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HomeMy WebLinkAboutOV121019J5 ENG/N�� Bogardus Engineering, L.L.C. Hydrologic /Hydraulic Engineer Hydrobgle / HydraWle Engiree" 17090 S.Vanilla Peak Court Phone: (520) 572-6530 Vail, AZ 85641 E-mail: Tracy@bogardusengineering.com April 28, 2011 David Law, P.E: Town of Oro Valley 11000 N. La Canada Drive Oro Valley, Arizona 85737 SUBJECT: 551 W. MAGEE ROAD DRAINAGE REPORT TOV. OV 1210-19 (First Review) Presidio Engineering Number: 110025-02 Bogardus Engineering Number: 11-001-A-OO11) Dear David, This letter is in response to your April 12, 2011 comments and Fritz Laos March 30, 2011 comments for the Drainage Report for the above project. My responses will be in the same order as your comment letters relative to the Drainage Report Comments only. Drainage Report Comments 7. Required detention volume may be reduced at a 1:1. volumetric ratio when an equal amount of volume is provided for water harvesting purposes. The report states that a volume of 642.6 ft 3 have been provided for water harvesting. Verify that the water harvesting volume is adequate enough to offset the additional runoff created by the expanded parking lot. Also, the report incorrectly calculates the minimum amount of water harvesting necessary for this project. The following equation can be found in section 27.6.D.d.i of the Town Zoning Code: Minimum Volume = Sum of Impervious Area (in acres) x 3,000 Gallons per acre. Although the amount of water harvesting exceeds the minimum volume for the . equation above, this additional volume is likely necessary to offset the detention requirements. Please state this within the drainage report. The report has been modified to include this discussion. 8. Provide additional information regarding the proposed first flush device. The following information is required so that the town can evaluate the proposed "Bio Clean Under Sidewalk Drain" which has not been previously reviewed by staff for exceptions by the town engineer: a. Provide maintenance and inspection requirements for the first flush device. It was decided that the Triton TDAM60-PK, with a 3.5 rise would be used. The Town of Oro Valley has previously approved the product for use and the specifications meet the town's standards. A copy of the details and maintenance sheets has been included for reference. Additionally the chart for flow rates have been included supporting the size and design standards b. Provide additional supporting documentation to verify the removal efficiencies of the proposed first flush device. Please refer to section 11.7.1 of the Town's drainage criteria manual for target pollutants that are required to be captured by proposed first flush unit for use with any project. The Town of Oro Valley has previously approved and suggested the use of the TDAM--PK and has approved the removal rates. No further action is required. 9. Please refer to attached letter from Fritz Laos for additional drainage report comments. Responses to Mr. Laos comments follow. STORM WATER UTILITY, DRAINAGE REPORT COMMENTS FRITZ LAOS MARCH 30, 2011 1. Correct indicated parcel location from "Southwest" to "Southeast" in the fast paragraph second sentence of the Project Description section. This is been corrected within the text. 2. Provide consistent concentration point labeling for the existing conditions flow. There are labeling, discrepancies between the text and tables, the existing conditions (pre -developed watershed map), and the PC -Hydro calculations sheets in the appendices. The numbering system for the Pre -Developed conditions has been changed such that all of the concentration points match. In particular the Pre -Developed Watershed Map was changed to reflect the "E" aJler the number representing "Existing". 3. Clarify the impervious percent for CP 1 as shown in Table 1, page 6 (561/6). The PC -Hydro calculations sheet indicates a value of 90%. Table 1 on page 6 indicated that the Pre Developed watershed had 56% imperviousness for Concentration Point IE. This represented the existing condition of the vacant portion of the lot and the existing developed conditions of Concentration Point I.IE. The PC Hydro calculation sheet on page IS also indicated that the imperviousness was 56% The imperviousness was weighted relative to the contributing area. That is 62% of the watershed had a 90% imperviousness with the remaining 38% had a zero percent imperviousness or natural land. The weighted value is 56% 4. Clarify the location of CPs and watersheds 1.4 and 1.3 on the developed (Drainage Concept) map. The delineations are uncertain. I have reviewed the watersheds as requested and find that the areas associated with them are correct. Keep in mind that Concentration Point 1.4 is the small area to the northeast of the proposed parking lot and the adjacent hill. Concentration Point 1.3 not only includes the area from the immediate area north of Revel XnviranmensalM4M#k tauringl= ale@r®Mwmcom (888) 5264736 Lk- Km 857410 t sr1 & Northern Gllfocdia Sonrtzcn CaMwoh 960-H DeaoirAreane 2110 Sarah Grand Areadm REMConoont California 94518 Saga Ada, California 92705 P. (9_2-5—) 6764736 P. (714) 557 2676 wxw�rnm Fr (9257 67643676 Ft (710 557-2679 ITRITON Service Procedures: t Procedure listing for Inspections and maintenance: IOn site Procedures: 1) Secure area (Traffic and Pedestrian Control, cones etc.) 2) Clean surface area immediate around each catch basin. 3) Unlock grates, pull and set aside. 4) Clean grates, remove litter and debris that may be trapped within grate. 5) Inspect perimeter gasket system of filter, making sure no flows are bypassing filter, repair if needed. 6) Remove (VAC) debris that has been trapped in trough area. Dispose of in accordance with local, state, and federal regulatory agency requirements). Most debris that is captured will fall into non -hazardous waste and disposed of accordingly. 7) Visually inspect and check condition of trough area. 8) Inspect each fitter's media condition. The removable MediaPak can be easily viewed to determine the media's condition. When the normally white colored media turns black, the media should be changed. When service requires the replacement of the filter media, a separate container will be used for the spent media. The media that is removed is then disposed of in accordance with local, state, and federal regulatory agency requirements). 9) Replace grate and lockdown. 10) Secure and date weatherproof lock -out tags. 11) Number filtration unit on site map for tracking and pin -pointing problem areas. 12) Report any concerns or improvements regarding specific filter system on report. 13) Un-secure area for traffic control. 14) Write up service report. 960"00 Ddwitke. Concord CA94518 FIB: (888) 5264736 FAX: (94� 676-8676. the proposed parking lot, but it also includes the area of Concentration Point 1.1 and 1.4 for a total of 0.95 acres. The total area and the location of the points are correct. 5. Clarify the bottom width of the open channel as described in the second to the last paragraph of "Developed Conditions" section on page 10. The text indicates a 10 foot bottom with while the Channel Capacity Concentration calculation sheets on page 30 indicates a 12 foot bottom width. The text has been changed to the 12 foot bottom. 6. Provide additional first flush capacity at CP 1.2. The proposed first flush unit provides capacity of 0.48 CFS while capacity is needed to accommodate the two year peak flow of 0.7 CFS. We have changed the filter at CP 1.2 to use the TDAM60-PK The attached manufacturer documentation the TDAM60-PK using a REM -FOG filter indicates that the anticipated flow rate is 0.9 cfs, which is greater than the 2 year flow rate of 0.7 cfs. The revised Drainage Report has changed the text in various sections as required. The Pre Developed Watershed Map has changed in addition to the Details Map with the keynote for the TDAM changed. If you have any question or comments please feel free to give me a call a 572-6530. Sincerely, y A. Bogardus P.E. President Bogardus Engineering, LLC Expires 3/31/2012 RtvdBxWn wwrrrufM�bra j .6*m.m- am sa 47S6 rm ru ivoo 960.3 DM kA- 21103..&C.-dA- Cbm4 QHF-1.9{51e 5-Ati (Wifi-W 9ZM 1F (921)676./756 R ppiq SIV-2676 w+ua6l.ao.r F.(M) 6764M A pl4) SS7.2679 REVEL ENVIRONMENTAL MANUFACTURING, INC. (REM Inc.) FLOW RATES for the TRITON TRAM-PWs FILTERS TRITONTDAM-PK'8 REM -BFTG* REM - FOG" REM - FOG -BFTG"•• FILTERS Flow Rate Flow Rate Flow Rate Model: CFS CFS CFS TDAM6 - PK 3.5- 0.2 0.06 0.08 TDAM8 - PK 3.5" 0.27 0.11 0.11 TOAM10 - PK 3.5" 0.34 0.13 0.13 TDAM12 - PK 3.5" 0.41 0.18 0.18 MAM15-PK 3.5' 0.52 0.2 0.2 TDAM18 - PK 3.5") 0.62 0.24 0.24 TDAM24 - PK 3.5") 0.83 032 0.32 TOAM30 - PK 3.5" 104 0.4 0.4 TDAM36 - PK 3.5" 1.24 0.54 064 TDAM42 - PK (3.5") 1.45 0.63 0.63 MAM48 - PK (3.5") 1.68 1 0.72 1 0.72 TDAM54 - PK (3.5") 1.87 1 081 0.81 MAM60-PK 3.5") 2.08 0.9 0.9 MAM68 - PK 3.5' 2.29 0.99 0.99 TDAM72-PK (3.5") 2.5 1.08 1.08 Notes: REM - BFTG: Bioflex (BFTG) Medla is designed to capture debris, trash and sediment while sustaining very high treatment rates. Mesh density of 3.5 ounces per square foot minimizes occlusion and blinding while capturing 1011% of particles at 5mm or greater in size. REM - FOG The FOG media Is housed In a mono -filament weaved geotext is containment pack. FOG media effectively encapsulates liquefied petroleum hydrocarbons (Fats, Oils & Grease Including animal fats). It's highly hydrophobic characteristic allows for Increased polish of flow resulting In the reduction of Total Suspended Solids (TSS). TSS reduction Includes (but is not limited to) debris, trash sift sediment and agglomerated heavy metals. "• REM - FOG - BFTG: Media configuration utilizes both BFTG and FOG media strategies. The BFTG Media serves as a pre-screen to treat for larger debris, trash and sediment, while the FOG media pack captures fine suspended solids and liquefied hydrocarbons. The area above each TOAM-PK should be designed to allow an opening between the top of the filter and the bottom of the grate or structure. This opening has been designed to allow for larger storm events to bypass the TDAM-PK unobstructed, when needed. REM technical support is available to assist with TRITON Series fitter configurations, media strategies and customization of models. NG Bogardus Engineering LLC G) 0 017090 S. Vanilla Peak Court Phone (520) 572-6530 HydroiegicHydraOc Engineering Vail, AZ 85742 Fax (520) 300-8044 �' DrainageRe r#Ii-.,t _.«uY j�d, - E I :i' 551 W. Magee Road, Parking Lot Expansion Parcel ID # 225-50-0040 Township 13 S, Range 14 E, Sections 21 TOV Project Number: OV1210-19 Revised April 2011 February 2011 Prepared For: Q es - no/ � Presidio Engineering, Inc �\F1cA TF F ,� 4582 N. 1'r Ave, Suite 120 TRACY A ALLYN c, Tucson, Arizona 85718 BOGARDUS ` o Z Ara-) °re �.0 11 q S�gnecl Q Owner: ZONA �� HR Acquisitions I Corp 3310 West End Avenue, Suite 700 Expires 3/31/2012 Nashville, TN 37203 Presidio Engineering, Inc Number: 110025-02 Bogardus Engineering Number. 11-001-A-001D Vertical Datum: NAVD 88 Table of Contents Introduction....................................................................................1 ProjectDescription........................................................................1 Existing Conditions Drainage........................................................2 Onsite Drainage...............................................2 Off -Site Drainage..............................................2 Proposed Conditions Drainage Criteria........................................2 Hydrologic and Hydraulic Analysis...............................................5 Hydrology......................................................................................5 Methods, Procedures and Assumptions.................5 Existing Conditions...........................................5 Developed Conditions.......................................6 Hydraulics......................................................................................8 Floodplain Analysis.......................................................................8 Storm Water Retention and Detention.........................................8 Methods, Procedures and Assumptions.................8 Developed Conditions.......................................9 Drainage Structures Design.........................................................9 Methods, Procedures and Assumptions.................9 Developed Conditions.....................................10 Erosion Control............................................................................10 Special Conditions......................................................................11 Section 404 of the Clean Water Act...........................................11 FEMA Requirements..................................................................11 Storm Water Quality and Quantity..............................................11 Developed Conditions.....................................11 Conclusion and Limitations.........................................................12 Conclusions.................................................................................12 Limitations...................................................................................12 References..................................................................................13 Appendices..................................................................................14 Appendix A — Hydrologic Computations....................................14 Appendix B — Hydraulic Computation........................................29 Appendix C — Maps and Plans...................................................35 List of Figures and Exhibits • Figure 1- Location Map................................................4 • Figure 2- 2010 Aerial Photograph .............................36 • Figure 3- FIRM Panel 04019C 161 OK......................37 • Figure 4- Soils Map....................................................38 • Figure 5- Pre -developed Floodplain Map.................39 • Figure 6- Drainage Concept.....................................40 • Figure 7- Detail Sheet................................................41 • Figure 8- TRITION TDAM60-PK Detail.....................42 List of Tables • Table 1 Existing 100-Year Pre -Developed Peak Discharges...................................................................6 • Table 2 Developed 100-Year Post -Developed Peak Discharges.........................................................8 34567 ''c TRACY ALLYN BOGARDUS 2 7s Af-.1 e _ zo+I Expires 3/31/2012 Introduction This report has been prepared to support the proposed parking lot expansion for the • existing medical center located at 551 W. Magee Road. The parcel is located approximately 0.20 miles west of the intersection of Oracle Road and Magee Road where the facility is located at the southeast corner of Magee Road and Northern Avenue. The parcel has an existing building, parking and driveways with the southern portion of the lot undeveloped. The property is more specifically located within a portion of Section 36 within Township 12 South, Range 13 East, of the Gila and Salt River Base and Meridian, Pima County, Oro Valley, Arizona. The property has a parcel identification number of 225-50- 0040. The parcel's centroid coordinates are approximately 32.350983 degrees latitude, and-110.978059 degrees longitude. See Figure 1 for the Location Map. The project is bound on the north by Magee Road, on the east by a Wal-Mart Neighborhood Market, on the south by the Oracle Crossing Shopping Center and on the west by Northern Avenue. The parcel is located within a Zone R-S, surrounded by a Zone CR-2 on the north, east and south. Zone CR-5 bounds the project on the west. The project will consist of the preparation of a Site Plan. The entire parcel is approximately 2.35 acres with the parking lot to be constructed on the remaining undeveloped portion of the lot, approximately 0.64 acres. The parcel was previously developed within Pima County and to Pima County Standards in 1979. This predated the retention and detention requirements now enforced by the Pima County Regional Flood Control District. The parking lot extension will be developed to the Town of Oro Valley Standards. This Drainage Report will support the revised Site Plan, which will include the streets, and hydraulic infrastructure required to convey the onsite stormwater runoff from this portion of the development and the existing facility. The proposed development will include approximately 0.35 acres of impervious pavement with approximately 32 parking spaces. The parcel is located within an un-shaded Zone X, pursuant to the Federal Emergency Management Agency (FEMA) on the Flood Insurance Rate Map (FIRM) Community Panel No. 04019C 1630 K; Effective dates February 8, 1999. (See Figure 4 in Appendix C) This indicates that the site is located outside a regulatory FEMA floodplain and will not require a detailed study for FEMA. The finished floor elevation will be shown to be a minimum of one foot above the adjacent water surface elevation. The parcel is located within the Peglar Wash Watershed. It appears that there are no major floodplains impacting the site. The project is located within a critical basin and will be considered a commercial project, and would require the attenuation of the 2-, 10-, 25-, 0 and 100-year events to be below the existing conditions. However, if sufficient water harvesting is provided than the project would not need to detain any water at the outlet of the site. It should be noted, that the maximum water harvesting depth is four (4) inches and must dissipated within twelve (12) hours (Refer to Chapter 11 of the Town of Oro Valley's Drainage Criteria Manual). The Drainage Report that was prepared for the development of the medical center and parking lot supporting the approved Pima County Development Plan was not available or used in the preparation of this report. Onsite Drainage Phase 1 and most of Phase 2 was constructed under the original Development Plan approved by Pima County. The southern one quarter of the parcel is undeveloped under existing conditions. Stormwater runoff from approximately one half of the developed portion of the parcel drains within the driveways and parking lot as sheet flow and enters the drainage swale and coalesces in a thalweg that drains to the southwest corner of the parcel. The remainder of the parcel drains to the same location. The parcel generally drains from east to west at a natural slope of approximately 3.2%. The onsite drainage is typically sheet flow and is non -regulatory. The site is free from regulatory floodplains over 50 cfs. The local retention/detention basin for the Oracle Crossing Shopping Center is located to the south of the development. The edge of the basin bounds the south property line of this development. The side slopes of the basin are protected with rock riprap; therefore there is no potential for lateral migration into this property. There are no other major hydraulic structures located within this project. Off- ite Drainage The parcel is essentially isolated from offsite flows, with the exception of the rock riprap slopes between the Wal-Mart Neighborhood Center and this project. There is a grade differential between a couple of feet at the northeast corner of the parcel to as much as ten (10) feet at the southeast corner. The adjacent Wal-Mart Neighborhood Center parking lot and driveway along the eastern property line of this project has an impermeable wall and curb that prevent offsite flow from entering this property. This condition will remain the same for both the existing and developed conditions. There are no offsite regulatory or FEMA floodplains that impact this project. There is no direct offsite impact from the adjacent streets or developments therefore the studies for the adjacent developments were not required. The proposed development consists of approximately 15,422 ft 2 of paved driveways and parking. The portion of Phase 1 and Phase 2 that was constructed generally drains in a southerly direction. Storm water runoff will exit the existing pavement at Concentration Point 1.1 over a concrete header that will protect the integrity of the edge of pavement. The 'off -site" storm water runoff from the previously developed portion of the parcel enters 2 the site and will be conveyed in a large landscape swale that drains to the west were the runoff will cross one of the entry drives to the parking lot through depressed curbs. The majority the on -site new parking pavement will drain to the west were the runoff will exit the parking lot via a depressed curb. Storm water runoff from the adjacent protected slopes to the east will drain around the parking lot and coalesce with the storm water runoff at Concentration Point 1, the existing location were storm water runoff currently exits the site. There will be no changes to the existing flow patterns. The project is located within a critical basin and will be considered a commercial project, and would require the attenuation of the 2-, 10-, 25- and 100-year events to be below the existing conditions. However, if sufficient water harvesting is provided than the project would not need to detain any water at the outlet of the site. It should be noted, that the maximum water harvesting depth is four (4) inches and must dissipated within twelve (12) hours (Refer to Chapter 11 of the Town of Oro Valleys Drainage Criteria Manual). The minimum volume of rainwater harvesting determined by using the following equation and can be found in Section 27.6.D.d.i of the Town Zoning Code: Minimum Volume = Sum of Impervious Area (in acres) x 3,000 Gallons per acre. Therefore, the project is 15,422 ft 3 (0.35 acres) times 3,000 gallons per acre requires 1062 gallons of storage or approximately 142 ft.3 of storage for this project. The detention computational methods shall comply with the Pima County Detention/Retention standards for storage volume. Equation 3.4 estimates the required storage volume in acre feet for "On -Line" Detention without Retention. The computed minimum storage volume is approximately 0.015985 acre feet or approximately 696 cu-ft ft.3. Further, the area of the parking lot is approximately 15,422 ft.' and assuming one half inch of storm water runoff over the entire paved section would generate approximately 643 ft.3. Therefore, the storage volume will need to be a minimum of 643 ft.3 to 696 ft.3. It is proposed that the water harvesting could be provided within the landscaped swale between Concentration Point 1.1 and the northern face of the proposed parking lot. The natural longitudinal slope within this drainage swale is approximately 4.12%. A minimum of two cutoff wall's will be constructed, creating three small water harvesting areas, such that the area in between the cutoff wall's can be depressed a maximum of 4 inches below the top of the cutoff wall and provide the necessary water harvesting for the internal landscaping within the swale. The offsite flow will cascade from one small water harvesting basin to the next until the remaining storm water runoff enters a depressed curb on either side of the entry drive at Concentration Point 1.3. The remaining water will then enter another water harvesting area that will direct the storm water runoff towards Concentration Point 1. Finally, additional small water harvesting area/sediment basin will be provided to the west of Concentration Point 1.4. Based on the area allocated for water harvesting there is approximately 2640 ft2, and at 4" deep the maximum volume available is approximately 880 W. The final volume will be determined with the final grading. The storm water runoff will exit the site at the same location as pre -developed conditions and be released in the same drainage patterns. Therefore it is unlikely that there will be any significant alterations to the floodplain characteristics and it will not have any off -site impact to the existing hydraulic structures. The on -site drainage structures will consist of the water harvesting basins, concrete headers, and depressed curbs. The water harvesting basins will satisfy the "detention" requirements as well as provide a stilling basin for the minimal amount of sediment transport, and the control of the velocity of the storm water runoff. The headers and cutoff walls will be used to maintain a hard edge to prevent erosion and control the integrity of 3 the developed features such as the pavement in water harvesting areas. The depressed curbs will meter the flow and direct the runoff into specific locations. The development of the parking lot will be required to treat the 2-year one -hour storm event for the "First Flush" requirements. This plan recommends the use of the TRITON TDAM60-PK. The manufacturer documentation states that the TDAM60-PK using a REM -FOG filter has an anticipated flow rate is 0.9 cfs, which is greater than the 2-year flow rate of 0.7 cfs. The structure will be adapted to be used within a depressed curb. N 3"±=1 MILE THIS PROJECT LOCATION MAP BEING A PORTION OF SEC. 36, T-12—S, R-13—E, G.&S.R.M., TOWN OF ORO VALLEY, PIMA COUNTY, ARIZONA • Figure 1- Location Map 4 Hydrologic and Hydraulic Analysis Methods, Procedures and Assumptions The peak discharges used for the hydraulic computations of the onsite watersheds were evaluated using the Pima County method. The peak discharges used for the hydraulic computations of the onsite watersheds were evaluated using the approved Pima County program PC -Hydro V5. The off -site existing condition for the watershed is minimal and it is combined with the onsite runoff calculations. The offsite flow primarily consists of the adjacent slope to the east. The existing conditions used a ten (90) percent impervious factor for the cover and a basin factor of 0.020 for the developed areas and zero (0) for the undeveloped lot and a basin factor of 0.035. The watersheds with combined characteristics were weighted according to area. These values will represent the current land use. The watershed has a building constructed within the boundaries as well as parking with a paved driveway. A 20% vegetation cover was used. There is one (1) insitu soil types within the watershed, which consists of a Palos Verdes-Sahuarita Complex, Soil type 55 with a hydrologic soil classification of 50% B and 50% C. The post -developed offsite watershed conditions used an impervious factor of ninety percent (90%) and a basin factor of 0.020, which is consistent with a highly urbanized commercial development. The watersheds assumed a 20% vegetation cover for the post - developed conditions. Odsting Conditions The existing development is typically divided into four (4) major watersheds, each draining into Northern Avenue. Concentration Point 1 E drains an area of approximately 1.41 acres and generates a pre - developed 100-year peak discharge of approximately 12 cfs. This watershed also drains a portion of Concentration Point 1.1E which is fully developed and the proposed undeveloped on -site area to the south. Concentration Point 1.1E drains an area of 0.87 acres and generates a 100-year peak discharge of approximately 8.6 cfs. This is the same for the post -developed. The watershed also includes the rock riprap protected slope to the east. 5 Concentration Point 2E drains an area of approximately 0.06 acres and generates a 100- year peak discharge of approximately 0.6 cfs. This represents the area that drains from the parking lot directly into Northern Avenue via the driveway entrance. Concentration Point 3E drains an area of approximately 0.17 acres and represents the area west of the building inclusive of the parking lot (this includes approximate 13 parking spaces and the associated driveways). This watershed generates a 100-year peak discharge of approximately 1.7 cfs. Concentration Point 4E drains an area of approximately 0.90 acres and generates a 100- year peak discharge of approximately 8.9 cfs. This watershed drains a portion of the building and the parking lot to the north (this includes approximately 62 parking spaces and the associated driveways). The following table outlines the discharges for the existing conditions. TABLE OF 100-YEAR PRE -DEVELOPED PEAK DISCHARGES Concentration L (ft) Lca A h nbw Impervious Soils Drainage 100-year Point (ft) (ft) (%) Area (ac) Discharge (cfs) 1 E 450 225 23 0.027 56 50%B 1.41 12 50%C 1.1 E 326 163 20 0.020 90 50%B 0.87 8.6 50%C 2E 92 46 4 0.020 90 50%B 0.06 0.6 50%C 3E 144 72 4 0.020 90 50%B 0.17 1.7 50%C 4E 269 135 8 0.020 90 50%B 0.90 8.9 50%C *Table 1 Existing 100-Year Pre -Developed Peak Discharges Developed Conditions Concentration Point 1 drains an area of approximately 1.41 acres and generates a pre - developed 100-year peak discharge of approximately 14 cfs. This watershed also drains a portion of Concentration Point 1.1 E which is fully developed and the proposed developed parking lot and driveways to the south. Concentration Point 1.1 drains an area of 0.87 acres and generates a 100-year peak discharge of approximately 8.6 cfs. This is the same for the post -developed. The watershed also includes the rock riprap protected slope to the east. Concentration Point 1.2 drains an area of approximately 0.27 acres and generates a 100- year peak discharge of approximately 2.7 cfs. This watershed drains the proposed parking lot to the west. Concentration Point 1.3 drains an area of approximately 0.95 acres and generates a 100- year peak discharge of approximately 9.3 cfs. The watershed drains the existing area from Concentration Point 1.1 and the proposed developed area within Concentration Point 1.4. 