 BLUE CF 186 4 8.0 BLUE CM 996 6 10.0 A health RED CM 1958 4 8.0 BLUE CM 2753 6 12.0 BLUE CP 101 0 6.0 BLUE CP 1162 0 6.0 C not boxable RED AG 2561 0 6.0 BLUE CF 220 4 8.0 A health RED CM 1001 4 8.0 BLUE CM 1960 4 8.0 BLUE CM 2754 6 10.0 BLUE CP 119 0 10.0 C not boxable RED CP 1169 0 6.0 C not boxable RED AG 2562 0 6.0 C not boxable RED CF 249 6 12.0 A health RED CM 1021 4 10.0 BLUE CM 1961 8 12.0 D soil RED CM 2755 4 10.0 BLUE CP 122 0 6.0 C not boxable RED CP 1170 0 6.0 C not boxable RED AG 2563 0 6.0 C not boxable RED CF 263 4 8.0 A health RED CM 1027 6 12.0 BLUE CM 1968 4 8.0 A health RED CM 2778 14 24.0 B large/old RED CP 205 0 6.0 C not boxable RED CP 1210 0 8.0 BLUE AG 2564 0 6.0 C not boxable RED CF 285 4 8.0 BLUE CM 1028 6 12.0 BLUE CM 1970 6 12.0 BLUE CM 2794 4 8.0 BLUE CP 239 0 6.0 C not boxable RED CP 1211 0 6.0 C not boxable RED AG 2605 0 6.0 C not boxable RED CF 347 4 8.0 BLUE CM 1031 4 8.0 BLUE CM 1971 4 8.0 BLUE CM 2799 4 10.0 BLUE CP 240 0 6.0 C not boxable RED CP 1313 0 8.0 C not boxable RED AG 2647 0 6.0 C not boxable RED CF 350 4 8.0 BLUE CM 1043 6 10.0 A health RED CM 1974 4 8.0 A health RED CM 2815 4 8.0 BLUE CP 242 0 6.0 C not boxable RED CP 1323 0 8.0 BLUE AG 2669 0 6.0 C not boxable RED CF 412 4 8.0 BLUE CM 1044 8 14.0 BLUE CM 1975 4 8.0 A health RED CM 2822 4 8.0 BLUE CP 246 0 6.0 C not boxable RED CP 1324 0 8.0 BLUE AG 2670 0 8.0 BLUE CF 430 4 8.0 A health RED CM 1062 4 8.0 BLUE CM 1980 6 10.0 BLUE CM 2823 6 10.0 BLUE CP 247 0 8.0 C not boxable RED CP 1349 0 6.0 BLUE AG 2671 0 8.0 C not boxable RED CF 432 4 8.0 A health RED CM 1063 4 10.0 BLUE CM 2004 4 8.0 BLUE CM 2824 6 12.0 BLUE CP 250 0 8.0 C not boxable RED CP 1351 0 6.0 A health RED AG 2672 0 8.0 C not boxable RED CF 450 8 14.0 A health RED CM 1119 6 12.0 BLUE CM 2020 4 8.0 BLUE CM 2826 6 10.0 BLUE CP 251 0 8.0 C not boxable RED CP 1365 0 6.0 BLUE AG 2677 0 8.0 BLUE CF 578 6 12.0 A health RED CM 1126 4 8.0 BLUE CM 2021 4 10.0 BLUE CM 2827 4 8.0 BLUE CP 252 0 6.0 C not boxable RED CP 1370 0 6.0 C not boxable RED AG 2680 0 8.0 BLUE CF 586 4 10.0 BLUE CM 1132 8 12.0 BLUE CM 2022 6 12.0 BLUE CM 2830 4 8.0 BLUE CP 267 0 6.0 A health RED CP 1377 0 6.0 C not boxable RED AG 2681 0 8.0 C not boxable RED CF 609 4 6.0 BLUE CM 1133 4 10.0 G poor form RED CM 2023 8 12.0 BLUE CM 2837 4 8.0 BLUE CP 269 0 6.0 A health RED CP 1390 0 8.0 BLUE AG 2686 0 8.0 C not boxable RED CF 658 6 14.0 A health RED CM 1138 4 10.0 BLUE CM 2024 4 6.0 BLUE CM 2838 4 8.0 BLUE CP 283 0 6.0 BLUE CP 1393 0 10.0 C not boxable RED AG 2689 0 8.0 C not boxable RED CF 683 6 10.0 A health RED CM 1172 16 22.0 A health RED CM 2026 4 6.0 BLUE CM 2860 6 10.0 BLUE CP 284 0 6.0 BLUE CP 1397 0 6.0 BLUE AG 2695 0 8.0 BLUE CF 731 4 6.0 BLUE CM 1174 4 10.0 BLUE CM 2027 8 10.0 A health RED CM 2860 6 10.0 BLUE CP 294 0 8.0 C not boxable RED CP 1399 0 10.0 C not boxable RED AG 2699 0 6.0 C not boxable RED CF 784 4 8.0 BLUE CM 1182 4 12.0 BLUE CM 2030 4 8.0 BLUE CM 2879 4 10.0 BLUE CP 304 0 8.0 BLUE CP 1410 0 6.0 BLUE AG 2701 0 6.0 C not boxable RED CF 1136 6 12.0 A health RED CM 1183 6 12.0 BLUE CM 2031 4 8.0 BLUE CM 2883 4 10.0 BLUE CP 344 0 8.0 C not boxable RED CP 1418 0 8.0 C not boxable RED AG 2704 0 6.0 C not boxable RED CF 1144 6 12.0 A health RED CM 1187 8 14.0 BLUE CM 2035 4 10.0 BLUE CM 2886 4 10.0 G poor form RED CP 345 0 8.0 C not boxable RED CP 1421 0 6.0 BLUE AG 2706 0 6.0 C not boxable RED CF 1148 4 8.0 BLUE CM 1221 4 8.0 BLUE CM 2036 4 10.0 BLUE CM 2887 4 10.0 G poor form RED CP 364 0 8.0 A health RED CP 1424 0 6.0 BLUE AG 2708 0 6.0 C not boxable RED CF 1160 4 10.0 BLUE CM 1246 6 12.0 BLUE CM 2047 8 12.0 A health RED CM 2911 6 12.0 BLUE CP 393 0 8.0 BLUE CP 1425 0 6.0 BLUE AG 2710 0 8.0 C not boxable RED CF 1239 4 10.0 A health RED CM 1263 6 10.0 BLUE CM 2053 4 10.0 BLUE CM 2926 8 12.0 BLUE CP 396 0 6.0 C not boxable RED CP 1430 0 10.0 F adjacent plant RED AG 2715 0 8.0 C not boxable RED CF 1245 4 6.0 BLUE CM 1268 4 8.0 BLUE CM 2054 6 12.0 BLUE CM 2927 4 8.0 BLUE CP 440 0 8.0 BLUE CP 1436 0 8.0 C not boxable RED AG 2717 0 8.0 C not boxable RED CF 1277 4 6.0 BLUE CM 1285 4 8.0 BLUE CM 2058 4 8.0 BLUE CM 2929 4 10.0 BLUE CP 447 0 8.0 C not boxable RED CP 1462 0 8.0 BLUE AG 2719 0 8.0 C not boxable RED CF 1336 8 12.0 BLUE CM 1289 6 12.0 BLUE CM 2059 6 12.0 BLUE CM 2950 10 14.0 C not boxable RED CP 469 0 6.0 BLUE CP 1471 0 10.0 C not boxable RED AG 2724 0 8.0 BLUE CF 1342 6 10.0 BLUE CM 1327 6 12.0 BLUE CM 2060 12 14.0 C not boxable RED CM 2956 4 10.0 BLUE CP 475 0 6.0 BLUE CP 1472 0 10.0 C not boxable RED AG 2728 0 8.0 C not boxable RED CF 1346 4 6.0 BLUE CM 1330 4 8.0 BLUE CM 2063 12 14.0 A health RED CM 2957 4 10.0 BLUE CP 478 0 8.0 BLUE CP 1473 0 8.0 C not boxable RED AG 2731 0 8.0 BLUE CF 1411 8 12.0 A health RED CM 1350 4 10.0 BLUE CM 2064 6 12.0 C not boxable RED CM 2960 10 12.0 C not boxable RED CP 510 0 6.0 BLUE CP 1474 0 6.0 C not boxable RED AG 2733 0 8.0 C not boxable RED CF 1429 8 12.0 A health RED CM 1355 4 66.0 BLUE CM 2065 8 14.0 C not boxable RED CM 2974 4 8.0 BLUE CP 511 0 6.0 BLUE CP 1496 0 10.0 C not boxable RED AG 2735 0 8.0 BLUE CF 1487 6 10.0 A health RED CM 1360 12 16.0 C not boxable RED CM 2068 10 14.0 C not boxable RED CM 2986 4 8.0 BLUE CP 518 0 6.0 BLUE CP 1497 0 8.0 C not boxable RED AG 2738 0 8.0 BLUE CF 1520 6 10.0 A health RED CM 1361 8 12.0 C not boxable RED CM 2069 10 14.0 A health RED CM 3005 10 14.0 A health RED CP 542 0 8.0 BLUE CP 1499 0 8.0 C not boxable RED AG 2740 0 8.0 A health RED CF 1553 4 6.0 BLUE CM 1362 6 10.0 BLUE CM 2070 8 12.0 A health