6 Concentration Point 1.4 drains an area of approximately 0.08 acres and generates a 100- year peak discharge of approximately 0.7 cfs. The watershed drains the existing area of the protected slope to the east and an undeveloped area between the proposed parking lot and the existing trash dumpster. The localized flow will be conveyed through a water harvesting basin that will also function as a sediment basin to provide clear water runoff across the eastern entrance to the parking lot. Concentration Point 1.5 drains an area of approximately 0.15 acres and generates a 100- year peak discharge of approximately 1.1 cfs. The watershed drains an area that is located between the retention/detention basin for the commercial development to the east and the proposed parking lot. The retention/detention basin is located on the southern property line of this parcel. The runoff will be conveyed within the landscape buffer yard and be conveyed to the west. Concentration Point 2 drains an area of approximately 0.06 acres and generates a 100- year peak discharge of approximately 0.6 cfs. This represents the area that drains from the parking lot directly into Northern Avenue via the driveway entrance. Concentration Point 3 drains an area of approximately 0.17 acres and represents the area west of the building inclusive of the parking lot (this includes approximate 13 parking spaces and the associated driveways). This watershed generates a 100-year peak discharge of approximately 1.7 cfs. Concentration Point 4 drains an area of approximately 0.90 acres and generates a 100- year peak discharge of approximately 8.9 cfs. This watershed drains a portion of the building and the parking lot to the north (this includes approximately 62 parking spaces and the associated driveways). The following table outlines the discharges for the developed. TABLE OF 100-YEAR POST -DEVELOPED PEAK DISCHARGES Concentration L (ft) Lca A h nbw Impervious Soils Drainage 100-year Point (ft) (ft) (%) Area (ac) Discharge (cfs) 1 450 225 23 0.020 90 50%B 1.41 14 50%C 1.1 326 163 20 0.020 90 50%B 0.87 8.6 50%C 12 212 106 7 0.020 90 50%13 0.27 2.7 50%C 1.3 392 196 22 0.020 90 50%B 0.95 9.3 50%C 1.4 104 52 11.3 0.020 50 50%13 0.08 0.7 50%C 1.5 239 120 18 0.035 20 50%13 0.06 1.1 50%C 2 92 46 4 0.020 90 50%B 0.06 0.6 50%C 7 TABLE OF 100-YEAR POST -DEVELOPED PEAK DISCHARGES Concentration L (ft) Lea A h nbw Impervious Solis Drainage 100-year Point (ft) (ft) (%) Area (ac) Discharge (cfs) 3 144 72 4 0.020 90 50%13 0.17 1.7 50%C 4 269 135 8 0.020 90 50%13 0.90 8.9 50%C • Table 2 Developed 100-Year Post -Developed Peak Discharges The hydraulic analysis which will include a discussion on the methods, procedures and assumptions will be included in the drainage structure design section. All the formula coefficients and safety factors applied will be discussed therein. There are minor hydraulic structures proposed for the construction of the new parking lot to convey, span or direct the stormwater runoff. Storm water runoff generated is considered non -regulatory and will be conveyed within the parking lot where the landscape drainage swale located between the existing and the proposed parking lot south of Concentration Point 1.1. Storm water runoff conveyed with in the parking lot will be considered sheet flow with a depth of flow less than 6 inches. All weather access to the parking lot has been provided however there are no habitable structures within proposed development region. All weather access to the existing facility has been previously provided with the approved drainage and development plan. The development of this parking lot will not impede the all weather access. There are no regulatory floodplains located on -site. All the on -site storm water runoff will be conveyed as sheet flow within the parking lot. No further analysis was required. Methods, Procedures and Assumptions The project is located within a critical basin and will be considered a commercial project, and would require the attenuation of the 2-, 10-, 25 and 100-year events to be below the existing conditions. However, if sufficient water harvesting is provided than the project would not need to detain any water at the outlet of the site. It should be noted, that the maximum water harvesting depth is four (4) inches and must dissipated within twelve (12) hours (Refer to Chapter 11 of the Town of Oro Valleys Drainage Criteria Manual). The detention computational methods shall comply with the Pima County Detention/Retention standards for storage volume. Equation 3.4 estimates the required storage volume in acre feet for "On-line" detention without retention. The equation is Vs=(Cw Pt A) / 12 (1-(Qo/Qi)). The developed 100-year Cw was computed as 0.92, the Pt 8 for the 100-year, one -hour storm was computed as 2.78, and the area of the new development was 15,422 square feet or 0.35 acres. The post -developed 100-year peak discharge at Concentration Point 1 was computed as 14 cfs. The same location for the existing conditions was computed as 12 cfs. The anticipated 100-year peak discharge estimated target is approximately 11 cfs. The computed minimum storage volume is approximately 9.015985 acre feet or approximately 696 cu-ft ft.3. Further, the area of the parking lot is approximately 15,422 ft 3 and assuming one half inch of storm water runoff over the entire paved section would generate approximately 643 ft 3. The storage volume will need to be a minimum of 643 ft3 to 696 ft3. Developed Conditions It is proposed that the water harvesting could be provided within the landscaped swale between Concentration Point 1.1 and the northern face of the proposed parking lot. The natural longitudinal slope within this drainage swale is approximately 4.12%. A minimum of two cutoff wall's will be constructed, creating three small water harvesting areas, such that the area in between the cutoff wall's can be depressed a maximum of 4 inches below the top of the cutoff wall and provide the necessary water harvesting for the internal landscaping within the swale. The offsite flow will cascade from one small water harvesting basin to the next until the remaining storm water runoff enters a depressed curb on either side of the entry drive at Concentration Point 1.3. The remaining water will then enter another water harvesting area that will direct the storm water runoff towards Concentration Point 1. Finally, additional small water harvesting area/sediment basin will be provided to the west of Concentration Point 1.4. Based on the area allocated for water harvesting there is approximately 2640 fe, and at 4" deep the maximum volume available is approximately 880 ft3. The final volume will be determined with the final grading. Methods, Procedures and Assumptions It is anticipated that the hydraulic conveyance of stormwater runoff within the development will be conveyed over the streets and within the drainage swale and landscape area. The stormwater runoff will be intercepted from the parking lot via depressed curbs. The depressed curbs at Concentration Points 1.3 and 1.4 were rated in a sump using the weir equation. The weir coefficient of 2.73 was used with the various lengths for each concentration point. A clogging factor was not used for the depressed curb openings. It was assumed that at Concentration Point 1.2 the weir coefficient of 3.0 was used, as the bottom of the weir has a sharp leading edge. It is assumed that the runoff is still filtering through the TDAM60-PK filter with head on filters. Thus the coefficient of friction is reduced due to the reduction in the direct contact with concrete invert of the weir and a reduced backwater on the opening. The drainage swale was rated as open channel flow. The channel was rated using Hydrocalc Hydraulics for Windows, Version 1.2a, Copyright 1996, prepared by Dodson and Associates, Inc. The channel Manning's n-values assume some landscape vegetation and a value of 0.030, and the slope generated by the fixed elevation of each of the cut off walls. 9 C,,.; ?t A I Developed Conditions A 2 foot depressed curb with six-inch reveal will be used to drain the watershed at Concentration Point 1.4. The 100-year peak discharge is anticipated the approximate 0.7 cfs. The anticipated head will be approximately 0.26 feet. Storm water runoff will be conveyed across the street to an identical depressed curb opening with the same anticipated head. The storm water runoff will then enter the landscape drainage swale where it will coalesce with the storm water runoff from Concentration Point 1.1. The storm water runoff will cascade through the water harvesting basins to Concentration Point 1.3. The total 100- year combined peak discharge is anticipated to be approximately 9.3 cfs. The storm water runoff will be intercepted from the channel via a 10 foot depressed curb with 8 inch reveal. The anticipated head will be approximately 0.49 feet. The storm water runoff will be conveyed across the street to an identical depressed curb opening with the same anticipated head. The storm water runoff will then enter the last water harvesting depression where the velocity will be dissipated and the water conveyed to the southwest. Concentration Point 1.2 will have a filter as discussed within the storm water quality section of the report. The filters are approximately 3.5 inches where a screened gate holds the filters in place. The 100-year peak discharge of approximately 2.7 cfs will be conveyed over the gate within the curbs. The depth of the gate is 0.29' and the head on the top of the grate is 0.32 feet with a total depth of approximately 0.61 feet. It is recommended that an 8 inch reveal curb be used at this location. An earthen landscape drainage swale will be used to convey the runoff the storm water runoff from Concentration Point 1.1 and Concentration Point 1.4. It is anticipated that the concrete cutoff wall will function as the control for the channel with the slope sets by the difference in grades between the cutoff walls. It was assumed that approximate a 12 foot bottom with to the channel would result with four to one side slopes. The resulting depth of flow is approximately 0.21 feet with a flow velocity of approximately 3.4 Us. This would be considered non -erosive and rock riprap revetments not required. The cutoff walls are used to maintain the integrity of the water harvesting basins and will be placed at minimum to 18 inches below the lowest adjacent grade. It is anticipated that the hydraulic conveyance of stormwater runoff within the development will be conveyed over the entry roads, within the parking lot, or earthen channels. The flow surface is protected in the velocity are non -erosive. Landscape revetments may be required, however is not required for erosion abatement. 10 Special Conditions There are no COE section 404 jurisdictional waters located on -site. The parcel is located within an un-shaded Zone X, pursuant to the Federal Emergency Management Agency (FEMA) on the Flood Insurance Rate Map (FIRM) Community Panel No. 04019C 1630 K; Effective dates February 8, 1999. (See Figure 4 in Appendix C) This indicates that the site is located outside a regulatory FEMA floodplain and will not require a detailed study for FEMA. The finished floor elevation will be shown to be a minimum of one foot above the adjacent water surface elevation. Developed Conditions The development of the parking lot will be required to treat the 2-year one -hour storm event for the "First Flush" requirements. This plan recommends the use of the TRITON TDAM60-PK. The manufacturer documentation states that the TDAM60-PK using a REM -FOG filter indicates has an anticipated flow rate is 0.9 cfs, which is greater than the 2-year flow rate of 0.7 cfs. The structure will be adapted to be used within a depressed curb. The maintenance requirements are included in the Appendix B of this report. 11 Conclusion and Limitations The objective of this report was to quantify the magnitude storm water runoff from the existing conditions as well as the post -developed conditions. The design of outlet structures, water harvesting and first flush best management practices were provided within this report. All of the designs comply with the criteria set forth in the Town of Oro Valley Drainage Criteria Manual, 2010 Edition. It is anticipated that the implementation of the hydraulic structures within this report for the post -developed conditions will not adversely affect the off -site structures. It is anticipated that the maximum differential in the 100-year peak discharge will be minimized by the use of the water harvesting basins. It is anticipated that there will not be any phasing of the project. In conclusion the hydraulic structures within the development will not have erosive velocities, that is, the velocities will be less than 5 Us for the hundred year events. The designs of the hydraulic structures have ensured that the water will be controlled within the curbs while on -site. The storm water runoff will be released in the same location and same drainage patterns as the existing condition. ENGINEER'S STATEMENT The drainage concept presented in this Drainage Report assures that drainage affecting the project will be handled in a manner that does not conflict with any federal, state and/or county regulations intended to protect adjacent properties and/or the project itself from adverse impacts during design storm events specified in the current regulations. The design provided within this report, consist of opinions and conclusions by the consulting engineer. The only warranty or guarantee made by the Consultant, In connection with the services performed for this project, is that such services are performed with the care and skill ordinarily exercised by members of the profession practicing under similar conditions, at the same time, and in the same or a similar locality. No other warranty, expressed or implied, is made or intended by rendering such consulting services or by furnishing written reports of the findings. However, any deviation from the above recommendations may nullify the conclusions of this report, as may variations in climatic conditions, vegetation changes, or zoning changes. 12 Drainage Criteria Manual,: Town of Oro Valley, Department of Public Works, 2010 Edition. Zeller P.E., Michael E. Hydrology Manual for Engineering Design and Flood Plain Management within Pima County, Arizona,: Pima County Department of Transportation and Flood Control District, Tucson, Arizona. September, 1979. Drainage and Channel Design Standards for Local Drainage for Flood Plain Management within Pima, County, Arizona:, Pima County Department of Transportation and Flood Control District, Tucson, Arizona. Effective June 1, 1984. Stormwater Detention / Retention Manual:, Pima County Department of Transportation and Flood Control District, City of Tucson. Prepared by: Simons, Li & Associates, Inc. Standards Manual For Drainage Design and Floodplain Management in Tucson, Arizona,: City of Tucson, Department of Transportation, Engineering Division. December, 1989. Zipparro, Vincent J., Hansen, Hans. Davis Handbook of Applied Hydraulics: 0 ed. McGraw-Hill, Inc., Copyright 1993. Prasuhn, Alan L., Fundamentals of Hydraulic Engineering: Holt, Rinehart and Winston. Copyright 1987. Chow, Ven Te, Maidment, David R., Mays, Larry W., Applied Hydrology: McGraw- Hill Publishing Company, Copyright 1988. 13 Appendices 14 HYDROLOGIC DATA SHEET FOR PIMA COUNTY FLOOD PEAK PROCEDURE Pima County Regional Flood Control District it00U f(Mit�l Client PresidioEnpneeriml.LC Preparedby. Bogardus EngineeringLLC Pro ect liame: 551 Magee Road Parldng Lot D ate: 2/25/2011 CencentrationPoir3: I Pre Developed Job I1-001-A-00I1) Watershed Area: 1.4 ac Watershed Type: HighDensityUrbanized Watercourse Data By Reach Reach No. Height(M) Length(Lc) slope Si Basin Factor(Nb) 1 23.0 430 0.0311 .027 Length of Watercourse (Lc): 450 feet LengthtoCen ofGravity(Lca): 225 feet Veg, Cover Type(s): Desert Brush MeanSlope: 0.0511 Weiglded B asin Fac.: 0.027 Veg. Cover Density. 20 gb RETURN PERIOD: 100-years Rainfall Dep ths: NOAAA114s14(901/oUCL)@ Latitude: 32.3510 Longitude:-1109781 )taation: 5 min 0-mi 5-mi 0-mi 60-min 2-hr 3-hr 6=hr 12_hr 24-hr 'ointvalues(iril 0.88 1.35 1.67 224 2.78 3.10 3.26 3.55 3.85 4.51 areal Velues (in) 0.88 1.35 1.67 2.24 2.78 3.10 3.26 3.53 3.85 4.51 Soils D ata Soil Type Percent Curve # (CN) AA. Curve # (CN "9 Runoff. Coef. (C) B 30 83. 87.3 0.565 C 30 88. 91.07 0.674 D 0 0.000 Imn. 36 99. 99, 0.959 Weigided Runoff C oef. (Cw): 0.809 Time ofConcentration: 5.0 min Rainfall Irdensity(r) @ Tc: 10.56 in/hr Runoff Supply R ate (cD @ T c: 8.54 in/ln PEAK DISCHARGE: 12 crs PC-Hydrg Ver5.3.1 Lesser Return Periods Return Period Ratio Qg aA 2-year 0.20 2.4 5-year 0.30 3.6 10-year 0.45 5.5 25-year 0.65 7.9 30-year 0.85 10 15 HYDROLOGIC DATA SHEET FOR PIMA COUNTY FLOOD PEAK PROCEDURE Pima County ReglonalFlood Control District fiWO [O?11Rt)1 Client Presidio Eneineerim LLC Prepared bp. Bogardus Engineering LLC ProjectName: 351 Magee Road Parldng Lot Date: 21251MII ConcentrationPoit : 1.1E Post Developed Job #: 11-001-A-0011) Watershed Area: 0.9 ac Watershed Type: HiEhDensity Urbanized Watercourse Data By Reach ReachNo. Height r Len i Slope Si Basin Factor (Nb) 1 20.0 326 0.0613 .020 Length of Watercourse(Lc): 326 feet Mean Slope: 0.0613 LengthtoCen ofGravity(Lca): 163 feet Weighted BasinFac.: 0.020 Veg Cover Type(s): Desert Brush Veg. Cover Density. 20 RETURN PERIOD: 100-years Rainfall Depths: NOAAAtIas 14 (90% UCL) @ Latitude: 32.3510 Longitude:-I109781 Duration: 5-min 10-min 15-min 30-min 60-min �h 3 hr 6-hr 12_hr 24-hr 'ointValues(ir)1 0.88 L35 1.67 2.24 2.78 3.10 3.26 3.55 3.85 431 Areal Values (in) 0.88 1.33 1.67 2.24 2.78 3.10 3.26 3.55 3.85 431 Soils Data Soil Type Percent Curve # (CN) A0. Curve # (CND Runoff Coef. (C) B 50 83. 87.3 0.565 C 50 88. 91.07 0.674 D 0 0.000 Imp. 90 99. 99. 0.958 Wei gl3ed Runoff C oef. (Cw): 0.924 Time of Concentration: 5.0 min Rainfall Intensity(i) @ Tc: 10.56 1nft Runoff Supply Rate (c) @ Tc: 9.76 in?hr PEAK DISCHARGE: 8.6 cis PC -Hydro, Ver53.1 Lesser Return Periods Return Period Elk Opeek 2-year 0.25 2.1 5-yeer 0.35 3.0 10-year 0.50 4.3 25-year 0.70 6.0 30-year 0.90 7.7 16 HYDROLOGIC DATA SHEET FOR PIMA COUNTY FLOOD PEAK PROCEDURE Pima County Regional Flood Control District R001) (41)t{R0t Client PresidioEneineering•LLC Preparedby. BogardusEngineerinLLC ProjectName: 351 Magee Road Parldng Lot Date: 2/23/2011 ConcentrationPoirb: 2E Post Developed Job#: 11.001-A-00I1) Watershed Area: 0.1 ac Watershed Type: HiFb Densitr Urbanized Watercourse Data By Reach ReachNo. Height i Leneth(L) slope Si B asin F actor (N b) 1 4.0 92 0.0433 .020 Length of Watercourse (Lc): 92 feet Mean Slope: 0.0433 LengthtoCen ofGravity(Lca): 46 feet WeightedBasinFac.: 0.020 Veg C over Type(s): Desert Brush Veg, Cover Density. 20 % RETURN PERIOD: 100-years Rainfall Depths: NOAA Atlas 14 (90% UCL) @ Latitude: 32.3510 Longitude: •1109781 Duration: 3-min 0-mi 15-min 30-min 60-min 2 hr 3 hr 6=tr 12_hr 24-hr 'ointValues(iril 0.88 1.35 1.67 224 2.78 3.10 3.26 3.55 3.85 4.51 Areal Values (in) 0.88 1.35 1.67 2.24 2.78 3.10 3.26 3.55 3.85 4.51 Soils D ata Soil Type Percent Curve # (CN) Al. Curve # (CNn Runoff Coef (C) B 50 83. 87.3 0.565 C 50 88. 91.07 0.674 D 0 0.000 Imp. 90 99. 99, 0.958 Weighted Runoff Coef. (Cw): 0.924 Time of Concentration: 5.0 min Rainfall Irdensity (ri) @ Tc: 10.56 infir Runoff SupplyRate(q)@Tc: 9.76 in/tr PEAK DISCHARGE: 0.6 efs PC-Hydxq %5.3.1 Lesser Return Periods Return Period Ratio QVLA 2-year 0.25 0.1 5-year 0.35 0.2 10-year 0.50 0.3 25-year 0.70 0.4 50-year 0.90 0.5 17 HYDROLOGIC DATA SHEET FOR PIMA COUNTY FLOOD PEAK PROCEDURE Pima County Regional Flood Control District ft�0ff1!tiR01 Client PresidioEnpneeriMLLC Preparedby B opardus Engineering LLC PrcjectName: 551 Magee Road ParldngLot Date: 2/25/2011 C oncentr ati on Poir3: 3E P o st D evetop e d Job #: 11-001-A-001 D Watershed Area: 0.2 ac Watershed Type: High Density Urbanized Watercourx Data By Reach ReachNo. Nei t 0 Len t Slope(Si) BasinFactor(Nb) 1 4.0 144 0.0278 .020 Length of Watercourse (Lc): 144 feet Mean Slope: 0.0278 LengthtoCeri ofGravity(Lca): 72 feet WeightedBasinFac.: 0.020 Veg Cover Type(s): Desert Brush Veg. Cover Density. 20 % RETURN PERIOD: I00-years Rainfall Depths: NOAAAtlasl4(90%UCL)@ Latitude: 32.3510 Longitude:-1109781 Our ati on: 5-min 10-min 15-min 30-min 60-min�t�h 6-hr 1212=hr 2424=hr ?ointVdues(iril 0.88 1.35 1.67 224 2.78 3.10 3.26 3.55 3.85 4.51 Areal Values (in) 0.88 1.35 1.67 2.24 2.78 3.10 3.26 3.55 3.85 451 Soils Data Soil Type P ercent Curve # (CM) A0. Curve # (CN h Runoff Coef. (C) B 50 83. 87.3 0.565 C 30 88. 91.07 0.674 D 0 0.000 Imp. 90 99. 99. 0.958 Weigtd dRunoffCoef.(Cw): 0.924 Time of Concentration: 5.0 min Rainfall Intensity(i) @ Tc: 10.56 inllr Runoff Supply Rate (c)@Tc: 9.76 in/lr PEAK DISCHARGE: 1.7 cfs PC-Iiydeq Ver5.3.1 Leaser Return Periods Return Period Rtio Opeak 2-year 0.25 0.4 5-year 0.35 0.6 10-year 0.50 0.8 25•year 0.70 1.2 30-year 0.90 1.5 i8 HYDROLOGIC DATA SHEET FOR PIMA COUNTY FLOOD PEAK PROCEDURE Pima County Regional Flood Control District ftOf4lfOxTR01 Client Presidio EnpneeriM LLC Prepared by Bogardus Engineering LLC PrcjectName: 551 Magee Road Parldng Lot Date: 2/25f2011 Concentration P oirt: 4E Pr e D evel op e d Job #: 11.001-A-001 D Watershed Area: 0.9 ac Watershed Type: Hig% Density Urbanized Watercourse Data By Reach Reach No. Height(Hi) Len r Slope Si B asin Factor (Nb) 1 8.0 269 0.0297 .020 Length of Watercourse (Lc): 269 feet Mean Slope: 0.0297 LengthtoCen ofGravity(Lca): 135 feet WeigldedBasinFae.: 0.020 Veg Cover Type(s): Desert Brush Veg. Cover Density. 20 % RETURN PERIOD: 100-years Rainfall Depths: NOAA Atlas 14 (90% UCL) @ Latitude: 32.3310 Longitude:-1109781 Duration: 5-min 10-min 15-min 30-min 60-min 2-hr - r 6-1a 12=hr 24-h ?ointValues(ir� 0.28 1.35 1.67 224 2.78 3.10 3.26 3.55 3.85 4.51 Areal Values (in) 0.88 1.35 1.67 2.24 2.78 3.10 3.26 3.53 3.85 4.51 Soils Data Soil Type Percent Curve # (CN) A0. Curve # (CN) Runoff Coef. (C) B 50 83. 87.3 0.565 C 50 88. 91.07 0.674 D 0 0.000 Imp. 90 99. 99. 0.958 Weighed Runoff C oef. (Cw): 0.924 Time ofCorrcentretion: 5.0 min Rainfall Intensity (r) @ Tc: 10.56 in/tr Runoff Supply Rate (c)) @ Tc: 9.76 in/kr PEAK DISCHARGE: 89 efs PC-Hyda; Ver53.1 Lesser Return Periods Return Period Ratio Oneek 2-year 0.25 2.2 5-year 0.35 3.1 10-year 0.50 4.4 25-year 0.70 6.2 30-year 0.90 8.0 19 HYDROLOGIC DATA SHEET FOR PIMA COUNTY FLOOD PEAK PROCEDURE Pima County Regional Flood ContrvIDistrict tlOCt1 tOX{R� Client PresidioEnnineeriMLLC r Preparedby B owdus Engineering LLC PrcjectName: 551 MageeRoadPuldngLot Date: 2/2512011 Concentration Point: 1 Post Developed Job#: 11-001-A-OOID Watershed Area: 1.4 ac Watershed Type: Hi&% Density Urbanized Watercourse Data By Reach ReachNo. Height(Hi) Len i slope Si B asin Factor (Nb) 1 23B 450 0.0511 .020 Length of Watercourse(Lc): 430 feet Mean Slope: 0.0511 LengthtoCen ofGravity(Lce): 225 feet WeigtdedBasinFae.: 0.020 Veg. Cover Type(s): Desert Brush Veg. Cover Density. 20 % RETURN PERIOD: 100-years Rainfall Dep ths: NOAAAdas 14 (90% UCL) @ Latitude: 32.3510 Longitude:-1I09781 )uration: 5-min 0-min 15-min -min0-min 2-hr 3 hr 6=hr 1212=hr 24_hr 'ointValues(i4 0.88 1.35 1.67 224 2.78 3.10 3.26 3.55 3.85 4.51 %real Values (in) 0.88 1.35 1.67 2.24 2.78 3.10 3.26 3.55 3.85 431 Soils Data Soil Type Percent Curve # (CN) AO. Curve # (CN 9 Runoff Coef (C) B 50 83. 87.3 0.565 C 50 88. 91.07 0.674 D 0 0.000 Imo. 90 99. 99. 0.958 Wei ghted Runoff C oef (Cw): 0.924 Time of Concentration: 5.0 min Rainfall lntensity(i) @ To: 10.56 in/tr Runoff Supply Rate (c) @ Tc: 9.76 in/kr PEAK DISCHARGE: 14 efs PC -Hyde Vex5.3.1 Lesser Return Periods Return Period Ratio ORealc 2-year 0.25 3.5 5-year 0.35 4.9 IQ -year 0.50 6.9 25-year 0.70 9.7 50-yeu 0.90 12 20 HYDROLOGIC DATA SHEET FOR PIMA COUNTY FLOOD PEAK PROCEDURE Pima County Regional Flood ControlDistrfct Ft000 ((rt( " Client PresidioEnaneeriMLLC Preparedby: Bogardus EngjneeringLLC Pro ectName: 331 Magee Road Puldng Lot Ddo: 212312011 ConcentrationPoirt: 1.1 PostDeveloped Job #: 11-001-A-00I1) Watershed Area: 0.9 ac Watershed Type: Hidi Density Urbanized Watercourse Data By Reach ReachNo. Heieht(HrO Lena(U) S1 a Si BasinFactor(Nb) 1 20.0 326 0.0613 .020 Lengch ofWatercourse (Lc): 326 feet Mean Slope: 0.0613 LengthtoCea ofOravity(Lca): 163 feet WeightedBasinFac.: 0.020 Veg Cover Type(s): Desert Brush Veg. Cover Density. 20 % RETURN PERIOD: 100-years Rain fall Depths: NOAAAtlasl4(90%UCL)@ Latitude: 32.3510 Longitude:-I109781 )rretion: 5-min 0-mi 15-min 30-mia 60-min �hr 3-hr 6 12-hr 24-hr 'ointValues(ir)1 0.88 1.35 1.67 224 2.78 3.10 3.26 3.55 3.85 4.51 kreel Values (in) 0.98 1.35 1.67 2.24 2.78 3.10 3.26 3.55 3.85 431 Soils Data Soil Type Pere ent Curve # (CN) Ad. Cuve # (CN) Runoff Coef (C) B 30 83. 87.3 0.565 C 50 88. 91.07 0.674 D 0 0.000 Imp. 90 99. 99, 0.958 Weighted Runoff Coef (Cw): 0.924 Time of Concentration: 5.0 min Rainfolllrtensity(i)@Tc: 10.56 irvir Runoff Supply Rate (c) @ Tc: 9.76 inikr PEAK DISCHARGE: 8.6 efs PC -Hydro, Ver5.3.1 Lesser Return Periods Return Period Ratio Opeak 2-year 0.25 2.1 5-year 0.35 3.0 10-ye" 0.50 4.3 25-yeu 0.70 6.0 50-you 0.90 7.7 21 HYDROLOGIC DATA SHEET FOR PIMA COUNTY FLOOD PEAK PROCEDURE Pima County Regional Flood Control District Wa.a lre✓anr Nww..ww: fl000 C{RLTRik 4 a i t Client PresidioEnpneeriMLLC Prepuedby: BogerduslineineeringLLC Project Name: 551 Magee Road ParldngLot Date: 2/2512011 C oncentration Poir3: 1.2 Post Developed Job N: 11.001-A-00I D Watershed Area: 0.3 ac Watershed Type: HiFbDensityUrbenized Watercourse Data By Reach ReachNo. Height(Hi) Len r slope Si Basin Factor (Nb) 1 7.0 212 0.0330 .020 Length of Watercourse(Lc): 212 feet MeenSlope: 0.0330 LengthtoCen. ofGravity(Lce): 106 feet Weighted BasinFec.: 0.020 Veg, Cover Type(s): Desert Brush Veg. Cover Density.. 20 % RETURN PERIOD: 100-years Rainfall Depths: NOAAAtlas 14 (90% UCL) @ Latitude: 32.3510 Longitude:-I109781 Duration: 5-min 10-mi I 5-min 30-min 60-mi 2.ht 3_h1 6_hr 12-hr 24-hr 'ointValues(io 0.88 1.35 1.67 224 2.78 3.10 3.26 3.53 3.85 431 Areal Values (in) 0.88 1.35 1.67 2.24 2.78 3.10 3.26 3.55 3.85 4.51 Soils D ata Soil Type Percent Curve N (CN) Al. Curve 4 (CN) Runoff. Coef. (C) B 50 83. 87.3 0.565 C 50 88. 91.07 0.674 D 0 0.000 Imp. 90 99. 99. 0.938 Weighted Runoff C oef. (Cw): 0.924 Time of Concentration: 3.0 min Rainfell Irdensity(r) @ Tc: 10.56 in/hr Runoff Supply Rate (q) @ Tc: 9.76 in/kr PEAK DISCHARGE: 2.7 cfs iC-Hyda; Ver5.3.1 Lesser Return Periods Return Period Ratio QggnA 2-year 0.23 0.7 5-year 0.35 0.9 10-year 0.50 1.3 25-year 0.70 1.9 30-veu 0.90 2.4 HYDROLOGIC DATA SHEET FOR PIMA COUNTY FLOOD PEAK PROCEDURE Pima County Regional Flood Control District f10(41(UKtR01 4 e 5 S H l f« f SA Client PreadioEneineering.LLC Preperedby. BogudusEngineerinzLLC PrgectNeme: 551 Magee Road Parldng Lot Date: Mll312011 ConcentrationPoirt: 1.3 Post Developed Job #: 11-001-A-0011) Watershed Area: 0.9 ac WatendredType: HipbDenstyMbenized Watercause Data By Reack ReachNo. Hei ght : Len i slope Si BasinFactor(Nb) 1 22A 392 0.0561 .020 Length of Watercourse (Lc): 392 feet Mean Slope: 0.0561 LenghtoCen ofOravity(Lca): 196 feet WeigttedBasinFec.: 0.020 Veg. Cover Type(s): Desert Brush Veg. Cover Density.. 10 95 RETURN PERIOD: 100-years Rainfall Depdw: NOAAA6as 14 (90% UCL) @ Latitude: 323510 Longitude:-1109781 Duration: S-min 10-min I5-min 30-min 60-min 7.}iL L-k ¢fig 12-tr 24-#g PointVdues(ir)1 0.88 1.35 1.67 224 2.78 3.10 326 3.55 3.85 4.51 hrealValues(in) 0.88 1.35 1.67 2.24 2.78 3.10 326 3.55 3.85 431 Soils D ata Soil Type Percent Curve#(CH) AA. Cuve#(CN"9 Runoff Coef. (C) B 30 83. 87.3 0.565 C 30 88. 91.07 0.674 D 0 0.000 Imp. 90 99, 99, 0.958 Weigtted Runoff C oef. (Cw): 0.924 Time of Concentration: 5.0 min Rainfell Idensity (r) @ Tc: 10.56 inthr RuioffSupplyRate (c)@Tc: 9.76 inter PEAK DISCHARGE: 93 efs PC-Hydq Ver53.1 Lesser Retarn Periods Return Period Retio Quuk 2-peer 0.25 2.3 5-year 0.35 3.3 10-year 0.30 4.7 25-peer 0.70 6.5 50• ar 0.90 8.4 23 HYDROLOGIC DATA SHEET FOR PIMA COUNTY FLOOD PEAK PROCEDURE Pima County Regional Flood Control District F10t;t) (t7MIG"�k Client: PresidioEneine&dng.LLC t Preparedby BogardusEngineering LLC ProjectName: 551 Magee Road Parldng Lot Date: 2/2512011 ConcentrafionPoirt.: 1.4 Post Developed Job #: 11-001-A-OOID Watershed Area: 0.1 ac Watershed Type: HighDensitsrUrbanized V%tereourse Data By Reach Reach No. Height(Hi) Len r slope(Si) B asin F actor (N b) 1 3.0 81 0.0370 .020 2 8.3 23 0.3609 .035 Length of Watercourse (Lc): 104 feet Mean Slope: 0.0513 Length toCen ofGravity (Lea): 52 feet Weiglted Basin Fac.: 0.021 Veg. Cover Type(s): Desert Brush Veg. Cover Density 20 % RETURN PERIOD: 100-years Rainfall Depths: NOAAA9as 14 (903o UCL) @ Lefitude: 32.3510 Longitude:-110.9781 )oration: min 0-mi min 30-min 60-min 2hr 3 hr 6-hr 12_hr 24•hr 'ointVdues(in) 0.88 1.35 1.67 2.24 2.78 3.10 3.26 3.55 3.85 4.31 kreal Values (in) 0.88 1.35 1.67 2.24 2.78 3.10 326 3.55 3.85 4.51 Soils Data Soil Type Percent Curve # (CN) Al. Curve # (CN*) Runoff Coef. (C) B 30 83. 87.3 0.565 C 50 88. 91.07 0.674 D 0 0.000 Imp. 50 99. 99. 0.958 Weigl3ed Runoff C oef. (Cw): 0.789 Time of Concentration: 5.0 min Rainfalllydensty(i)@Tc: 10.56 inft Runoff Supply Rate (c)@Te: 8.33 inter PEAK DISCHARGE: 0.7 efs PC -Hydro, Ver5.3.1 Lesser Return Periods Return Period R-al OPeak 2-year 0.25 0.2 3-peer 0.35 0.2 10-yeas 0.50 0.3 25-year 0.70 0.5 30-year 0.90 0.6 24 HYDROLOGIC DATA SHEET FOR PIMA COUNTY FLOOD PEAK PROCEDURE Pima County Regional Flood ControlDistrrct . 1 ,,,.. 110i"t1 CO"RIROt Client PIesidioEnaneerinzLLC Preparedby: BoguclusEngineerinLLC PrcjectName: 551 Magee Road Parldng Lot Date: 2125l2011 C oncentr ati on P oird: 1.5 Post Developed Job #: 11-001-A-001 D Watershed Area: 0.2 ac Watershed Type: HiFb Density Urbanized Watercourse Data By Reach Reach No. Height(Hi) Len Slope Si B asin Factor (Nb) 1 8.0 205 0.0390 .035 2 10.0 34 0.2941 .035 Length of Watercourse(Lc): 239 feet Mean Slope: 0.0472 LengthtoCen ofOravity(Lca): 120 feet WeigkdedBosinFac.: 0.035 Veg Cover Type(s): Desert Brush Veg. Cover Density. 20 % RETURN PERIOD: 100-years Rainfall Depths: NOAAAdas 14 (909'o UCL) @ Latitude: 32.3310 Longitude:-1109791 )uration: mi -mi 5-mi 30-min 60-mi 2-h 3-hr 6- hr 12-hr 24_hr 'ointValues(i4 0.88 1.35 1.67 2.24 2.78 3.10 3.26 3.55 3.85 4.51 kneel Values (in) 0.88 1.35 1.67 2.24 2.78 3.10 3.26 3.53 3.85 4.51 Soils D ata Soil Type Percent Curve # (CN) Ad. Cuve # (CN n Runoff Coef. (C) B 30 83. 87.3 0.563 C 50 88. 91.07 0.674 D 0 0.000 Imp. 20 99. 99. 0.938 Weighted Runoff C oef. (Cw): 0.687 Time of Concentration: 5.0 min Rainfall Intensity(i) @ Tc: 10.56 initr Runoff Supply Rate (q) @ Tc: 7.26 inlhr PEAK DISCHARGE: 1.1 cfs PC -Hyde Ver53.1 Lesser Return Periods Return Period Ratio QRt* 2-year 0.10 0.1 5-year 0.23 0.3 10-year 0.35 0.4 25-year 0.55 0.6 30-year 0.75 0.8 25 HYDROLOGIC DATA SHEET FOR PIMA COUNTY FLOOD PEAKPROCEDURE Pima County Re&xal Flsed Control Distr-let ROO (1#11m Client PreadioEneineerimLLC Preparedby. BoaerdusEneineerinzLLC Prcjectllame: 551 Magee Road Parldng Lot Date: 2/23/2011 C oncentration Poirt: 2 Post D eveloped Job #: I1.001-A-001 D Watershed Area: 0.1 ac WatersheclType: Hidi Density Urbanized Waiezvourse Data By Reach ReachNo. Height(Hi) Len r slope Si B &sin Factor (Nb) 1 4.0 92 0.0435 .020 Length of Watercourse(Lc): 92 feet Mean Slope: 0.0435 Length toCen.ofGravity (L.ca): 46 feet WeightedBasinFac.: 0.020 Veg,CoverType(s): Desert Brush Veg. Cover Density. 20 % RETURN PERIOD: 100-years Rain allDepths: NOAAAflasl4(90%UCL)(d Latitude: 32.3510 Longitude:-1109781 Dantion: S min 10.min LS-min 30-min 0 mi §:k 12_tr 24_hr PointVelues(ir)) 0.88 1.35 1.67 2.24 2.78 3.10 3.26 3.55 3.85 4.51 Areal Values (in) 0.98 1.35 1.67 2.24 2.78 3.10 3.26 3.55 3.85 4.51 Soils D ata Soil Type Pere ent Curve #(CH) AA. Curve #(CN) Runoff Coef(C) B 50 83. 87.3 0.563 C 50 88. 91.07 0.674 D 0 0.000 Imp. 90 99. 99. 0.958 Wei gtt:edRunoff Coef. (Cw): 0.924 Time ofConcentretion: 5.0 min Rainfall Iriensity(r)@Tc: 10.56 in/tr Runoff Supply Rate (cD @ Tc: 9.76 irV r PEAK DISCHARGE: 0.6 efs PC-Hydq Ver53.1 Lesser RetrrnPerlsds Return Period Rntio Qynk 2-year 0.25 0.1 5-year 0.35 0.2 10-year 0.50 0.3 25-year 0.70 0.4 50-Veu 0.90 0.5 26 HYDROLOGIC DATA SHEET FOR PIMA COUNTY FLOOD PEAK PROCEDURE Pima County Regional Flood Control District n.. iar+r.srw R000 (ONiROR arr� Client PresidioEneineesimLLC Preparedby. BowdusEneineerinzLLC PrcjectName: 551 Magee Road PerldngLot Date: 2123/Mll C oncentration Point: 3 Post D evdoped Job #: 11-001-A-001 D Watershed Area: 0.2 ac WatersheciType: High Density Urbanized Wateresurm Data By Reach ReachNo. Hei ght s Lena(Li) slope Si Basin Factor (N b) 1 4.0 144 0.0278 .020 Length of Watercourse (Lc): 144 feet Mean Slope: 0.0278 LengthtoCen of0ravity(Lca): 72 feet WeigtdedBasinFoc.: 0.020 VegCoverType(s): Desert Brush Vag.0over Density. 20 % RETURN PERIOD: 100-years Rainfall Dep ths: NOAAAdasl4(90%UCL)@ Latitude: 32.3510 Longitude:-1109781 Duration: 3-min 10-min 13-min 30-min 60-min 2-k 3j-t ¢k 1Z;hL 2�b[ PointVdues(ir) 0.88 1.35 1.67 224 2.78 3.10 326 3.55 3.85 431 Areal Values (in) 0.88 1.35 1.67 2.24 2.78 3.10 3.26 3.55 3.85 4.51 Sells Data Soil Type Percent Crave # (CN) A& Curve # (CN"') Runoff Coef. (C) B 30 83. 87.3 0.565 C 30 88. 91.07 0.674 D 0 0.000 Imo. 90 99. 99. 0.938 Weighed Runoff C oef. (Cw): 0.924 Time ofConcentratien: 5.0 min Rainfall Intensity(i)(d Tc: 10.56 iror Runoff Supply Rate (c) @ Tc: 9.76 in/lr PEAK DISCHARGE- 1.7 efs PC-HydA Ver53.1 LesserRetarnPerlods Return Period Ratio 08eek 2-year 0.25 0.4 3-year 0.35 0.6 10-year 0.50 0.8 25-year 0.70 1.2 50-veu 0.90 1.5 27 HYDROLOGIC DATA SHEET FOR PIMA COUNTY FLOOD PEAK PROCEDURE Pima County Regional Flood ControlDistr-ict (100U [ONtRi)1 aryl Client Presidio Engineering, LLC Prepared by Bogardus Engineering LLC PrcjectName: 551 Magee Road Parldng Lot Date: 2/25/2011 Concentration Point: 4 Post D eveloped Job #: 11-001-A-001 D Watershed Area: 0.9 ac WatershectType: HighDensityUrbanized Watercourse Data By Reach Reach No. Height(HI) Len n slope Si BasinFactor(Nb) 1 8.0 269 0.0297 .020 Length of Watercourse (Lc): 269 feet Mean Slope: 0.0297 LengthtoCen ofGraAty(Lca): 135 feet Wei gktedB&sinFac.: OA20 Veg, Cover Type(s): Desert Brush Veg. Cover Density. 20 % RETURN PERIOD: 100-years Rainfall Depths; NOAAAdasl4(90%UCL)@ Latitude: 32.3510 Longitude:-1109781 Duration: 5-min 0-min 5-min -min60-min -h 3 hr 6_hr 12-hr 24-hr ?ointValues(iri) 0.88 1.35 1.67 2.24 2.78 3.10 3.26 3.55 3.85 4.51 Areal Values (in) 0.88 1.35 1.67 2.24 2.78 3.10 3.26 3.55 3.85 431 Soils Data Soil Type Percent Curve # (CN) AA. Curve # (CN") Runoff Coef. (C) B 50 83. 87.3 0.565 C 30 88, 91.07 0.674 D 0 0.000 Imp. 90 99. 99. 0.938 Weighted Runoff C oef. (Cw): 0.924 Time ofConcentration: 5.0 min Rainfall liiensity(r)@Tc: 10.56 inir Runoff Supply Rate (cD @Tc: 9.76 in/tr PEAK DISCHARGE: 8.9 efs FC-Hydq Ver53.1 L ewer Return Perlo as Return Period Ratio Qpenk 2-year 0.25 2.2 3-year 0.35 3.1 10-year 0.50 4.4 25-year 0.70 6.2 30-yeu 0.90 8.0 28 29 CHANNEL CAPACITY AT CONCENTRATION POINT 1.3 TRAPEZOIDAL CHANNEL ANALYSIS NORMAL DEPTH COMPUTATION February 26, 2011 ssasossasssssessassss PROGRAM INPUT DATA DESCRIPTION Flew Rate(cfa)............................................. Channel Bottom Slope(ft/ft)................................ Manning's Roughness Coefficient (n-value). .............. Channel Left Side Slope (horizontal/vertical). ............. Channel Right Side Slope (horizontal/vertical).............. Channel Bottom width(ft)................................... ssssassssssssassssssssssssssssssesassssssssssasss COMPUTATION RESULTS DESCRIPTION ---------------------------------------------------------------- Normal Depth(ft)........................................... Flom Velocity (fps) ......................................... Froude Number ............................................... Velocity Head(ft).......................................... Energy Head(ft)............................................ Cross -Sectional Area of Flom (sq ft)..................•••••• Top Width of Flow(ft)....................................•• VALUE 9.3 0.04 0.03 4.0 4.0 12.0 VALUE 0.21 3.4 1.339 0.18 0.39 2.74 13.7 sssassssssssmasssssssssasssassssasssssssssssessssasssssssssasssasssssssassssssss HYDROCALC Hydraulics for Windows, Version 1.2a Copyright (c) 1996 Dodson 6 Associates, Inc., 5629 FM 1960 West, Suite 314, Houston, TX 77069 Phone:(281)440-3767, Fax:(281)440-4742, Email:softmare@dodson-hydro.ccm All Rights Reserved. 30 CONCENTRATION POINT 1.2 �ti N `.>Am BOGARDUS ENGINEERING, L.L.C. Project Number: 11-001-A-001D Project Name: 551 W. Magee Road Date: Depressed Curb Opening Qt=CxLxH1*5 Where: 2/26/2011 Qt = Total Discharge varies C = Weir Coefficient 3.000 L = Weir Length varies H = Depth of Weir 1 H L 1 Concentration Point Depth of flow L(ft) Hft) Discharge (cfs) 1.2 0.319 5.0 0.50 2.70 Assumed the C= 3.0 as the bottom of the weir is a sharp leading edge and it is assumed that the runoff is still filtering through the TDAM with head on filters. Thus the coefficient of friction is reduced due to reduced direct contact with concrete invert of the weir and a reduced backwater on the opening. The depth of the gate is 0.29' (3.5") and the head on the top of the grate is 0.32', total depth = 0.61'. The depth of the curb is 8" or 0.67'. The depressed curb will contain the entire flow above the TDAM in the event of clogging. 31 BOGARDUS ENGINEERING, L.L.C. Project Number: 11-001-A-001D Project Name: 551 W. Magee Road Date: Depressed Curb Opening Qt=CXLXHI.5 Where: 2/26/2011 Qt = Total Discharge varies C = Weir Coefficient 2.730 L = Weir Length varies H = Depth of Weir L Concentration Point Depth of flow Ljft) HHftj Discharge (cfs) 1.3 0.488 10.0 0.67 9.30 1.4 0.255 2.0 0.50 0.70 32 Revel PwebvwlRewPdN"a0k w:wa Aw .6 w-it- RM 516736 Ix I4e. 457416 3 r � 1..,66G-d 966s. 0-1 Mmr Soud. a ww.a6lmm nv. C.41 - IV I,a.c.s7" P4su s.� o' 4) 557- . P27os R ((93S) 6764676 PR (714) SS7-2676 P. (Y25I 676J676 P; f714) 557-2679 REVEL ENVIRONMENTAL MANUFACTURING, INC. (REM Inc.) FLOW RATES for the TRITON TDAM-PK's FILTERS TRITON TDAM-PK's REM - BFTG` REM - FOG" REM - FOG - BFTG'- FILTERS Flow Rate Flow Rate Flow Rate Model: CFS CFS CFS TDAM6-PK (3.5") 0.2 0.08 0.08 TDAM6-PK (3.5") 0.27 0.11 0.11 TDAM10 - PK 3.5" 0.34 0.13 0.13 TDAM12-PK 3.5" 0.41 0.18 0.18 TDAM15 - PK 3.5" 0.52 0.2 0.2 TDAM18-PK (3.5") 0.62 0.24 0.24 TDAM24 - PK 3.5" 0.83 0.32 0.32 TDAM30 - PK 3.6" 1.04 0.4 0.4 TDAM36 - PK (3.5") 1.24 0.54 0.54 TDAM42 - PK 3.5" 1.45 0.63 0.63 TDAM48-PK (3.5") 1,66 0.72 0.72 TDAM54-PK 3,5" 1.87 1 0.81 1 0.81 TOAM60 - PK (3.5") 2.08 0.9 0.9 TDAM66 - PK 3.5" 2.29 0.99 0,99 TDAM72-PK (3.5") 2.5 1.08 1.08 Notes: REM - BFTG: Bioflex (BFTG) Media is designed to capture debris, trash and sediment while sustaining very high treatment rates. Mesh density of 3.5 ounces per square foot minimizes occlusion and blinding while capturing 100% of particles at 5mm or greater in size. REM - FOG: The FOG media Is housed in a mono -filament weaved geotextile containment pack. FOG media effectively encapsulates liquefied petroleum hydrocarbons (Fats, Oils & Grease including animal fats). It's highly hydrophobic characteristic allows for increased polish of flow resulting in the reduction of Total Suspended Solids (TSS). TSS reduction includes (but is not limited to) debris, trash sift sediment and agglomerated heavy metals. • REM-FOG-BFTG: Media configuration utilizes both BFTG and FOG media strategies. The BFTG Media serves as a pre-screen to treat for larger debris, trash and sediment, while the FOG media pack captures fine suspended solids and liquefied hydrocarbons. The area above each TDAM-PK should be designed to allow an opening between the top of the filter and the bottom of the grate or structure. This opening has been designed to allow for larger stone events to bypass the TDAM-PK unobstructed, when needed. REM technical support is available to assist with TRITON Series filter configurations, media strategies and customization of models. 33 Asa Revel Envimmmentd Mangamningina alaen>nWVrmmm (890 5264736 IUc Km 957410 Nord= CaOFornia soudwe CIMMIa 960-B DaralrArenue California 94518 2110 South Grand Avenue SantaAna, California 92705 REMConcord, wwa CMfib nram P: (925) 676-4736 P. (925) 676-a676 P: (7M 557-2676 Pi (71Q 557-2679 TRITON Service Procedures: Procedure listing for inspections and maintenance: On site Procedures: 1) Secure area (Traffic and Pedestrian Control, cones etc.) 2) Clean surface area immediate around each catch basin. 3) Unlock grates, pull and set aside. 4) Clean grates, remove litter and debris that may be trapped within grate. 5) Inspect perimeter gasket system of filter, making sure no flows are bypassing Filter, repair if needed. 6) Remove (VAC) debris that has been trapped in trough area. Dispose of in accordance with local, state, and federal regulatory agency requirements). Most debris that is captured will fall into non -hazardous waste and disposed of accordingly. 7) Visually inspect and check condition of trough area. 8) Inspect each filter's media condition. The removable MediaPak can be easily viewed to determine the media's condition. When the normally white colored media turns black, the media should be changed. When service requires the replacement of the filter media, a separate container will be used for the spent media. The media that is removed is then disposed of in accordance with local, state, and federal regulatory agency requirements). 9) Replace grate and lockdown. 10) Secure and date weatherproof lock -out tags. 11) Number filtration unit on site map for tracking and pin -pointing problem areas. 12) Report any concerns or improvements regarding specific filter system on report. 13) Un-secure area for traffic control. 14) Write up service report. 960-B Detroit Ave. Concord CA 94518 PH: (888) 5264736 FAX: (925) 676-8676. • Figure 1- Location Map..........................................................4 • Figure 2- 2010 Aerial Photograph........................................36 • Figure 3- FIRM Panel 04019C 1610K................................37 • Figure 4- Soils Map..............................................................38 • Figure 5- Pre -developed Floodplain Map ...........................39 • Figure 6- Drainage Concept................................................40 • Figure 7- Detail Sheet...........................................................41 • Figure 8- TRITION TDAM60-PK Detail...............................42 35 J (: ry SCALE 1 : 1,200 r IOU 0 100 2011 Jm FEET • Figure 2- 2010 Aerial Photograph to Si m w V APPROXIMATE SCALE IN BEET 1000 0 10co NATIONAL FLOOD INSURANCE PROGRAM FIRM ROOD INSURANCE RATE MAP PIMA COUNTY, ARIZONA AND INCORPORATED AREAS " PANEL 1630 OF w l SC[ MA{ N:(% Rt1C:G 41)T M1 N {:), v � 0 2 � J{n/ N•Y WA'B 4 �.v�f� S.aYn . ty p If rya•(^. s+:'a5 WA'i lU a 2 W ' 0 a U il� ORAT D AREAS a (l i� 040073 ZONE X MAP NUMBER04019CIG30 K z a ( RW8199FEBUARY 935 `I !iist III Federal Emergency Mangment Agency � Thin a an oMcLai oDPy of; portion of the above referenced hood map. n ms extracted uang F44T Verson 1.0. hrs map does not retied changes or amendments whiM may have been marls ue "fteqnt to the date on the hoe block. FuVW {nformn Flomaurarax ati ..A National Flood Program flood hazard maps s a dable at wvw fema gov/-W%d Ase (L1! 12S^m11VMbA atfrMe aM [rpa Aj • Figure 4- Soils Map KITO TABLE OF 100—YEAR POST DEVELOPED PEAK DISCHARGES CONCENTRATION POINT AREA (ac) 0100 (cfa) 1E 1.41 12.0 1.1E 0.87 8.6 2E 0.06 0.6 3E 0.17 1.7 4E 0.90 g.g LEGEND Concentration Point Flow Direction Watershed Boundary 0, 50, 100, 150, • • Figure 5- Pre -developed Floodplain Map 39 �' -�--- 1 ,O O� 7q� 1L�?�571•//////HH////.dYH//%//Hi9334��i?�/.17Y/HH/ /� ., 400OF .\...: 2556.6 25 8. I I .0 4 2564.5'.8^4S 2581. D 2664.2 562.4 25 8� x • �1.8 2588.5 25 0.4 I x 81.7 2642.7 -• 258 .7 I 2657. 2672.5 - - - 2581`7 2582.3 256 .8 2557.7 C 59.8 ZE x2560.8 25 .l 2556. 2573 9 2558.9 x 4. x 2559.8 2556.4 x 2558.5 2661.7 X 2556.9 x 2155.8 x 2582.8 x 4.3 2556.8 C 1 c x 2659.7 x 2561.5 2556.3 x 2560,4 2554. 25 2 55.4 x 2551.5 x 2551.6 x 2561.7 T n LEGEND TABLE OF 100-YEAR POST DEVELOPED PEAK DISCHARGES Concentration Point r^ Flow Direction CONCENTRATION AREA (cc) Q100 (cfs) POINT Watershed Boundary 1E 1.41 12.0 1.1E 0.87 8.6 2E 0.06 0.6 0' 50' 100' 150' N m m m ) mmoi BOGARDUS PREDEVELOPED WATERSHED MAP ENGINEERING, LLC 17090 S. Vanilla Peak Court 551 MAGEE ROAD C� Vail. AZ 85CAl Phone(520) 572-6530 Fax(=)300-BW PARKING LOT Xldrobgicr H�ar'v.. Enp�re^up BEING A PORTION OF SECTION 21, T-13-S, R-14-E, G.&S.R.M., ORO VALLEY, PIMA COUNTY, ARIZONA N0, REVISION DATE DATE: 800ARDUS PROJECT NO.: SHEET 02/26 2011 11-001-A-0010 1 PRESM PROJECT NO.: OF 1" = 50' 110025-02 2 3E 0.17 1.7 4E 0.90 g.g TABLE OF 100—YEAR POST DEVELOPED PEAK DISCHARGES CONCENTRATION POINT AREA (oc) 0100 (cfs) 1 1.41 14.0 1.1 0.87 8.6 1.2 0.27 2.7 1.3 0.95 9.3 1.4 0.08 0.7 1.5 0.15 1.1 2 0.06 0,6 ��� I 0 - .00 on, 71 t I g o a� 2 11.3 i 1.2 1;S LEGEND concentration Point Flow Direction Watershed Boundary 0. 50' 100' 150, r EpIIIHIIIIN IlE Kat m" 551 MAGEE ROAD w..wam® rpmtsw oc � rarmw a snot xt, i-toa wt a.s��. as wuv rw mnn .voeaw ox tt ttw�t-raio� 1 P - w' noon-d 2 DRAINAGE CONCEPT PARKING LOT . Figure 6- Drainage Concept 40 o I I � - �I 77"ITT-F 2556.8 25 8. I I .8 4 2564.5�023 mi. O 2564.X x 2 8� _ s62.a.4' • x 25 8.6 25 0.4 x 61.7 2602.7 �5 1'9 256 .7 x k 3 Y'" 2572.5 - - - - x x 2582.3 2561.7 256.8 2557.7 1 .1 x 2560.8 2 .1 2556. .ram xL361.1 1.4 2673.9 I 1.3 25589-- -- - 4 2559 8 2558.5 2561.7 x x 2 55.8 256 1.2 x 2582.8 4.3 556,8 I x x2 f0.7 x261.5 66 t cc,, [ V. 2554. 2x e x 56,4 x 2551.5 x 2551.6 ° ' x 2551.7 LEGEND TABLE OF 100-YEAR POST DEVELOPED PEAK DISCHARGES 1'1' Concentration Point -' Flow Direction CONCENTRATION AREA (ac) Q100 (cfs) POINT Watershed Boundary 1 1.41 14.0 1.1 0.87 8.6 1.2 0.27 2.7 0' 50' 100' 150' 1.3 0.95 9 .3 1.4 0.08 0.7 1.5 0.15 1.1 2 0.06 0.6 N ,�,NF� BOGARDUS DRAINAGE CONCEPT 3 0.17 1.7 a ENGINEERING, LLC 17090 S. Vanilla Peak Court Vail, AZ 85641 551 M AGEE ROAD 4 0.90 8.9 C� Phone (520) 572-6530 Fax (520)3008044 PARKING LOT Hytlrobpb I Hytlraut EnPMgiq BEING A PORTION OF SECTION 21, T-13-S, R-14-E, G.&S.R.M., ORO VALLEY, PIMA COUNTY, ARIZONA R0 NO. REMION DATE DATE: 800A4 PROJECT NO.: SHEET 02/26 201 1 11-001-A-001 D 1 PP.NO.: OF 1" = 50' 110025-02 2 Notes: O5' Depressed Curb, 8" Reveal OTRITON TDAM60—PK, Height 3.5" or equivalent O10' Depressed Curb opening, 8" Reveal O2' Depressed Curb Opening OCutoff Wall (Check Dam) set 4" above Upstream Grade OWater Harvesting Area, Total Volume between All Basins 643 cu—ft Volume of Each Basin To Be Determined By Grading Plan OConcrete Header, 12" Wide, Depth 18" Below Lowest Adjacent Grade O8" Reveal Curb O6" Reveal Curb O �..pomma� tiWml>meM 0' 30' 60' 90' 1 ryIIHGE IgTE ] 4/1' • Figure 7- Detail Sheet 41 Y, DETAILS 551 MAGEE ROAD PARKING LOT iV U A M Cn N On Cn 0 N 01 �1 X x N xco .2 to x 1 2 p 6 x� W — r 3 'N cn x N —N 3 Cn Cn xP - 6 N 6 7 -- --,' x u N x10 _ ° C— CD - P CJR --- — 6 03 N x o N A iI � N Cn 9 4 x o to _--- -z-- ro CJn 0 .. . ----- - --�' .6 X co N o N a' N X Ul [.1 Cil N x W N Notes: 0.5' Depressed Curb, 8" Reveal 02. TRITON TDAM60—PK, Height 3.5" or equivalent 03.10' Depressed Curb opening, 8" Reveal G)2' Depressed Curb Opening G)Cutoff Wall (Check Dam) set 4" above Upstream Grade 06 Water Harvesting Area, Total Volume between All Basins 643 cu—ft Volume of Each Basin To Be Determined By Grading Plan OConcrete Header, 12" Wide, Depth 18" Below Lowest Adjacent Grade (D8" Reveal Curb 09 6" Reveal Curb Z �����, BOGARDUS ENGINEERING, LLC 17090 S. VaniBa Peak Cow[ Vail, AZ MU1 Phone (520) 5725530 Fax (520) =0 80" Ny6obpC/ Nytlnu4 EnPrMp 0' 30' 60' 90' 11Qx 1 CHANGE NOTE 2 4/1 DETAILS 551 MAGEE ROAD PARKING LOT BEING A PORTION OF SECTION 21, R-14-E, G.&S.R.M., ORO VALLEY, P61A COUNTY, ARIZONA 90GMMU5 PROJECT NOW SHEET 126 2011 11-M-A-0010 2 0 I" - 30' 110025-02 2 N TRITON TDAM-PK'sTM (Designed for Parkway Drains) REM Inc. (888) 526-4736 Parkway Drains Drain exits into street ----------�— Curb Flow from parking lot TDAM-PK'STM Mounting Brackets may also be concealed an inside walls STANDARD FEATURES: • Filter frame shag be made of Type 304 Stainless Steel, bottom and side plates to be 20ga., Type 304 Stainless Steel. • Removable lop shall be made of High Impact Polystyrene Plastic, with U.V. inhibitors. Made from over 40% recycled plastic. • The exterior cage of the cartridges shall be made of 8 gauge stainless steel Type 304. having 2" square welded openings. • Filler media cartridges are easily removed from units for easy maintenance. • Filler design requires storm events to be filtered through Media Pak. This prevents flows from bypassing Media Pak, which filters out hydrocarbons and other pollutants. • Disposable Cartridge Media Pak's are constructed from durable geo- textile polypropylene fabric. • Media is non -hazardous, per EPA and OSHA standards. • Please refer to manufacture's recommendations for an approved maintenance program. Removable .. for Media -Pak access Removable W,07_ r—t Removable Media -Pak Stainless Steel Housing END VIEW STANDARD DIMENSIONS (CUSTOM SIZES AVAILABLE UPON REQUEST) MODEL NO. A B C TDAM12-PK 11.5- 3.5" 1.5" TDAM18-PK 17.5" 3.5" 1.5" TDAM24-PK 23.5" 3.5" 1.5" TDAM30-PK 29.5" 3.5" 1.5" TDAM36-PK 35" 3.5" 1.5" TDAM42-PK 41" 3.5" 1.5" TDAM48-PK 47" 3.5" 1.5" TOAM54-PK 53" 3.5" 1.5" TDAM60-PK 59" 3.5" 1.5" TDAM66-PK 65" 3.5" 1.5" TDAM72-PK 71" 3.5" 1.5" NOTES: TDAM-PKTM model numbers represent Parkway Drains width I.D. sizes. (Example: TDAM24-PK fits into a 24" wide Parkway Drain) The height of the units can be sized larger for higher drains openings it necessary. Most common height tends to be 4" tall, which will also allow for additional overflow within the drain. Custom sizes can also be accommodated, please call our office and allow our staff to help you specify a specific requirement. REM Inc THE DESIGN AND DETAIL OF THIS • DRAWING IS THE PROPERTY OF REM TRITON TDAM-PK-s INC AND IS NOT TO BE USED EXCEPT IN CONNECTION W9TH OUR WORK DESIGN AND INVENTION RIGHTS ARE RESERVED. Patent Pending (Designed for Parkway Drains and other application) PH: (888) 526A736 slzr DRAWN 9Y: OR: RE C.F. Parkway Drains DIMENSIONS ARE IN INCHES UNLESS 114 :1 1 DATE: 5112/2005 1 OF 1 OTHERWISE NOTED. Mr. David Ronquillo Senior Planner .k Town of Oro Valley Development and Infrastructure Services 11000 N. La Canada Drive E -' Oro Valley, 85737 Subject: Development and Infrastructure Services Review Comments, OV1210-19 Presidio Engineering Job No.: 110025-02-0104 Dear Mr. Ronquillo: This letter is in response to the Development and Infrastructure Services review comments on the second submittal of the Revised Site Plan for the above referenced project. Our response to these comments is as follows and has been itemized to be in the same order as the items on the individual comment letters. I. Engineering (David Laws, May 18, 2011) Development Plan The Site Plan has been corrected to show 10' wide curb openings at Concentration Point 1.3, as recommended in the Drainage Report. However, the curb height will remain at 6" as described in the attached letter from Bogardus Engineering dated June 8, 2011. Therefore, in accordance with the above response please find attached one mylar copy of the revised Site Plan and three copies of the June 8, 2011 letter from Bogardus Engineering. Let me know if you have any questions or require additional information. Sincerely, PRESIDIO ENGINEERING, INC. 40JVxW John D. Wood, P.E., LEED-AP PRESIDENT Attachments cc: Jennifer Weiner, Healthcare Realty, w/ attachments Tracy Bogardus, Bogardus Engineering, w/o attachments File w/ attachments K:',PENGVOBSJobs20/0' 110025.02'Correspondence'Lette"s Ll10025.02.SP 2nd Response. 2011.0609. doc 4582 N. 1 ST AVENUE SUITE 120 TUCSON, AZ 85718 TEL 520.795.7255 FAX 520.795.6747 WWW.PRESIDIOENGINEERING.COM o� o �JS ENGI�yV Io Q E 2 Bogardus Engineering, L.L.C: �'I' Hydrologic /Hydraulic Engineer �Hydrdogic / Hydrodk Engine, ng - 17090 S.Vanllla Peak Court Vail, AZ 85641 David Law, P.E. Town of Oro Valley 11000 N. La Canada Drive Oro Valley, Arizona 85737 Phone: (520) 572-6530 E-mail: Tracy@bogardusengineering.com June 8, 2011 SUBJECT: 551 W. MAGEE ROAD DRAINAGE REPORT TOV. OV 1210-19 (Second Review) Presidio Engineering Number: 110025-02 Bogardus Engineering Number: 11-001-A-00ID Dear David, It has come to my attention that the height of the curbs at Concentration Point 1.3 has been decreased due to grading and construction constraints. The approve Drainage Report dated April 2011 recommended an eight (8) inch curb to provide some freeboard and to provide maximum control during turbulent flow. However, the curb has been reduced to six (6) inches. The approved Drainage Report rated the curb opening with a depth of flow of approximately 0.49 feet. During Turbulent flow the water may splash overtop the curb; however the curbs are protected downstream by either a rock riprap splash pad or pavement, therefore, despite the decrease in the height of the curb all of the runoff will be with protected surfaces. Therefore I can support this minor change. If you have any question or comments please feel free to give me a call a 572-6530. L_ 34567 yP TRACY ALLYN BV RRDUS Expires 3/31/2012 Sincerely, racy A. Bogardus P.E. President Bogardus Engineering, LLC 551 W .MAGEE ROAD, PARKING LOT EXPANSION OV 12-10-19 STORMWATER UTILITY, DRAINAGE REPORT COMMENTS FRITZ LAOS March 30, 2011 1. Correct the indicated parcel location from "southwest' to "southeast" in the first paragraph second sentence of the Project Description section. 2. Provide consistent concentration point labeling for the existing conditions flow. There are labeling discrepancies between the text and tables, the existing conditions (Predeveloped Watershed Map), and the PC -HYDRO calculation sheets in the appendices. 3. Clarify the impervious percent for CP 1 as shown in Table 1, page 6 (56%). The PC -HYDRO calculation sheet indicates a value of 90%. 4. Clarify the location of CPs and watersheds 1.4 and 1.3 on the developed (Drainage Concept) map. The delineations are uncertain. 5. Clarify the bottom width of the open channel as described in the second to last paragraph of "Developed Conditions" section on page 10. The text indicates a ten -foot bottom width while the Channel Capacity Concentration calculation sheet on page 30 indicates a 12 foot bottom width. 6. Provide additional first -flush capacity at CP 1.2. The proposed first -flush unit provides capacity for 0.48 cfs while capacity is need to accommodate the 2-yr peak flow of 0.7 cfs. o�o�pllEY ARi2029 t °�viiEo �9� r TOWN OF ORO VALLEY, PLANNING AND ZONING' 11000 N. LA CANADA DRIVE, ORO VALLEY AZ 85A7- ". PHONE: (520) 2294800 FAX: (520) 742-1022 www.orovalleyaz.gov APPLICATION FORM OV Case # (Office Use Only): Application Type/Reason for request: Revised Site Plan A. Applicant Name: Healthcare Realty (Jennifer Wiener) Engineering Firm: c/o Presidio.Engineering Address: 4582 N. 1 st .Avenue #120 City: Tucson State: AZ Zip: 85718 Telephone: 520-795-7255 Fax: 520-795-6747 Email: tanya((upresidioengineei•ing.com B. Property Owner (s), if more than one owner, attach list Name: Firm: HR Acquisition 1 Corp. Address: 3310 West End Avenue, Suite #700 City: Nashville State: TN Zip: 37203 Telephone: 615-269-8172 Fax: Email: Subject Property Parcel/Tax Code: 225-50-0040 Legal Description/Property Address: 551 W. Magee Road. Tucson, AZn Area of property: 2.31+/- acres Existing Zoning: R-S Proposed Zoning: R-S Is Proposed Zoning in conformance with General Plan designation? [ ] NIA [x] Yes [ ] No General Plan Designation: growth area Existing Land Use: Professional Office/Clinic Proposed Land Use: Professional Office/Clinic 0. Previous Applications Relating To This Property Condition Use Permit Rezoning Board of Adjustment GP Amendment Plat/Development Plan Architecture 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. �r 3 /9/7-0// / Q DateC>\J` Signature Revised 11-20-08 Title No.: FNT1100807 APPLICATION FOR THE ISSUANCE OF CONDITION OF TITLE REPORT Applicant is in the process of investigating the Ownership of and defects, liens and encumbrances against an Interest in Land. As a component of that investigation, Applicant hereby requests the Company to. furnish Applicant with a Report based upon the hereinafter defined Title Instruments, which Report will disclose the Ownership of and defects, liens and encumbrances against the hereinafter identified Interest in the hereinafter described Land. Applicant does not at this time need nor desire the benefit or protection afforded by a Policy of Title Insurance. The Report provided will be solely for the purpose of facilitating Applicant's investigation and for the sole use and benefit of Applicant and may not be used or relied upon by any other party. 1. The following terms when used in the Application and the Report shall mean: a. Applicant - The party or parties who have executed this Application and who are named in the Report. b. Company - The Title Insurance Company making the Report. C. Report - Condition of Title Report. d. Land - The real property described in the Application. e. Interest - The Estate in the Land described on the Application. f. Ownership - The Vesting of title to the Interest identified in the Application. g. Title Instruments: 1. Documents recorded in the Office of the County Recorder of the County in which the land is located reviewed by the Company to facilitate the Company's issuance of title insurance policies excluding therefrom, however, any documents pertaining to (a) unpatented mining claims, (b) patents, (c) water rights, claims or title to water, (d) the lease, grant, exception or reservation of minerals or mineral rights. 2. Documents, obtained by the Company to facilitate the issuance of title insurance policies, relating to the payment of Real Estate Taxes levied on the Interest in the Land excluding therefrom, however, any special assessments which are not collected by the Tax Collector for the County in which the Land is located. 2. The Land is described as follows: 3. The Interest in the Land is a: a. Fee b. Leasehold created by C. Other 4. Applicant specifically instructs the Company to set forth in the Report only the Ownership of and defects, liens and encumbrances against the Interest in the Land as disclosed by the Title Instruments. Applicant understands that during the course of preparing the Report, the Company may become aware of other matters pertaining to the Land or other Interests therein. Even if the company knows or would have reason to know Applicant may have an interest in these other matters, Applicant imposes no duty or responsibility on the Company to disclose those matters to Applicant either through the Report or otherwise. 5. BY THE EXECUTION AND SUBMISSION OF THIS APPLICATION TO THE COMPANY, APPLICANT ACKNOWLEDGES AND AGREES: a. That the Company's sole obligation under the Report, and this Application, shall be to set forth the Ownership of and defects, liens and encumbrances against the Interest in the Land as disclosed by the Title Instruments. FOAZ0869.rdw Condition of Title Report Title No.: FNT1100807 APPLICATION FOR THE ISSUANCE.OF CONDITION OF -TITLE REPORT (Continued) b. That the Company shall not be obligated under this Report to pay costs, attorneys' fees, or expenses incurred in any action, proceeding, or other claim brought against Applicant. C. That the Report is not an abstract of title, title opinion, preliminary report or commitment to issue title insurance. d. That the Company's liability under. the Report for an error or omission is, as stated below, limited and that if Applicant desires that the Company assume additional liability, a Policy of Title Insurance, Binder, Commitment, or Guarantee should be requested. e. That Applicant shall have no right of action against the Company, whether or not based on negligence, except under the terms and provisions of, and subject to all limitations of this Application and. the Report. f. That the Report is not valid and the Company shall have no liability thereunder unless this Application is attached thereto. LIMITATION OF LIABILITY APPLICANT RECOGNIZES THAT IT IS EXTREMELY DIFFICULT, IF NOT IMPOSSIBLE, TO DETERMINE THE EXTENT OF LOSS WHICH COULD ARISE FROM ERRORS OR OMISSIONS IN THE REPORT. APPLICANT RECOGNIZES THAT THE FEE CHARGED IS NOMINAL IN RELATION TO THE POTENTIAL LIABILITY WHICH COULD ARISE FROM SUCH ERRORS OR OMISSIONS. THEREFORE, APPLICANT UNDERSTANDS THAT THE COMPANY IS NOT WILLING TO PROCEED IN THE PREPARATION AND .ISSUANCE OF THE REQUESTED REPORT UNLESS THE COMPANY'S LIABILITY IS STRICTLY LIMITED. APPLICANT AGREES WITH THE PROPRIETY OF THIS LIMITATION AND AGREES TO BE BOUND BY ITS TERMS. THIS LIMITATION IS AS FOLLOWS: APPLICANT AGREES, AS PART OF THE CONSIDERATION FOR THE ISSUANCE OF THIS REPORT, THAT THE ' COMPANY SHALL BE LIABLE TO APPLICANT UNDER THIS REPORT SOLELY BY REASON OF AN ERROR OR OMISSION BY THE COMPANY IN FAILING TO SET FORTH THE OWNERSHIP OF AND DEFECTS, LIENS AND ENCUMBRANCES AGAINST THE INTEREST IN THE LAND AS DISCLOSED BY THE TITLE INSTRUMENTS, WHICH ERROR OR OMISSION BY THE COMPANY HAS CAUSED LOSS TO THE APPLICANT; AND THEN THE LIABILITY SHALL BE A ONE-TIME PAYMENT TO APPLICANT OF FIVE THOUSAND DOLLARS ($5,000.00). ACCORDINGLY, APPLICANT REQUESTS THAT THE REPORT BE ISSUED WITH THIS.LIMITATION AS A PART OF THE CONSIDERATION THAT APPLICANT GIVES THE COMPANY TO PREPARE AND ISSUE THE REPORT. APPLICANT CERTIFIES THAT HE HAS READ AND UNDERSTOOD ALL OF THE TERMS, LIMITATIONS AND CONDITIONS OF THIS APPLICATION. EXECUTED THIS day of , (This Application must be signed by the Applicant or an agent representing the Applicant.) APPLICANT: Print or Type Name Signature AGENT FOR APPLICANT: Print or Type Name FDAZO869.rdw MAILING ADDRESS: Telephone MAILING ADDRESS: Condition of Title Report Y r FDAZ0869.rdw Title No.: FNT1100807 APPLICATION FOR THE ISSUANCE OF CONDITION OF TITLE REPORT (Continued) Signature Telephone Condition of Title Report I is FIDELITY NATIONAL TITLE INSURANCE COMPANY Title NO.: I-N 111UUM/ CONDITION OF TITLE REPORT FIDELITY NATIONAL TITLE INSURANCE COMPANY, a California corporation, herein called the Company, SUBJECT TO THE TERMS, LIMITATIONS AND CONDITIONS OF THE APPLICATION FOR THIS CONDITION OF TITLE REPORT, WHICH APPLICATION, OR COPY THEREOF, IS ATTACHED HERETO AND MADE A PART HEREOF REPORTS To the party named in Schedule A, that as disclosed by the Title Instruments, the ownership of and the defects, liens and encumbrances against the Interest in the Land are as shown in Schedule B. Any claim or other notice to the Company shall be in writing and shall be addressed to the Company at the issuing office or to: Fidelity National Title Insurance Company Claims Center P. 0. Box 45023 Jacksonville, FL 32232-5023 Attn: Claims Administration THIS REPORT IS NOT VALID AND THE COMPANY SHALL HAVE NO LIABILITY HEREUNDER UNLESS THE APPLICATION REFERRED TO ABOVE, OR COPY THEREOF, IS ATTACHED HERETO. FOAZ0137.rdw By: ATTEST President Secretary condition of Title Report CONDITION OF TITLE REPORT SCHEDULE A Fee: Date of Report: February 10. 2011 at 07:30 AM 1. Name of Party: Fidelity National Title Group 2. The Interest referred to in the Application is: A Fee 3. The Land referred to in the Application is described as follows: SEE EXHIBIT "ONE" ATTACHED HERETO AND MADE A PART HEREOF FDAZ0138.rdw Title No.: FNT1100807 Reference No.: Condition of Title Report 94 Title No.: FNT1100807 LEGAL DESCRIPTION EXHIBIT "ONE" The land referred to in this report is described as follows: That portion of the Northwest quarter of Section 36, Township 12 South, Range 13 East of the Gila and Salt River Base and Meridian, Maricopa County, Arizona, more particularly described as follows: BEGINNING at the Northwest corner of said Section 36; Thence South 00 degrees 00 minutes 47 seconds West along the West line of said Section 36, a distance of 30.00 feet of the South right-of-way of Magee Road and being the TRUE POINT OF BEGINNING; Thence South 86 degrees 16 minutes 11 seconds East along said South right-of-way line as established by Deeds recorded in Docket 546, Pages 152 through 159, inclusive, records of Pima County, Arizona, a distance of 271.23 feet; Thence South 00 degrees 00 minutes 47 seconds West parallel with and 270.66 feet East of the West line of Section 36, a distance of 473.98 feet; Thence South 89 degrees 59 minutes 29 seconds West, parallel with the North line of Section 36, a distance of 270.66 feet to a point on the West line of Section 36; Thence North 00 degrees 00 minutes 47 seconds East along the West line of Section 36, a distance of 491.66, feet to a point, said point being the TRUE POINT OF BEGINNING; EXCEPT any portion as conveyed in Docket 6234, Page 620, records•of Pima County, Arizona. FDAZ0139.rdw Condition of Title Report C g Title No.: FNT1100807 CONDITION OF TITLE REPORT SCHEDULE B Fidelity National Title Insurance Company reports that Title Instruments, on the date hereof, disclose: 1. Ownership of the Interest is in the name of:: HR Acquisition I Corporation, a Maryland corporation 2. The following defects, liens and encumbrances (which are not necessarily shown in their order of priority) against the Interest: 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 rights, interests or claims, which are not shown by the public records but which could be ascertained by an inspection of the Land or which may be asserted by 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 matters 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 matters excepted under (a), (b) or ( c) are shown in the public records. 6.' Property taxes, which are a lien not yet due and payable, including any assessments collected with taxes to be levied for the year 2011. 7. Property taxes, including any personal property taxes and any assessments collected with taxes, for the second installment of 2010 Taxes. 8. Liabilities and obligations imposed upon said Land by its inclusion within any district formed pursuant to Title 48, Arizona Revised Statutes. 9. Easement(s) for the purpose(s) shown below and rights incidental thereto as set forth in a document: Purpose: slope easement Recording Date: February 7, 1980 Recording No: Docket 6212, Page 894 10. Covenants, conditions, restrictions and easements but omitting any covenants or restrictions, if any, including but not limited to those based upon race, color, religion, sex, sexual orientation, familial status, marital status, disability, handicap, national origin, ancestry, or source of income, as set forth in applicable state or federal laws, except to the extent that said covenant or restriction is permitted by applicable law, as set forth in the document Recording No.: Docket 6218, Page 1032 11. . Easement(s) for the purpose(s) shown below and rights incidental thereto as set forth in a document: FDAZ0140.rdw Purpose: access control Recording Date: February 19, 1980 Recording No: Docket 6218, Page 1036 Condition of Title Report. � � 7 Title No.: FNT1100807' SCHEDULE B (Continued) 12. Easement(s) for the purpose(s) shown below and rights incidental thereto as set forth in a document: Purpose: underground electric lines and facilities Recording Date: April 25, 1980 Recording No: Docket 6266, Page 829 13. Covenants, conditions, restrictions and easements but omitting any covenants or restrictions, if any, including but not limited to those based upon race, color, religion, sex, sexual orientation, familial status, marital status, disability, handicap, national origin, ancestry, or source of income, as set forth in applicable state or federal laws, except to the extent that said covenant or restriction is permitted by applicable law, as set forth in the document Recording No.: Docket 12253, Page 1867 14. Intentionally deleted. 15. NOTE: This Condition of Title Report does not address General Index matters (such as proceedings, liens, or decrees), which do not specifically describe said Land: 16. Tax Note: Year. 2010 Tax Parcel No: 225-50-0040 (See Tax Sheets attached.) 