RED CM 3016 10 12.0 A health RED CP 551 0 8.0 C not boxable RED CP 1515 0 8.0 BLUE AG 2752 0 6.0 C not boxable RED CF 1656 4 10.0 BLUE CM 1363 10 16.0 BLUE CM 2071 4 8.0 A health RED CM 3026 4 10.0 BLUE CP 583 0 6.0 BLUE CP 1517 0 10.0 C not boxable RED AG 2758 0 6.0 C not boxable RED CF 1677 6 12.0 BLUE CM 1364 8 10.0 BLUE CM 2093 4 8.0 BLUE CM 3027 4 10.0 BLUE CP 588 0 6.0 C not boxable RED CP 1518 0 8.0 C not boxable RED AG 2761 0 8.0 BLUE CF 1794 6 12.0 A health RED CM 1366 6 12..0 A health RED CM 2100 4 8.0 BLUE CM 3033 10 12.0 A health RED CP 604 0 6.0 C not boxable RED CP 1519 0 8.0 BLUE AG 2764 0 6.0 BLUE CF 1841 4 10.0 BLUE CM 1376 6 12.0 A health RED CM 2105 10 14.0 A health RED CM 3034 4 8.0 BLUE CP 606 0 6.0 C not boxable RED CP 1534 0 8.0 C not boxable RED AG 2765 0 6.0 BLUE CF 1855 8 10.0 A health RED CM 1448 6 10.0 C not boxable RED CM 2106 6 12.0 A health RED CM 3037 6 12.0 BLUE CP 608 0 8.0 BLUE CP 1537 0 6.0 C not boxable RED AG 2766 0 8.0 BLUE CF 1888 4 10.0 F adjacent plant RED CM 1450 6 10.0 BLUE CM 2110 8 12.0 A health RED CM 3043 4 8.0 BLUE CP 612 0 8.0 BLUE CP 1538 0 6.0 C not boxable RED AG 2773 0 8.0 BLUE CF 2307 4 10.0 BLUE CM 1457 6 10.0 BLUE CM 2111 10 12.0 C not boxable RED CM 3046 8 12.0 A health RED CP 613 0 6.0 BLUE CP 1569 0 8.0 BLUE AG 2779 0 6.0 C not boxable RED CF 2308 4 10.0 A health RED CM 1478 6 10.0 BLUE CM 2114 10 12.0 A health RED CM 3049 6 10.0 A health RED CP 615 0 10.0 C not boxable RED CP 1570 0 8.0 C not boxable RED AG 2781 0 6.0 C not boxable RED CF 2342 4 10.0 A health RED CM 1492 4 10.0 BLUE CM 2116 4 8.0 BLUE CM 3055 4 8.0 A health RED CP 616 0 10.0 C not boxable RED CP 1571 0 8.0 C not boxable RED AG 2783 0 6.0 BLUE CF 2560 6 10.0 A health RED CM 1544 6 12.0 BLUE CM 2133 4 6.0 A health RED CM 3071 6 10.0 D soil RED CP 617 0 10.0 C not boxable RED CP 1575 0 8.0 C not boxable RED AG 2804 0 8.0 BLUE CF 2651 6 10.0 A health RED CM 1590 6 12.0 BLUE CM 2178 8 12.0 BLUE CM 3087 8 12.0 BLUE CP 623 0 8.0 C not boxable RED CP 1576 0 8.0 C not boxable RED AG 2819 0 8.0 BLUE CF 2676 6 12.0 A health RED CM 1596 10 16.0 C not boxable RED CM 2192 6 10.0 ` BLUE CM 3089 4 10.0 A health RED CP 626 0 6.0 BLUE CP 1578 0 8.0 C not boxable RED AG 2822 0 6.0 BLUE CF 2683 4 8.0 A health RED CM 1616 4 10.0 BLUE CM 2197 6 10.0 C not boxable RED CM 3099 4 10.0 BLUE CP 627 0 6.0 BLUE CP 1579 0 10.0 BLUE AG 2829 0 6.0 BLUE CF 2940 4 8.0 BLUE CM 1622 10 14.0 C not boxable RED CM 2210 8 12.0 C not boxable RED CM 3111 4 8.0 BLUE CP 645 0 6.0 BLUE CP 1584 0 10.0 BLUE AG 2840 0 6.0 C not boxable RED CF 3384 4 8.0 BLUE CM 1625 4 6.0 BLUE CM 2211 8 12.0 A health RED CM 3112 4 8.0 BLUE CP 648 0 6.0 BLUE CP 1587 0 10.0 BLUE AG 2841 0 8.0 A health RED CF 3505 4 8.0 BLUE CM 1642 8 14.0 A health RED CM 2214 6 10.0 BLUE CM 3120 8 10.0 A health RED CP 688 0 6.0 BLUE CP 1593 0 10.0 BLUE AG 2842 0 6.0 BLUE CM 1643 4 8.0 BLUE CM 2216 8 14.0 A health RED CM 3121 8 10.0 A health RED CP 698 0 10.0 F adjacent plant RED CP 1594 0 10.0 BLUE AG 2852 0 6.0 F adjacent plant RED CERCIDIUM MICROPHYLLUM CM 1644 4 8.0 BLUE CM 2217 8 14.0 A health RED CM 3122 4 10.0 BLUE CP 765 0 6.0 C not boxable RED CP 1595 0 8.0 BLUE AG 2857 0 6.0 BLUE FOOTHILL PALO VERDE (CM) CM 1655 10 14.0 A health RED CM 2218 6 14.0 A health RED CM 3127 6 10.0 BLUE CP 778 0 6.0 C not boxable RED CP 1605 0 6.0 BLUE AG 2858 0 8.0 BLUE CM 33 4 6.0 BLUE CM 1664 6 10.0 BLUE CM 2220 6 14.0 A health RED CM 3131 6 10.0 BLUE CP 779 0 6.0 C not boxable RED CP 1606 0 8.0 BLUE AG 2870 0 6.0 BLUE CM 37 8 12.0 BLUE CM 1678 4 8.0 BLUE CM 2222 4 10.0 BLUE CM 3133 6 10.0 A health RED CP 780 0 6.0 C not boxable RED CP 1617 0 6.0 A health RED AG 2871 0 6.0 BLUE CM 49 4 10.0 BLUE CM 1680 6 10.0 BLUE CM 2235 4 10.0 A health RED CM 3134 10 14.0 C not boxable RED CP 798 0 6.0 C not boxable RED CP 1630 0 6.0 BLUE AG 2878 0 6.0 BLUE CM 156 4 8.0 BLUE CM 1682 4 10.0 BLUE CM 2238 6 10.0 A health RED CM 3136 4 8.0 BLUE CP 799 0 6.0 C not boxable RED CP 1637 0 8.0 C not boxable RED AG 2881 0 6.0 BLUE CM 170 6 12.0 A health RED CM 1687 4 6.0 BLUE CM 2241 4 8.0 BLUE CM 3142 4 8.0 A health RED CP 800 0 6.0 BLUE CP 1670 0 8.0 C not boxable RED AG 2889 0 6.0 BLUE CM 190 4 8.0 BLUE CM 1688 4 8.0 BLUE CM 2242 4 8.0 BLUE CM 3144 6 10.0 A health RED CP 801 0 6.0 C not boxable RED CP 1673 0 8.0 C not boxable RED AG 2945 0 6.0 BLUE CM 230 4 8.0 BLUE CM 1689 4 10.0 BLUE CM 2243 8 12.0 A health RED CM 3161 6 10.0 A health RED CP 803 0 6.0 BLUE CP 1683 0 6.0 C not boxable RED AG 2949 0 6.0 BLUE CM 308 4 10.0 BLUE CM 1694 4 8.0 BLUE CM 2247 8 14.0 A health RED CM 3173 6 10.0 C not boxable RED CP 806 0 8.0 C not boxable RED CP 1690 0 8.0 BLUE AG 2972 0 6.0 A health RED CM 377 4 6.0 BLUE CM 1695 8 10.0 A health RED CM 2251 4 10.0 BLUE CM 3209 4 8.0 BLUE CP 807 0 8.0 C not boxable RED CP 1701 0 8.0 BLUE AG 3002 0 8.0 BLUE CM 378 4 6.0 BLUE CM 1703 12 14.0 A health RED CM 2275 8 12.0 A health RED CM 3246 6 12.0 BLUE CP 808 0 8.0 C not boxable RED CP 1702 0 6.0 BLUE AG 3011 0 6.0 C not boxable RED CM 391 8 12.0 BLUE CM 1707 12 14.0 A health RED CM 2279 4 10.0 BLUE CM 3252 6 10.0 A health RED CP 839 0 6.0 C not boxable RED CP 1706 0 6.0 C not boxable RED AG 3012 0 6.0 A health RED CM 413 4 6.0 BLUE CM 1712 4 8.0 BLUE CM 2280 8 12.0 C not boxable RED CM 3259 4 10.0 BLUE CP 840 0 6.0 BLUE CP 1714 0 6.0 BLUE AG 3013 0 8.0 BLUE CM 452 4 6.0 BLUE CM 1718 4 8.0 BLUE CM 2288 8 12.0 C not boxable RED CM 3261 4 12.0 BLUE CP 841 0 6.0 BLUE CP 1715 0 6.0 BLUE AG 3019 0 6.0 BLUE CM 456 4 8.0 BLUE CM 1719 4 8.0 BLUE