3. The following matters are disclosed by name only and the Company, without additional information, Is unable to determine whether any or all of these matters are defects, liens or.encumbrances against the Interest: none FDAZ0140.rdw Condition of Title Report I 'J F. ANN RODRIGUEZ, RECORDER RECORDED BY: JAS DEPUTY RECORDER 8542 PE1 TFNTI COLLEEN BOYD 1 S CHURCH AVE 1700 TUCSON AZ 85701 When recorded, return to: Ms. Colleen P. Boyd QUARLES & BRADY STREICH LANG One South Church Avenue, Suite 1700 Tucson, Arizona 85701 DOCKET: 12253 PAGE: 1885 (� NO. OF PAGES: 5 f SEQUENCE: 20040450364 03/08/2004 d81 Q�e WTDEED 15:48 AFFIDAVIT MAIL AMOUNT PAID $ 12.00 SPECIAL WARRANTY DEED (Magee) For the consideration of the sum of Ten and No/100 Dollars (S10.00) and other valuable consideration, the receipt and sufficiency of which are hereby acknowledged, the undersigned CARONDELET HEALTH NETWORK, an Arizona non-profit corporation ("Grantor"), does hereby convey to HR ACQUISITION I CORPORATION, a Maryland corporation ("Grantee"), the following real property situate in Pima County, Arizona, together with all rights and privileges appurtenant thereto, to wit: SEE SCHEDULE "A".ATTACHED HERETO AND INCORPORATED HEREIN BY THIS REFERENCE. SUBJECT TO the "Permitted Exceptions" on Schedule "B" attached hereto and by this reference incorporated herein. AND THE GRANTOR hereby binds itself and its successors to warrant and defend the title against all acts of the Grantor herein and no other, subject to the matters above set forth. REMAINDER OF PAGE INTENTIONALLY LEFT BLANK QBTUC\99999.99999\145096.1 1 2 5 J s a Pa of 6 02,12412011 9:26 AAA ►" DATED: March _,f4, 2004 CARONDELET HEALTH NETWORK, an Arizona non- profit corporation .r By e%'� ( 2--e. '(2r' Tom Pepping, Senior Vicb 1\esident/CF0 STATE OF ARIZONA ) ) ss. County of Pima ) 4 The foregoing instrument was acknowledged before me this .57A day of March, 2004, by Tom Pepping, the Senior Vice President/CFO of CARONDELET HEALTH NETWORK, an Arizona non-profit corporation, on behalf of that corporation. IN WITNESS WHEREOF, I hereunto set my hand and official seal. My commission expires: 82591 2.DOC/DJK QBTUC\99999.99999\ 145096.1 IM OFFICIAL SEAL MARTHA A. LAVATY NOTARY PUBLIC-ARIZONA PIMA COUNTY Miy Camm. Exp. May 7, 2007 I rti L 2 S 3 Page 2 of 5 02/2412011 9:25 AM SCHEDULE "A" LEGAL DESCRIPTION (Magee) All that real property situate in the County of Pima, State of Arizona, as more particularly described as follows: All of that portion of the Northwest Quarter of Section 36 in Township 12 South of Range 13 East, Gila and Salt River Base and Meridian, Pima County, Arizona, . more particularly described as follows, TO WIT: BEGINNING at the Northwest comer of said Section 36; i THENCE South 00°00'47" West along the West line of said Section 36, a distance of 30.00 feet of the South Right -of -Way of Magee. road and being the TRUE POINT OF BEGINNING of the parcel to be described herein; THENCE South 86116'11" East along said South Right -of -Way line as established by Deeds, recorded in Docket 546, at Pages 152 through 156, records of Pima County, Arizona, a distance of 271.23 feet to a point; THENCE South 00°00'47 West parallel with and 270.66 feet East of the West line of Section 36, a distance of 473.98 feet to a point; THENCE South 89°59'29" West, parallel with the North line of Section 36, a distance of 270.66 feet to a point on the West line of Section 36; THENCE North 00000'47" East along the West line of Section 36, a distance of 491.66 feet to a point, said point being THE TRUE POINT OF BEGINNING, of the parcel herein described. EXCEPT therefrom that portion as conveyed in Docket 6234, Page 620. t 2 2 Assessor's Parcel No.: 225-50-0040 5 3 QBTUC199999.999991145096.1 Page 3 of 5 0224/2011 9:26 AM ti % SCHEDULE"B" (Magee) Permitted Exceptions: 1. Regulations, conditions and restrictions governing use of ground water pursuant to Arizona Revised Statutes 45-101 et. 5eMc . 2. Property taxes, which are a lien not yet due and payable, including any personal property taxes and any assessments collected with taxes to be levied for the year 2004. 3. Reservations, exceptions and provisions contained in the patent from the State of Arizona, and in the acts authorizing the issuance thereof, recorded: Book 196, Page 1, of Deeds conveying caption and more land as follows: Excepting and reserving unto the United States right of way for ditches and canals constructed by their authority. 4. Easement(s) for the purpose(s) shown below and rights incidental thereto as granted in a document: Purpose: slope easement Recorded: Docket 6212, Page 894 Affects: The Easterly .5 feet 5. Covenants, conditions and restrictions (deleting therefrom any restrictions indicating any preference, limitation or discrimination based on race, color, religion, sex, handicap, familial status or national origin) as set forth in the docuient: Recorded: in Docket 6218, Page 1032 6. Easement(s) for the purpose(s) shown below and rights incidental thereto as granted in a document: Granted to: Pima County Purpose: access control 1 Recorded: Docket 6218, Page 1036 2 Affects: The East 5 feet of said land 5 7. Easement(s) for the purpose(s) shown below and rights incidental thereto as granted in a 3 document: 3 Purpose: underground electric lines Recorded: Docket 6266, Page 829 9 ' Affects: I An area as described and as shown on sketch attached in said instrument QBTUC\99999.99999\ 145323.1 Page 4 of 5 02l2412011 9:26 AM 1 M I 8. Any matters arising by reason of the inclusion of captioned property within that property covered by Annexation recorded in Docket 12020, Page 4672 and by other instruments of record. 9. The rights of the following tenant in possession under an unrecorded lease: A. Carondelet Medical Group 10. Matters contained in Declaration of Restrictions and Covenants recorded , 2004, in Docket , Page QBTUC\99999.99999\ 145323.1 V. 1 2 2 5 3 s 9 0 Page 5 of 5 U12412011 9:26 AM h SSESSOR'S ll?,ECORD MAI' P25—�:U SI?(:'PION 3Ei, rl'OI9NSfIIP 1;� �iOU'm, RANGE 1�3 EAST DETAIL i„-6231'"OE20 MACEE ROAD n54E-01s 6545'DI52 _ 50 54' . 45' � (J�i cam, .19Y ;C, 31314' U- aj; O 1s599 V �- - wo nlaa 5A S 224E6' 12456m q'f -\'' '` o 284.11' n' I2b" ,. I 3;19= — — ME DUCHESS PLAZA MX P 1 15/0,210 _ U I v � 1 :7, 111 I 1 NOW - o ! SUI1 FOLK ORACLE I ^y I TITLES CROSSINGS cC61/03JM P 13;018CC I rr i r7 •: sr•s sa." \11�5\L'13C\Ss6 0��]/U`1/IUI1M_. .Y68 :.HOOK If .fdt5G 065 Y.Y'. 0 IUn .100 �00 400 TAX SEARCH REPORT Printed: Thursday, 24 February 2011 09:05 AM Order: FNT1100807 Area Code: 1059 Parcel Number: 225-50-00400 Situs Address: 551 W MAGEE RD Owners Name: HR ACQUISITION I CORP Address: 3310 WEST END AVE 7TH FL NASHVILLE TN 37203 Tax Rate: 12.577 Docket Book: 12253 Recorded: 03/08/2004 Page: 1886 Section: 36 Book: 0 Township:12S Page:0 Range:13E Block: Lot: Legal: S446.47' OF N521.47' OF E225.66' OF W270.66' OF NW4 NW4 EXC SPDRL 2.31 AC SEC 36-12-13 2010 TAXES UPDATED THRU 02/15/2011 Value Ratio Land: $704,284.00 21 % Improvement: $950,186.00 21% Full Cash Value Exemption Net Assessed Land & Impr: $1,654,470.00 $0.00 $347,439.00 Personal Prop: $0.00 $0.00 $0.00 Limited: $1,267,307.00 $0.00 2010 TOTAL TAX = $36,951.53 FIRST HALF INTEREST SECOND HALF INTEREST $0.00 $0.00 $18,475.76 $0.00 NO LIABILITY BACK TAX INFORMATION UPDATED THRU 02/15/2011 ** NO DELINQUENT TAXES FOR THIS PARCEL ** UPDATED THRU DATES: ASSESSMENTS RESOLUTIONS CITY OF TUCSON: 02/15/2011 02/15/2011 ORO VALLEY: 02/15/2011 02/15/2011 PIMA COUNTY: 02/15/2011 02/15/2011 ** NO ASSESSMENTS ** ** NO RESOLUTIONS ** ** NO SOLD ASSESSMENTS ** TOTAL DUE $18,475.76 Page 1 of1 , RAR•G'o Ano SASE• DEED THIS 60ENIURE, MAOE THIS Y Of iiAQeubei , Ib •• , SETSCEN M . LIr2B HEREINAFTER KNOVIR At THE PARTY Or THE FIRST PART AND PIMI. COUNTY, A SMY PGLtTIC;. THe PARTY OF THE SECOND 04RT1 .JITNESSETHI THAT fHE SAID PARTY Or TNC FIRST.PAIIT, SEINa THC SOLE DINER OF TH6 HER;I)IAFf ER OESCRIDCO REAL rROPCRTV,•rOP AMC IN 00MSIDCRATION Or THE BENEr IT1 AC64UINa .. TO 7AID 0ARTY Or TH[ FIRST TART BY THE ESTABLISHMENT Or A PUBLIC HIOI/WAV UPON OR. OVER - THE PREMISE• HEREINAFTER DESCRIBED, AND OTHER VALUADLE coNstocRATIONS, THE RECE4PT WHEPEOF 10 HERNY CONPESEEO #AD ACKN017LE0060,:00[• BY THESE PREC6/T0 S:IROAIN, OEI.L, CONVEY:N AND CONFIRM, UNTO THE SA10 PARTY OF THE MCCONO PART, AND TO IT$ SUCCEDOCIRS %No 1.331 GNI FOR(VCC,, ALL TDEMANDC RIGHT, TITLE, INTEREST, CLAIM. AND DEMAND MUCK THE SAID f-A: !1 O�• THE FIRST PART HAS IN AN-) T'0 TNC FOLLOWING O"ORIAC,C RFAI. ESTGTC .AND PXOPCATY AITUAT ;• IN 10F, COuNTV OV PIMA, SIATF, Of AXIZVNA, TO-WJTI 3eginalnF, at the 'cnmron section corner- of sections 25, 26, 35 & 36, 'G :S'b&':.•; and boing a 1•:oint on the center line of }'agee 'C.oad.ia legally ert_Iblished . ;C.ounty '.'r::r:iT 60 feet.wide; he e sorts: a dais -.tree of 30 feet to a point, said point beirg t': intersection of•the conmon :.,,ctictn line of Sections 35 &.361 ^.1?-S., 'AS] -P.Man, the soul.h > t ;ht-of-stay line -of-:•'a@er•^,oad� ttlence !.ast.along the south right-o�=t,ay li-le of :;ail lsg c ..pad a distance of 195.0 feat to the true �,oint of b-i!inrdng, u4iich point .is and co'_n Ues with the northwest cor•icr of parcel 6 Is •lescrrbod'ir.' look 16Z, of Docicetd at Pa,-e as recorded is 1.h1^ o'f tce:of: a,hc Colntj Recorder. Pima Ccl.nty, State of:`hri^o s; once }'r.et along the Eo:ah -; •ht-of-tray line o saic: l:aree'icoad aheC coihoi.ding tri'.: the :;orth rraccrt; line of slid parcel 6 a'distanre ci 17.5.Q feet to a point, said point beir,; _e t,cr'.he t corner of sal Fr_rcel•6; tlee ooutfi'along a 11^c coin<•iclin� with Chia "nst -ror.ertyj 11ne..of said PcLrcel 6 a d._'an.^_e of 22:9 feet to a point:; thL•nce 11 '06 151 I1011 Jest . 1$ distance of 175:4:feet. to a point; wh_ch point is the '.<T rro;-erty 1.'.: e of said Parcel 6; t enca ':ortl "'along ^airs 'hest 'property 1i.re of Pu. 1 h a distan-•e of 11.4_i t o .he,true.point of bef�inni.:,-, al of which eumn . fses an area of 0.06� Yrore or leas ahcV Is more clearl shown o1 thA a'tached plat. Lseing i•FrtrceI L w113'efi is tb.t parcel of land situirted in and bein a part df the.:;orLlnlest (sstr+ter. of Sec. 36` (1511 sec'. 36) 2.12-5., �.I?-r., c:iP.%rl., i•iafa County, '.state of .irizavi. or 1•:agce ad.right-of=wave A':4. ..iJ" G. TO-H&VE :.NO T1 rOLO TNk SAME, TOGETHER :IITN ALL 440 SINGU,AA THE APPURTCNANCES ANC ., PRt11LCGES THERCUNTO OELONCINO, Off IN ANV11/SC APPE4TA14tNC8 ANO ALL THE ESTATE, 111c14T, TITLE, , INTEREST AND CLAIM WHATIOEVCR, OF THE SAID PARTY OF tHE rtmsr PART, EITHER IN _ LAW OR EQUITY] IN P063CSSION OR EXPECTANCY, TO THE ONkY PROPER USE, BENEFIT AND SEHOof Or. THE SAID PARTY OF THE SECONO PART, ITS SUCCESSORS AND ASSIGNS FORSVER. IN UI MESS VkREOF, THE SAID PARTLOF THE FIRST PART HA A __HEREUNTO SET hi DAY OF. Decembgr 4tYTE :0 "o, IZON1., tt '' /� •1 �, .,THIS IR9TPUUENT WAS ACKNOWLEOGEO� ORE re T413 —�. /DAY OF ., - - Ib► RtR 0.IBB to" EXPI^['�,[v�• uMLta, PIMA COUNTY. i _z—s._.-: :. T-•1��'^=�-�-�--1=` t, DEC 1 � %2 kITEITt 1,00R9VLR LND ACctPTED __, 19 , iFi,,r A!/!� 00A110 or ky COUNTY, WA 0tOR$, PIMA C or THE BOARD OF SV►ERVISORS, PIMA i,RItO A• BGWITY, hRttOnA. 1 546 p4a153 C PAR. 8 37r, e' 0.508 Acro MAG E E ROAD r J`. , ^'CYCLONE FENCE . 0 T PAR 7 L.1elb 0 043. - Acre . 173:41 .7 ......... ..................................... .......... R. 1 3 E. S goo 4000- 1073 56' tile. witmn 'I"MrIbY Ccrilly, t"at d "Ist6me-t :)s Bled tor I'Tcor Is. A. "'U. Pima coonly. stutc of TWO' 7-y c"u,,ty SC,,, ANNA Blowd IFNI O(c. 6 15fi 6ARGAin An0 SALE DEED THIS INDENTURE, MADE THIS DAY 01- Deoa*btr --V III 52 , 0vrwetoo HEREINAFTER ANOBN AB THE PARTY Of THE FIRST PART AMC rllE/• COUNTY, A RMY PM.iCICA THE• PARTY OF THE SECOND ►ARTt 7itTNESSETHt THAT THE SAID PARTY OF THE FIHtT PART, OEINO THE 904E OANER OF THE HERZINAFTFA DESCRIBED REAL PROPERTY, FOR AND IN CONSIDERATION Of THE •CNEFI13 ACCRUIN4 TO RAID PARTY OF THE FIRST PART sY THE EITABLISITYENT OF A PUBLIC HIGHWAY U�ON OR OVER THL PREMt SES HEREINAFTER DESCRIBED, AND CTHER VALUAOLE CCNSIOERATI DNS, THE RECEIPT tNERECF 13 MCRSY CON/ESBEO'AND ACKNOvIL"a E0,., OOEB BY THESE PRESENTS CAHOAIh-r..OELL, - CONVEY, ANO CONFIRM, UNTO THE SAID PARTY OF ormE SECOND PART, ANO TO ITS SUOGESSORS AND .. i3OSIGNS FOREVER, ALL THE IiIOHr, TITLE, INTEREST, CLAIM, AND OEMAhD *NICK TN& SAID PART, OF THE FIRST *ART HAS IN AND TO THE FOLLOWtNa Dr"RCRIPW,O REAL CATATI- ANP PROPF; f.`Ii u1TUAT IN THE COUNTY OF PIUAI STATE Of ARIioNA, TO�W/ITI% `.-epinniii- at. the cor!.on section corner of Sections 25, 26, 35 f: 36', 12-L., aril being a poi.rt on thn center line of t:aCen 1,oad, alepa;_,v e tLt.lisi?ad 'o::nty road, 50 feet iridc; thence Sovth a-dist:Ir.c . of 'of 30 ft. !.o tk.0. true pdi:Tt o Lies i:: : said: point bei.^.e the intnrsecL:110 � .of the corn en section- line 'of �ec- tions 3 Z: 3�9 T:12-S., tl 13-i:., Crc:1?133�it; and ::hc 2outh ri -ht-of-:ray line of i l;ee '.onci; :ast a1or,- the "oT:ti ri;ht-of-fray line o, said :'aitce ::oad an.s coincid-s tho ?dort.h `'roperty line of Parcel 7 as doscri' cd in ;.00k 1.50 at Ys. ie 1 76 of Joc'..ets , as •ccordeu .i . the o."f:t.ce of the cowity i:ecor C1r o<. fira,Coi;nty, Stau.• oi' Arizona, a distance of 175.0 ft. to a'point, said T,oint L:i.:r '.::e ::orthcas� corner of said :arcel henc South alonr, a line coincidinp.".with the Fast proper l.i::c of raid Farcel 7 a -i1sla:nce of 11_1+ ft. to a point; Thence *:orth d6 1540" , :test ra distance of 17 A ft to the true po:ir.t of Lnri-anIrn , a 7 of which con�rrises an area of 0.023 acres riotc�or 1Css and is r..orc clearly s}:o•.:n on the attached plat"' ;ci:Tr, i' T^rc:^1 ?, it ac ii is h t psrce1 of 1-uld situated i:L a:,:l boon • a part of _ "u:._'.':r of !.cctin 36 (';];.ra., °i,@4. 36) 'i.1?.-,`.., .13 •, '�'1�:, Para: CoTnty, .° „oP Arizona. or :'a,^,r.a r.oact To H..vE ..NO TO HOLD THE SAME, TOOCTHCR KITH ALL AND 51NGULAR TNE.APPURTCNANCE3 AND +R:71LE4ES THEPEVNTO. BCLONGINO, OR IN ANYWISE APPERTAINING, AND ALt..,-THE ESTATE, R.IGHT, T M,E, INTEREST AND CLAIM WHATSOEVER, OF THE VAJD Pnd YY OF THE FiAST-PART, LITWC M LA* 0', CgVtTV, IN POSSESSION OR C%PECTANCY, TO THE ONLY. PROPER u3E, BENEFIT AND BEHOOF jtr Tt-.k SAID PARTY OF THE. SECOND PART, ITS :IICCE33ORS AND ASSIDNS FOREVER. tN tiITNESS :IHF.REOF, THE SAID PARTY OF THE FIRST PART �1K..��1s HEREUNTO .SET NAHY.�_. T1119.. �i.$- D.'-Y OF-Ysf. • . jt s .1iy��AY� •iI .... _'.i _._. •.' STATE OF ;,RIZON;., l!...THIf I'tSTRUMMENY WAS ACKNO*LEOGCO OEFOR4. ME THIS CF= DIY COMMI,"ION E1tP1PEd•- !^�i d'L_.J'[LPUBLIC, PIMA COUNTY. ' r f LPPRBVco :,ND ACCEPTED_ QLC 1 .. '�_, Io — ERR OF THE BOARD OF SUPCRVI}ORS, PIMA CO,+NTY, 41,1E0NA• ryo 546 PQI.-) i o) PA R. 9 1211 0.508 Acre ROAD 66 v `77 r MAGEE ROAD 6, 000 rUt PAR. B .. 1.L: '•i' 77 .: V.. ._ _ ..-. M Cq > AT�:. R. f7. SyOAA ) 1 perohy certly that the wIlhln � �) _Ar(I •ytr instrument Ives. flied for record Eat. Arizona 9 -• 1 / �' to Plma County: of ,••I �Ke 1- , PiLUthrhd OIflC# Sr.al ' .1NN.1-SLt t i�GE7t. Uatc.. ttaa .rdrr Caun ye. Itcyuaxt .L^ t S rATF: OP ARIZONAi hereby certifY that the within Nn. 02647 f 1 t �t instrument was rt1eA f,>r record 6zD� -2,T !i 1 LINTY OF PIMA � in 11ima County, State txo" Book .....,..,. .. _/. ..y..�, Fa e.........__..... witness n1v hand .rid official Seal. IdE C l AR 121980 '�j'4S Date:. .. indexed Fa ad B1tKted at Request f pN'C7PL-!:iY..:i By��-'t :• `............... ..._......... .... ............._..... r r P b THIS INDENTURE, made this ISth day of... Yl'ebruary - 1980 between___ i 1j_r1_TNTE_.Ili!ILI2J��5 ----- ..--------- --- -- hereinafter known as the part__ _ of the first part.., ,mcl PIMA COUNTY, ARIZONA, a body poli- ;ir. the party of the second part: ' W lTNESSETH: That the said part. - of the first part, being, sole owner— of the herein- 1. I after described real property, for and in consideration of the Burn of One Dollar, and other valuable onsiderat;ons, the receipt whereof is hereby confessed and acknowledged, do by these presents 1. grant. bargain, sell, convey and confirm unto the said party of the second part, and to its successors and assigns forever, all the right, title, interest, claim and demane.. which the said part of the first part ha_ in and to the following described real estate and property situate in the County of (� Pima, State of Arizona, to -wit: I SEE ATTACHED LEGAL DESCRIPTIONS AS EXII I B IT "A" AND "B" I i n For the Dedication of Magee Road and Northern Avenue Re: Casas Adobes Clinic �?�3 Cul2-78-1ST GU.J1ttJ.�P,1Gi� {1 i Form 10-50 TO HAVE AND TO HOLD the same, together with all and singular the appurtenances and privileges :hereunto belonging, in anywise appertaining, and all the estate, right, title, interest and sslon or claim pectancy ever o h propepe saicatue benefit and he rbehoost rf of he said party her in law or eof nth is condep, t u successors and av:gns forever. IN WITNESS WHEREOF, the said part..... of the first part ha_..--- hereunto seL _. 15February _ �.�_, 29 �� hand— this_____• cii day of.�._�.--------- alnl�l.l�l�i�w■ l A bid ,�,IIiE3NA ti i� day of :-f Dj%is instrument was acknowledged before m�e'',t L--.-- My ,iommisaion e Notary PubUa (r i i March 7 Approved and Accepter ------ Job No. 80023 EXHIBIT "A" LEGAL DESCRIPTION - Additional Right Of Way To Magee Road All that portion of the northwest one -quarter of Section 36, Township 1.2 South, Range 13 East, G.& S.R.M., Pima County, Ar=zona, more partii::ularl.y described as follows: BEGINNING at the northwest corer of said northwest one - quarter, thence S 00 00' 47" id along the west line thereof 30.00 feet; THENCE S 860 16' 11" E 45.10 feet to the TRUE POINT OF BEGINNING; THENCE. continuing S 860 16' 11" E 2'6.13 feet; THENCE S 000 00' 47" W and parallel with the west line of said northwest one -quarter, 27.31 feet; THENCE S 890 59' 29" W and parallel with the north line of said northwest one -quarter, 200.67 feet to a point of curvature; THENCE southwesterly along a curve concave to the southeast. having a central angle of 89 58' 42" and a radius ^v: f� Fn..� .1, C Z if, F r 25.0 an arc ? c.eng�.0 J9.4V teat to a point of tangency; THENCE, N 000 00' 47" E and parallel with the west line of said northwest one -quarter, 67.05 feet to the TRUE POINT OF BEGINNING. Containing 0.18 acres of land more or less. 6' 7 �' i Greys Passarelli, R.L.S. BcA?34 P.4GF f 99 t P '11 that portion of ;:he northwest one -quarter of Section 36, Township 12 South, Range 13 East, G.& S.R.M., Pima County, I Arizona, more particularly described as follows, B ECTI,.'NIN'v at a point on the west line of said northwest one - quarter, fSorn which the northwest. corner thereof bear N 00` 00' 47" E 30.00 .feet distant, thence S 00 00' 47" V; along said west line, 491..rj1 feet; THELN'CE N 890 59' 29" E and parallel with the north line of said northwest one -quarter, 45.n0 feet; THiENCE N 000 00' 47" E and parallel with the west line of said northwest one -quarter, 488.73 feet; THENCE N 860 16' 11" W 45.10 feet to the POINT OF BEGINNING. Containing 0.51 acres of land more or less. Cr.eve Passar.elli., R.L.S. STAT" tee' ARIZONA i re heGy certify that the within No. 014056 ss. instrument .wqi�aA Mcd for record, CL�NTf OF Pf fA in Pima County, $rite of Arizona Book....... �?. �.l L............. Pa`e,.M. Witness my hand and Official Seal. JOE BEDA90 frill Fr.h.l.....J -• ' /•• .. Date:.... ... .:. ..... ..z.a........ .. FPa^cd Blotted '( �.`p.19t�R Request ..• er i y�(� j e: 10::. R.L..L _...!....!s. C..t.!7.::......._. ................... Deputyj�,j AGREEMENT GRANTING EASEIKENT VM IMPOSING OBLIGATIONS THIS AGREEMENT is made and entered into as of &ivemcer 1979, between IMA COMMERCIAL PROPERTIES, a California corporation, TUCSON ORO ENTRADA PARTNERSHIP, a California Limited Partnership, and ARTHUR THOMAS and EILEEN THOMAS, husband and wife, joint tenants, all hereinafter collectively referred to as "Owner", and THE CASAS ADOBES DEVELOPMENT PARTNERSHIP, an Arizona Limited Partnership here- inafter referred to as "Partnership". WITNESSETH: WHEREAS, Owner holds title to the real property located in P.ma County, Arizona and more particularly described on Exhibit "A" (Encumbered Property); WHEREAS, Partnership is the o+aner.• of the property described on Exhibit "11" (Benafi.-�.ed Property°) which adjoins Encumbered Property; WHEREAS, Partnership is the nwiier of the real property described on Exhibit "C" attached hereto (Slope Easement Property) which is the easterly five (5) feet of Benefited Property; WHEREAS, Owner is desirous of' obtainng a slope easement over and across the Slope Easement Property fo: ?urposes hereinafter specified; and WHEREAS, Partnership is 'pilling to grant the desired easement over the Slope Easement Property in conside::ation of the covenants and conditions undertaken by Owner and imposd upon the Benefited Property hereunder; NOW, THEREFORE: 1. Partnership hereby grants to Owner an easement for slope purposes over the property described in Exhibit "C" attac'ed hereto (Slope Easement Property). 2. Owner covenants and agrees that Owner shall at its expense: A. Provide fill soil for the Slope Easement Property, grade srid slope to a ratio of 2 to 1 (2:1) on the Slr,pe Easement Property and compact said soil; L:'i-,i 12Rnr9.0.1 4. B. Promptly landscape the Slope Easement Property with mutually agreeable planting so as to provide a visual screen which will partially block the view of the buildings on the En- cumbered Property from the Benefited Property; C. Plant green ground cover on the Slope Easement Property; D. Landscape, irrigate and maintain said slope easement, including but not limited to, the installation of sprinklers which shall comprise a part of the irrigation system servicing the En- cumbered Property; and E. Ma'.ntain said slope easement and the landscaping thereon; in ttils connection, in the event of erosion of said Slope Easement Property, Owner shall at its expense promptly restore the graded area to the ratio indicated above and remove any soil which has beendeposit- ad on the Benefit=d Property as a result of such erosion. 3. In the event Owner fails to undertake to comply with any obligation undertaken by Owner hereunder for a period of thirty (30) days after Partnership has given written notice of such default, then and in such event Partnership shall have the right to have such default remedied :by a third party and recover the costs and expenses thereof from owner. 4. The covenants and conditions stated herein shall run with the land and shall be binding upon and inure to the benefit of all of the owners of the properties described on Exhibits "A", "B", and "C" attached hereto, or any part thereof and all persons claiming under them. In the event of a default by Owner, Partnership shall have the right to reccver the cost of remedying such default, to- gether with the expenses of enforcing its rights in connection with such default, including reasonable attorneys' fees and couxt costs. The amount of any such claim shall con_ Atute a lien against the Encumbered Property and may be perfected and enforced in the manner i provided for the perfection and enforcement of mechanics:' and mater- ialmens' liens. 5. This agreement shall be binding on and inure to `,he benefit of the successors, assigns and personal representatives of the parties hereto. L:Cif M PAA0�5 (2) IN WITNES:i T*:E'CEOr , the parties hereto have execute,? this sgreemen- as of the day and year first above written. OWNER: IMA COMMERCIAL PROPERTIES, a California. -corporation _ By Vice President TUCSON ORO ENTRADA PARTNERSHIP a California Limited Partnership by IMA Financial Corporation. a California Corporation, it:: general partner By,1=1 /�� — Vice President ARTHUR 'rHOMAS by IMA Commercial Properties a California Corporation, his att�in-fact By [•ace Presid_nt EILEEN THOMAS by IMA Commercial Properties, a California Corporation, ; her attorn y/-in-`act Byop. Vice President PARTNERSHIP:. CASAS ADOBES �ELofm!e-,�— L:,., STATE OF California) ) as. County of San FranciJco The foregoing instrument was acknowledged before: me:this 12th day of October, 1979, by. Kirk W. Bennett as Vi -EZP-Uoent of IMA COMMCIAL PROPERTIES, a Cali- fornia corporation, on behalf of the corporation. Notaro FUS , "�- My Commission expires: 9/21/81 STATE OF ss. County of The foregoing instrument was acknowledged before me this 12th day of October, 1979, by Kirk W...Bennett as 'Vice president Of.TUCSON ORO EN TRADR PARTNF,RS P, a Cali ornia Limited Partnership,:..on behalf of the cor oration. I s General Partner. - p a „33y S Notary Public My Commission expires: STATE OF ) ss. County of ) The foregoing instrument was acknowledged before me this day of October, 1979, by ARTHUR THOMAS and EILEEN TWOOMAS, husband and wife. My Commission expires; Notary Public a, s OR OF ic he: foregoing instrument was acknotivedg d before (day of October.,,t979; by_. ei of CASAS ADOBEB p r. '; JCr rARTNER `s s�i� zonem to srtnership,'`on behalf of she partnera:h'ip otary _ My;Commieeion expi % y OF CAI.IFORNI7'. ) ss COi1�i'PY OF SAN FRANCISCO ) On this 12th day of October, in the year 1979, before me, Eleanor J. Wilson a Public in Notary and for said State Yersaa:xlly appearedKirk W. Bennett Vase Preset kno%;,1 to me to be the of the Corporation that executed htowitslby- and foregoing instrument, pursuant laws or a resolution of its thur d Thomas anof d rs as attorney -in -fact of Eileen Thomas and to be-Ehe person who executed -'the instrument o:l behalf of said Corporatic., therein named, and acknowledged to me that on bt,alf Of the sai�.. corporation the name-, ofArthur Thomas � and Eileen Thomas as prin iFal, `1111 lts own name as attorney -in- fact was ,iubocribed to tho within instrument. lJ!mrfffls. -Notary Public LEGAL DESCRIPTION ENTRADA DE ORD SHOPPING CENTER PARCEL ONE: All that part of the Northwest quarter of Section 36, Township 12 South, Range 13 East, of the Gila and Ealt River Base and Meridian, Tucson Pima Count-, Arizona, more particularly described ac follows: COMMENCING at the Northwest corner of Section 36; thence South 00 degrees 00 minutes 47 seconds West along the West line of Section 36, a distance of. 30.00 feet to. the South right of way of Magee Road; thence South 85 degrees 16 minutes 11 seconds East along said right of way as established by Deeds recorded in Docket 546, at pages 152 through 156, records of Pima County, Arizona, a distance of 271.23 feet to the true point of beginning; thence South 00 degrees 00 minutes 47 seconds West, parallel with and dis- tant 270.66 feat from the West line of Section 36 a distance of 557.31 feet; thence North 89 degrees 59 minutes 29 seconds East, parallel with and dis- tant 605.00 feet from the North tine of. Section 36, a distance of 675.00 feet to the ?.est right of way of Oracle Road (U.S. Highway 90, 89); thence North 10 degrees 16 minutes 10 seconds East, along said West right of way, a distance of 515.48 feet to the South right of way of 1ngee Road, thence North 86 degrees 16 minutes 11 seconds West, along said :south right of way, a distance of 768.40 feet to the true point of beginning. PARCEL TWO: Ail trat part of the Northwest quarter L' Section 36, Township 12 South, Ran; re 13 Yast, Gila and Salt River Base and Meridian, Tucson, Pima County, Arizona, mire particularly described as follows: COMMENCING at the Northwest corner of Section 36, thence South 00 degrees 00 minutes 47 seconds West along the West line of Section 36, a distance of 30.00 feet to the South right of way of Magee Road; thence South 86 degrees 16 minutes 11 seconds East, along said right of way as established by Deeds recorded in Docket 546 at pages 152 through 156, records of Pima County, Arizona, a distance of 271.23 feet; thence South 00 degrees 00 minutes, 47 seconds West, parallel with and distant 270.66 feet from the West line of Scet:ion 36, a distance of 557.31 feet to the TRUE POINT OF BEGINNING; thence North 89 degrees 59 minutes 29 seconds Eastp parallel with and distant 505.00 feet from the North line of Section 36, a distance Of. 675.00 feet to the West right of way of Oracle Road (U.S. Highway 80, thence South 13 degrees 16 minutes 10 seconds West, along said west ight of way, a 4ist.,tnce of 272.37 feet; thence South 89 degrees 59 'minutes 29 seconds West, a diot_ance of 626.50,feet; thence North 00 degrees 00 minutes 47 seconds East., a distance of 268.00 feet to the TRUE POINT OF BEGINNING; EXCEPT the following described parcel: Beginning at the Northwest corner of said Section 36; thence North 89 degrees 59 minutes 29 seco,�ds East along the North line thereof 270.66 feet; thence South 00 degrees 00 minutes 47 seconds West and parallel with the Hest line of said Section 36 795,97 feet; thence North 89 degrees 59 minutes 54 seconds East 337.92 feet to the South- east corner of a single story block building at present under cone struct!Dn and the TRUE POINT OF BEGINNING; thence North 00 degrees 00 minutes 06 second& West along tht East line of said building 80.00 fret to the Northeast corner thereof; thence North 89 degrees 59 minutes 54 seconds East 128.00 feet; thence South 00 degrees 00 minutes 06 seconds East 112.00 feet; thence South 89 degrees 59 minutes 54 seconds Wevt 128.00 feet; thence North 00 degrees 00 minutes 06 seconds West 32.00 feet to the True Point of Beginning, containing 14,336 square feet more or less. EXHIBIT "A? All of that portion of the Northwest Quarter of SRr�,• •);; >:; in Township 12 South of Range 13 East, Gila and Salt River Pas:% ;ui. Meri.3iara in Pima County, Arizona, more particularly described tollOWS, TO -WIT: BEGINNING at the Northwest corner of said Section 36; Run thence South 00 degrees 00 minutes 47 seconds West along the West Line of -.aid Section 36, a distance of 30.00 feet to the South Right-Of-�.ay of Magee Road and being the TRUE POINT OF BEGINNING of the parr__l be described herein; thence South 86 degrees 16 minutes 11 seconds East along said South Right -Of -Way line as established by Deeds, recorded in 1c)vket 546, at Pages 152 through 156, records of Pima County, Arizona, a distance of 271.23 feet to a point; thence South 00 der.;r.ea:as 00 minuutes 47 seconds West parallel with and 270.66 feet East of the West Line of Section 26 a distance of 473.99 feet to a point; thence South 89 degrees 59 minutes 29 seconds vF::t, parallel with the NOLth Lire of Section 36, a distance of 270.6E to a point on the West Line of Section 36; thence North 00 degrees 00 mirutes 47 seconds 1, along the West Line of Section 36, a distance of 491.66 feet to a point, said point being the TRUE POINT OF BEGINNING, of the parcel herein described. (The above Legal Description as per OPWF1 Engineering, Surveying and Planning Inc., dated OctoLer 11, 1978 Job 7811.5-002) F The easterly live (5) feet of the property located in Pi. -Ma County, Arizonti, and described as follu:,at TO WITS BEGINNING at the Northwest corner of said Section 36; Run thence South 00 degrees 00 minutes 47 seconds West along the West Line of said Section 36, a distance of 30.00 feet to the So,ath Right -Of -Way Of Magee Road and being the TRUE POINT OF BEGINNING of the parcel to be described herein; thence South 86 degrees 16 minutes 11 seconds East along said South Right -Of -Way line as established by Deeds, recorded in Docket 546, at Pages 152 through 156, records of Pima County, Arizona, a distance of 271.23 feet to a point; thence South 00 degrees 00 minutes 47 seconds West parallel with and 270.66 feet East of the West Line of Section 26, a distance of 473.98 feet to a point; thence South 89 degrees 59 minutes 29 seconds West, parallel with the North Line of Section 36, a distance of 270.66 feet to a point on the West Line of Section 36; thence Norti; 00 degrees 00 minutes 47 3econds East along the West Line of Section 36, a distance of 491.66 feet to a mint, said point being the Tim POINT OF BEGINNING, of the parcel,herein described. (The above Legal Description as per OPWW Engineering, Surveying and Planning, Inc., dated October 11, 1978 Job 78115-002) r STATF of Alt ZONA I hereby ,ert1fy that the witk:in Nu 017769 :t%strkjfnw,t we5 tllzd-tor record e� t't tI J t 1 F k INA ut Pima County. izuna flpoyr. ((.� ,\•� Pas,. ..,� . t.,, 0 ;"t,i 'hh rt3l sea:. Q ' q , �nhN tiGb+ nlyi'I u de Reauat ot: r�'NtTY NI - - DECLARATION OF RESTRICTIONS AND COVENAN• S FUNNING WITH THE LAND kAOW ALL MEN BY THESE Pi,L'SENPS: That TUCSON CLINIC RUTT.nINGS_ a limited nartnershlp. and CONTINENTAL LANY, an Arizona corporation. owners of those certain lands subject of Yima County Developmone Plan Casas Adobes M inir Develooment Plan Col2-78-157 being that following described real property, to -wit: As described in Exhibit A attached hereto and made a part hereof. Do hereby certify and decla-e that they Cave established, and do hereby establish, all of the followinZ conditiors, restcietiens, and covenants upon and subject to which said lands shall be ::sed, improved, occupied, owned, sold, and conveyed, to -wit: The owners do hereby ..lace a restriction upon the use ind occupancy 'If said lands requiring themselves, their successors and assigns do hereby agree to, and hereby do, hold the County of Pima County and Its Board of Supervisors, their assigns, their officers and agents harmlesp from and against any and all claims, demands of any kind or character, in la.r or equity, which may arise by reason of the use by Grantee of the aforesaid highways, roads, streets, alleys, or thoroughfares, and against flooding, flowage, erosion, sheet flow or damage caused by water and other rights of said County of Pima, and further expressly agrees to defend at its own cost, any suit or actions brought in connection with the above use and to pay any judgments rendered against the County of Pima and its Board of Supervisors on any claim arising in connection with any of the foregoing. Tito aforesaid provisions, conditions, restrictiolts and covenants are impressed and imposed upon all of the property described herein, and every portion thereof as a servitude in favor of each and every portion of the property which is not In the ownership of any public body as the dominant tenants. 