CM 2293 4 10.0 BLUE CM 3268 6 12.0 BLUE CP 861 0 6.0 BLUE CP 1716 0 8.0 BLUE AG 3023 0 6.0 A health RED CM 484 6 12.0 C not boxable RED CM 1721 4 6.0 BLUE CM 2333 6 12.0 BLUE CM 3271 6 10.0 C not boxable RED CP 941 0 8.0 C not boxable RED CP 1724 0 8.0 BLUE AG 3025 0 6.0 BLUE CM 524 4 6.0 BLUE CM 1728 4 6.0 BLUE CM 2344 6 12.0 C not boxable RED CM 3273 10 14.0 C not boxable RED CP 942 0 8.0 C not boxable RED CP 1750 0 6.0 C not boxable RED AG 3031 0 6.0 A health RED CM 527 6 10.0 BLUE CM 1730 6 12.0 BLUE CM 2371 4 8.0 BLUE CM 3276 10 12.0 C not boxable RED CP 952 0 6.0 BLUE CP 1751 0 6.0 C not boxable RED AG 3051 0 6.0 BLUE CM 582 6 12.0 BLUE CM 1732 10 14.0 A health RED CM 2382 6 12.0 BLUE CM 3283 4 10.0 BLUE CP 954 0 6.0 BLUE CP 1755 0 8.0 BLUE AG 3066 0 6.0 A health RED CM 597 6 12.0 BLUE CM 1736 12 14.0 A health RED CM 2383 6 12.0 BLUE CM 3284 6 12.0 D soil RED CP 962 0 6.0 BLUE CP 1777 0 8.0 C not boxable RED AG 3079 0 6.0 BLUE CM 628 4 10.0 BLUE CM 1739 4 8.0 BLUE CM 2388 8 12.0 C not boxable RED CM 3294 4 10.0 BLUE CP 964 0 6.0 C not boxable RED CP 1785 0 8.0 BLUE AG 3094 0 6.0 BLUE CM 637 4 8.0 BLUE CM 1742 6 10.0 BLUE CM 2390 6 10.0 BLUE CM 3295 4 8.0 BLUE CP 966 0 6.0 C not boxable RED CP 1786 0 6.0 A health RED AG 3125 0 6.0 BLUE CM 638 4 8.0 BLUE CM 1743 4 8.0 BLUE CM 2392 6 10.0 BLUE CM 3299 4 10.0 A hieaith RED CP 969 0 6.0 BLUE CP 1788 0 6.0 A health RED" AG 3135 0 6.0 BLUE CM 656 6 10.0 BLUE CM 1754 4 6.0 BLUE CM 2393 6 10.0 BLUE CM 3303 10 12.0 C not boxable RED CP 973 0 6.0 BLUE CP 1789 0 6.0 BLUE - AG 3143 0 6.0 C not boxable RED CM 657 4 8.0 BLUE CM 1771 4 6.0 BLUE CM 2400 4 8.0 BLUE CM 3305 6 10.0 BLUE CP 980 0 8.0 C not boxable RED CP 1791 0 6.0 BLUE AG 3162 0 6.0 C not boxable RED CM 660 4 6.0 BLUE CM 1779 6 10.0 BLUE CM 2401 4 _10.0 C not boxable RED CM 3307 4 10.0 BLUE CP 981 0 8.0 C not boxable RED CP 1801 0 6.0 BLUE AG 3202 0 6.0 C not boxable RED CM 665 4 6.0 BLUE CM 1805 6 10.0 BLUE CM 2418 4 10.0 C not boxable RED CM 3322 4 10.0 BLUE CP 983 0 8.0 C not boxable RED CP 1809 0 6.0 A health RED AG 3269 0 6.0 BLUE CM 666 10 14.0 C not boxable RED CM 1842 4 6.0 BLUE CM 2421 4 10.0 -A health RED CM 3328 4 10.0 BLUE CP 1015 0 8.0 C not boxable RED CP 1814 0 8.0 C not boxable RED AG 3277 0 6.0 BLUE CM 668 4 8.0 BLUE CM 1862 8 12.0 A health RED CM 2422 8 12.0 A health RED CM 3338 4 6.0 BLUE CP 1016 0 6.0 BLUE CP 1820 0 6.0 BLUE AG 3278 0 6.0 BLUE CM 669 4 8.0 BLUE CM 1863 10 14.0 A health RED CM 2441 12 14.0 A health RED CM 3347 6 10.0 BLUE CP 1034 0 6.0 BLUE CP 1825 0 8.0 C not boxable RED AG 3291 0 6.0 G aoor form RED CM 679 4 8.0 BLUE CM 1869 8 12.0 BLUE CM 2443 10 14.0 A health RED CM 3356 4 10.0 BLUE CP 1053 0 6.0 C not boxable RED CP 1844 0 8.0 C not boxable RED AG 3293 0 6.0 BLUE CM 743 4 8.0 BLUE CM 1904 4 6.0 BLUE CM 2517 4 8.0 A health RED CM 3365 4 10.0 BLUE CP 1061 0 8.0 C not boxable RED CP 1854 0 6.0 BLUE AG 3300 0 6.0 BLUE CM 768 4 8.0 BLUE CM 1909 4 6.0 BLUE CM 2552 4 6.0 BLUE CM 3366 4 10.0 BLUE CP 1064 0 6.0 BLUE CP 1858 0 6.0 C not boxable RED AG 3329 0 6.0 BLUE CM 828 6 14.0 BLUE CM 1910 6 10.0 BLUE CM 2553 4 8.0 BLUE CM 3374 6 12.0 A health RED CP 1066 0 6.0 BLUE CP 1867 0 6.0 C not boxable RED AG 3409 0 6.0 F adjacent plant RED CM 837 8 14.0 A health RED CM 1911 4 8.0 BLUE CM 2576 4 10.0 BLUE CM 3394 8 12.0 C not boxable RED CP 1067 0 6.0 BLUE CP 1868 0 6.0 C not boxable RED AG 3456 0 6.0 BLUE CM 842 4 8.0 BLUE CM 1914 4 8.0 BLUE CM 2601 4 10.0 BLUE CM 3397 4 10.0 F adjacent plant RED CP 1068 0 6.0 C not boxable RED CP 1872 0 8.0 C not boxable RED AG 3457 0 6.0 G poor form RED P CM 869 4 8.0 BLUE CM 1915 4 8.0 BLUE CM 2625 4 8.0 BLUE CM 3420 6 10.0 BLUE CP 1069 0 6.0 .BLUE CP 1873 0 8.0 C not boxable RED AG 3472 0 6.0 BLUE CM 900 4 8.0 BLUE CM 1919 4 8.0 BLUE CM 2627 4 10.0 BLUE CM 3426 6 10.0 BLUE CP 1070 0 8.0 BLUE CP 1874 0 8.0 C not boxable RED AG 3473 0 6.0 BLUE CM 902 6 12.0 C not boxable RED CM 1920 4 8.0 BLUE CM 2632 4 10.0 BLUE CM 3428 8 12.0 A health RED CP 1072 0 6.0 BLUE CP 1875 0 6.0 BLUE AG 3541 0 12.0 BLUE CM 905 4 8.0 BLUE CM 1921 6 10.0 BLUE CM 2635 4 10.0 BLUE CM 3482 6 10.0 BLUE CP 1076 0 6.0 C not boxable RED CP 1876 0 6.0 BLUE CM 910 4 10.0 BLUE CM 1925 8 12.0 A health RED CM 2637 6 12.0 BLUE CP 1077 0 6.0 C not boxable RED CP 1880 0 6.0 C not boxable RED CERCIDIUM FLORIDUM CM 920 4 10.0 BLUE CM 1933 12 14.0 A health RED CM 2639 6 12.0 BLUE CELTIS PALLIDA CP 1078 0 6.0 C not boxable RED CP 1884 0 6.0 C not boxable RED BLUE PALED VERDE (CF) CM 933 4 8.0 BLUE CM 1938 6 10.0 BLUE CM 2640 6 12.0 BLUE DESERT HACKBERRY (CP) CP 1152 0 6.0 C not boxable RED CP 1889 0 6.0 C not boxable RED ce it Q J CM 935 4 8.0 BLUE CM 1939 8 12.0 BLUE CM 2663 4 8.0 BLUE Q J CP 1161 0 6.0 C not boxable RED CP 1890 0 6.0 BLUE O m a Z = w > O p CM 936 4 8.0 A health RED CM 1942 8 12.0 G poor form RED CM 2673 4 8.0 D soil RED w w = oC > p a Q E J O O m J CM 956 4 8.0 BLUE CM 1944 10 14.0 A health RED CM 2674 6 10.0 BLUE a 0 Ca �? 