6218;-A 4G32 'tiff•: I:N)H:tiIGNh1) DOES il;`.1tt:BY Ai;ItEB. TO -rlII: t:Uvl`.NANT.`'., (:�Y:i1ll lu•.'; ,.'::� i;:.::...c ..�:.-. . A3 FM.Low": \t i privatt• ttrtvr : .flue par:int; will he p.I•.<<:d Lt :u•e ptv.l pavin;, ;LaII n(I;wish not Icss t.11an 111 inchts of or equivalenL .9tlt•l'ICe. --Ant• litility 1'3CHiLics that may have to by reLocatcd tiva 1.,I :.ttis dtv i•p- mvnL will ha moved at no expense to Pima County- -A 1.0 font No Access Easement 13,111111 be dedicated Lo Pir•a County hY instrument. Al l public coati.: on or ad.jnccnC to this developu,,-nt sh:l; i bL• VMISt VIP'tL in ..rvordart,e with approved pl.•t,ta LG miniiaum Pima County SL!indtr•is for p:v,•i roa&%, and LIIAC cnnstrtletien plans shall Le suhmiLtrtl Ill 010 Pima CutnCy Highway llrp;irMent for roviet,, and ;Ipproval or assur;nn,vr; .trrt•ncal,lu Lu !'i Ia County llii;hw:ry shall be received prior to the 1SMjanca of any Pur;t;Ls from tl!u :osiing Inspector. Phvsical barriers will he installed alone: t1le North Ind k'est buundarifs of the sub'ect development, except at puinLs uL ingress A11•1 c:;rcSs- -I'his development will he landscaped in accordance with Artinlc 22A of the Pima County Zoning Ordinance. Plans will be �suh;nittod to the Pinta County Planning 1\rpartmenc for review and approval prior to the issuance of any Permits from the Zoning Inspector. owners shali provvJC revised development plans for rev1L.. and approval for tiny now or addition;tl huildini;s or structures prior to the issu;utce of any Permits from the "Lotting Inspector, own,:r will Accr;)t all responsibility for the maintenance, control, s;tfcty and liability of the private roads, parking areas, private drives and physical barriers. -If in the opiniun of the Highwav Department, violaLion of the no-acces; ease- m,7ttt are creating a hazardous condition, the property owner shall inst;tli 1 physical harriers or modify existinS physical barriers in order to limit ac- cess to the designated location; regardless of zone. —111 on -site sewars are to ivate and will be constructed, operated and main- tained on a private basis. location and metliod of connection to the cxistin4 public sewer is suh,jer.L to , 41ew by the Pima County Department of 1,'astewacer Management at the time of submittal of the plumbing plans. I . / It is further agreed and understood that the use of th.: uubjact. pnr':":i is conditioned upon the restriction that the propert) will not be Eu.ther split: without written approval of the Pima County Board of Supervisors. It is further understood and agreed that all drainage across thi:. E.rcl;�:rty wiil be left in its natural state and will not be altered, disturbed or obstructed withuut the approval of the Pima County Floodplain Board. The owner covenants to pave the private zt.eets, but not necessarily to � Pima County standards. j Said provisions, conditions, restrictions, and covenants are not personal but shall run with th- land and shall be binding on all persons caning or occupyir:g any portion of the abo•ie described land henceforward from the date hereof for a period of ninety-nine years, after which these covenants shall cease: and be of no effect. IN WITNPSS WHEREOr, the undersigned has executed these presents this _ f day of 19. TUCN CLINIC BUILDINGS TINE � f NK STA'"lt 10F 11g7,��NA) + r Jw' ss bbN of 1G;.) «: •. G' •.'% '' Tktar,�ngtrument was acknowledged before me this � day of �•, i9C�£ Notary Public EXHIBIT "A" r,11 of that portion of the Northwest Quarter of Section 36, Tovr,shi;, 12 Sou t`), Range 13 Sast, Gila and salt niver Rase and Mnrldian, a ;:ount.y, ?,ri.zona, more particularly described as follows, TO-11IT: at the ttorth.•,est corner of said Section 36; SOLtt:� 001 GO' 47" West, along the west line of said Section 36, a disstanco of 30.00 feet to the South rig".t-of-way of Magee Road. and being the ►3!'.G.U1,J1FG of the parcel to be described herein; South 861' 16' 11" fast, ale ng said South right-of-way 'Line as b- Deeds, recorded in ;-,ocket 546•pages 152-156, records of Pima County, Arizona, a distance of 271.''3 feet to a point; !'?ti:rtCt' Soutli 0 ° 00' 47" West, parallel with and 270.66 feet Fast of the west ` ;ine cf Section 26, a distance of 473.98 feet to a point; :;Huth 890 5?' 29" West, parallel with the North line of Section 36, a � c,lisr.a:�ce of 270.GG feet to a paint on the Wast line of Section 36; �_ 00° 00' 47" Eist, alone the West line of Section 36, a distance ' o' 491.66 feet to a point, raid ooint being the TRUE POINT OF >3i:GINmING, of the parcel herein described. 62181'1: E1035 : r t ST.1'.'F: h17.CrNA I 1 heroby certify that the within v� Qnr� ""t. I"ry OF PINIA •�•. instrument was filed .for record No. � oi? 1 V :7 ut Pima Count my :..:r.., acre ..::::.. .....:.0 seal. " of wr Hook.......!fj — —_ FEB p��?T.. ... '•'"'-:: A!utted IuFl Mri�cn ReQaeet..of:....:.:........... .............. _..... ....... ... Byr t � n +u,sn+t err ..:, putt' ' COVFNANTS fit& 'IR; :iITH LAND AND NO ACCESS EASENF.Y1- I That _rUCUON CLINIC BUELUIN%S�a limlGed Partn_[shfnLand __ CON'rTNENTAL BANK, an Arizona tornoratioy_-� -- '--'_._.—.__ nw:7nrf; of tlt,it certain land subject of Pima County Development Plan Casas Adobes Clinic Dev. Plan Co12-78-157 , for theirselves, th(:-ir successors, grantees and assigns herewith publishes and declares this in- i strumont as and for a covenant running with tho lard huruin described for the purposes set forth herein and for the consiCeration of One Dollar ($1.00) and other valuable considerations do hereby grant to PID!,t COUNTY, A Body Politic, a one (1.0) foot NO ACCESS EASEMENT and do place a res- triction on the use and occupancy of the land abutting said easement des- cribed as follows: CL A 1.0 foot No Access Easement being 1.0 foot inside and adjacent to the North and West boundaries of the following described prcpc.ty: As described in Exhibit "A" attached heret•a. EXCEPT that the aforesaid Basement shall not exist as to point., of ingress and egress as shown on the Casas Adobes Clinic Development 'F a,i C.al2-78-157. The grantee shall have the right under this easement over the above des- cribed property to maintain a NO ACCESS EASEMENT and to enter upon. said ahovo described proporty for the purpose of maintaining said easement. CONDITIONS: 1. The- Grantors, for themselvns, their sucr_•nss0r al, thoir hereby waives; any claim for any and all danragn.s to 01',Ilstors re- mainin4 property contiquous to the right of way ronveyrxi by reason of the Inc,u ion, U011struction, landscapitrl or, mainrenA:tac of :;.rid easemvnl . COVENAM(' WITH LANI) AN0 N0 A(('I-*.',S V'A';KMFNT i I, *I,. ..Iy t illjo or Lh tLrrvc ,, !v-r.: I "' I , 1!:, r". i., iS tthjfk1011k!d by the (;CCtllt W` S-1 i it 1 -.1 I.c., I ­f I ood slia I I r.:v­r'ir, t.lr•';r,t 1-1 1 or the quecos.sors in i titerost of t tio ur;!iitur:; , and a I I r, c1lit. j n - L or ',!;t: *ir ol.tim ox i!3t ing by vj rt-1 and alithor i (y of U11 !, i be lIxtinqui-:11od. 1. 'niar. a) 1 rmint ;, covon.-Lnts •ni(l proviniorin binding on and inure to Hit- benefit of Lhe hoirn, stjcc(?s:;or!,. ind of the parties hornto. IN wrmss wncREor wE, have. ljoraunto s(*.t our hands this day of J�i'.. 7 1.9 f'd . TULBUN ULLNIU BUILDINGS A BANK- ARIZONA) ss cou Y. Or-_FIM;v The foregoing instrument was acknowledged beforeuner- me, the d • ei ed, on the _j day of 19 ?0 by ...... %kl Notary Public My Commission Expires �:xttr.t3rr "n" 7,11 of that portiorn of the tIorth%•Iest Quarter of Section 36, Townsh:.i, ? :c sout•fl, Ramie 13 Fast , illd and Salt River ease and MF:ridian, .Lima CC)Iunty ;,_-iz ona, more particu'.ar1y described as fo110VIS, TO-S•JIT: at the '%ort­ nest corner of said Section 36; ?'iiL't:Cf: Soutt: �0° 60' 47" West, along the t-Test lane of said Section 36,a di:tance of 30,00 to the South right-of-wciy of magee P.cad and being the i'OIt.;T OF fsrGlPdt•;ING of the parcel to be described herei:�; South 86° 1G' 11" Mast, along said South right -of -clay line as C,;trtl-,iisher. by Deeds, recorded in Docket 50 ages 152-156, records of Pima Coonty, ":rizona, a distance of 271.23 feet .•-) a point; !'i?i:":Ci; $OUtFl 00° Ou' 47" +!c'st, parallel with and 27 1.66 feet East of the West line of Section 26, a distance of 473.98 feet `n a F:�aint; Tlii"!!C : South ,9° 59' 29" �•;est, parallel with t )rt:h line of Section 36, a ciis..ance of 270.66 feet to a point on the West j.il,a o' Section 36; •:i;F: i,orth 000 00' 47" East, along the 4dest line of section 36, a distance Feet to a point, said point being the TRUE POTt+'r OF $EGINaING, of the parcel herein described. STATi, OF A51Z �t� I h&rcby certify that the wsthm tJo _,._.`�4_ 4868 _ s 'S',� instr•mer.t was fled for record C' ((( Q 1� t.OUNTY } in Pit. sCounty, State ofArisoaa Book.........`?`.4?..t.;../..�....... J 'aptness my h d ( et,l • )0E BEDARD Qat:........................................................ �— Indexed Otte County Recorder Reques / . Ifl QfCI121u PG.... M. De sty Fee: ;, t_ RIGHT OF WAY F.ASEM"IT TUCSON CLINIC BUII.DiNGS, an Arizona limited partner:shi hereinafter celled "Grantor," for good and valuiblr consideration, the receipt of 'vhich is hereby acknowledged, hereby grants and conveys unto TUCSON ELEC- -171C POWER. CO., an Arizona corporation, its s..ccescors and assipns, hereinafter called "Grantee," an easement and right s,f way to constrtut, operate, and mamnin underground electric lines and appurtenant facilities for the transmission and distr�- hutiun of t.'z tricity upon, thro-ugh, over, under, and across the lands and any and all parcels and portions therrof hereinafter described. The lands in which said easement and right of way is hereby granted are owned by Grantor in fee simple, are situated in the County of Pima, State of Arizona. and are partintlarly described as follows, to wit: A 10 foot wide strip of land, lying within a portion of the NW/. of the NW% of Section 36, Township 12 South, Range 13 East, GESRBSM. Pima County, Arizona. The said easement and right of way in the aforesaid land, is shown on Drawing No. 80-03-15-0-2, attached hereto and by this reference made a part hereof. Grantee shall have the right to excavate for, place, lay, construct, operate, use, maintain, repair, replace, rcconstnact. adarr. alter, improve, add to, relocate, and/or remove at any time and from timt to time, underground electric fmMicies thatin.eeaaiia% of conduits, manholes, hndholes, pullboxes, and junction boxes with wires and cables placed therein, add above ground itrneeurea consisting of transformer pads, transformers, setvke pedenals, riser poles with required overhead oos►il actors, and apQnttsasneest necessary for the t petation of said underground facilities and ail miserliweouf equipment end tnataial eossisc d dseie h Grantee shall have the right of ingress to and egreaa from said easament by a practical route or routed ii, upon, over, and acnw tie hereinbefore described lands or any portion or portions ihereof, together with the right to elear:and kMp clear acid easmear aced right of way, from expl'fsives, materials, buildings or other structures, implements, or obiteuctioni, 41tiout limiting the gay of the foregoing. Grantor shall not dig or drill any wall, plant any tree, tract, place, or constrict tray pipsixis, kdrtiott &a, Lske, pored, Willing. wall, fence or other structure, nor impound or store &Ws and/or materials witlibt the' houtsietiw of the sbws dseesihod cerement and right of way. Grantor shall not increase or decrease the Around surface eievadons withaa the btiundaaies of the moire desaibad asissseat ` ' and right of way existing at the date of execution of file .oittuttteut nor still the idd Sh Y tag gtostad aarcfies be to a dapdr :. in excess of 12 inches by any tool or impiesnent, teitbootthe pte,iow tirittea'ioawnt a(ths (iresioae. If oaf to eotnenrc, tion, the clearance or grade is changed' to eachy es to ragtdis, isiocation of tin r. tilt ooat o(soeli sioeeiss' shall be borne by Grantor or subeegwnt owair: c Ali electrical equipment instilled by.GraRtee ia.aad apon tie iarttrt duufMd annseat shall —44 the peceottel of the Grantee and ahall not be deemed •pare of_tlse realtjL i1K°Pa=! Grantee shall have dsa rfglirto trftn and i:ot tna,.foHape`and roots upow and floras wldtitt tie above.... diirsibel eaeaarssinaot and right of way whenever is Grant"' a judgment tit'aawse Shall bet neosaNry &x t6 iorreuieat and safe eairrlae of tiet'.' herein granted. 1.6573 2/21/80 626666E (29 rplM JIMA • 3179 - ' t grant or dedicate any other easement nit, ur fee, ar live, rh': soove Jcscribcd easement and 66ht lit way Grantor shall noGrantee's written approval, the right to treader and assign this �scaIn and right of way whole 'it rn without fiat securing gran part being hereby granted to the Grantee. Grantor does hereby grant and convey to Grantee the exclusive ti#$t to uu and • ccupy any trenches, conduit, risers, pull as may be more pvt;rulx::; set forth in the electrical listribure n boxes, andhx traruformerfoundatiom installed by Grantor underground agreement hereinbefore or hereinafter executed between Gnt raor and Grantee covering the real property herein described. Crantea shall have the rigart during construction of Grantee's initial facilities, to use for the prarposes incidental to saidcut stmction a strip of land t a feet in width adjacent and conti{ntous to the herein granted eaaemcnt and right of way. said IMF to be in whole or in hart on either tide of said easement and sighr of rvay, said right to use said stria, of land ceasing and being, terminated at such time as raid initial construction is compltted. Thy terms, covenants and conditions of this easement and tight of way shall be binding upon and inure to the benefit of an, heirs, executors, administrators, permittets, licensees, agents, or asrigns of vrantar rmd the succrtson and of the Grannie. Tl,e term "Grantor" shall include the plural if applicable. All terns used in the singular or in the neuter gender shall apply to the plural or the singular or neuter gender as the context herein requires. 4� da of— ' • 19 IN WITNESS WHEREOF, the Grantor has eacuced these presents :his___ y TUCS0I4 CLINIC BUII2110 _ 11 . `. .P a7r STATE OF Ar— 1--i lO✓ ) COUNTY OF This instrument was acknowledged before me, the undersigned notary public, for Tucson Clinic Buildings_ My Commission eapira: 151 C�-1i&3 FORM npOOL•t OP '6 v. .t cr l C1 .•fr312_ � r f t f��l'• R _on tL, _ dal ofCel b w . Y':---'^'-� 19� Notary PSWFa heundenigned, CONTINENTAL BANK, an Arizona empot•t:tion _— J, _ J wha ;olda Best mc.'tipge lien on the property over which the abave easement is granad, do hereby approve the granting of said casement by the Grantor, (7ON?'INENTAL BANK Si a e) (cite) STATE OF COUNTY OF j`� :s_ Tbis i::sttrugment wsjAcknovAedgcd before me, the undersigned notary pubuc, by as for Continental Bank kj%4./ ftjecnz>w 411: a I F. AM RODRIGUEZ, RECORDER RECORDED BY: JAS i DEPUTY RECORDER 8542 PE1 TFNTI COLLEEN BOYD 1 S CHURCH AVS 1700 TUCSON AZ 85701 When Recorded Mail To: 14- 1��U Nn Fidelity National Title Agency, Inc. DOCKET: 12253 ��pLy K �1 PAGE: 1867 No. OF PAGES: 16 SEQUENCE: 20040450362 Rj 03/08/2004 ; �*ZZO REST 15:48 MAIL AMOUNT PAID $ 21.00 Document Title: � �\Ck—\ C-- rn I 2 2 r 3 G 7 Pag�Oof 16 02!24%2011 9:28 AM DECLARATION OF RESTRICTIONS AND COVENANTS This Declaration of Restrictions and Covenants ("Declaration") is made effective this 8th day of March 2004 (the "Effective Date"), by Carondelet Management Corporation, Inc., an Arizona nonprofit corporation (hereinafter "Declarant"). RECITALS WHEREAS, Declarant is the owner of certain real estate located at 551 W. Magee Road, Tucson, Pima County, Arizona, and more particularly described in Exhibit A which is attached hereto and by reference made a part hereof (hereinafter the "MOB Parcel"); and WHEREAS, the MOB Parcel is improved with a medical office building ("MOB"); WHEREAS, for purposes hereof, the term "MOB" includes any replacement or reconstruction thereof; WHEREAS, the MOB Parcel is, as of the Effective Date, being purchased by HR Acquisition I Corporation, a Maryland corporation ("HR"); WHEREAS, to establish a general plan for the use and occupancy of the MOB Parcel, Declarant desires to impose restrictions and covenants for the benefit of the entirety of the MOB Parcel and for the benefit of Declarant and any Occupant of the MOB Parcel; and WHEREAS, "Occupant" shall mean HR and any Person from time to time lawfully entitled to the use and occupancy of any portion of the MOB Parcel under an ownership right or under any lease, sublease, mortgage, license, concession or other similar agreement or instrument; and WHEREAS, "Person" shall mean any individual, partnership, limited liability company, limited liability partnership, firm, association, corporation, trust or any other form of business or government entity. NOW, THEREFORE, Declarant hereby declares that the MOB Parcel shall be held, conveyed, hypothecated or encumbered, leased, rented, used, occupied and improved, subject to the following covenants and restrictions. The covenants and restrictions contained herein shall run with the land and shall be binding upon Occupants, Declarant, its successors and assigns, and upon those having or acquiring any interest in the MOB Parcel (the entirety of the MOB Parcel and any lesser legal or equitable interest therein shall sometimes be referred to herein as an "Interest") Without limiting the definition of the term "Interest," the term "Interest" shall include, without limitation, the entirety of the MOB and any lesser legal or equitable interest therein. 2 S 3 Page 2 of 16 022412011 9:28 AM 1. Ethical and Religious Directives. For as long as Declarant is an Occupant of the MOB, the MOB Parcel shall not be utilized for any purpose in contravention of the Ethical and Religious Directives for Catholic Health Care Services, as approved, issued, and amended from time to time by the United States Conference of Catholic Bishops. 2. Use by Physicians. The MOB Parcel shall be used only for the ownership and operation of a medical office building to be occupied exclusively by physicians and staff necessary to support such physicians in the practice of medicine, and for no other purpose without the prior written consent of Declarant which consent may be withheld in Declarant's sole discretion. Notwithstanding any provision contained in this Section 2 to the contrary, all Occupants of the MOB existing as of the Effective Date, whether or not such Occupants meet the requirements of this Section 2, shall be permitted to continue to occupy the MOB during the tern of any applicable lease, sublease or other occupancy agreement and any renewal or renewals thereof. In addition, Declarant shall not unreasonably withhold, condition or delay its consent to allow non -physicians to occupy the MOB if such non -physician Occupants provide primarily retail uses in the MOB that offer conveniences to other MOB Occupants which conveniences include, but are not limited to, a barber shop, a delicatessen, one or more beverage kiosks or counters, a bank and automated teller machines. 3. Covenant Regarding Restricted Services and Prohibited Services. 3.1 No Part of the MOB shall be used to provide health care services that are at any time provided to inpatients or outpatients of St. Mary's Hospital Tucson, Arizona (the "Hospital") (herein, the "Restricted Services"). However, this provision shall not prohibit an Occupant of the MOB from providing Restricted Services to such Occupant's "own patients." The term "own patients," as used herein shall mean persons who specifically seek out and request the professional services of an Occupant of the MOB for purposes unrelated to the provision of Restricted Services, or who are referred for professional services unrelated to the provision of Restricted Services. 3.2 An Occupant may only provide Restricted Services to its "own patients," I as set forth above, if such services are provided within the Occupant's 2 premises (excluding any common areas attendant thereto) and, in no 2 event: (a) in a part of the MOB shared by Occupants, (b) in space 5 subleased from another Occupant of the MOB, or (c) in a portion of the 3 MOB other than such Occupant's premises (e.g., common area). 1 3.3 Occupants of the MOB shall not market or promote the provision of Restricted Services in the MOB to any person. 9 3.4 In the event that there is any disagreement between Declarant and an Occupant regarding whether services are Restricted Services, or whether a 2 Page 3 of 16 02.241201L9:28 AM person seeks out or is referred to an Occupant for purposes unrelated to the provision of Restricted Services, such disagreement shall be resolved by Declarant in its sole discretion and the same shall be binding on such Occupant. 3.5 Notwithstanding any provision to. the contrary contained herein, Occupants shall not perform any of the following services ("Prohibited Services") within the MOB without the prior written consent of Declarant, which consent may be granted or withheld by Declarant in its sole discretion: computerized tomography (CT or CAT) scans; sale of durable medical equipment products having a per item cost exceeding $500 (increased annually by the percentage increase in the CPI); fluoroscopy; angiography; mammography, positron emission tomography (PET) scans; procedures requiring general or major anesthesia which must be administered by an anesthesiologist or certified registered nurse anesthetist (CRNA) or other trained anesthetist (exclusive of pain management services); renal dialysis services; thallium stress test; ultrasound (except that the same shall be deemed to be Restricted Services if performed by obstetrics/gynecology physicians); magnetic resonance imaging (MRI); invasive and/or intravascular procedures not commonly recognized by Medicare as a physician office -based procedure (excluding all endoscopy procedures from this limitation); osteoporosis diagnostic services; or any procedure involving the administration of a radiopharmaceutical for diagnosis, therapy or research (nuclear medicine). From time to time, Declarant may add to, delete from or otherwise modify the definition of Prohibited Services, and Occupants shall not use the MOB to provide such Prohibited Services; provided, however Occupants shall not be charged with knowledge of any modification to the Prohibited Services until a copy of the same shall have been provided to Occupants by Declarant. Notwithstanding any provision contained herein to the contrary, Declarant will not unreasonably withhold its consent to a request from an Occupant to delete a Prohibited Service from a particular lease if Declarant determines in its reasonable judgment that such Prohibited Service is generally performed by physicians on their own patients in such physicians' offices in the Tucson, Arizona area. 3.6 The provisions of this Section 3 (except this Section 3.6) shall not apply to any tease existing as of the Effective Date that is renewed if such lease 2 contained renewal or extension options even if such use would otherwise 5 violate the provisions of this Section 3. However, if such a lease has 3 provisions similar to those contained in this Section 3, the Occupant under such lease shall not, at any time (including the time of renewal or extension of such lease), modify such provisions unless such modifications contain all of the provisions set forth in this Section 3 (other than this Section 3.6). Page 4 of 16 022012011 9:29 AM 4. Right of First Refusal to Lease Available Space. For purposes of this Declaration, the term "Available Space" shall mean space in the MOB that is not subject to a lease, option to lease or option to renew, a lease. The term shall not include space that is designed to be used in common by more than one Occupant of the MOB unless the conversion of such space to space defined in the first sentence of this Section, will not materially adversely affect the use of the MOB by other Occupants of the MOB. An Occupant shall not enter into any (i) lease, (ii) occupancy agreement, (iii) license, (iv) grant, (v) option to lease or occupy, (vi) lease renewal, or (vii) other grant of occupancy rights for Available Space (collectively, "Occupancy Agreement") without first offering such Available Space to Declarant on and pursuant to the terms and conditions in this Section. Declarant shall receive written notice of an Occupant's intention. to enter into an Occupancy Agreement with any party other than Declarant, which notice shall include (i) the name and address of the prospective Occupants, (ii) the names and addresses of the principal owners of the prospective Occupants (if applicable), (iii) the prospective Occupants' intended use of the Available Space, (iv) the medical staff memberships of all physicians who are employed by or contract to provide services through the prospective Occupants, and (v) the terms and conditions of the prospective Occupancy Agreement. For a period of fifteen (15) calendar days beginning on the date of Declarant's receipt of such written notice, Declarant shall have the exclusive right and option to occupy the Available Space described in such written notice ("Right of First Refusal"). If Declarant exercises such right and option, the rental rate, commencement and duration of occupancy, leasehold improvement, moving and other allowances and operating expense stop shall be as set forth in such written notice, but Declarant shall not be bound by any use restriction or limitation on the use of such allowances or other funds to be provided or expended, and Declarant shall receive the same in cash. Other terms and conditions of Declarant's occupancy shall, in the case of a prospective lease of Available Space, be as set forth in the approved form of lease ("Approved Lease") as from time to time amended by Declarant and HR. Declarant may exercise its right to occupy the Available Space by delivering written notice of Declarant's desire to so occupy at any time during such fifteen (15) day period. If Declarant's Right of First Refusal expires unexercised, the prospective Occupant shall, within ninety (90) calendar days after the expiration of Declarant's Right of First Refusal, enter into the Occupancy Agreement upon the terms and conditions set forth in such written notice to Declarant. If the prospective Occupant shall fail to enter into the Occupancy Agreement within said ninety (90) day period, unless extended in writing by Declarant, such prospective Occupant's right to enter into the Occupancy Agreement shall cease and any future attempt to enter into an Occupancy Agreement for the Available Space shall again be subject to Declarant's Right of First Refusal. 4 I 2 2 5 3 Page 5 of 16 02124/2011 9:28 AM 5. Suspension of Restrictions. 5.1 The provisions of the first sentence of Section 2 shall only apply when Declarant is an Occupant of at least. seventy-five percent (751/6) of the MOB's rentable area (the "75% Occupancy Threshold"). Leases (including renewals thereof) that are initially entered into when the 75% Occupancy Threshold is not met, shall remain unencumbered and unaffected by the first sentence of Section 2 during subsequent times when (and if) the 75% Occupancy Threshold is met. As of the Effective Date, Declarant occupies one hundred percent (100%) of the MOB's rentable area and the 75% Occupancy Threshold is, therefore, met. 5.2 The provisions of Section 3.5 and Section 7 shall only apply when Declarant is an Occupant of at least sixty percent (60%) of the MOB's rentable area (the "60% Occupancy Threshold"). Leases (including renewals thereof) that are initially entered into when the 60% Occupancy Threshold is not met, shall remain unencumbered and unaffected by Section 3.5 and Section 7 during subsequent times when (and if) the 60% Occupancy Threshold is met. As of the Effective Date, Declarant occupies one hundred percent (100%) of the MOB's rentable area and the 60% Occupancy Threshold is, therefore, met. 5.3 The provisions of Section 4 shall only apply when Declarant is an Occupant of at least fifty percent (50%) of the MOB's rentable area (the 1150% Occupancy Threshold"). Leases (including renewals thereof) that are initially entered into when the 50% Occupancy Threshold is not met, shall remain unencumbered and unaffected by Section 4 during subsequent times when (and if) the 50% Occupancy Threshold is met. As of the Effective Date, Declarant occupies one hundred percent (100%) of the MOB's rentable area and the 50% Occupancy Threshold is, therefore, met. 5.4 The provisions of Section 8 shall only apply when Declarant is an Occupant of at least ten percent (10%) of the MOB's rentable area (the "10% Occupancy Threshold"). Leases (including renewals thereof) that 2 are initially entered into when the 10% Occupancy Threshold is not met, 2 shall remain unencumbered and unaffected by Section 8 during 5 subsequent times when (and if) the 10% Occupancy Threshold is met. As 3 of the Effective Date, Declarant occupies one hundred percent (100%) of the MOB's rentable area and the 10% Occupancy Threshold is, therefore, $ met. 9 2 6. Management of MOB Parcel and MOB. The MOB shall be maintained, operated and managed by HR at all times in a manner consistent with Class A Medical Page 6 of 16 02.12412011 9:29 AM Office Properties, taking into account the age of the MOB and the type of construction. The selection of the Property Manager of the MOB Parcel and the MOB shall be subject to Declarant's approval unless the Property Manager is HR or an affiliate of HR. Declarant shall have the right from time to time, in addition to all other rights and remedies available to Declarant hereunder, to require the replacement of the Property Manager if there, exists any uncured event of default of HR under this Section 6. The term "Property Manager," as used herein, may include HR, but shall, in any event, mean the person or entity, nominated by HR and, except as provided above, approved by Declarant, that is, with respect to the MOB, responsible for the day to day marketing of available space, preparation of operating expense budgets, maintenance, cleaning, care, security and safety. The criteria upon which Declarant shall make its decision whether to require the replacement of the Property Manager, or to approve or withhold its consent of any Property Manager nominated by HR, shall be based upon the effectiveness of the Property Manager in performing its required duties, including but not limited to the following: (a) maintaining, operating and managing the MOB in a manner consistent with Class A Medical Office Properties, and (b) managing (as in the context of property management activities) and leasing (as in the context of procuring tenants for space) the MOB in furtherance of the best interests of Declarant and the best interests of HR as long as, and to the extent that, the best interests of HR do not conflict with the best interests of Declarant and always in a manner that does not result in HR having a conflict of interest, as reasonably determined by Declarant, with respect to the managing (as in the context of property management activities) and leasing (as in the context of procuring tenants for space) of property (other than the MOB) that competes for lessees or prospective lessees of the MOB. The term "Class A Medical Office Properties," whenever used in this Declaration, shall mean medical office properties that are maintained, operated and managed at a very high level of quality and in a meticulous manner. Class A Medical Office Properties are generally the most prestigious buildings in a marketplace competing for premier medical office users. High quality standard finishes and systems and exceptional accessibility are typical attributes of such properties. Nothing herein shall be deemed to require HR to demolish and rebuild the MOB in order to comply with this requirement. 