0 H p� m �Z v _� v a w �v CM 971 6 12.0 C not boxable RED CM 1946 6 12.0 BLUE CM 2693 4 10.0 BLUE Q W U. w �v NATIVE PLANT PRESERVATION PLAN CM 972 6 12.0 C not boxable RED CM 1947 8 12.0 C not boxable RED CM 2696 4 10.0 D soil RED Z V = v CF 19 6 12.0 BLUE CM 974 6 12.0 A health RED CM 1948 8 10.0 A health RED CM 2697 4 10.0 BLUE CP 12 0 8.0 C not boxable RED RANCHO VISTOSO NEIGHBORHOOD 3 CF 68 4 10.0 BLUE CM 975 8 12.0 A health RED CM 1950 12 16.0 A health RED CM 2722 4 12.0 BLUE CP 15 0 8.0 BLUE INNOVATION CORPORATE CENTER CF 84 4 8.0 BLUE CM 976 8 12.0 A health RED CM 1951 10 14.0 A health RED CM 2729 8 14.0 A health RED CP 28 0 8.0 C not boxable RED CF 118 4 10.0 BLUE CM 978 6 10.0 A health RED CM 1953 10 10.0 A health RED CM 2736 6 12.0 BLUE CP 53 0 6.0 C not boxable RED LOTS 2 THRU 5 AND COMMON AREA „A" CF 150 4 6.0 BLUE CM 984 8 14.0 C not boxable RED CM 1955 4 8.0 BLUE CM 2741 8 14.0 C not boxable RED CP 81 0 6.0 C not boxable RED BEING A PORTION OF SECTION 31 AND 32, TOWNSHIP 11 SOUTH, RANGE 14 EAST GILA & SALT RIVER MERIDIAN, ORO VALLEY, Ph4A C U RIZONA No. Date item Scale N A �q`�' y'i¢ q, Sheet 9 The l Engineering Planning Surveying Landscape Architecture Urban Design RANCHO V I STOSO NEIGHBORHOOD I G H BOA �LOO D VVLB Offices located in Tucson, Phoenix, NATIVE PLANT PRESERVATION PLAN Flagstaff, and Las Vegas Job No. 185050V__W02 � 25621 GARY L INNOVATION CORPORATE CENTER UNVENTORY SHEEP Date 17 JANUARY 2007 GRIZZLE • 4444 East Broadway � � of 1 O Group Tucson, Arizona (520) 881-74$O ORO VALLEY, ARIZONA �s y �,� 1r� Project - _ SheetTNe Revisions Checked By GLG 8• E a to 77 CV t; 0 0 CV r. r -i; m 0 3 v a Cz 0. Mi CV N 0 C 0 to C) LO CIO n .s N 0 0 a a Q. M rn Z `o C� U) _i w l- w w I n0. O Z O z Z Ch O m w O U) O O U Z �41 CELTIS PALLIDA DESERT H:ACKBERRY (CP) w w a a Z fe 0. Q� t- =iz wI- w H O 2 is J mO Z V _ `r' U w Q U CP 1893 0 8.0 C not boxable RED CP 1897 0 8.0 C not boxable RED CP 1897 0 8.0 C not boxable RED CP 1899 0 8.0 C not boxable RED CP 1903 0 8.0 C not boxable RED CP 1922 0 8.0 BLUE CP 1928 0 6.0 BLUE CP 1934 0 6.0 BLUE CP 1941 0 8.0 C not boxable RED CP 1943 0 6.0 C not boxable RED CP 1962 0 6.0 D soil RED CP 1964 0 6.0 D soil RED CP 1982 0 8.0 BLUE CP 1983 0 8.0 A health RED CP 1986 0 8.0 A health RED CP 1996 0 8.0 A health RED CP 2016 0 8.0 BLUE CP 2029 0 8.0 C not boxable RED CP 2038 0 8.0 C not boxable RED CP 2042 0 8.0 C not boxable RED CP 2043 0 8.0 C not boxable RED CP 2048 0 8.0 C not boxable RED, CP_ 2049 0 8.0 C not boxable RED CP 2050 0 8.0 C not boxable RED CP 2052 0 8.0 BLUE CP 2057 0 8.0 A health RED CP 2061 0 8.0 A health RED CP 2062 0 8.0 A health RED CP 2066 0 8.0 A health RED CP 2086 0 8.0 A health RED CP 2095 0 8.0 C not boxable RED CP 2097 0 8.0 BLUE CP 2107 0 8.0 D soil RED CP 2113 0 6.0 BLUE CP 2117 0 8.0 BLUE CP 2118 0 8.0 A health RED CP 2119 0 8.0 A health RED CP 2123 0 8.0 C not boxable RED CP 2124 0 8.0 A health RED CP 2130 0 8.0 C not boxable RED CP 2137 0 8.0 C not boxable RED CP 2138 0 8.0 BLUE CP 2142 0 8.0 BLUE CP 2143 0 8.0 BLUE CP 2145 0 6.0 BLUE CP 2147 0 6.0 C not boxable RED CP 2148 8 6.0 A health RED CP 2149 8.0 C not boxable RED CP 2150 0 8.0 C not boxable RED CP 2151 0 8.0 C not boxable RED CP 2152 0 8.0 C not boxable RED CP 2155 0 6.0 C not boxable RED CP 2156 0 6.0 C not boxable RED CP 2170 0 6.0 C not boxable RED CP 2173 0 6.0 C not boxable RED CP 2181 0 8.0 C not boxable RED CP 2182 0 8.0 C not boxable RED CP 2184 0 8.0 C not boxable RED CP 2185 0 8.0 C not boxable RED CP 2186 0 8.0 BLUE CP 2189 0 8.0 C not boxable RED CP 2190 0 8.0 C not boxable RED CP 2191 0 8.0 C not boxable RED CP 2195 0 6.0 BLUE CP 2198 0 6.0 C not boxable RED CP 2203 0 6.0 BLUE CP 2208 0 8.0 C not boxable RED CP 2234 0 8.0 BLUE CP 2236 0 8.0 C not boxable RED CP 2245 0 8.0 C not boxable RED CP 2246 0 8.0 C not boxable RED CP 2249 0 8.0 C not boxable RED CP 2250 0 8.0 C not boxable RED CP 2252 0 8.0 C not boxable RED CP 2254 0 8.0 C not boxable RED CP 2263 0 8.0 F adjacent plant RED CP 2269 0 8.0 C not boxable RED CP 2278 0 8.0 C not boxable RED CP 2281 0 8.0 C not boxable RED CP 2282 0 8.0 C not boxable RED CP 2283 0 8.0 C not boxable RED CP 2284 0 8.0 D soil RED CP 2290 0 8.0 BLUE CP 2328 0 6.0 RED CP 2334 0 6.0 C not boxable RED CP 2346 0 6.0 C not boxable RED CP 2350 0 6.0 BLUE CP 2358 0 6.0 C not boxable RED CP 2389 0 6.0 C not boxable RED CP 2391 0 6.0 BLUE CP 2402 0 6.0 A health RED CP 2403 0 8.0 C not boxable RED CP 2406 0 8.0 C not boxable RED CP 2407 0 8.0 C not boxable RED CP 2419 0 8.0 C not boxable RED CP 2445 0 8.0 C not boxable RED CP 2448 0 8.0 BLUE CP 2455 0 8.0 C not boxable RED CP 2461 0 8.0 BLUE CP 2468 0 6.0 BLUE CP 2472 0 6.0 BLUE CP 2473 0 6.0 C not boxable RED CP 2483 0 8.0 BLUE CP 2493 0 6.0 C not boxable RED FEROCACTUS WISLIZENII PROSOPIS VELUTINA FISH-HOOK BARREL (FW) VELVET MESQUITE (PV) w w a � ac w a � � t? m a _ > O 0 w w = p� > ZO tr uJ w _ '� Z 0 w W w Q Z O C� m w = Q > p w lX Q `� % w O 0 m a w� O 0 03 a w aC � 0 O t7 m a '� = a= > O -, � � W w Q z w Q .ri Z L� E... 0 0 m -� 0. Q �, Z 2� UJ 0 0 m � a Q � Z C? },,, O O 00 m ..� w Q� � Z t7 O m ,� w z p w o; O m 0 w t9 m a z =� w a; � 0 0 HZ U-- =v V w tYV HZ U`" =y U U. UJ �V ~;' Vv _� V �' w oCV a ~� Q~ wv � w m0 }n'. �� Q.�' W� I_' oCtp o- �� --�c Ot~ H O 0� m-i � Z U = V w GC U V LU w V Z V = `. IL wCr. fY 0 CP 2502 0 6.0 C not boxable RED CP 3132 0 10.0 C not boxable RED FW 1025 0 1.0 BLUE FW 2987 0 1.0 BLUE PV 539 6 12.0 A health RED PV 3154 4 10.0 BLUE CP 2503 0 6.0 C not boxable RED CP 3152 0 6.0 C not boxable RED FW 1030 0 1.0 BLUE FW 3020 0 1.0 BLUE PV 541 6 12.0 A health RED PV 3171 4 10.0 A health RED CP 2504 0 6.0 C not boxable RED CP 3153 0 6.0 BLUE FW 1047 0 1.0 BLUE FW 3030 0 1.0 BLUE PV 548 6 12.0 A health RED PV 3189 10 10.0 A health RED CP 2505 0 6.0 C not boxable RED CP 3155 0 6.0 C not boxable RED FW 1100 0 3.0 BLUE FW 3060 0 3.0 BLUE PV 589 6 12.0 A health RED PV 3192 8 10.0 A health RED CP 2507 0 6.0 C not boxable RED CP 3156 0 6.0 C not boxable RED FW 1107 0 1.0 BLUE FW 3117 0 2.0 BLUE PV 596 6 10.0 BLUE PV 3196 4 8.0 A health