7. Restrictions on Transfers. For purposes of this Section 7, the term "Owner" shall mean any owner, other than Declarant, of an Interest and the term "Transfer" shall mean any voluntary or involuntary disposition, sale, gift, conveyance, exchange, license, easement (other than any easement granted to one or more third -party utility providers or other Occupants of the MOB Parcel for ingress, egress purposes), lease (except any lease or sublease for a purpose described in Section 7.6.4 hereof), the Change in Control (as hereinafter defined) of an Owner, or the transfer of any of the stock or other equity interest of an Owner, or an affiliate of an Owner, to a Disqualified Person. The term "Change in Control" as used herein shall mean the transfer of more than fifty percent (500/6) of the stock or other equity interest in an Owner, or the transfer of the power to vote the same, or in the case of a nonprofit entity, the transfer of voting control at the membership, board 1.1 1 2 3 1 3 Page 7 of 16 0z241:011 9:28 AM of directors or other governing board level. A Transfer shall not include (i) the granting of a mortgage or security interest to an institutional mortgagee or any foreclosure or deed -in -lieu resulting therefrom or any Transfer to a purchaser at a foreclosure sale or deed -in -lieu thereof or (ii) any Transfer to an affiliate (defined in Section 8 hereof) of a transferring Owner; provided that such affiliate is not a Disqualified Person, and provided further, that none of the stock or other equity interest of the transferring Owner is transferred to a Disqualified Person, or (iii) any Transfer of an Interest in connection with the sale or other transfer of all or substantially all of such Owner's and/or its affiliates' other properties; provided that such Transfer is not to a Disqualified Person, and provided further, that none of the stock or other equity interest of the transferring Owner is transferred to a Disqualified Person (collectively, an "Excluded Transfer"). In the event of a prospective Transfer of an Interest, such Transfer shall be subject to the following restrictions: 7.1 Owner shall give Declarant written notice of Owner's intention to Transfer the Interest, which notice (the "Offer Notice") shalI include (A) the name and address of the prospective transferee, (B) the names and addresses of the principal owner(s) of the prospective transferee, (C) copies of the most recent audited and unaudited financial statements of the prospective transferee which Declarant shall keep confidential and disclose only on a need to know basis to its advisors and consultants to the extent the same exist, (D) the prospective transferee's intended use of the Interest and (E) the material terms and conditions of the prospective Transfer together with all other information regarding the prospective Transfer in the possession of Owner requested by Declarant. If a proposed Transfer (other than an Excluded Transfer) is part of an offer that includes more than one property, of which the Interest is included, then the value for the Interest shall be separately stated, and the Repurchase Right shall only be applicable to the Interest. 7.2 - For a period of sixty (60) days beginning on the date of Declarant's receipt of such written notice, Declarant shall have the exclusive right and option to purchase the Interest ("Repurchase Right") by delivering written notice (the "Exercise Notice") to Owner and Declarant may, in its Exercise Notice include an alternate price at which Declarant is willing to purchase the Interest (the "Alternate Purchase Price"). If the Exercise Notice contains no Alternate Purchase Price such exercise shall be irrevocable and the closing of the transaction shall occur within one hundred twenty 5 (120) days of the date that Declarant timely exercises its Repurchase 3 Right. i 7.3 If Declarant fails to timely exercise its Repurchase Right, such right shall $ be deemed waived, subject to Section 7.5 below. 7.4 If the Exercise Notice contains no Alternate Purchase Price, Declarant shall purchase the Interest at a price equal to the price for which the Page 8 of 16 0=412011 9:25 AM Interest is to be sold or transferred to the prospective transferee. If all or part of the consideration for the proposed Transfer is other than cash, Declarant's exercise of its Repurchase Right shall be deemed to be on the same terms and conditions as long as Declarant agrees to pay the fair market value (as determined by an appraiser acceptable to both Declarant and Owner) of the non -cash consideration to be received by the Owner. The cost of the appraisal shall be shared equally by the Declarant and the Owner. 7.5 If Declarant's Repurchase Right expires unexercised, or if Declarant proposes an Alternate Purchase Price, Owner and the prospective transferee shall, within one hundred eighty (180) days after the expiration of Declarant's Repurchase Right, close the Transfer transaction on substantially the same terms as set forth in the notice described in Section 7.1. If Owner and the prospective transferee fail to close within said one hundred eighty (180) day period, unless extended in writing by Declarant, then Owner's right to Transfer the Interest to such prospective transferee shall cease, and any future attempt to Transfer the Interest shall again be subject to Declarant's Repurchase Right. For purposes hereof, a Transfer shall be on substantially the same terms as set forth in the notice if (1) the net economic consideration to be received by the transferring Owner (including without limitation, purchase price and allocation of closing costs and other prorations) is greater than the greater of (a) the net economic consideration to be received by Owner based upon the Alternate Purchase Price or (b) ninety-eight percent (98%) of the net economic consideration to be received by the transferring Owner as set forth in the Offer Notice and (2) the remaining terms are not materially less favorable to the transferee than those terms set forth in the Offer Notice. 7.6 In any transaction involving Declarant as purchaser of an Interest amounting to a fee simple interest, marketable title to the Interest shall be conveyed to Declarant free and clear of any and all liens, encumbrances and exceptions of any kind or nature whatsoever except the following (the "Permitted Exceptions"): 7.6.1 The MOB Parcel taxes and assessments not delinquent; f 7.6.2 This Declaration and any ground lease relating to such interest; 2 7.6.3 Easements, restrictions and encumbrances of record (a) created on 3 or before the date hereof and (b) created after the date hereof and which do not impair the marketability of title to the Interest or f which Declarant agrees to assume or take title subject to; 8 7 7.6.4 Leases between the owner of the MOB as landlord and Occupants 55 of the MOB as tenants, and subleases where Occupants of the MOB are identified as sublandlords; and 8 Page 9 of 16 02/2412011 9:28 AM 7.6.5 All acts done or suffered by, through or under Declarant as well as all matters of record that existed as of the date of the commencement of any ground lease related to the Interest. As evidence of such title, Owner shall obtain and deliver to Declarant, within thirty (30) days after Declarant's exercise of its Repurchase Right: 7.6.6 A commitment for an ALTA owner's policy of title insurance (the "Commitment") which shall have attached thereto copies of all instruments noted therein as exceptions to title, and which shall be endorsed to and including the date of closing, insuring good and marketable title to the Interest, subject only to the Permitted Exceptions, and with such endorsements as may be reasonably i required by Declarant; and 7.6.7 A minimum standard detail requirements for ALTA/ACSM land title surveys of the land and any building included within the Interest to be purchased (the "Survey"), prepared by a land surveyor licensed and registered in the State of Michigan, and reasonably satisfactory to Declarant. Within ten (10) business days after receipt of the Commitment, the documents listed therein as exceptions, and the Survey, Declarant shall give Owner written notice of any exceptions enumerated in the Commitment and/or any matters shown on the Survey which are not Permitted Exceptions and are unacceptable to Declarant. Owner shall have ten (10) business days after receipt of that notice to have those exceptions removed and those matters corrected, and shall use its reasonable efforts promptly to do so, and if Owner is unable or unwilling to do so, the Transfer, contemplated herein, at the option of Declarant, shall terminate. Declarant may waive any such objection and close the Transfer subject to such objection taking a credit against the purchase price in -an amount equal to the known or readily and objectively ascertainable liquidated amount needed to remove such objection. Any cost and expense of the Commitment and the title insurance policy issued pursuant thereto, and of the Survey shall be bome solely by Owner. Any insured closing fees shall be shared equally by Declarant and Owner. If Declarant shall exercise its Repurchase Right, but fails to purchase without legal cause, then (1) Owner may proceed to sell the Interest to the third party upon such terms as Owner then determines and without regard to the provisions of Section 7 hereof, (2) Declarant shall pay to Owner, on demand, all damages incurred by Owner on account of Declarant's failure to so purchase. 9 2 2 5 3 I 3 S Page 10 of 16 02."14l2011 9:28 AM Notwithstanding any provision herein to the contrary, the provisions of this Section 7 will terminate if Declarant ceases to be an Occupant of at least ten percent (10%) of the MOB's rentable area. 8. Disqualified Person. Notwithstanding any provision contained herein to the contrary, no portion of the MOB shall at any time, unless the prior written approval of Declarant is obtained which approval may be granted or withheld in Declarant's absolute discretion, be owned, managed (as in the context of providing property management services), leased (as in the context of procuring tenants to occupy space in the MOB), operated, used or occupied by a Person if such Person, or any affiliate of such Person, directly or indirectly owns, manages (as in the context of providing property management services), or leases (as in the context of procuring tenants to occupy space) all or any portion of a hospital or building that meets all of the following criteria ("Building"): (a) the gross area of the Building is larger than ten thousand (10,000) square feet, (b) the Building is occupied by more than one (1) physician (c), the Building is located within a ten (10) mile radius of the MOB, (d) the Building is not the MOB and (e) the Building was not purchased from Declarant or an affiliate of Declarant simultaneously with or subsequent to this Declaration (herein, such a Person or an affiliate of such a Person is referred to as a "Disqualified Person"). Notwithstanding the immediately preceding sentence, Declarant shall not be included within the definition of Disqualified Person. Further, neither a Person that is a physician -tenant of a Building, nor a Person that is a group of physicians leasing space in a Building shall be included within the definition of a Disqualified Person. In addition, the owner of the MOB shall at all times be a Person that is actively engaged in the business of owning and managing medical office buildings and which has, at the time of such Person's initial acquisition of the MOB, a minimum net worth equal to the greater of (a) not less than twenty- five million dollars ($25,000,000.00), and (b) at least twenty percent (20%) multiplied by the aggregate fair market value of all medical office buildings (including the MOB) owned by such Person and acquired from Declarant and Declarant's affiliates. For purposes hereof, the term "affiliate" means a Person that controls another Person, is controlled by another Person, or is under common control with another Person. The term "control," as used in the immediately preceding sentence means, with respect to a corporation or similar entity, the right to exercise, directly or indirectly, more than 50% of the voting rights attributable to the controlled entity, and, with respect to any individual, partnership, trust or other similar entity, the possession, directly or indirectly, of the power to direct or cause the direction of the management or policies thereof. Notwithstanding any provision herein to the contrary, the provisions of this Section 8 will terminate if Declarant ceases to be an Occupant of at least ten percent (10%) of the MOB's rentable area. 9. Notices. Any and all notices, demands, requests, submissions, approvals, consents, or other communications or documents required to be given, delivered or served or which may be given, delivered or served under or by the terms and 10 i 2 2 5 3 i 3 7 Page 11 of 16 0212412011 9:28 AM provisions of this Declaration or pursuant to law or otherwise, shall be in writing. All notices shall be either (a) sent by overnight delivery using a nationally recognized overnight courier, in which case notice shall be deemed delivered one business day after deposit with such courier, (b) sent by certified or regular U.S. mail, postage prepaid, in which case notice shall be deemed delivered two business days after deposit in such mails, (c) sent by facsimile, in which case notice shall be deemed delivered upon the mechanical confirmation of delivery, or (d) sent by personal delivery, in which case notice shall be deemed delivered upon receipt or refusal of delivery. All notices shall be addressed, if to the Declarant, to Declarant at: Carondelet Health Network 2202 North Forbes Boulevard Tucson, Arizona 85745 Phone: (520) 872-7690 Fax: (520) 872-7852 Attn: Sally E. Jeffcoat, President/CE0 with copies to: Carondelet Health Network 2202 North Forbes Boulevard Tucson, Arizona 85745 Phone: (520) 872-7830 Fax: (520) 872-7838 Attn: Thomas M. Murphy, VP/General Counsel Hall, Render, Killian, Heath & Lyman, PSC Suite 2000, One American Square Indianapolis, IN 46282 Phone: (317) 977-1433 Fax: (317) 633-4972 Attn: Robert A. Hicks, Esq. AU notices shall be addressed, if to HR, to HR at: HR Acquisition I Corporation 3310 West End Avenue Suite 700 Nashville, TN 37203 Phone: (615) 269-8175 Fax: (615) 269-8461 Attn: Chief Operating Officer with a copy to: 11 1 2 2 S 3 Page 12 of 16 02.2412011 9:28 AM HR Acquisition I Corporation 3310 West End Avenue Suite 700 Nashville, TN 37203 Phone: (615) 269-8175 Fax: (615) 269-8461 Attn: General Counsel All notices shall be addressed, if to any Person other than HR or Declarant, at the address provided by such Person in a written notice properly given as required by this Declaration. 10. Restrictions and Covenants Running With the Land. Except as expressly set forth herein to the contrary, the restrictions and covenants imposed on the MOB Parcel pursuant to the terms and provisions hereof shall be binding upon all present and future owners, users and Occupants of the MOB Parcel and shall inure to the benefit of Declarant, Occupants, Owners and their grantees, successors and assigns. Such restrictions and covenants shall run with and bind the MOB Parcel. 11. Remedies For Violation of Declaration. In addition to any and all other rights and remedies to which it may be entitled hereunder, at law or in equity, in the event of a breach or attempted breach of any of the restrictions or covenants set forth in this Declaration on the part of any owner, user or Occupant of all or any part of the MOB Parcel or any improvements from time to time located thereon, Declarant and the Occupants shall be entitled to the remedy of specific performance and injunctive relief in connection therewith. Any breach hereunder on the part of any owner, user or Occupant of the MOB Parcel would cause immediate and irreparable harm and damage to Declarant for which the remedy of monetary damages would be insufficient, inadequate and incomplete and impossible to quantify accurately. 12. Restrictions and Covenants Appurtenant. The rights granted, created and made herein for the benefit of the Declarant and the Occupants and the MOB Parcel, together with the benefits and burdens thereof, shall run with and bind the MOB Parcel and shall bind and inure to the benefit of Declarant, the Occupants and their respective grantees, successors and assigns. All covenants, restrictions and agreements of the Declarant and the Occupants hereunder, together with the f benefits and burdens thereof, shall be deemed to be real covenants which touch 2 and concern the MOB Parcel. All covenants, restrictions and agreements 5 hereunder may be enforced by an action for specific performance, and in the event of a violation of any such restriction, covenant or agreement, Declarant and/or the Occupants may exercise any remedy available hereunder, at law or in equity, and recover all amounts expended in connection with exercising any such remedy $ (including without limitation, court costs and attorneys' fees). ? 9 13. Governing Law. This Declaration shall be governed by, and construed in accordance with, the laws of the State of Arizona. 12 Page 13 of 16 02/24f2011 9:23 AM I V 14. Non -Waiver. The failure of any interested party to enforce the provisions of this Declaration shall not constitute a waiver of the right to enforce them on any other occasion and no delay in enforcement shall constitute a waiver of the right of enforcement so long as a violation continues. 15 Severability. Invalidation of any one of the provisions of this Declaration by judgment or court order shall in no way affect any of the other provisions, which shall remain in full force and effect; provided, however, that if Section 1 is declared invalid, then Declarant may amend this Declaration to add comparable valid provisions. 16. Duration/Amendments. The restrictions and covenants contained herein shall be construed as and shall be covenants running with the land and shall be binding upon all Occupants and Declarant and their respective successors in interest until January 1, 2024, at which time said covenants and restrictions shall be automatically extended for successive periods of ten (10) years, unless terminated, modified or amended by subsequent mutual agreement of Declarant and owners of the fee simple estate of at least seventy-five percent (75%) of the acreage constituting the MOB Parcel. The restrictions and covenants contained in Section 1 of this Declaration shall be construed as and shall be covenants running with the MOB Parcel and shall be binding upon all Occupants and Declarant in perpetuity unless removed or modified by Declarant. 17. Recordation of Amendments. No termination, modification or amendment of this Declaration shall be effective until a proper instrument in writing has been executed by Declarant, acknowledged and recorded in the office of the Recorder of Pima County, Arizona. 18. Subordination. All leases, subleases, sub -subleases, mortgages, agreements, liens, encumbrances and other matters affecting the MOB Parcel and all improvements located on the MOB Parcel shall be and the same are expressly made subordinate and subject to this Declaration. IN WITNESS WHEREOF, the Declarant has caused this Declaration to be executed upon the date first above written. "Declarant" CARONDELET MANAGEMENT CORPORATION, IN S 8 By--v Tom Pepping,TJUZS AS� 1 i3 8 ii 13 Page 14 of 16 02.2412011 9:25 AM b Y STATE OF ARIZONA ) ) SS: COUNTY OF PIMA ) Subscribed and sworn to before me, the undersigned, a Notary Public in and for said County and State, personally appeared Tom Pepping, %V4eErxXK Irk of Declarant, and who, having been duly sworn, acknowledged a execution of the foregoing Declaration to be his voluntary act and deed for and on behalf of Declarant. Witness my hand and notarial seal this e day ofAMRW, 2004. My Commission Expires: tary Public -7, A Resident of 114 1; W %% Printed IIFFICIAL SEAL MARTHA A. LAVATY NOTARY PUBLIC-ARIZONA ,_Y PIMA COUNTY i•ot Comm, Exp. May 7, 2007 S This instrument was prepared by and when recorded return to Robert A. Hicks, Esq., Hall, Render, Killian, Heath & Lyman, P.S.C., One American Square, Suite 2000, Indianapolis, Indiana 46282. 1 82507 2.000RAH 14 Page 15 of 16 02,12412011 9:23 AM EXHIBIT "A" LEGAL DESCRIPTION All that real property situate in the County of Pima, State of Arizona, as more particularly described as follows: All of that portion of the Northwest Quarter of Section 36 in Township 12 South of Range 13 East, Gila and Salt River Base and Meridian, Pima County, Arizona, more particularly described as follows, TO WIT: BEGINNING at the Northwest comer of said Section 36; THENCE South 00°00'47" West along the West line of said Section 36, a distance of 30.00 feet of the South Right -of -Way of Magee road and being the TRUE POINT OF BEGINNING of the parcel to be described herein; THENCE South 86°16'11" East along said South Right -of -Way line as established by Deeds, recorded in Docket 546, at Pages 152 through 156, records of Pima County, Arizona, a distance of 271.23 feet to a point; THENCE South 00°00'47" West parallel with and 270.66 feet East of the West line of Section 36, a distance of 473.98 feet to a point; THENCE South 89°59'29" West, parallel with the North line of Section 36, a distance of 270.66 feet to a point on the West line of Section 36; THENCE North 00°00'47" East along the West line of Section 36, a distance of 491.66 feet to a point, said point being THE TRUE POINT OF BEGINNING, of the parcel herein described. EXCEPT therefrom that portion as conveyed in Docket 6234, Page 620. Assessor's Parcel No.: 225-50-0040 1 2 2 5 3 Page 16 of 16 02/24/2011 9.28 AM 44 4 r--0 r_�I, �Os�p I- 'THE OWNER COVENANTS 10 HOLD PIMA COUMTI, ITS SUCCESSORS AND ASSIGNS. HARMLESS IN THE EVEN] Of FLOODING.' 2. 'THE OWNER COVENANTS THAT ALL PUBLIC ROADS ON OR ADJACENT TO THIS SUB- DIVISION (DIVE LOPMENT) SMALL BE CONSTRUCTED IN ACCORDANCE WITH AP- PROVED PLANS TO MINIMUM PIMA COUNTY STANDARDS FOR PAYED ROADS, AND CONSTRUCTION PLANS SMALL BE SUBMITTED TO THE PIMA COUNTY HIGHWAY DE- PARTMENT FOR REVIEW AND APPROVAL, OR ASSURANCES ACCEPTABLE 10 PIMA COUNTY HIGHWAY DEPARTMENT SHALL BE RECEIVED PRIOR TO THE ISSUANCE OF ANY PERMITS FROM THE ZONING INSPECTOR.' 3. 'TNE OWNER COVENANTS TO PAVE THE PRIVATE STREETS, BUT NOT NECESSARILY TO PIMA COUNTY S7ANDARDS.- A. 'THE OWNER COVENANTS THAT DRAINAGE WILL NOT BE ALTERED, DISTURBED OR OBSTRUCTED OTHER THAN AS SHOW ON THIS PLAN WITHOUT THE APPROVAL OF THE PIMA COUNTY FLOOD PLAN BOARD.' S. 'THE OWNER COVENANTS TO ACCEPT RESPONSIBILITY FOR MAINTENANCE, CON- TROL, SAFETY AND LIABILITY OF PRIVATE STREETS, DRAINAGEIIAYS. DRAINAGE EASEMENTS. PRIVATE DRIVES. PAAXIMG AREAS, AND PHYSICAL BARRIERS.' �c 6.1'THE OWNER COVENANTS TO PROVIDE REVISED DEVELOPMENT PLANS FOR REVIEW iANO APPROVAL FOR ANY NEW OR ADOII CORAL BUILDING OR STRUCTURE PR 1OR TO -' THE ISSUANCE OF ANY PE AMIS FROM THE ZONING INSPECTOR.' 7. •THF LNWFR COVENANTS TO NO FARTHER SUBDIVISION NOR ANY LOT SPLIT WITHOUT THE WRITTEN APPROVAL OF THE BOARD OF SUPERVISORS.' 8. 'All PARNG AREAS AND THEIR RFSPEC7IVE COMMERCIAL DRIVES SMALL BE PAVED XI IN AT WITH ACCEPTED PAYING STANDARDS WITH NOT LESS THAN 1-1/2- OF ASPHALTIC CONCRETE OR AN EOUIVALENT." 9. ;ANY UTILITIES THAT MAY HAVE 10 BE RELOCATED AS A RESULT OF THIS OE- VELOPMCNT MILL BE DONE 50 AT NO EXPENSE 10 PIMA COUNTY.' I0. 'THE OWNER COVENANTS TO PROVIDE BY SEPARATE INSTRUMENT A ONE -FOOT NO - AC Cf SS EASEMENT ALONG THE NORTH AND WEST BOUNDARIES EXCEPT AT POINTS OF INGRESS/EGRESS.' 11. •TNE OWNER WILL INSTALL PHYSICAL BARRIERS ALONG THE NORTH AND WEST BOUNDARIES EXCEPT AT POINTS OF INGRESS.EGRESS FOR THE CONTROL OF VEHICULAR TRAFFIC." 12. 'THIS DEVELOPMENT WILL BE LANDSCAPED IN ACCORDANCE WITH ARTICLE 22A OF THE PIMA COUNTY ZONING ORDINANCE. PLAN5 WILL BE SUBMITTED TO THE PIMA COUNTY PLANNING DEPARTMENT FOR REVIEW AND APPROVAL PRIOR TO THE ISSUANCE OF ANY PERMITS FAOM THE ZONING INSPECTOR." 13. THE NEAREST PAVED ACCESS WHICH IS TO SERVE THIS SUBDIVISIONIDEVELOP- MY OT AND IS MAINTAINED BY PIMA COUNTY IS MAGEE ROAD AND IS ADJACENT TO 7H IS SUBDIVISION. 14. 'THE OWNER COVENANTS THAT IF, IN THE OPINION OF THE HIGHWAY DEPART- MENT, YIOLAIIDES OF THE 'NO -ACCESS' EASEMENT ARE CREATING A HAZAPDOLS (ON'41.'N, THE PROPERTY OWNER SHALL INSTALL PHYSICAL BARRIERS OR MOD- IFY EXIST TNG PHYSICAL BARRIERS IN ORDER TO LIMIT ACCESS TO THE DESIG- NATED LOCATION. REGARDLESS OF THE ZONE.- 15. AN ALLEY WAIVER 1S HEREBY REQUESTED IN ACCORDANCE WITH SECTION 3331.01, PARAGRAPH B. OF TNE COUNTY ZONING -PLAN. 16. 'ON -SITE SEWERS WILL BE PRIVATE AND WILL BE CONSTRUCTED, OPERATED AND MAINTAINED ON A PRIVATE BASIS. THE LOCATION AND METHOD OF CONNECTION 10 AN EXISTING PUBLIC SEWER IS SUBJECT TO REVIEW BY THE PIMA COUNTY - WASTEWATER MANAGEMENT DEPARTMENT. AT THE TIME OF THE SUBMITTAL OF PLUMBING PLANS.' t �1 XTu F�� jau kfio 6 ixnlPTloLl w , �M5. SdbwPW UAM nH. hI11Kh I Ea. zl z4 45 I1Et7164. 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BreAWtDet1N i� A-1 1 011 +: 1 10f 1 . !iI Page 1 of 1 Laws, David From: Ronquillo, David Sent: Tuesday, February 22, 2011 10:59 AM To: Laws, David; John Rouff Cc: Tanya Grahn; tacy@bogardusengineering.com; John Wood Subject: RE: 551 W. Magee Road Site Plan Hi John, The planning items/responses are highlighted in red below. David and David Thanks for meeting with Tracy and myself yesterday. I wanted to follow up our meeting with a quick summary of the items we discussed. Please respond to this email to confirm these items. • We will not be required to meet handicapped accessibility for the new parking expansion — Correct, but as previously stated it is strongly encouraged that the handicap spaces be brought up to code, especially based on the medical use of the site. • We will maintain the previously approved setbacks for the site — yes. existing setbacks will be maintained • We will need to meet the first flush requirements for the new pavement only — Correct, refer to Chapter 11 of the Town's Drainage Criteria Manual for additional information. • If sufficient water harvesting is provided then we may not need to detain any water at the outlet of the site — Correct, however, keep in mind that maximum water harvesting depth is 4" and must dissipate within 12 hours. Refer to Chapter 11 of the Town's Drainage Criteria Manual for additional information. • Parking design needs to meet Town requirements (10' wide landscaping island for every 9 spaces) —yes. this requirement must be met. David Laws, Since a soils report is not required for the project, I wanted to see how we can get a copy of the soils report for the adjacent development (south or east of us). — Provide a completed Records Request Form which can be found at: http://www.orovalleyaz.gov/Assets/ assets/town clerk/pdf/Request+for+Records+Form.pdf The report will be sent out by the Town to a local reproductions office and you will be billed by them for the copying costs. We should have geotech reports for the Neighborhood Wal-Mart and the Oracle Crossings commercial center available. David Ronquillo, You mentioned that we would probably need to submit 5-7 copies of the plan. Please verify the required number of Site Plans, Landscape Plans and Drainage Reports we will need to submit, as well as the required fees for each. Six copies of the site plan, three copies of the landscape plan, two copies of drainage report and a staff review fee of $200 for administrative approval. Again, thanks for meeting with us. It was great to meet you both and we look forward to working more with you and the Town. John Rouff Presidio Engineering Ph: (520) 795-7255 04/04/2011 ORO VALLEY PLANNING AND ZONING DEPARTMENT MEMORANDUM TO: Town Manager; Oro Valley Police Department; Golder Ranch Fire District; Tucson Electric Power; Parks & Recreation Department; Oro Valley Water Department; Economic Development; Building Safety Division; Transit Services; Planning Department; Zoning Enforcement; Legal Department; Public Works; Pima County Assessors; and Pima County Wastewater. FROM: Matt Michels, Senior Planner DATE: September 7, 2010 RE: Development Review Committee Agenda for Thurs., September 9, 2010 LOCATION: Hopi Room 9:00 a.m. Pre -Application Review: OV1210-19, HR Acquisition Corporation, represented by Presidio Engineering, requests preliminary review of a parking lot expansion for an existing medical office building, located at 551 W. Magee Road. For questions and additional information, please contact David Ronquillo, Senior Planner, at (520) 229-4817or dronguillo(a.orovalleyaz.gov. 9:1'5 a.m. applicant 9:45 a.m. Adjourn w ^t .IPL Y 'gAil Development and Infrastructure Services Department Permitting Division 11000 N La Canada Drive, Oro Valley, Arizona 85737 •520-229-4815.520-742-1022 Vie._ (Fax) pU1VDED �g1 TYPE 2 GRADING PERMIT CHECKLIST All items listed below must be completed prior to scheduling a pre -grading conference. OWNER/DEVELOPER: HR Acquisition I Corn GRADING PERMIT #: PROJECT NAME: 551 W Maeee Road Parking Lot Expansion OV #: IP1210-19 ENGINEER/AGENT: John Wood, Presidio Engineering PHONE: (520)795-7255 DATE: 08/16/2011 ❑ Provide four bond copies of the approved Improvement Plans: 5 (subdivision) ❑ Provide a completed Grading Permit Application ❑ Construction/Restoration Bond* * Note: Bond Estimates shall be submitted & approved by OV Staff prior to bond submission ❑ Type 2 Grading Permit fee is $500 (can be paid at pre -construction meeting) pvp_LEYAy/ 0 �a/NDED 19�a Development and Infrastructure Services August 16, 2011 John Wood, P.E. Presidio Engineering, Inc 4582 N 15t Avenue, Ste #120 Tucson, AZ 85718 RE: IP1210-19, Acceptance Letter for the Parking Lot Expansion at 551 W Magee Road Dear John, The Town of Oro Valley Permitting Division has completed review of the improvement plans for the Parking Lot Expansion project. The proposed improvements have been accepted and the Town Engineer has signed the Mylar cover sheet. In accordance with the ORO VALLEY ZONING CODE (OVZC): SEC. 26.3, 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 and pre -construction meeting are required for this project. A Type 2 Grading Permit application and checklist are attached for your use. The checklist identifies all items required before the pre -construction meeting can be scheduled. The Type 2 Grading Permit is issued during the pre -construction meeting. This project requires that assurances be posted in the form of a Construction/ Restoration Bond. Please refer to OVZC Chapter 26 — Sec. 26.6 (Assurances) for details regarding the procedures of approving and posting project assurances. See the attached list for items that are to be included in the Construction/ Restoration Bond estimate. It is required that bond estimates be submitted for review and approval by Town staff prior to finalizing the bond amounts. The Town's official bond forms are attached for use once the estimates have been approved. 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 Development and Infrastructure Services Department for review and acceptance prior to the request for final site inspection and full release of any bonds/assurances. Please provide Oro Valley with four complete bond sets of the finalized approved plans. If you have any questions, please call me at (520) 229-4808. Sincerely, vid Laws, P.E. Senior Civil Engineer Attachments: Signed Mylar, Grading Permit Application & Checklist, Bond Estimate forms cc: Permit Technician, File Planning Permitting Inspection & Compliance Engineering Operations Transit (520) 229-4821 (520) 229-4815 (520) 229-4815 (520) 229-4894 (520) 229-5070 (520) 229-4990 Caring for our heritage, our community, our future. 11000 N. La Canada Drive • Oro Valley, Arizona 85737 fax: (520) 742-1022 • www.orovalleyaz.gov Permit No. Expires Development and Infrastructure Services Department Rev1ew Fee s Permitting Division 11000 N La Ga6ada Drive, Oro Valley, Arizona 85737 • 520-229-41315 • 520-742-1022 (Fax) Permit Fee 5 TYPE Z GRADING PERMIT APPLICATION - CONDITIONS Notice to Permit I folder.- It is the applicantloNN,ner's responsil)ilily to ensure ,III prirate rules and regulations of 114 lbdivision are adhered to. Contact Your HOA or propert ' Management determine applicable requirements. Initial Here PROJECT LOCATION: APPLICANT: r ADDRESS: 1-L� CITY:ff rice i __ STATE: DAY�_---- CONTACT PERSON: s)e CS ni l_ ZIP CODE:__ EMERGENCY PHONE: I.ICEN'SE #: ADDRESS: CITY: s,rATE: _ ZIP CODE:.. _ D:\l' PHONE: pur.,vGENCY CONTACT PERSON: SUPERINTENDENT CELL PHONE: EMERGENCY PHONE: r} Book Pate O\' Case. ✓I t Subdivision I Project Name:J 1 0 Section -- Township Range __A2A.,_...