RED CP 2509 0 6.0 C not boxable RED CP 3158 0 6.0 C not boxable RED FW 1111 0 1.0 BLUE FW 3119 0 1.0 BLUE PV 599 6 12.0 A health RED PV 3197 8 14.0 A health RED CP 2513 0 6.0 C not boxable RED CP 3159 0 6.0 A health RED FW 1127 0 1.0 BLUE FW 3178 0 1.0 BLUE PV 599 6 12.0 A health RED PV 3199 6 8.0 A health RED CP 2514 0 6.0 C not boxable RED CP 3160 0 8.0 C not boxable RED FW 1143 0 1.0 BLUE FW 3200 0 3.0 BLUE PV 603 4 10.0 BLUE PV 3222 8 10.0 A health RED CP 2516 0 6.0 C not boxable RED CP 3164 0 6.0 C not boxable RED FW 1146 0 1.0 BLUE FIN 3221 0 1.0 BLUE PV 622 4 12.0 A health RED PV 3225 10 14.0 A health RED CP 2518 0 6.0 C not boxable RED CP 3169 0 6.0 A health RED FW 1147 0 1.0 BLUE FW 3232 0 6.0 BLUE PV 629 6 12.0 BLUE PV 3227 8 10.0 A health RED CP 2519 0 6.0 C not boxable RED CP 3170 0 6.0 A health RED FW 1150 0 1.0 BLUE FW 3315 0 1.0 BLUE PV 671 8 12.0 BLUE PV 3234 6 10.0 A health RED CP 2536 0 6.0 C not boxable RED CP 3172 0 6.0 A health RED FW 1157 0 2.0 BLUE FW 3333 0 2.0 BLUE PV 684 6 10.0 A health RED PV 3256 6 10.0 BLUE CP 2546 0 6.0 C not boxable RED CP 3193 0 6.0 A health RED FW 1181 0 1.0 BLUE FW 3353 0 1.0 BLUE PV 687 8 12.0 A health RED PV 3260 4 10.0 A health RED CP 2550 0 6.0 BLUE CP 3194 0 6.0 A health RED FW 1186 0 1.0 BLUE FW 3361 0 2.0 BLUE PV 689 4 10.0 C not boxable RED PV 3282 6 10.0 A health RED CP 2565 0 6.0 C not boxable RED CP 3195 0 8.0 A health RED FW 1192 0 1.0 BLUE FW 3363 0 1.0 BLUE PV 690 4 10.0 A health RED PV 3317 4 8.0 BLUE CP 2566 0 6.0 C not boxable RED CP 3201 0 8.0 A health RED FW 1196 0 1.0 BLUE FW 3364 0 1.0 BLUE PV 696 4 8.0 BLUE PV 3319 8 10.0 A health RED CP 2567 0 6.0 BLUE CP 3204 0 8.0 A health RED FW 1212 0 1.0 BLUE FW 3400 0 1.0 BLUE PV 697 6 12.0 RED PV 3330 8 10.0 A health RED CP 2577 0 6.0 C not boxable RED CP 3244 0 6.0 A health RED FW 1213 0 1.0 BLUE FW 3402 0 1.0 BLUE PV 749 8 12.0 A health RED PV 3331 4 8.0 BLUE CP 2578 0 6.0 C not boxable RED CP 3245 0 6.0 A health RED FW 1219 0 1.0 BLUE FW 3427 0 2.0 BLUE PV 752 6 10.0 A health RED PV 3372 6 10.0 A health RED CP 2581 0 6.0 C not boxable RED CP 3251 0 6.0 A health RED FW 1220 0 1.0 BLUE FW 3434 0 1.0 BLUE PV 753 8 10.0 A health RED PV 3497 8 10.0 A health RED CP 2582 0 6.0 C not boxable RED CP 3262 0 6.0 C not boxable RED FW 1238 0 1.0 BLUE FW 3435 0 1.0 BLUE PV 763 8 10.0 C not boxable RED PV 3507 8 10.0 BLUE CP 2583 0 6.0 C not boxable RED CP 3263 0 8.0 C not boxable RED FW 1249 0 1.0 BLUE FW 3450 0 1.0 BLUE PV 764 8 10.0 C not boxable RED PV 3508 8 10.0 C not boxable RED CP 2586 _0 6.0 C not boxable RED CP 3264 0 8.0 C not boxable RED FW 1253 0 1.0 BLUE FW 3477 0 1.0 BLUE PV 767 6 10.0 BLUE PV 3524 8 10.0 BLUE CP 2587 0 6.0 C not boxable RED CP 3275 0 6.0 BLUE FW 1257 0 1.0 BLUE FW 3478 0 1.0 BLUE PV 772 6 10.0 BLUE PV 3538 4 8.0 BLUE CP 2588 0 6.0 C not boxable RED CP 3279 0 8.0 BLUE FW 1265 0 3.0 BLUE FW 3483 0 1.0 BLUE PV 773 6 10.0 BLUE PV 3542 4 8.0 BLUE CP 2589 0 6.0 C not boxable RED CP 3280 0 6.0 C not boxable RED FW 1266 0 1.0 BLUE FW 3484 0 1.0 BLUE PV 775 4 8.0 BLUE PV 3544 8 12.0 C not boxable RED CP 2590 0 6.0 C not boxable RED CP 3281 0 6.0 C not boxable RED FW 1283 0 2.0 BLUE FW 3500 0 1.0 BLUE PV 815 4 10.0 A health RED CP 2591 0 6.0 C not boxable RED CP 3298 0 6.0 C not boxable RED FW 1284 0 2.0 BLUE PV 824 6 12.0 A health RED YUCCA ELATA CP 2594 0 6.0 C not boxable RED CP 3301 0 6.0 BLUE FW 1306 0 2.0 BLUE PROSOPIS VELUTINA PV 829 4 10.0 BLUE SOAPTREE YUCCA (YE) CP 2596 0 6.0 C not boxable RED CP 3302 0 6.0 BLUE FW 1435 0 1.0 BLUE VELVET MESQUITE (PV) PV 845 4 12.0 BLUE w Ce. Q .J Z CP 2597 _ 0 6.0 C not boxable RED CP 3321 0 6.0 BLUE FW 144�1 0 1.0 BLUE a _Q PV 870 6 12.0 BLUE CP 2598 0 6.0 C not boxable RED CP 3323 0 6.0 BLUE FW 1455 0 2.0 BLUE w w ^ _ > O PV 877 4 8.0 BLUE w o m a' z O ^ w 0: m o CP 2606 0 6.0 A health RED CP 3345 0 6.0 C not boxable RED FW 158? 0 4.0 BLUE w Q � a"„i ? O ^ w O m O n- -� " 1, N O 0 m - F- = O PV 897 4 8.0 A health RED z v = U. LL w �Oj CP 2607 0 6.0 C not boxable RED CP 3346 0 6.0 C not boxable RED FW 1641 0 0.0 BLUE ~ z v = v w LL v PV 899 4 10.0 BLUE v CP 2622 0 6.0 C not boxable RED CP 3351 0 6.0 C not boxable RED FIN 1717 0 1.0 BLUE PV 904 4 10.0 BLUE YE 162 0 2.0 BLUE CP 2645 0 8.0 C not boxable RED CP 3377 0 6.0 BLUE FW 1725 0 1.0 BLUE PV 1 4 10.0 A health RED PV 932 6 12.0 BLUE YE 410 0 8.0 BLUE CP 2646 0 8.0 C not boxable RED CP 3387 0 6.0 C not boxable RED FW 1726 0 2.0 BLUE PV 2 4 10.0 A health RED PV 999 4 6.0 A health RED CP 2653 0 8.0 A health RED CP 3404 0 6.0 C not boxable RED FW 1727 0 1.0 BLUE PV 3 6 12.0 A health RED PV 1008 4 8.0 A health RED ZIZYPHUS OBTUSIFOLIA CP 2654 0 6.0 A health RED CP 3405 0 6.0 C not boxable RED FW 1797 0 1.0 BLUE PV 4 8 12.0 A health RED PV 1009 6 10.0 A health RED GREY THORN (ZO) CP 2655 0 6.0 A health RED CP 3414 0 8.0 BLUE FW 1803 0 1.0 BLUE PV 5 4 10.0 A health RED PV 1091 4 8.0 A health RED ZO 14 0 8.0 BLUE CP 2656 _0 6.0 BLUE CP 3419 0 6.0 BLUE FW 1818 0 1.0 BLUE PV 6 6 12.0 A health RED PV 1099 4 8.0 BLUE ZO 319 0 8.0 BLUE CP 2664 0 8.0 C not boxable RED CP 3431 0 6.0 BLUE FW 1826 0 2.0 BLUE PV 7 4 12.0 A health RED PV 1113 4 10.0 BLUE ZO 359 0 8.0 BLUE CP 2665 0 8.0 C not boxable RED CP 3454 0 6.0 BLUE FW 18211 0 1.0 BLUE PV 10 4 10.0 A health RED PV 1184 4 10.0 A health RED ZO 422 0 8.0 BLUE CP 2678 0 8.0 C not boxable RED CP 3490 0 6.0 C not boxable RED FW 1830 0 1.0 BLUE PV 11 6 10.0 A health RED PV 1194 6 12.0 A health RED ZO 581 0 6.0 BLUE CP 2682 0 8.0 C not boxable RED CP 3491 0 8.0 C not boxable RED FW 1833 0 1.0 BLUE PV 16 6 10.0 A health RED PV 1209 8 10.0 A health RED ZO 591 0 6.0 BLUE CP 2702 0 8.0 C not boxable RED CP 3496 0 8.0 C not boxable RED FW 1843 0 1.0 BLUE PV 17 6 10.0 A health RED PV 1218 6 12.0 C not boxable RED ZO 907 0 6.0 BLUE CP 2711 0 8.0 C not boxable RED CP 3506 0 8.0 C not boxable RED FW 184'3 0 1.0 BLUE PV 18 6 10.0 A health RED PV 1226 4 10.0 BLUE ZO 919 0 6.0 BLUE CP 2712 0 8.0 C not boxable RED CP 3533 0 8.0 A health RED FW 1900 0 1.0 BLUE PV 20 6 12.0 A health RED PV 1264 4 10.0 A health RED ZO 970 0 6.0 BLUE CP 2725 0 8.0 C not boxable RED CP 3536 0 8.0 A health RED FW 1926 0 1.0 BLUE PV 22 6 12.0 A health RED PV 1299 4 10.0 BLUE ZO 995 0 6.0 BLUE CP 2727 0 8.0 BLUE CP 3546 0 8.0 BLUE FW 195(i 0 1.0 BLUE PV 23 6 12.0 A health RED PV 1308 4 8.0 C not boxable RED ZO 1024 0 6.0 BLUE CP 2730 0_ 8.0 C not boxable RED CP 3548 0 10.0 C not boxable RED FW 1959 0 1.0 BLUE PV 24 8 12.0 A, health RED PV 1392 4 10.0 BLUE ZO 1060 0 6.0 BLUE CP 2737 0 8.0 BLUE CP 3550 0 6.0 C not boxable RED FW 1972 0 1.0 BLUE PV 25 6 8.0 A health RED PV 1396 4 10.0 BLUE ZO 1101 0 6.0 BLUE CP 2739 0 8.0 C not boxable RED FEROCACTUS WISLIZENII FW. 1981 0 1.0 BLUE PV 26 6 10.0 A health RED PV 1409 4 10.0 A health RED ZO 1121 0 6.0 BLUE CP 2742 0 8.0 C not boxable RED FISH-HOOK BARREL FW 1993 0 1.0 BLUE PV 27 8 12.0 A health RED PV 1419 6 12.0 A health RED ZO 1156 0 6.0 BLUE CP 2762 0 8.0 C not boxable RED (� FW 2000 0 1.0 BLUE PV 29 6 10.0 A health RED PV 1428 6 12.0 BLUE ZO 1185 0 6.0 BLUE CP 2776 0 8.0 C not boxable RED M 0: a Q Z FW 200'! 0 _ 1.0 BLUE PV 30 6 10.0 A health RED PV 1704 6 12.0 Ahealth RED ZO 1206 0 6.0 BLUE CP 2777 0 8.0 C not boxable RED 0 m 0. _ ^ ix 00 FW 2128 0 1.0 BLUE PV 31 6 10.0 A health RED PV 1734 6 w z O w� p m 0 10.0 Ahealth RED ZO 1225 0 0.0 BLUE CP 2780 0 8.0 C not boxable RED .1 CP 2782 0 8A C not boxable RED �4" Q W U. U. m p FW 213<1 0 1.0 BLUE PV 34 4 8.0 BLUE PV 1761 4 8 0 BLUE ZO 1241 0 8A BLUE z v = v ww ly v FW 2200 0 1.0 BLUE PV 54 6 10.0 BLUE PV 1883 8 12.0 C not boxable RED ZO 1260 0 6.0 BLUE CP 2784 0 8.0 A health RED FW 2201 _ 0 1.0 BLUE PV 67 6 10.0 BLUE PV 1891 6 10.0 A health RED ZO 1260 0 8.0 BLUE CP 2785 0 8.0 C not boxable RED FW 21 0 1.0 BLUE FW 2223 0 1.0 BLUE PV 70 6 10.0 A health RED PV 1901 4 8.0 A health RED ZO 1301 0 6.0 BLUE CP 2786 0 8.0 C not boxable RED FW 48 0 1.0 BLUE FW 2294 0 1.0 BLUE PV 74 4 8.0 BLUE PV 1906 4 10.0 BLUE ZO 1524 0 6.0 BLUE CP 2788 0 6.0 C not boxable RED FW 57 0 1.0 BLUE FW 2296 0 1.0 BLUE PV 82 4 8.0 A health RED PV 1908 4 8.0 A health RED ZO 1550 0 6.0 BLUE CP 2789 0 6.0 C not boxable RED FW 123 0 1.0 BLUE FW 2300 0 1.0 BLUE PV 90 4 8.0 A health RED PV 1931 6 10.0 BLUE ZO 1686 0 6.0 BLUE CP 2813 0 8.0 BLUE FW 124 0 1.0 BLUE FW 2301 0 1.0 BLUE PV 90 4 8.0 A health RED PV 1967 8 12.0 A health RED ZO 1699 0 8.0 BLUE CP 2825 0 8.0 BLUE FW 135 0 1.0 BLUE FW 2317 0 1.0 BLUE PV 121 8 12.0 A health RED PV 1979 4 10.0 BLUE ZO 1713 0 8.0 BLUE CP 2839 0 8.0 BLUE FW 183 0 1.0 BLUE FW 2318 0 3.0 BLUE PV 127 6 10.0 A health RED PV 2010 4 8.0 A health RED ZO 1729 0 8.0 BLUE CP 2865 0 8.0 A health RED FW 224 0 1.0 BLUE FW 2323 0 1.0 BLUE PV 133 10 12.0 A health RED PV 2019 4 8.0 BLUE ZO 1840 0 6.0 BLUE CP 2866 0 8.0 A health RED FW 231 0 1.0 BLUE FW 2326 0 1.0 BLUE PV 134 10 12.0 A health RED PV 2025 4 8.0 BLUE ZO 1924 0 6.0 C not boxable RED CP 2884 0 8.0 C not boxable RED FW 232 0 1.0 BLUE FW 2332 0 1.0 BLUE PV 136 6 10.0 A health RED PV 2104 4 8.0 A health RED ZO 1945 0 6.0 BLUE CP 2884 0 8.0 C not boxable RED FW 279 0 1.0 BLUE FW 2337 0 2.0 BLUE PV 137 6 10.0 C not )oxable RED PV 2115 4 8.0 A health RED ZO 1992 0 6.0 A health RED CP 2888 0 8.0 C not boxable RED FW 280 0 1.0 BLUE FW 2345 0 2.0 BLUE PV 140 8 12.0 C not boxable RED PV 2129 6 10.0 A health RED ZO 1999 0 6.0 BLUE CP 2891 0 8.0 C not boxable RED FW 300 0 2.0 BLUE FW 2397 0 2.0 BLUE PV 158 6 10.0 A health RED PV 2136 4 10.0 BLUE ZO 2072 0 6.0 BLUE CP 2892 0 8.0 C not boxable RED FW 349 0 1.0 BLUE FW 2452 0 2.0 BLUE PV 161 6 10.0 A health RED PV 2159 4 10.0 A health RED ZO 2179 0 6.0 BLUE CP 2894 0 8.0 BLUE FW 353 0 1.0 BLUE FW 24811 0 2.0 BLUE PV 169 6 10.0 A health RED PV 2161 4 8.0 A health RED ZO 2205 0 8.0 BLUE CP 2897 0 8.0 A health RED FW 354 0 1.0 BLUE FW 2525 0 2.0 BLUE PV 171 8 12.0 A health RED PV 2176 6 10.0 A health RED ZO 2266 0 6.0 A health RED CP 2902 0 8.0 BLUE FW 358 0 1.0 BLUE FW . ; 2538 0 1.0 BLUE PV 214 4 8.0 BLUE PV 2219 4 10.0 A health RED ZO 2272 0 6.0 BLUE CP 2918 0 8.0 A health RED FW 372 0 1.0 BLUE FW 2556 0 1.0 BLUE PV 222 8 12.0 A health RED PV 2240 4 8.0 BLUE ZO 2273 0 6.0 BLUE CP 2919 0 8.0 A health RED FW 457 0 3.0 BLUE FW. 2559 0 2.0 BLUE PV 223 8 10.0 A health RED PV 2274 6 12.0 A health RED ZO 2306 0 6.0 BLUE CP 2949 0 8.0 BLUE FW 493 0 1.0 BLUE FW 2600 0 1.0 BLUE PV 225 6 10.0 A health RED PV 2324 6 10.0 BLUE ZO 2349 0 8.0 F adjacent plant RED CP 2951 0 10.0 C not boxable RED FW 534 0 1.0 BLUE FW 2615 0 3.0 BLUE PV 241 44 8.0 A health RED PV 2557 6 10.0 A health RED ZO 2367 0 6.0 C not boxable RED CP 2965 0 6.0 BLUE FW 535 0 3.0 BLUE FW 2616 0 1.0 BLUE PV 241 44 8.0 A health RED PV 2573 6 10.0 A health RED ZO 2425 0 6.0 BLUE CP 2966 0 6.0 BLUE FW 549 0 1.0 BLUE FW 2617 0 2.0 BLUE PV 260 4 10.0 Ahealth RED PV 2662 4 10.0 BLUE ZO 2767 0 6.0 BLUE CP 3004 0 8.0 C not boxable RED FW 607 0 1.0 BLUE FW 2626 0 1.0 BLUE PV 299 4 10.0 A health RED PV 2675 6 10.0 A health RED ZO 2864 0 6.0 BLUE CP 3006 0 6.0 BLUE FW 642 0 1.0 BLUE FW 2636 0 1.0 BLUE PV 301 