__.. Tax code i Parcel 4: r (,a ' cubic arils (Cut); c� .._ cubic \'lards (Fill) Estimated disturbed area is �•! .. Acres; Earthwork: �, y Prniect size is i Acres. Is Project Phased? YES / NO r - ❑ arclreologic:il Clc,irnoce Letter ❑ Storinwater Pollution Prevention Plan ❑ Soil Report n Notice of Intent (N01) Description of Permitted Activities: Gr•adinir Statement: (� I. Stabilization, erosion and drainage control measures: cubic yards. 2. Estimated qualititY of earth material to be removed from site: _ off -site ChSpOSaI location: ______�"��._.--- ;. .� description of the dust �otal`-of method tobeused dpI grading and until re -vegetation or tit�ibilization has been compacted: O // a. Starting date: �_.' Expected completion date: a ned and i'OR :1N0 t CONSIDERATION I applicable sc,t tionstof the Orolit. the trvalley Toast Code, thelicant his read and Oro Va11cy Standard Plans m d Specites to observe and colliply with the g'icattiionsftan)tP� levant ICounty 11 and all genera permit State or federal Regulations. arxl any special conditions imposed by the Planning Administrator, and to complete said workall in acaxdonce .pith the approved/accepted plan(s) and/or Standard Plans and+or Engineering Directive& y this nit le icant eval j'}c responsibilities o or obligauv ePtsIeh may result rfror nfar thh<wvrl<Iperro n>Nd Under eering rdirork covered mil, The+appl c�nttmust el eck for iD t permit clomp) financial a�it i I)! S /1rm) reap Corps of Engineers, l f, //1 1 Date: OfIJdo- ltJ C/ date: Town Employee Signature: TYPE 2 GRADING STANDARD CONDITIONS 1. A copy of the approved grading permit, as well as any special conditions, and a set of the approved grading plans shall be kept in an easily accessible location oil the site at all times. 2. Any changes to the approved plans shall require the submittal of a revision to the Town of Oro Valley for review and approval prior to the construction of said changes in the field. 3. Erosion control uuensures shall be implemented and properly maintained to prevent erosion of slopes, and cleared. brushed. grubbed or graded areas. 4. The Contractor shall install stabilization devices when necessary to prevent erosion or sediment transport front the construction site. 5. All exposed graded areas, cut and fill slopes shall be re -vegetated, stabilized, andlor constructed prior to the expiration of the grading pennit. All work shall be done in accordance with applicable regulations, codes and approved plans. G. The top of n cut slope shall be made not nearer to the site boundary lime than one -fifth the vertical height ofcut, with a ntinintunt of taro feet. The toe of a till slope shall be made nol nearer to the site boundary than one-half the vertical height of the fill, with a minimum of two feet. 7. No ernding activity shall be allowed in any lloodplain, except as provided ill the Town of Oro Valley Floodplain Manngement Ordinance and authorized by permit from the Town of Oro Valley. 8. Earth and vegetation removed from the site shall be disposed of ill an approved location. 9. Noise generated by construction, demolition, excavation or grading according to the following restrictions. a. Concrete. The pouring of concrete and all associated work may be conducted from April IS through October 15 between the hours of 5:00 a.m. and 7:00 p.m. and from October 16 through April 14 between the hours of 6:00 a.m. and 6:00 P.M- or as authorized pursuant to an Extended Construction Hours Work Permit (ECHWP) issued under Oro Valley Town Code Section 10-1-4. b. All other construction. Within 500 11- of a residential zone, all other construction may occur between the hours of 6:00 a.m. and 6:00 p.m. Construction sites "tore than 500 A. from a residential zone ntay conduct work between the (tours of 3:00 a.m. and 6:00 p.m. construction hours may be extended pursuant to nil ECHWP issued under Oro Valley Town Code Section 10-14. The distance from a residential zone shall be determined by measuring from all property litres of the construction site. 10. No vehicles or equipment shall encroach onto areas designated to remain in a natural state on the approved final plat, development plan, grading, landscape or native salvage plans. Points of entry to the site during grading shall be only as designated on the approved grading plan. 11. During grading and until re -vegetation or stabilization has taken place, dust shall be minimized through the application of approved dust controls in accordance with Section'17.9,2n of the Oro Valley Zoning Code Revised (OVZCR). l2. Public tights -of -a ay, sidewalks and other improvements shall be maintained during grading in a neat and clean condition, free of o original appearance at no cost to loose soil, construction debris and trash. Any damaged areas shall be restored tthe Town of red within a public right-of-way withot" the written approval of the Oro Valley. Debris. fill material or equipment shall not be sto Town Engineer. 13. The permit holder shall provide notification twenty-four (24) hours prior to an inspection request. or as specified by the grading permit. 14. The contractor shall call for rough grading, certification of the building pad elevation. and final gilding inspections. 15. Notice of violation, Stop Work Order, and/or Citation may be issued whenever Town of Oro Valley determines that the grading does not comply with Town of Oro Valley approved plans or permit conditions. 16. A Type 2 Grading Permit shall be null and void if the authorized work has not been completed within one year of permit issuance. TYPE 2 GRADING SPECIAL CONDITIONS A Right -Of -Way user permit is required for any work within the Town Right -Of -Way. Prior to consideration for Certification of Occupancy (C. of 0.) andlor release of assurances. amped by the Engineer of Record along with a letter of n. As-Biuilts of the project will need to be st substantial Completion- b. All surveillance notes will be handed in from the Engineer of Record or his representative. c. if during the course of reviewing the project there are more than 10 punch list items, the Town of Oro Valley will consider the project not to be in substantial completion and a meeting will be held with the Engineer of Record to determine the status of the project and when final assurances may be released. The applicant hereby certifies that he/she understands that the granting of a grading permit does not give hintlher the authority to commence construction orally water improvements or related works. He/She further certifies that he.she understands that construction of any water improvements requires a prior approval to construct issued by the Pima County Department of Environmental QualitY, pursuant to Arizona Administrative Code Rule R18-d-505, and the satisfaction of ally other applicable rules, regulations, lams or ordinances. 4. A field pre -construction meeting shall be scheduled at least five (S) working, days prior to tine start of any *Water system construction: Contact,Mark Moore, Oro Valley Water Utility, 229.5017. 5. By receipt of this permit, the property owner/applicant agrees that Town -of Oro Valley designees may enter onto the property in order to make inspections of the property for compliance with Town of Oro Valley codes. 6. Any stockpile on.this site shall not exceed six feet in height and shall be located only within the approved limits of grading under this permit. 7. Trash tlumpsters mustbe provided for trash disposal at the construction site. Wire receptacles are not allowed for trash storaec. S. Storrnwater pollution, prevention measures shall be installed prior to the onset of constructiou activities and shall be maintained throughout construction as.dirIected by the Stormwater Pollution Prevention Alan and permitted by r1DEQ. 9, A Storntwater Prevention Plan is provided for this site. The plan identifies the ntininturn measures required during cons r ction. The measures such as construction entrance(s), silt fences, and straw bate areas have been stabilized with permanent erosion control ieasures: 10. Temporary Stormwater Pollution Prevention measures shall be removed and property disposed of when the graded areas have been satisfactorily stabilized. It. As -built plates and Engineer and Geotechnical Letter of Certification shall be submitted a minimum of two weeks prior to the expiration date of the permit and must beacceNted by the Town of Oro Valley. 12. In all cases the Type Grading Pennit must retrain active until the site certification has been accepted by the Town of Oro Valley. Applicant shall reapply.or extend pennit as necessary. 13. if cultural resources are discovered during development, %York shall cease unfit a qualified archeologist inspects llte site and n�aterials.and makes recommendations regarding treatment, if )tuman remains are discovered, the contractor shall Coordinate with the Town and tile State Museum to contact related tribes or communities who may have ancestral ties to the remains. 14. %lonthly reporting,is required. Reports shall contain; ,1) Engineers observatioitreports 2) �rtaterial (site) geotechnical reports. ,NOTE: Signature indicates acknowledgetnent and acceptance of all standard and special conditions listed on this permit. gate attire tthoried Ap}(tCant _ BOQK PAGE GENERAL NOTES 1 GROSS LOT AREA = 1.223 ACRES. TOTAL BUILDING NET AREA = 10,447 SQ. FT. 2 EXISTING ZONING RANCHO VISTOSO P.A.D. WITH OFFICE/RESEARCH PARK CPI ZONING 3 BUILDING SQUARE FOOTAGE: 1ST FLOOR - 8,400 90. FT SECOND FLOOR - 1,957 SO, FT. TOTAL - 10,447 SO. FT. 4 AMOUNT OF PARKING REQUIRED: 31 TOTAL REQUIRED GENERAL OFFICE - 5,320 SQ. FT. GENERAL OFFICE PARKING PER RANCHO VISTOSO PAD. WITH OFFICE/RESEARCH PARK CPI ZONING 5,320/250 = 22 SPACES INDUSTRIAL - 5.127 SO FT. INDUSTRIAL - .75 SPACES PER 1 EMPLOYEE 11 x .75 = 9 SPACES 5 GROSS AREA > 25% x NET LOT AREA = .25 x 53,313 SQ.FT. = 13.328 SQ.FT. ALLOWED 10,447 SQ.FT. ACTUAL 6 THE BASIS OF BEARING IS SOUTH 6YII'48" WEST CENTERUNS VISTOSO COMMERCE LOOP PER DOCKET 8151 AT PAGE 2563. 7 BASIS OF ELEVATON IS ADOT 3" ACP IN NORTH CENTERLINE MEDIAN BULINOSE OF ORACLE HWY. AT RANCHO VISTOSO BLVD. STAMPED 1989 ELEVATION2841.44. A SITE BENCHMARK WAS ESTABLISHED ON A 2' BRASS CAP SURVEY MONUMENT ELEVATION 8 THE DEVELOPER WILL CONVENANT TO HOLD THE TOWN OF ORO VAM, ITS SUCCESSORS AND ASSIGNS, HARMLESS IN THE EVENT OF FLOODING. 9 DRAINAGE WILL NOT BE ALTERED, DISTURBED OR OBSTRUCTED WITHOUT THE APPROVAL OF THE ORO VALLEY TOWN COUNCIL. 10 THE DESIGN VEHICLE FOR THIS PROJECT IS SU-30. DESIGN SPEED IS 15 MPH. 11 COMMERCE LOOP POSTED SPEED LIMIT = 35 MPH 12 APPROVED IMPROVEMENT PLANS AND APPROVED ASSURANCES WILL BE REQUIRED PRIOR TO ISSUANCE OF GRADING PERMIT. 13 WATER SUPPLY: THE WATER DISTRICT FOR THIS DEVELOPMENT IS THE TOWN OF ORO VALLEY WATER UTILTIY. 14 SEWAGE DISPOSAL THE SEWAGE FROM THIS DEVELOPMENT WILL FLOW INTO THE SEWAGE SYSTEM OPERATED BY PIMA COUNTY WASTEWATER MANAGEMENT DISTRICT. THIS PROJECT WILL CONNECT TO THE EXISTING 8" SILVER MAN. 15* ONSITE SANITARY SEWERS WILL BE PRIVATE AND WILL BE CONSTRUCTED, OPERATED AND MAINTAINED ON A PRIVATE BASIS. THE LOCATION AND METHOD OF CONNECTION TO AN EXISTING PUBUC SANITARY SEWER IS SUBJECT TO REVIEW AND APPROVAL BY THE PIMA COUNTY WASTEWATFR MANAGEMENT DEPARTMENT AT THE TIME OF SUBMITTAL OF PLUMBING OR BUILDING PLANS. 16 THE TOTAL FIXTURE COUNT IS 50 (APPROXIMATE). 17 MATERIALS WITHIN SIGHT VISIBILITY TRIANGLE SHALL BE PLACED SO AS NOT TO INTERFERE WITH A VISIBILITY PLANE DESCRIBED BY TWO HORIZONTAL LINES LOCATED 30 INCHES AND 72 INCHES ABOVE FINISHED QRADE OF THE ROADWAY SURFACE. 18 REQUIRED FIRE FLOW IS 1,500 GPM. PROVIDE FIRE FLOW IS 2,750 GPM, 19 MAXIMUM BUIUDING HEIGHT IS 36'-0". PROPOSED BUILDING HEIGHT IS 32'-8", 20 THE PROPERTY OWNER SWILL BE RESPONSIBLE FOR ALLOCATION 1% OF THE BUILDING CONSTRUCTION COST TO PROVIDE FUNDING FOR PUBLIC ART PER ORO VALLEY ZONING CODE SEC. SEC. 4.5Of2 21. ANY WASTEWATER DISCHARGED INTO THE PUBLIC SANITARY SEWERAGE SYSTEM SHALL MEET THE REQUIREMENTS OF THE INDUSTRIAL WASTE ORDINANCE (PIMA COUNTRY ORDINANCE 1991-140, AS AMENDED) 22 THE PROPERTY OWNER, HIS SUCCESSORS OR ASSIGNS AGREE TO 1) KEEP ALL REQUIRED LANDSCAPED AREAS MAINTAINED IN A WEED FREE, TRASH FREE CONDITION, 2) REPLACE ANY DEAD PLANT MATERIAL WITHIN 90 DAYS AND 3) MAINTAIN THE IRRIGATION SYSTEM IN PROPER WORKING ORDER. 23 ALL QRAINACEWAYS ARE TO BE CONSTRUCTED ACCORDING TO APPROVED PLANS PRIOR TO THE ISSUANCE OF ANY PERMITS FORM THE TOWN ENGINEER AND/OR BUILDING OFFICIAL FOR PARCEL 22302014F. 24 ONE 12' x 35' OFF-STREET LOADING SPACE REQUIRED - 1 20' x 40' LOADING DOCK PRRVIDED. 25 ONE RECESSED REFUSE COLLECTION PROVIDED. 26 BUILDING SETBACKS: REQUIR PROVIDED FRONT 25'-0" 56'-0" EAST SIDE 20'-0" 26'-0' WEST SIDE 20'-0" 66'-0' BACK 30'-0" 154'-3" 27 PERCENT LANDSCAPE - 18,171 SO. FT. LANDSCAPE AREA/51,313 LOT AREA - 34% 26 APPROXIMATE AREA OF ORANAGEWAYS/NATURAL AREA = 2,500 SO. FT. 29 ANY RELOCATION, MODIFICATION, ETC, OF THE EXISTING UTILITIES AND/OR PUBUC IMPROVEMENTS REQUIRED BY THIS DEVELOPMENT WILL BE AT NO EXPENSE TO THE PUBUC. 30 A PROJECT CONSTRUCTION PERMIT MUST BE SECURED FROM PIMA COUNTY WASTEWATER MANAGEMENT DEPARTMENT BEFORE BEGINNING ANY WORK ON THIS PROJECT. LEGAL DESCRIPTION Of a portion of Section 29, Township it South, Range 14 East, Gila and Salt River Base and Meridian, Pima County, Arizona, described as follows, Commencing at the Southwest corner of Lot 262 of Rancho Vistoso, Neighborhood 2, Phase 2, as recorded In Book 51 of Maps and Plats at Page 64, records of Pima County, Arizona; Thence South 29'20'51' West a distance of 71.93 feet to the Point of Beginning; Thence South 60'48'11' East a distance of 139.66 feet to a point of curvature of a tangent curve concave Southwesterly; Thence Southeasterly along the arc of said curve to the right having a radius of 230.00 feet, and a central angle of 34'00'00', for an arc length of 136.48 feet) Thence South 26'48'11' East o distance of 99.12 feet to a point on the arc of a nontangent curve, concave Northwesterly, a radial of sald curve through said point having a bearing of North 26'48'10' West, said curve being the said Northerly line of an easement recorded in Docket 8379 at page 2117, records of Pima County, Arizona; Thence Southwesterly, along said Northerly line, along the arc of said curve to the left, having a radius of 510.00 feet, and a oentral angle of 03'22'20', for an arc length of 30.02 feet; Thence South 63'11'48' West along said Northerly line, a distance of 162.00 feet; Thence leaving said Northerly line, North 26'48'11' West a distance of 288,00 feet] Thence North 26'06'10' East a distance of 93.50 feet to the Point of Beginning. 4' COW, MIALK W MR.4s eLQ4 MUM P. � GRADEOR PAVING BUILDING PER PLAN - ��IIIII,±II'll �IIIIII�II .niu—uiwa 1T=wn1= C-QWAGTED EARTH CONCRETE WALKWAY & CURB MONO POUR I• w 1.-0' • I 1 d PAM < .d. • d • d 0 • G.ASa 1 BIKE STORA6E - d' 2 KETAL BIGYLE WOKER5 (CREATIVE PIPE. INC, OR a CQUAIJ. PAMT PT . 4 • . •d . ' e jn CONCRETE SLAB 'd � d . a LEGEND A.C. PAVING NEW CONCRETE SIDEWALK COT/PC STD OTL 200 FLOW ARROW EXISTING SPOT ELEVATION EXISTING CONTOUR NEW CONTOUR RIGHT-OF-WAY DEDICATION HANDICAPPED PARKING NEW LANDSCAPE/SCREEN WALL EXISTING LANDSCAPE/SCREEN WALL EXISTING PAVEMENT FINISHED FLOOR ELEVATION RIP RAP SIDEWALX SCUPPER 24' OPENING IN Wki, CURB ACCESS RAMP - COT/PC STD DTL 207 (UNLESS OTHERWISE NOTED) 6" VERTICAL CURB (TYPE 2) COT/PC STD DTL 209 6" EXTRUDED CURB CLASS I BICYCLE PARKING CLASS II BICYCLE PARKING SITE VISIBILTY TRIANU L.) ` ALE MOUNT TEL 6.4.E SE a EL n g 65/4'x 2'YI/4• BR 2 - ` JRFA-E MODNT STAINLESS STEEL 50- LOM6, EALH H06M 2 BIKES . �-- SIDFd1MALK a 1 V]' II euAeE -5TM 10 TwIHa S a -i1-54•-�j�C4A LASS-2 BICYCLE RACK N T.5 STOPS AS NDK.ATED ON M.Ax , �10' x 20' PARKING SPACE CLASS I BICYCLE ST GARO E PLAN VIFYN 1/4• w 1'-0• �10' x 1T PARKING SPACE _-© 2002, INTERTECH ARCHITECTURAL INTERIORS, INC. D P B K 26 P G 42 S H T 1 0 F EXIST WATER LINE — EXIST SEWER UNE — M EXIST, UNDERGOUND ELECTRIC 6241 EXIST UNDERGROUND TELEPHONE -- EXIST GAS UNE — EXIST WATER METER EXIST WATER VALVE ® CLEAN OUT GUTTER ELEVATION TOP OF WALK ELEVATION '7771777777/717, BUILD NG MOUNTED SITE UGHTING F.F.E. SITE UGHTING TWO IVAY TRAFFIC NEW 'MATER UNE NEW SEWER UNE Fo FIRE 1YDRANT PROMSED SPOT ELEVATIONS SEI: TABLE SHEET 2 PrxE MID ACCESSW PARKIN,, WA W TIE w1E1WAna AL SYH30. y clOWpEM OF McnOOLL ITY Ca'PLYNO W GRB STOP ADA SIGN LETTER SPECS VAN Aazsa. L.ET7mms FWD. TE WEEL I. r STOPS A5 xkaICATEp oN n.AN VIEWESSED CIAS 7 'SHARED ACCESS AISLE' SPACE W S -- -E- - T — G — WM WV CO 600 G 62 41 TOW d jt W LOCATION MAP V'N Of a portion of Section 29. T-11-S, R-14-E, G. & S.R.M., TOWN OF ORO VALLEY Pima County, Arizona, PARCEL 122302018 SCALE 3"=1 MILE ® MOLM W 5 CHPaHE ROIHD HEAD SCPX.M RESERVED I In i PARKING = *M NOTED ON Iln PLAN 5 ) C4, TO DID LLOSE TOP FED AND 6MW SMOOTH . AHD PAIHT PUTEA PERMIT _ - j• - ONLY - CONCRETE BASE m ww want wool Mw1 _ I/Z. 90• -j - TO BE CENTERED nw •.. m-m ON HC PARKINS I SPADE TYP. 8 HANDICAP PARKING SIGN N.TS. TOWN OF ORO VALLEY PROJ#: OV 1 202-20 Z 0 N E : SEE GENERAL NOTES Adm. Address: 2285 E. VISTOSO COMMERCE LP11 D H U IE� U E `V� LJ Ll ,awQl 6- Tvwar Twlwaowal .... ... I -- Mon. •(,AD T on. DEVELOPMENT PLAN FOR GUM TECHNOLOGY NEW FACILITY COVER SHEET VISTOSO COWAERCE LOOP TOWN OF ORO VALUIY APPROVED TOWN OF ORO VALLEY CLERK —T DATE C(b�A4. \°llaoo'S TOWN COUNCIL APPROVAL DATE SHEET INDEX SHEET - COVER 3 EET + DETAILS 6T EET 2 - DEVELOPMENT PLAN SHEET 3 - DEVELOPMENT PLAN DETAILS PRIMARY PROPERTY OWNER/DEVELOPER ALLEN FREED VISTOSO GUM BUILDING LLC P.O. BOX 35206 TUCSON, AZ 85740-5206 (520) 888-5500 LEGAL DESCRIPTION A portion of Section 29, Township 11 South, Rol! 14 East, Gila c; and Salt River Bose and Meridian, Pima County, Rol! 14 ° Nv vN. �SY.•AN, 01-20-03 11U&oment review committee Scale: KI-S- 02-19-03 DRB review comments _ Job Number: 02010.0011 06-1L=Q3-3C_WagC&tCt comments Dote: 12-18-02 Drawn By: SHS RCMUS Checked By: OV12.02.20 BOOK PAGE SHEET 1 OF 3 BOOK PAGE S83.52.33'E 180.06 R Z/q 2�Zq UNDEVELOPED Fnd stone ZONED: CPI TC Sec4on G 6714 m \ � / \ 7 \ /. 40. h t \ �7F 73� zm_��_ION 66 \ ER PC OT 510 DUAIL 28� ,4, 6 5' DEPRESSED CURB 3' CURB TRANSITION E PER PC COT STD OEWL 212 011 RW = 2863.88 858 /J •\ 6 v� 5401INV = 2859.95 \• 5 �F ` U 2 UNDEVELOPED ZONED: CPI 0 M V 65 PROPOSED 5483 BUILDING 1ST FLOOR = 8.490 SO. FT. 2NO FLOOR = 1,957 $9. FT. TOTAL = 10,447 SQ. FT. BLDG. HEIGHT 32'-8" 2865.00 FFE 2.64.33 FPE 644 285 LV 5C) Se4,,93�a 0� 5 ACP NE corner Section 29 S89.52'29'E P m z B' BLEEDER PIPE FROM LOADING BAY 215 56 LF 0 2.129 IW IN - 2860.96 IN OUT - 28564 COMMERCIAL ZONED: CPI 0 KEYNOTES BASIN MAINTENANCE THE FOLLOWING SCHEDULE AND CHECK UST SHALL BE USED FOR 1 LOADING DOCK 20' x 40'. MAINTENANCE OF THE DETENTION RETENTION BASINS AND THEIR OUTLETS: 2 RECESSED TRASH RECEPTACLE 1. ONCE A YEAR A CERTIFIED PROFESSIONAL ENGINEER SHALL INSPECT THE 3 CLASS I BICYCLE PARKING. SEE DTL 3/SHT, 1 RETENTION/DETENTION BASINS AND THEIR OUTLET STRUCTURES FOR THE 4 CLASS II BICYCLE PARKING SEE OR 4/SHT 1 FOLLOWING: 5 LINE -OF -SIGHT VISIBILITY TRIANGLES, NO STRUCT. OR VEGETATION A EXCESSIVE SILTING SHALL BE LOCATED OR MAINTAINED SO AS TO INTERFERE W/ SIGHT B DEGRADATION OF SIDE SLOPES. VISIBILITY ALL LANDSCAPE TO MANTAN A CLEAR LINE OF SIGHT C. PERCOLATION WITHIN THE RETENTION BASINS. ABOVE 30" AND BELOW 6'-0" WITHIN THE SIGHT VISIBILITY TRIANGLE. D. OUTLET STRUCTURE INTEGRITY. 6 10' x 20' PARKING SPACE W/ 6'-C"Lx6"H CURB STOP 0 3'-0" 2. THE ENGINEER WILL PREPARE A REPORT FOR THE HOME OWNERS FROM CURB FACE WHERE SHOWN OV PLAN. SEE DTL 5/SHT. 1 ASSOCIATION REGARDING ITEMS A-D AND MAKE RECOMMENDATIONS IN THE 7 NEW 4" THICK CONC. SIDEWALK PEF PC/COT STD. DTL. 200. FOLLOWING FORMAT: A MAINTENANCE WORK IS NEEDED. 8 NEW ASPHALT PAVING, TYPICAL. B. A CHECK LIST OF THE MAINTENANCE ITEMS. 9 SITE LIGHTING WILL CONFORM TO OFO VALLY CODE. C. AFTER THE MAINTENANCE ITEMS HAVE BEEN PERFORMED A 10 NEW CONC. CURD ACCESS RAMP PER PC/COT STD. DTL. 207. CERTIFICATION OF THE CORRECTIVE MEASURES TAKEN WILL BE SEE DTL 12/SHT. 3 REQUIRED BY SAID PROFESSIONAL ENGINEER. 11 10' x 17' PARKING SPACE W/ 3'-0" OVERHANG OF CURB, D. IF THERE IS NO MAINTENANCE WORK REQUIRED AND THE BASINS ARE FUNCTIONING CORRECTLY THE ENGINEER WILL CERTIFY THIS. SEE DTL 6/SHT. 1 E. A STATEMENT CERTIFYING THAT WATERSHED CONDITIONS HAVE NOT 12 PUBLIC ART, SUBJECT TO TOWN OF ORO VALLEY ARTS ADVISORY CHANGED SINCE THE PREVIOUS INSPECTION REPORT. BOARD APPROVAL; WRITTEN AGREEMENT W/ ARTIST TO BE SUBMITTED F. IF WATERSHEDS HAVE CHANGED A STATEMENT OUTLINING THE EFFECTS TO ONE OF ORO VALLEY PLANNING AND ZONING ADMINISTRATOR ON THE OVERALL DETENTION/RETENTION SYSTEM WILL BE REQUIRED. PRIOR TO CERTIFICATE OF OCCUPANCY. VERIFY COMPUANT DOLLAR G.IF THE WATERSHEDS HAVE CHANGED TO THE EXTENT THAT THE AMOUNT. PUBLIC ART SHALL COMPLY W/ ALL PUBLIC ART DETENTION/RETENTION SYSTEM NO LONGER SATISFIES TOWN OF PROVISIONS IN SECTION 4-504 OF THE TOWN OF ORO VALLEY ORO VALLEY FLOOOPLAIN REGULATIONS AN IMMEDIATE NOTIFICATION REVISED ZONING CODE OF THE TOWN OF ORO VALLEY ENGINEERING DIVISION IS REQUIRED. CONCLUSIONS 13 HANDICAP PARKING SPACE PER ADA REQUIREMENTS. SEE THIS SHE WILL BE DESIGNED AND DEVELOPED IN ACCORDANCE WITH TOWN DTL 7/SHT. 1 OF ORO VALLEY STANDARDS. THIS REPORT HAS SHOWN THAT ORD VALLEY 14 EXISTING SIDEWALK TO REMAIN. FLOODPLNN ORDINANCES AND STATUTES HAVE BEEN ADHERED TO. THE 15 LANDSCAPE AREA DEVELOPMENT PLAN AND GRADING PLANS WILL BE SUBMITTED WITH THIS INFORMATION AND CAN BE APPROVED FOR DRAINAGE REQUIREMENTS. 16 REMOVE EXISTING VERTICAL CURB A'D SIDE WALK. INSTALL NEW ELEVATION TABLE CONCRETE VALLEY GUTTER PER PC/COT STD. DTL. 208 17 NEW TYPE "2" VERTICAL CURB PER PC/COT STD. DTL. 209. NO ELEVATION REMARKS NO 18 NEW EXTRUDED CURB. 1 60.64.t/60.14t TC/G, MATCH EXISTING 41 6456164.06 TC/( 19 NEW MONO POUR VERTICAL CURB AND SIDEWALK. TYPICAL AROUND BUILDING SEE DTL 2/SHT 1 2 62.65152 15 TC/G 42 64 52164.02 TC/( 3 63.19162.59 TC/G 43 6J. 68 PAVEMENT, GRADE BREAK 20 3'-0" MASONRY PATIO WALL, SEE 0"L 11/SHT. 3 4 6371/6321 TC/G 44 6239 PAVEMENT 21 EXISTING DEPRESSED CURB. 5 63 6163.10 TC/G 45 60.52t MATCH EXISTING 22 10' x 24' PARALLEL PARKING SPACE. 6 64.12163 62 TC/C GRADE BREAK 46 61 55t/61.05t TC/G. MATCH EXISTING 23 PROPOSED SIGNAGE. D 1 24 CATCH BASIN. SEE DTL 13/SHT. 3 BAs G UME=.2Z ACET 25 6'-0" HIGH MASONRY SCREEN WALL SEE DTL 11/SHT. 3 SIM. c64o2 YEAR _28z7s 26 WATER FWTVESTING AREA C u s 27 18" CURB OPENING RIM 2863 NV = 285720 28 4' SIDEWALK SCUPPER SEE DTL. 15,TSHT. 3. RIP RAP 29 BENCH -SPECIFICATION TO BE DETERMINED. 6, THICK - 1' E / ~ N' ON FLUB FABRIC 30 DEMO EXISTING SIDEWALK 31 FREE FORM 4" CONCRETE SIDEWA�f PF,R T STD. DTL. 200. 61 5 ' TYPE 4 CATCH BASIN OURET) / co 32 4" PRIVATE SEWER LINE. % Rmr-286335 GRATE EL-2861.50 / 606 INN IN=2855.71-12' OPENING 33 6" WATER LINE . ANY OUT=2B55.38.18' OPENING TIE INTO EXISTING 24- RCP 6 j a / 7 64.37/63.87 TC/C 471 62.65/62. 15 TC/I 8 64.71164.21 TC/G 48 63.19162.69 TC/I 9 64.78164 28 TC/G 49 63.70163.20 TC/I 10 64.84164.34 TC/G 50 6354163.04 TC/i 11 64.50154 00 TC/G 51 6J 64163.31 SIDE 12 64.9716447 TC/G, GRADE BREAK 52 63.39 PAW iJ 65.2016470 TC/G 53 63.43 PAW 14 65.54165.04 TC/G 54 63 93163.60 SIDE 15 65.69165.19 TC/G 55 64 61164.28 SIDE 16 65.84/65.34 TC/C 56 64.67/64.I7 TC/i 17 655016500 TC/G 57 6470 SID 18 66.2716577 TC/G 58 64.76 SID 19 66 61166.1 1 TC/C 59 1 64.78 SID 20 669616646 TC/G 60 6495 SPO 21 66.62/66 12 TC/C 61 6495 SPO u �'�� Q►y " `! Ass 24* RCP • 1300-N. / Z! r 22 2J 66.21165.71 65.52165.02 1C/G TC/G 62 63 64 95 64.17 SP SID 24 65.00164.50 TC/G 64 64.19 SID 25 64.J4 DEPRESSED CURB 65 64.57 SID 26 64.79 BUILDING CORNER 66 60.80 8" 27 - NOT USED 67 60.90 SWA NOTE: ADDRESS ASSIGNED IN WRONG HUNDRED BLOCK DUE TO EXISTING ADDRESS TO THE EAST 28 61.00 RAMP 68 60.96 SWA 29 64.50 SPOT 69 56.20 8" 6f33 \ 30 65.00 BEGIN TRUCK RAMP 70 64.50 SP 31 6500 BEGIN TRUCK RAMP 71 64.73 BUI 32 61.00 TRUCK RAMP SPOT 72 64.75 BUI 33 64.95 SPOT 73 6486 BUI 34 64.75 PAVEMENT 74 64 50 BUI 35 64.71 PAVEMENT 75 64.91 BUII J6 64.70 PAVEMENT 76 64.93 BUI! EWALK .WALK ,WALK T T EWALK EWALK DRAIN PIPE INLET LE LE DRAIN PIPE OUTU LDING CORNER LDING CORNER LDING CORNER LDING CORNER J7 64 84/64 J4 TC/G 77 6495 SPOT 38 64.65 PAVEMENT 78 64.60 BUILDING CORNER 264.J5 PAVEMENT 79 64.60 BUILDING CORNER 40 6d.84/64.34 TC/G 80 65 00 BUILDING CORNER LEGAL DESCRIPTION A portion of Section 29, Township 11 South, Range 14 East, Gila w w o w r r w o r u w w r w r w w e o w o and Salt River Base and Meridian, Pima County, Arizona bPtp"' SCALE P . 20'-0' CONTOUR INTERVAL - 1'-0' oewe wwor owwwr woa,w 13147 ruowwA, wwraaww uwoweo+wi } WAIT:EE SWAY, , �• ' DEVELOPMENT PLAN FOR GUM TECHNOLOGY CONTOUR INTERVAL = V--0" 01-20-03 Development review committee Scale. 1" = 20'-0" NEW FACILITY 02-19-03 DEB review comments _ Job Number. 02010 000 DEVELOPMENT PLAN te: 12-IA-07 VISTOSO COMMERCE LOOP 08-04-03 Revised Per Zoning Comments Drawn By: SHS TOWN OF ORO VALLE( RLvarNs Checked By: 0V12.02.20 © 2002, INTERTECH ARCHITECTURAL INTERIORS, INC. DP B K 26 PG 42 SHT 2 OF 3 BOOK PAGE SHEET 2 OF 3 BOOK PAGE 6' CURB STOP \ LANDIN-FLAW AREA \ I / NEW SIDEWALK \\ PE NOTE IF SITE CONDITIONS DICTATE DEVIATIONS FROM 570 DETAIL COORDINATE WA6ENCY TACTILE IIWWIIN& DEVICE PLACE 6ROVE9 IN 2' AIR T, 1/4• WIDE, I/a' DEEP 6ROOVE5 • WARP TO MATCH MAY EfE OR TOOLED 1/2' BIM-iINDL* JOINT FILLER PLAN ' CVRB-,r—b'-0• MW—f-4'-0'- f 6-1 0' MIN— f- &UTTER LINE FAVATION 610• MI FOR aM REVEAL i T-1/2' U MAX a'-0' M FOR cLRB REVEAL) a• �- 4'S TO MATCH &UTTER LINE DHTAIL "B" (SEE DETAIL'B') 73T1�- eEGTION "A" �1 CURB ACCESS RAMP I/4' = 1'-0' GRATE FRAME OFF ROADWAY LOCATION PER ADOT STD DTL C-15.70 I I I I I II I II II II II I I I EXISTING 24" RCP II I II II II 11 II PLAN CATCH BASIN TYPE 4 - SINGLE CONSTRUCTION JOINT (TYP) EF-1 GRATE Pf EL-2861.50 a' CMJ ELOCK WALL W STVCCO µ{ REBAR PER I v I• OS sTRucMeAL 1• I ,� COMPACTED I I a FILL I` I { N \ CONCRETE roo'nN& FM STRUCTURAL I I ^ ORAVE — - I h e IIT�I � iil=l . _ � 1If�T I• i I i• • L L 1 SITE WALL SECTION I, 3/4' I'-C' 1 12' OPENINGINV L4,CONSTRICT EL-2855.71V9'VARIES 2'MINFTE-65.00WSEL 057' NOBOTTOMEXISTI OPENING f4 BARS, 18' C TO C REINFORCING INV EL-2855.J8 FROM 24' TO 18' e' ORNN PIPE J: t MAX HORIZ AND VERT, 1 1/2" INV EL-2855.38 CLEAR TO INSIDE OF WALL ELEVATION 12 CHANNEL SECTION N.T.S. CATCH BASIN TYPE 4 - SINGLE 14 CATCH BASIN DETAILS e � 2" AG 6650, 4' ABC 977 713S 5 50' 29 00' J2 00' CONC SILK PER PC/COT STD DTL 1 NO. 200 COMPACTED SUBGRADE II- 2y 0_50X i OOR MAX. DENSITY)SEE PAVEMENT STRUCTURAL STRUCTURAL PAVEMENT CONC VERT CURB 0� sEcnoN No. t PC/COT STD Dn SEGTION N.T.5. NO 209, h-6' • �Q TYPICAL SECTION 1 V N.TS. (rP) © 2002, INTERTECH ARCHITECTURAL INTERIORS, INC. GENERAL NOTES I. PIPES CAN BE PLACED IN ANY WALL. 2. SUMP FLOOR SHALL HAVE A WOOD TROWEL FINISH AND A MINIMUM 4:1 SLOPE IN ALL DIRECTIONS TOWARD OUTLET PIPE, J. ALL STRUCTURAL STEEL SHALL BE ASTM A36. 4. GRATE, FRAME AND BEAM SHALL BE GIVEN ONE SHOP COAT OF NO. 1 PAINT 5. ALL CONCRETE SHALL BE CLASS B. 6. CONSTRUCTION OF JOINTS AND DRAINS SHALL BE PLACED TO MEET FIELD CONDITIONS. Z EF - ELECTROFORGED 8. GRATES TYPE EF ARE RESTRICTED TO SLOPES OF Jx OR LESS. 9. GRATING UNITS AND FRAMES SHALL BE FABRICATED FROM STRUCTURAL STEEL EXCEPT AS NOTED. 10. ALL WELDING SHALL BE IN ACCORDANCE WITH STANDARD WELDING SPECIFICATIONS. If. GRATES AND FRAMES SHALL FIT TO A MAXIMUM ROCK OF 0.093" AT ANY POINT CLEAR BAR SPACING NO. BARS X GRATE OPENING SO FT 1 J/8' 1 13 5/16' J.97 —11 S/A" e U '0 U O U h. 7 J 1/2' x 112", 1 7/8 a C TO C, BEARING BARS 1'1 J/16 — X 1/4' END BARS PLAN GRATE TYPE EF-1 PER ADOT STD DTI. C-15.50 6' N N M N 3/80 CROSS BARS MAY BE FILLET WELDED. RESISTANCE WELDED OR ELECTROFORGED TO BEARING BARS SECTION A -A APRON SHALL BE SHAPED TO SUIT LOCAL CONDITIONS AND SHALL EXTEND A MIN OF 4'-0" FROM EDGE OF GRATE IN ALL DIRECTIONS. GRATE SHALL BE DEPRESSED A MINIMUM OF 4' BELOW SURROUNDED TERRAIN AND BEARING BARS SHALL BE PARALLEL DIRECTION OF PRINCIPAL PRINCIPAL FLOW. W I I 2" THICK AC APRON I II I MEET EXISTING TERRAIN ALL AROUND Y,ALLEI TYPE EF-1 GRATE PER (r)(P) ADOT STD C-15.50 CATCH BASIN TYPE 4 3' • SAFETY HANDRAIL PER PC/COT STD. DTL 105 4" THICK CO C. SIDEWALK REINF W/ 4 0 8 O.C, 12:1 TRANSITION TO DEPRESSED CURB SIDEWALK fTER LINE 1/2"x3"x4" RRAP J \ D50=6"IP-ON FF L 6" THICK CONCRETE INLET SCUPPER DETAIL �JJ KTS 0 HIrIELI 117 IF CU LJ A w O N I T w O T Y R A L 1 N T w w l O w• �0�� RIA�T OwANT wOAO /M00lt, TY0�01L Aw1i01N IAIOIt��-��M DEVELOPMENT PLAN FOR GUM TECHNOLOGY NEW FACILITY DETAILS VIST030 COMMERCE LOOP TOWN OF ORO VALLEY LEGAL DESCRIPTION A portion of Section 29, Township 11 South, Ronr 14 East, Gila and Salt River Base and Meridian, Pima County, Arizona 01-20-03 Development review commilteg_ Scale: 1' = 20'-0' 02-19-03 DRB review comments — Job Number: 02010.1— 06-11-03 PC WasteWater comments ,._ Date: 12-18-02 Drawn By. 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"' ,;' .` , .;l' .,'%�, •r r. pry N LOS,T- w s p , s} r, • !! • , 1 : y �� r �19� • i �VIEW DR / ..• •�, Ir - a I r/I/.. r ff , ya�u' I ` m v �• � N ISTOSO BLU FF PL ly , 777 r �,. ,' � ,. x rY, • 'wig i".01" �y. ,fdk 1G, •»• . .S.' .e �'r� .trs r, � .. ,,1�:e �► _ R � a . z : 4 , aqe :-, �. ...; ..,.�,• ._•tl+. - J � �. r'iRr•. ',#i ;�"Y.R�� - aid,, y .�s• '� - -- .. _ ",-r. ' - _ • ,. ra;,•: —r ,. •, " - :, ar..: -> ,- .-� r` � � :. - ' - - �.:.F +�r�`•4, rt+. q9 • '�.,.,. �.,r`-?: ": ,..-..w iy - ..r p . : .- -.. : k R ,. , q y�• r�: _,£, ,, - S - , i /e - -ek ,. ,:lAi' .t - , a^w:-... ! .{ � r ,,.; h. yam,.. /, ,.�' a i !. .'+f°C:. '4► . ,,. .. �P:. . �: .+(jt..<. • - ,. ••.:-. ;. r. 4 F �'d �, _ -- -',i'* :,yF .'7r. a _ , -fC. uv.. f ♦. .fir{.-1'r>1 r: q . !' 2. ez. a. M ,.? - `'a •l " tom/': •. •ti a i. y'...., f a --.. r,.. .. ,: •«> :: ,. .♦ '. , •..A - P' ., .�.. :: !•+ W' .�. a. aj y�� :. F '.Ter ,,.: A, •:t S .. ,.+ '..,. ,.. .. ,�.. , r. f �' � ". � '�` '�:' >t4 ''t•. ,�1, .. ..,f .r ..: : �. r. �.:� w• � r= il.,fiwa. 7+..r+y:Mr :&:kilt '..r _.a. ��01_': �'a'i♦W _ ..:a.;�. ,. ... nr. �.1..i.