6 12.0 A health RED PV 2691 6 10.0 A health RED ZO 2896 0 6.0 BLUE CP 3007 0 6.0 C not boxable RED FW 644 0 1.0 BLUE FW 2638 0 2.0 BLUE PV 302 6 10.0 A health RED PV 2705 6 10.0 A health RED ZO 3050 0 6.0 BLUE CP 3008 0 6.0 C not boxable RED FW 651 0 1.0 BLUE FW 2652 0 1.0 BLUE PV 303 6 10.0 A health RED PV 2714 4 8.0 BLUE ZO 3086 0 6.0 BLUE CP 3009 0 8.0 C not boxable RED FW 659 0 1.0 BLUE FW 275fi 0 1.0 BLUE PV 307 4 10.0 BLUE PV 2751 4 8.0 A health RED ZO 3116 0 6.0 BLUE CP 3010 0 10.0 C not boxable RED FW 693 0 1.0 BLUE FW 2768 0 1.0 BLUE PV 329 4 10.0 A health RED PV 2774 4 8.0 A health RED ZO 3223 0 6.0 BLUE CP 3022 0 8.0 C not boxable RED FW 716 0 1.0 BLUE FW 2772 0 1.0 BLUE PV 336 4 10.0 A health RED PV 2846 6 10.0 A health RED ZO 3243 0 6.0 BLUE CP 3024 0 8.0 BLUE FW 748 0 1.0 BLUE FW 2787 0 1.0 BLUE PV 356 6 10.0 A health RED PV 2901 4 10.0 BLUE ZO 3267 0 6.0 BLUE CP 3036 0 6.0 C not boxable RED FW 810 0 1.0 BLUE FW 2796 0 1.0 BLUE PV 363 6 12.0 A health RED PV 2916 6 12.0 A health RED ZO 3316 0 6.0 BLUE CP 3038 0 6.0 BLUE FW 819 0 1.0 BLUE FW 2820 0 1.0 BLUE PV 365 6 10.0 A health RED PV 2952 6 8.0 A health RED ZO 3344 0 6.0 D soil RED CP 3040 0 8.0 C not boxable RED FIN 843 0 1.0 BLUE FW 2821 0 1.0 BLUE PV 389 8 12.0 C not boxable RED PV 3035 4 8.0 G poor form RED ZO 3354 0 8.0 BLUE CP 3058 0 8.0 C not boxable RED FW 853 0 1.0 BLUE FW 2828 0 1.0 BLUE PV 390 6 10.0 C not boxable RED PV 3126 8 12.0 BLUE ZO 3407 0 6.-, BLUE CP 3059 0 6.0 BLUE FW 868 0 1.0 BLUE FW 2831 0 1.0 BLUE PV 397 6 10.0 A health RED ZO 3480 0 6.0 BLUE CP 3064 0 6.0 C not boxable RED FW 878 0 1.0 BLUE FW , 2832 0 1.0 BLUE PV 418 8 12.0 A health RED CP 3065 0 6.0 C not boxable RED FW 908 0 1.0 BLUE FW 2833 0 1.0 BLUE PV 428 6 10.0 A health RED NATIVE PLANT PRESERVATION PLAN CP 3096 0 6.0 C not boxable RED FW 916 0 1.0 BLUE FW 2834 0 1.0 BLUE PV 429 8 12.0 A health RED CP 3100 0 8.0 BLUE FW 949 0 1.0 BLUE FW 2835 0 2.0 BLUE PV 434 4 10.0 A health RED RANCHO VISTOSO NEIGHBORHOOD 3 CP 3118 0 8.0 C not boxable RED FW 989 0 1.0 BLUE FW 2836 0 1.0 BLUE PV 436 6 10.0 A health RED INNOVATION CORPORATE CENTER CP 3124 0 10.0 _C not boxable RED FW 990 0 1.0 BLUE FW 2900 0 1.0 BLUE PV 473 6 12.0 A health RED CP 3128 0 10.0 C not boxable RED FW 1000 0 1.0 BLUE FW 2904 0 1.0 BLUE PV 486 6 12.0 A health RED LOTS 2 THRU 5 AND COMMON AREA "A" CP 3129 0 10.0 C not boxable RED FW 1010 0 1.0 BLUE FW 2944 0 1.0 BLUE PV 538 6 12.0 A health RED BEING A PORTION OF SECTION 31 AND 32, TOWNSHIP 11 SOUTFL RANGE 14 EAST GILA & SALT RIVER MERIDIAN, ORO VALLEY, PIMA COUNTZOly�e Engineering Planning Surveying The Landscape Architecture Urban Design W` � Offices located in Tucson, Phoenix. �.,. Flagstaff, and Las Vegas 4444 Bast Broadway Group Tucson, Arizona (520) 881-7480 I� No. Date Item Scale NSA 90� Y Sheet Job No. h 85050VW02 r 25621 GMY L Date 17 JANUARY 2007 GRIZZLE Designed By CB s• • of Revisions Checked By r1I r; Q N E CL v 0 0 N -i; 0 YIN TOWN OF ORO VALLEY SUBMITTAL REQUIREMENTS FOR MINOR PLAT / DEVELOPMENT PLAN CHANGES OR SCRIVENER'S ERRORS Changes creating new lots in an approved final plat or development plan must apply for a revision to the final plat or development plan. Changes creating new lots in unsubdivided parcels must follow the check list for minor land divisions. Applications for lot combos can be found on line at www.asr.co.pima.az.us Click on the information bar at the top on Deeds Splits Maps and then go to combo. Complete Pima County application for lot combo and return to the Town of Oro Valley for processing. Examples of minor plat changes are: • Shift of a common lot line • Change to a no -access easement • Change to no build areas (with at least a 1:1 trade that creates a better open space element) • Small change to the configuration of a building on a development plan. Scrivener's Error; A mistake or omission which is not the result of a legislative decision. Examples are: incorrect recordation of Council conditions, failure to include standards and typically expected information on a plat or plan, and any mistake in placing information on a plat. (Note: If the mistake was a legislative mistake [made by the Council] it must be returned to the Council for correction). Minor changes must meet the following criteria: o Meets all code requirements and plat/plan notes o No increase in the number of lots o No decrease to open space o Benefits the town and the environment, if applicable o Not controversial o No increase in negative impacts on neighboring properties o Approved by the neighborhood association, if appropriate. o Street name and address changes must first. start with Pima County addressing. Submittal requirements: The applicant must submit the following to the Development Coordinators (DC). a. Completed application. b. Six copies of the legal description of the proposed change. c. Three 24" x 36" scalable copy of maps with registrant's seal (Please submit with using the "pima county fold". d. Six copies of the maps of area to be affected (before and after changes with enough of the surrounding area to locate the change) 8 Y2" X 11" format only. Pima County recorder will not accept larger documents. e. Letter from parcel owner/owner's approving change f. One Copy of boundary closure calculations g. Two copies of conveyance deeds if property will be added or subtracted to lots and conveyed to other parcel owner. h. Fees APPLICATION FORM OV Case # (Office Use Only): Application Type: A. Project Manager/Deg -'-�-- Firm: Address: City: Telephone: 52-0 ��p2-o�-J�-C C TOWN OF ORO VALLEY, PLANNING AND ZONING 11000 N. LA CANADA DRIVE, ORO VALLEY AZ 85737 PHONE: (520) 229-4800 FAX: (520) 742-1022 www.townoforovalley.com B. Property Owner (s), if ore than one Name: . arL, Firm: I l3 1/1 t t Address: City: /LrUJr Telephone: `yn -- � C. Subject Property Parcel/Tax Code: Z [ cI - 5S Legal Description/Property Address: 4 attach list P State: Zip: �2[3 5/Z— 5'M / Email: Area of property: Existing Zoning: IVI A Proposed Zoning: Is Proposed Zoning in conformance with General Plan designation? [ ] N/A [ ] Yes ( ] No General Plan Designation: Existing Land Use: Proposed Land Use: D. Previous Applications Relating To This Property OV8- OV9- OV11- OV12- E. Reason For Request This application is true and correct to the best of my knowledge. I been azed by the owner to make this application. uthor' 0 Date "'- ' Signature vett&e 1�0 019mfqtc�clll LLe) ?-/-CDT ICA 6, OV10- OV13- .1 i1R1r&- (9 er ofthe above described property or have Wendy Taylor From: Stan Spears Sent: Thursday, June 12, 2008 4:57 PM To: Wendy Taylor Subject: FW: Lot combo for Innovation Corporate Center Attachments: Application General.doc From: Hayes, Patty [mailto:phayes@orovalleyaz.gov] Sent: Thursday, June 12, 2008 4:09 PM To: Stan Spears Cc: Gay, Shirley; Moran, Debbie Subject: Lot combo for Innovation Corporate Center Mr. Spears, Regarding the lot combo for Innovation Corporate Center, Oro Valley case #OV12-06-14. Please submit a copy of the approved lot combo information from Pima County with the attached application. There are no fees associated with this submittal. This should just be an administrative review. I suggest submitting a copy of this email along with the documents above. Thank you, Patty Hayes Town of Oro Valley JUN-10-2008 10:57 PIMA CO CENTRAL PERMITS 520 740 6510 P.002 7 COMBO REQUEST Pima County ,Assessor I HEREBY REQUEST THAT THE FOLLOWING PARCELS BE COMBINED INTO A SINGLE PARCEL FOR TAX PURPOSES: _ Exempt BOOK,��� MAP PARCELr� i?O BOOK 1 t MAP PARCEL 01 BOOK ff MAP _ PARCEL t ?0 BOOK MAP PARCEL I AM T14E CURRENT OWNER OF RECORD FOR SAID PARCELS. NAME (Please Print) MAILING ADDRESS (on rn CITYST'.4TC� Z(P 5a\_L_ PHONE S. FOR OFFICE USE ONLY Sec, _Twu_ _ lS Rug, VERIFVD: Taxes Paid Ownership ►� Taxing Authority l Pending Approval from ASR Exemption Section TO: Pima County Building Codes & Permits: Application for combination .of the above referenced parcels for the je)j) Tax Roll has been made and APPROVED. Application DISAPPROVED because: Taxes due or delinquent Ownership not held the same Parcels not in the same Taxing Authority One or more Parcels not Exempt BY: DATE: 3 �O Revised 10/Z4103 All other forms obsolete JUN-10-2008 10:58 PIMA CO CENTRAL PERMITS 520 740 6510 P.003 COMBO REQUIREMENTS REQUESTS FOR COMBINATIONS CAN BE ACCEPTED FROM TAXPAYERS, ONLY IF THEY MEET THE FOLLOWING CRITERIA: i) OWNERSHIP OF ALL PARCELS TO BE COMBINED MUST BE HELD IN ONE OF THE FOLLOWING FORMS OF OWNERSHIP: a) ALL MUST BE HELD AS TENANTS IN COMMON b) ALL MUST BE MRS, OR CPIRS, OR ONE OF EACI4 c) 1F IN NAME OF A TITLE COMPANY ALL TRUST NUMBERS MUST BE SAME, d) IF IN CORPORATION NAME, ALL MUST BE THE SAME. c) IN THE CASE OF CONTRACTS, IF THE VENDOR IS THE SAME ON ALL PARCELS, 'THEN THE CURRENT CONTRACT HOLDER MUST BE THE SAMe AS WELL. 2) ALL PARCELS MUST BE IN THE SAME TAXING AUTHORITY (SCHOOL DISTRICT, FIRE DISTRICT, IRRIGATION DISTRICT, MUNICIPAL BOUNDARY, ETC.) IN ORDER TO BE COMBINED. 3) ALL PARCEL TAXES MUST BE CURRENTLY PAID, PARCELS HAVING DELINQUENT TAXES CANNOT BE COMBINED. IF DELINQUENT TAXES ARE IN QUESTION CONTACT THE TREASURER'S OFFICE. WHEN THE TAXES ARE PAID, WE MUST HAVE A COPY OV THE RECEIPT, 4) PARCELS BOUNDARIES MUST BE CONTIGUOUS (MUST HAVE COMMON BOUNDARY). S) REQUESTS MUST BE MADE BY THE OWNER OF RECORD OR THE] R DESIGNATED REPRESENTATIVE, OR BY THE CONTRACT HOLDER IF THEY HAVE MET ALL REQUIREMENTS IN ITEM NO, 1. 6) IF ONE OR MORE PARCELS ARE EXEMPT AND ONE OR MORE PARCELS ARE NOT EXEMPT; THE COMBO REQUEST WILL BE FORWARDED TO THE ASSESSOR'S EXEMPTION SECTION FOR APPROVAL EVERY DAY BRINGS A REQUEST NOT MADE PREVIOUSLY, SO THERE MAY BE REQUESTS THAT ARE OUT OF THE NORM. WHEN THEY COME UP WE WILL, MAKE A DECISION ON THE VALIDITY OF THE REQUEST AT THAT TIME. THIS POLICY IS LONGSTANDING. WF. HAVE BEEN KNOWN TO BE FLEXIBLE WITH REQUESTS. HOWEVER, ITEMS 2,3 AND 4 ARE NOT IN THE AR1A OF FLEXIBILITY. COMBINATIONS ARE A COURTESY OF 'rHE ASSESSOR'S OFFICE TO ACCOMMODATE TAXPAYERS YOUR COOPERATION IS APPRECIATED. ED ABR1GO DIVISION MANGER DSMAP 10/24/2003 MAIL FORM TO: Sherry Hydc Pima County Asscssor Office 201 N Sionc Avc, 9's Floor Tucson, Ariz. 85701 28.60 �G 7 w � LOT 17 6 �o• F.P.E.=2726.33 ' LOT 18 19 42 � 2¢ •7 57# . S 2 '32 �W, UM D ROCCON LOT GT TUR S/ L 20 M H ROC ON— ITE • ROPW 1 1840 `� OMM AIER EAS ON An _ EW 100— YR WSEL OPOSED FIRE ps YDRANT = � M lNV.=15.29 G clz' / 67 1— 36 P; 124 LF--___.- 1.00 SLOPE, V—8.34FP ,o � 4_ _ _ goo —I Page 1 of 1 Hayes, Patty From: Hayes, Patty Sent: Thursday, July 10, 2008 9:03 AM To: sspears@venturewestaz.com' Subject: Innovation Corp Center Mr.. Spears, We received the county approved lot combo for Innovation Corporate Center, OV12-06-14, lots 17,18 and 19. The Town has no objection to this lot combo and we will print new mylar plans when the county makes the changes on the plat and development plan. I forwarded the approved lot combo to the fire department for their files. Thank you, Patty Hayes Zoning Inspector Town of Oro Valley 07/10/2008