�. >� . . .,.. •. r> r4 3 , .'t r : TOWN OF ORO VALLEY COUNCIL COMMUNICATION TO: HONORABLE MAYOR & COUNCIL FROM: David Ronquillo, Planner I MEETING DATE: March 19, 2003 SUBJECT: OV12-02-20, INTERTECH ARCHITECTURAL INTERIORS INC, REPRESENTING GUM TECHNOLOGY CORPORATION, REOUESTS APPROVAL OF A DEVELOPMENT PLAN FOR AN OFFICE & LABORATORY FACILITY; LOCATED WITHIN RANCHO VISTOSO NEIGHBORHOOD 2, PARCEL #22302014B BACKGROUND: The subject property consists of 1.22 acres and is located within the Rancho Vistoso Planned Area Development (PAD) Neighborhood 2. Furthermore, it is directly south of the existing Easy Care facility. The zoning is PAD with a land use designation of Campus Park Industrial. SUMMARY: Function The Gum Technology is a supplier of food grade ingredients to the food, pharmaceutical and allied industries. The company imports and further processes ingredients that are hydrocolloid based. Hydrocolloids, commonly called "gums", are used as thickeners, suspension aids, gelling agents, and texturizers in many food products. The ingredients are imported from all over the world and blended to make stabilizers for customers. This facility will be divided into two areas; office/research (5,320 sq. ft.) and warehouse (5,127 sq. ft.) with a total building area is 10,447 square feet. Surrounding Land Uses Northwest: Rancho Vistoso PAD, Campus Park Industrial, Residential. Northeast: Rancho Vistoso PAD, Campus Park Industrial, Easy Care Facility Southwest: Rancho Vistoso PAD, Campus Park Industrial, Vacant Land. Southeast: Rancho Vistoso PAD, C-1 Commercial (Across Vistoso Commerce Loop). General Development Standards Zoning: PAD/CPI General Plan: Commerce Park Building Height: Permitted: 36', Proposed: 32' - 8" (Two Story) PAD Setbacks: Front 25', Side 20', Rear 30' OVZCR/Rancho Vistoso PAD The project provides sufficient parking, access, loading area, landscaping, and pedestrian access within the site. Overall, the development complies with all the requirements of the OVZCR and the Rancho Vistoso PAD FA2 DIV PLANNING\OV\OV Pre-2006\OV12\2002\OV12-02-20\reports\DPTCrpt.doc TOWN OF ORO VALLEY COUNCIL COMMUNICATION Page 2 of 4 Design Guidelines The following design guidelines are applicable; • "Loading and service areas should be screened from public view." Due to the close proximity of the residential area to the back of the building, the loading zone has been adequately screened with vegetation along the rear portion of the property. • "Screen all outdoor refuse areas" One refuse area is depicted on the northwest corner of the building; however, it is recessed and screened with vegetation to avoid views from the adjacent properties. Open Space The Rancho Vistoso PAD designated approximately 44,350 sf. of natural open space on the 53,143 sf, site (see attached Exhibit B). Based on the Site Resource Inventory and a site visit, the subject property is relatively flat with minor areas of 15-25% slope and sparse vegetation throughout the site. There are no riparian areas or designated floodplain; however, there is a minor trace of a drainage area on the northeast corner of the property. This area appears to have been created with drainage entering from the adjacent property and not part of a wash. The drainage from this area flows through culverts underneath Vistoso Commerce Loop to a designated natural open space area, behind the existing commercial properties. Overall, this site does not have characteristics found in areas designated as "open space" (see attached Exhibit C). Staff is unsure of the original intent of the land use designation; however, it is clear that this area is not valuable "open space". It is devoid'of significant vegetation and topographical features. Based on the PAD map, an open space area and trail were also designated through a portion of the residential area to the north (Rancho Vistoso Neighborhood 2, Phase 2) that connected with the open space on the subject parcel. Even though, there is no documentation of a trade for these areas, staff is under the impression that a trade was achieved based on the amount of additional protected open space throughout the site. In the end, this trade isolated the open space on the subject parcel — eliminating the connectivity and value as a future trail area. After the plat was approved, a decision was made to focus trail building efforts on a wash to the north and east. Since an open space trade was achieved for the residential area to the north that isolated the subject parcel and finding a lack of valuable habitat or topographic features, the open space land use designation should be reconsidered by introducing an open space trade. Open Space Trade In order to achieve a land trade the following two options have been discussed with the applicant; Option 1: A trade area of approximately 60,984 square feet (1.40 acres) located on the east side of Vistoso Commerce Loop and directly across from the subject property (see attached Exhibit D). This land is a portion of Parcel C within the approved development plan for the Ambulatory. Center (see attached Exhibit E). Encroachment into this area would not hinder the previously approved developable area. The trade area is a wash currently not protected as open space and consists of dense vegetation and 25% slopes. This land is a portion of wash that runs from the northern part of the residential area south toward Rancho Vistoso Boulevard. FA2 DIV PLANNING\OV\OV Pre-2006\OV12\2002\OV12-02-20\reports\DPTCrpt.doc COUNCIL COMMUNICATION Pate 3 of 4 Option 2: A trade area of approximately 118,000 square feet (2.73 acres) located on the west side of Rancho Vistoso Neighborhood 2 situated between Big Wash and the residential area (see attached Exhibit D). The various trade areas are primarily undisturbed land with dense vegetation and not designated in the PAD as existing open space. These areas are not designated as open space; however, they are already protected and designated on the final plat as Common Area "A". The location of these trade areas would be in insignificant segments of the site. Summary Staff recommends Option 1 be utilized for the following reasons; 1. The riparian area within this wash would be protected. 2. This area would provide continuity between the segment of wash and the existing open space. 3. It would provide an opportunity for a trail continuation to the residential area through the wash. Overall, protection of this area would provide a benefit to the Town by preserving a resource. The Development Review Board conditionally approved this development plan with Option 1. Drainage The existing drainage patterns will be maintained, with storm water runoff discharging on the west and south sides of the project. Detention will be provided in a basin on the south side of the site and discharged south into an existing 24" culvert beneath Vistoso Commerce Loop. On the west side of the site a depressed landscaping area will provide water harvesting detention. The detention system is designed to limit the post developed flows to the pre -developed rate. Grading A Type 2 Grading Permit will be required to construct the building pad, drainage structures, utilities, parking lot, and any walls necessary for grading on the development site. Traffic Access to the facility will be from the west and east on Vistoso Commerce Loop. The area highway network has been designed and constructed to incorporate the traffic generated from this development. PUBLIC NOTIFICATION: The development plan has been noticed and published in accordance with the Town policies. Since the completion of this report, no comments have been received from any residents. DEVELOPMENT REVIEW BOARD ACTION: On February 11, 2003, the Development Review Board voted (6-0) to conditionally approve the development plan for the Gum Technology. In addition, the landscape plan and architecture were also approved. All the DRB conditions have been addressed. FA2 DIV PLANNING\OV\OV Pre-2006\OV12\2002\OV12-02-20\reports\DPTCrpt.doc TOWN OF ORO VALLEY COUNCIL COMMUNICATION Page 4 of 4 GENERAL PLAN COMPLIANCE: The development Plan complies with the General Plan Design Policies as proposed. In particular the following policy applies; Policy 9.ID, "all development proposals should attempt to arrange building, massing of buildings, and/or arrangements of lots to preserve views from adjacent properties and streets while providing privacy for residents ". A two story building is proposed; however the structure is low and clustered to preserve view from the adjacent properties. RECOMMENDATION: Staff recommends approval of the Development Plan for the Gum Technology with the conditions in Exhibit "A". SUGGESTED MOTIONS: The Town Council may wish to consider one of the following motions; I move to approve OV 12-02-20, Development Plan for the Gum Technology. OR I move to approve OV 12-02-20, Development Plan for the Gum Technology with the following additional conditions: s I move to deny OV 12-00-03B, Development Plan for the Gum Technology, finding that: Attachments: 1. Exhibit "A" Conditions of Approval 2. Exhibit `B" Open Space Map 3. Exhibit "C" Aerial Photo of Subject Property 4. Exhibit "D" Open Space Trade Area Options 1 & 2 5. Exhibit "B" Ambulatory Center 6. Gum Technology Development Plan cc: Steve Shields Intertech Architecture Interiors 6089 E. Grant Tucson, AZ 85712 Fax: 298-8299 Planning and Zoning Administrator Community Development Director Town Manager FA2 DN PLANNING\OV\OV Pre-2006\OV12\2002\OV12-02-20\reports\DPTCrpt.doc OV12-02-20 EXHIBIT "A" GUM TECHNOLOGY 1. Elevations in the parking area shall be revised to ensure the minimum slope of 0.5% is maintained. FA2 DIV PLANNING\OV\OV Pre-2006\OV12\2002\OV12-02-20\reports\DPTCrpt.doc TOWN OF ORO VALLEY STAFF REPORT TO TOWN COUNCIL MEETING DATE: May 21, 2003 TO: HONORABLE MAYOR & COUNCIL . FROM: David Ronquillo, Planner I SUBJECT: RESOLUTION NO. (R)03 , A DEVELOPMENT AGREEMENT BETWEEN THE TOWN OF ORO VALLEY AND OVERLAND VISTOSO LIMITED PARTNERSHIP FOR A PROPOSED LAND TRADE WITHIN THE RANCHO VISTOSO PLANNED AREA DEVELOPMENT BACKGROUND: The proposed development agreement involves the development plan for the Gum Technology (OV 12-02-20) which was approved by Town Council on March 19, 2003. The property consists of 1.22 acres and the zoning is PAD with a land use designation of Campus Park Industrial. It is located within the Rancho Vistoso Planned Area Development Neighborhood 2, directly south of the existing Easy Care Facility. The Rancho Vistoso PAD designates approximately 1.02 acres of open space within the site. As part of this approval an open space exchange was achieved; however, in order to formally document the land exchange, Overland Vistoso Limited Partnerships has requested a development agreement with the Town of Oro Valley. SUMMARY: Overland Vistoso Limited Partnerships (Cottonwood Properties) has submitted a development agreement to document an open space exchange associated with the approved Gum Technology development plan. The development agreement trade area is depicted in Exhibit `B" and consists of approximately 1.20 acres. It is located on the east side of Vistoso Commerce Loop directly across from the Gum Technology. A community trail was also integrated into the trade area, in order to provide continuity with the existing PAD trail and connection with the Neighborhood 2' residential area. In the future, once the ambulatory center is complete, a sidewalk will be established, further connecting the path north and terminating at Oracle Road (see attached Exhibit Q. Currently, Overland Vistoso Limited Partnership owns five properties within Rancho Vistoso Neighborhood 2 & 3 (Parcels 213, 2C, 2E, 3A & 313). As part of this agreement, the developer wishes to clarify the remaining undeveloped parcels and the open space designated within each property, as specified in the Rancho Vistoso PAD (see attached Exhibit "A"). The development agreement effectively reiterates the requirements of the PAD and assures Overland Vistoso Limited Partnership that these are the only open space provisions that will apply. In the future, Overland Vistoso Limited Partnership would be responsible for maintaining the open space areas in their natural state. Furthermore, with the exception of Parcels 2E and 2B, the remaining parcels have a previously approved development plan or plat. In sum, Staff finds that the development agreement is acceptable and will benefit the Town by protecting the .riparian area within the wash and establishing a trail that will provide connection between the segment of wash and the existing open space. FA2 DIV PLANNING\OV\OV Pre-2006\OV12\2002\OV12-02-20\development agreement\TCrpt.development.agreement.doc TOWN OF ORO VALLEY STAFF REPORT TO TOWN COUNCIL Page 2 of 2 RECOMMENDATION: Staff recommends approval of the proposed Development Agreement between the Town of Oro Valley and Overland Vistoso Limited Partnership with a condition that the word "establish" in the development agreement (Recitals, Paragraph C) be revised to "confirm". SUGGESTED MOTION: I move to approve Resolution No. (R)03 , Development Agreement between the Town of Oro Valley and Overland Vistoso Limited Partnership with a condition that the word "establish" in the development agreement (Recitals, Paragraph C) be revised to "confirm". Attachments: 1. Resolution 2. Development Agreement 3. Exhibit "A" Overland Parcels 4. Exhibit "B" Trade Area/Trail 5. Exhibit "C" Location Map cc: Bill Hallinan Fax: 577-2391 Planning and Zoning Administrator Community Development Director Town Manager FA2 DIV PLANNING\OV\OV Pre-2006\OV12\2002\OV12-02-20\developmentagreement\TCrpt.developmentagreement.doc Prepared By The WLB Group, Inc. Gustav Paul Oland, Project Manager 4444 East Broadway Boulevard Tucson, Arizona 85711 520.881.7480 WLB No. 185050-S-S01 Tk$ I TABLE OF CONTENTS A. Public Outreach Plan 1. Project Description...................................................................................................... 3 2. Identification of Interested Stakeholders.................................................................... 3 NotificationMap..........................................................................................................4 3. Proposed Neighborhood Meeting Process.................................................................. 5 B. Public Outreach Report 1. Neighborhood Meeting Schedule................................................................................ 6 Sign -In Sheets................................................................................ To be Included Later 2. Meeting Notification Methods.................................................................................... 6 InvitationLetter........................................................................................................... 7 3. Comment Letters, Petitions, Etc ............................................... To be Completed Later 4. Summary of Issues & Solutions ................................................. To be Completed Later 5. Unresolved Issues..................................................................... To be Completed Later Vistoso Commerce Loop Offices Development Plan 2 Public Outreach Plan WLB No. 185050-S-S01 T�� November 18, 2010 . Nil" A. Public Outreach Plan 1. Proiect Description The 1.2-acre subject property is located along the north side of Vistoso Commerce Loop in Rancho Vistoso Neighborhood 2. A development plan for a single office building was approved several years ago. Similar to that previous plan, our current proposal is to develop a single professional / medical office building on the property. 2. Identification of Interested Stakeholders Interested stakeholders this project are residents in the vicinity of the project. A map of the notification area is shown on the following page. Vistoso Commerce Loop Offices Development Plan 3 Public Outreach Plan WLB No. 185050-5-s01 T 4 November 18, 2010 0 wia Vistoso Commerce Loop Offices Development Plan Public Outreach Plan WLB No. 185050-S-SO1 November 18, 2010 m u a � pv" 3. Proposed Neighborhood Meeting Process The neighborhood meeting will serve two purposes. First, it will be an educational session with neighbors, other stakeholders and the Town's project planner to review and discuss the process and applicable planning and zoning regulations. Second, the meeting will be an opportunity to present the project, solicit feedback, and address issues and concerns. Vistoso Commerce Loop Offices Development Plan Public Outreach Plan WLB No.185050-S-S01 November 18, 2010 Gr_— M J.i■.a B. Public Outreach Report 1. Neighborhood Meeting Schedule The neighborhood meeting will be held from 5:30 pm to 7:30 pm on Wednesday, December 8th in the Hopi Room of the Oro Valley Town Complex. 2. Meeting Notification Methods An invitation letter will be sent to all landowners within the notification area shown on the map in Section A of this document. A copy of that letter is attached on the following page. Vistoso Commerce Loop Offices Development Plan 6 Public Outreach Plan WLB No. 185050-S-SO1 November 18, 2010 o�up_ w� The Group Subject: Dear Neighbor Engineering • Planning Surveying • Urban Design Landscape Architecture November 18, 2010 OV1210-21, Neighborhood Meeting Notice for a Proposed Office Building Located on Vistoso Commerce Loop WLB No. 185050-S-SO1 The owner of the property highlighted on the map to the right is proposing to build an office building that will house his medical practice. A development plan for a single office building was approved several years ago for the property. Similar to that previous plan, our current proposal is to develop a single professional / medical office building. The building will be single story. A neighborhood meeting will be held from 5:30 pm to 7:30 pm on Wednesday, December 8" in the Hopi Room of the Oro Valley Town Complex at 11000 North La Canada Drive. At this meeting, we will provide a brief presentation of the proposed project, answer questions and address any issues or concerns. Town staff will be present to provide background information on the review process and zoning code requirements. If you have any questions, please contact me at gpoland@wlbgroup.com / 520.881.7481, or David Ronquillo, Town of Oro Valley, Senior Planner at dronquillo@orovalleyaz.gov / 520.229.4817. We appreciate your interest and look forward to meeting with you on December 8". Sincerely, THE WLB GRO IN �—� ustav Paul Oland Project Manager �.. p nic L li" "l+, I i.:I'll Ai.: li if ec;tUle �I t _...... r )^try' veg, ° I t. 4444 East Broadway • Tucson, Arizona 85711 (520) 881-7480 FAX (520) 881-7492 Vistoso Commerce Loop Offices Development Plan 7 Public Outreach Plan WLB No. 185050-S-SO1 November 18, 2010 3. Comment Letters, Petitions, Etc. To be completed later. 4. Summary of Issues & Solutions To be completed later. 5. Unresolved Issues To be completed later. Vistoso Commerce Loop Offices Development Plan Public Outreach Plan WLB No. 185050-S-SO1 November 18, 2010 LkMam ORO VALLEY PLANNING & ZONING DEPARTMENT DEVELOPMENT REVIEW BOARD REPORT Meeting Date: February 11, 2003 TO: DEVELOPMENT REVIEW BOARD FROM: David Ronquillo, Planner I SUBJECT: OV12-02-20, INTERTECH ARCHITECTURAL INTERIORS INC, REPRESENTING GUM TECHNOLOGY CORPORATION, REQUESTS APPROVAL OF A DEVELOPMENT PLAN FOR AN OFFICE & LABORATORY FACILITY; LOCATED WITHN RANCHO VISTOSO NEIGHBORHOOD 2, PARCEL #22302014B BACKGROUND: The subject property consists of 1.22 acres and is located within the Rancho Vistoso Planned Area Development (PAD) Neighborhood 2 directly south of the existing Easy Care facility. The zoning is PAD with a land use designation of Campus Park Industrial. SUMMARY: Function The Gum Technology is a supplier of food grade ingredients to the food, pharmaceutical and allied industries. The company imports and further processes ingredients that are hydrocolloid based. Hydrocolloids, commonly called "gums", are used as thickeners, suspension aids, gelling agents, and texturizers in many food products. The ingredients are imported from all over the world and blended to make stabilizers for customers. This development will operate in two general areas; office/research (5,320 sq. ft.) and warehouse (5,127 sq. ft.) with a total building area is 10,447 square feet. Surrounding Land Uses Northwest: Rancho Vistoso PAD, Campus Park Industrial, Residential. Northeast: Rancho Vistoso PAD, Campus Park Industrial, Easy Care Facility. Southwest: Rancho Vistoso PAD, Campus Park Industrial, Vacant Land. Southeast: Rancho Vistoso PAD, C-1 Commercial (Across Vistoso Commerce Loop). F:\OV\OV 12\2002\OV 12-02-20\reports\DPDRBrpt.doc General Development Standards Zoning: PAD/CPI General Plan: Commerce Park Building Height: Permitted: 36', Proposed: 32' - 8" (Two Story) PAD Setbacks: Front 25', Side 20', Rear 30' OVZCR/Rancho Vistoso PAD The project provides sufficient parking, access, loading area, landscaping, and pedestrian access within the site. Overall, the development complies with all the requirements of the OVZCR and the Rancho Vistoso PAD Oracle Road Scenic Corridor Overlay A viewshed analysis has been submitted, which assures minimal impacts from Oracle Road. In fact, the site is not visible from Oracle Road with the building approximately 32' — 8" in height. Parking/Loading Zone A total of 31 parking spaces have been provided based on the projected square footage for general office/research and industrial employee's for the site. The amount of parking is adequate and complies with the parking requirements of the OVZCR and the Rancho Vistoso PAD. A passenger drop-off point, separated from the main traffic aisle, is located on the southwest side of the building to serve as a drop off point for employees. A 12' x 35' loading zone is required and a 20' x 40' loading zone has been provided based on the industrial use for this site. The loading zone is located on the northwest side (rear) of the building with access off Vistoso Commerce Loop and screened with a 6' high masonry wall. The loading zone will not be visible from the surrounding properties. Design Guidelines The following design guidelines are applicable; • "Loading and service areas should be screened from public view." Due to the close proximity of the residential area to the back of the building, the loading zone has been adequately screened with vegetation along the rear portion of the property. • "Screen all outdoor refuse areas" One refuse area is depicted on the northwest corner of the building; however, is recessed and screened with vegetation to avoid views from the adjacent properties. Open Space The Rancho Vistoso PAD designated approximately 44,350 sf. of natural open space on the 53,143 sf. site (see attached map). Based on the Site Resource Inventory and a site visit, the subject property is relatively flat with minor areas of 15-25% slope and sparse vegetation throughout the site. There are no riparian areas or designated floodplain; however, there is a minor trace of a drainage area on the northeast corner of the property. This area appears to have been created with drainage entering from the adjacent property and not part of a wash. The drainage from this area flows through culverts underneath Vistoso Commerce Loop to a designated natural open space area, behind the existing commercial properties. F:\OV\OV12\2002\OV12-02-20\reports\DPDRBrpt.doc Overall, this site does not have characteristics found in areas designated as "open space". Staff is unsure of the original intent of the land use designation; however, it is clear that this area is not valuable "open space". It is devoid of significant vegetation and topographical features. Based on the PAD map, an open space area and trail were also designated through a portion of the residential area to the north (Rancho Vistoso Neighborhood 2, Phase 2) that connected with the open space on the subject parcel. Even though, there is no documentation of a trade for these areas, staff is under the impression that a trade was achieved based on the amount of additional protected open space throughout the site. In the end, this trade isolated the open space on the subject parcel — eliminating the connectivity and value as a future trail area. When the plat was approved, a decision was made to focus trail building efforts on a wash to the north and east. Since an open space trade was achieved for the residential area to the north that isolated the subject parcel and finding a lack of valuable habitat or topographic features, the open space land use designation should be reconsidered by introducing a land use trade. Open Space Trade In order to achieve a land trade the following two options have been discussed with the applicant; Option 1: A trade area of approximately 60,984 square feet (1.40 acres) located on the east side of Vistoso Commerce Loop, directly across from the. subject property (see attached map) and a portion of Parcel C within Neighborhood 2. The trade area is a wash currently not protected as open space and consists of dense vegetation and 25% slopes. This land is a portion of wash that runs from the northern part of the residential area south toward Rancho Vistoso Boulevard. Option 2: A trade area of approximately 118,000 square feet (2.73 acres) located on the west side of Rancho Vistoso Neighborhood 2 situated between Big Wash and the residential area (see attached map). The various trade areas are primarily undisturbed land with dense vegetation and not designated in the PAD as existing open space. These areas are not designated as open space; however, they are already protected and designated on the final plat as Common Area "A". The location of these trade areas would be in insignificant segments of the site. Summary Staff recommends Option 1 be utilized for the following reasons; 1. The riparian area within this wash would be protected. 2. This area would provide continuity between the segment of wash and the existing open space. 3. It would provide an opportunity for, a trail continuation to the residential area through the wash. Overall, protection of this area would provide a benefit to the Town by preserving a significant resource. F:\OV\OV12\2002\OV12-02-20VWorts\DPDRBrpt.doc Public Art All commercial projects must contribute 1% of the construction costs towards public art. The developer has not proposed a public art design; however, the location is depicted on the southwest corner of the site by the main entrance. Drainage The existing drainage patterns will be maintained, with storm water runoff discharging on the west and south sides of the project. Detention will be provided in a basin on the south side of the site and discharged south into an existing 24" culvert beneath Vistoso Commerce Loop. On the west side of the site a depressed landscaping area will provide water harvesting detention. The detention system is designed to limit the post developed flows to the pre -developed rate. Grading A Type 2 Grading Permit will be required to construct the building pad, drainage structures, utilities, parking lot, and any walls necessary for grading on the development site. Traffic Access to the facility will be from the west and east on Vistoso Commerce Loop. The area highway network has been designed and constructed to incorporate the traffic generated from this development. PUBLIC NOTIFICATION: The development plan has been noticed and published in accordance with the Town policies. Since the completion of this report, no comments have been received from concerned residents. GENERAL PLAN COMPLIANCE: The development Plan complies with the General Plan Design Policies as proposed. In particular the following policy applies; Policy 9.ID, "all development proposals should attempt to arrange building, massing of buildings, and/or arrangements of lots to preserve views from adjacent properties and streets while providing privacy for residents ". A two story building is proposed; however the structure is low and clustered to preserve view from the adjacent properties. PRESENTATION REQUIREMENTS: As established in Resolution No. (R) 98-31, "all presentations before Boards, Commissions, and Council" must be formatted to be shown on the Town's projection system or overhead system. A presentation must be designed insure that the audience, staff, and the voting body can view the graphics. Examples of acceptable computer formats are PowerPoint, ArcView, videotape of presentation boards, and/or overhead transparences. The applicant is responsible for the development, presentation, and coordination of all presentation materials. If an applicant does not conform to the aforementioned resolution, the item may be continued due to non-compliance. F:\OV\OV12\2002\OV12-02-20\reports\DPDRBrpt.doc RECOMMENDATION: Staff recommends approval of the Development Plan for the Gum Technology with the conditions in Exhibit "A". SUGGESTED MOTIONS: The DRB may wish to consider one of the following motions; I move to recommend approval of OV 12-02-20, Development Plan for the Gum Technology with the conditions listed in Exhibit A, attached herewith. •s I move to recommend approval of OV 12-02-20, Development Plan for the Gum Technology with the conditions listed in Exhibit A, attached herewith, and the following added conditions: •2 I move to recommend denial of OV 12-02-20, Development Plan for the Gum Technology finding that: Attachments: 1. Exhibit "A" 2. Option 1 & 2 Trade Area Map 3. Open Space Map 4. Development Plan Planning and Zoning Administrator cc: Attn: Steve Shields Intertech Architecture Interiors 6089 E. Grant Tucson, AZ 85712 Fax: 881-0995 F:\OV\OV12\2002\OV12-02-20\reports\DPDRBrpt.doc EXHIBIT "A" DEVELOPMENT PLAN OV12-02-20 1. Revise the total building square footage on the floor plan to match general note #3 of the development plan. 2. Revise elevations in the parking area to ensure the minimum slope of 0.5% is maintained. 3. Provide erosion control at the outlet of existing parking lot drainage of the parcel to the north of the proposed building. 4. Option 1 depicted in the open space trade analysis must be utilized. A graphic depicting the proposed open space trade must be attached as an exhibit to the Development Plan. 5. The aforementioned conditions must be addressed prior to Town Council review of the development plan. F:\OV\OV12\2002\OV12-02-20\reports\DPDRBrpt.doc Planning and Zoning Division 11000 N. La Canada Drive, Oro Valley AZ 85737 Phone: (520) 229-4800 Fax: (520) 742-1022 Web Site Address: wnw.orovallevaz.-gov REQUEST FOR PREAPPLICATION CONFERENCE PROJECT DESCRIPTION: Expansion of an existing parking lot to add from 16 to 32 spaces. The expansion is to occur along the west side of the existing development adjacent to an existing PAAL. LOCATION: 551 W. Magee Rd. (SE corner Magee Rd. and Northern Ave.) ZONING: (R-5) Residential Service Distrcit PARCEL NUMBER: 225-50-0040 Pima County Recorder's Office TYPE OF REQUEST: Determination of permitting process APPLICANT NAME/FIRM: Healthcare Realty c/o John D. Wood, P.E., LEED-AP, Presidio Engineering ADDRESS: 4582 N. 1st Avenue #120 City: Tucson St. AZ Zip 85718 TELEPHONE NO.: 795-7255 ext. 103 FAX NO.: 795-6747 PROPERTY OWNE SIGNATURE: HR Acquisition Corp. EMAIL: iohn(a),presidioengineering.com DATE: ' 7 & 1 iD ❑ SUBMITTALS MUST BE RECEIVED BY THE PLANNING DEPARTMENT AT LEAST TEN (10) WORKING DAYS IN ADVANCE OF THE DESIRED PREAPPLICATION CONFERENCE DATE. ❑ SUBMITTAL REQUIREMENTS "ALL PLANS MUST BE FOLDED PER PIMA COUNTY FOLD." ❑ TEN (10) COPIES (24X36) FOLDED OF THE PROJECT CONCEPT PLAN, WITH LOCATION MAP. ❑ No fee for this review Revised 11-20-08 Page 1 of 1 Baker, Charlene From: Kiel, Chris [ckiel@golderranchfire.org] Sent: Thursday, April 14, 2011 1:50 PM To: Vicens,William; Baker, Charlene; Gay, Shirley; Berchtold, Karen; Michels, Matthew Cc: Horbarenko, Steven; McKee, Stephanie Subject: Memory Care Facility OV1206-25F - Denied Attachments: OV 1206-25F_MemoryCareFacility_DPP 1 _110414. pdf Memory Care Facility OV1206-25F. They didn't specify the height of the building, so I can't verify if the fire apparatus access roads comply with the code. I will not be able to attend the meeting tomorrow. Please forward these comments to the applicant. Thanks, Faris Kiel, Plans Examiner Fire & Life Safety Division Golder Ranch Fire District 3885 East Golder Ranch Drive Tucson, Arizona 85739 (520) 825-5968 x7010 Office (520) 825-5987 - Fax www.golderranchfire.org 04/ 14/2011 p;,� ems., Development Services April 14, 2011 To: THE WLB GROUP LINDA THOMPSON Thru: Shirley Gay, Planning and Zoning Town of Oro Valley Community Development Department From: Chandubhai C. Patel, P.E., Civil Eng. Manager Development Review Division (Wastewater) Subject: ROONEY RANCH PARCEL B, RESUBDIVISION # 1 Re -Subdivision of Lot 1 into Lots 7 and 8 Final Plat — 1 st Submittal OV 12-09-11 of IAr . hg1'. y�0 C w rx gRIZ t- Carmine DeBonis Jr. Director Office: 520,740.6506 fax: 520,740.6878 The drawings of the proposed Final Plat for the above -referenced project have been reviewed on behalf of the Pima County Department of Environmental Quality (PDEQ) and the Pima County Regional Wastewater Reclamation Department (PCRWRD). This review letter may contain comments pertaining to the concerns of either Department. The following comments are offered for your use. The Pima County Department of Environmental Quality and the Regional Wastewater Reclamation Department approve the above referenced submittal of the Final Plat as received by us on March 25, 2011. Please note the following: Approval of the above referenced submittal does not authorize the construction of public or private sewer collection lines, or water distribution lines. Prior to the construction of such features, a Construction Authorization will need to be obtained from the PDEQ. Also, air quality activity permits must be secured by the developer or prime contractor from the Pima County Department of Environmental Quality before constructing, operating or engaging in an activity which may cause or contribute to air pollution. If you have any questions regarding the above comments, please do not hesitate to contact me. Public Works Building 201 N. Stone Ave., 1st Floor Tucson. AZ 85701-1207 • Phone 520.740.6506 • Fax 520.740.6878 hftp://www.pimaxpress.com ll_ n �� a ma>r+ iu:al .ar ebcw :af aLTn. xT. Tu,/l:, vunsz _ it NQt2iHERN AVE. fLY r7 df. L2YPi:i�-J IJJ�kl I . 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"r z.ew i,�<4.1 ':`:f nw " eL`` `<f "" TI" wr LOCATED IN THE NW I/C SESL 36, T. 12 S,, R. 13 E.. <..�R1�.a� PIMA COLIN'Y 'ARIZCNA Iru r••f v o IrR.I. nN ar.i a•f•a I.K em.r P' RLM]YS airrn. SJV NCA"224 a•r<n I...I, „w.•a. 'Am E0. 204 tKa., Nfrnr<« ,e.< P.n,, .x L.w<.TN w c<f rs eras, „q• 4[^_ REVISED, HAP, 2. 200+ GENERAL GRADING £t PAVING NOTES PRIVATE GRADING Ei PAVING PLAN 1. ALL MATERIALS, WORKMANSHIP, CONSTRUCTION & TEST METHODS SHALL BE IN ACCORDANCE WITH PIMA COUNTY&ITY OF TUCSON STANDARD SPECIFICATIONS AND DETAILS FOR PUBLIC IMPROVEMENTS (PC/COT SSPI) EDITION OF 2003, EXCEPT AS MODIFIED, SHOWN AND ACCEPTED BY DETAIL WITHIN THESE PLANS. 2. ALL WORK SHALL 13E IN CONFORMANCE TO GRADING STANDARDS, SECTION 27.9 OF THE ORO VALLEY ZONING CODE REVISED. 3. EXCAVATION AND BACKFILL FOR STRUCTURES SHALL CONFORM TO PC/COT SSPI, SECTION 203-5. 4. EARTHWORK SHALL CONFORM TO PC/COT SSPI, SECTION 203. 5. AGGREGATE BASE COURSE SHALL CONFORM TO PC/COT SSPI, SECTION 303. 6. ASPHALTIC CONCRETE SHAM CONFORM TO PC/COT SSPI, SECTION 406, ASPHALTIC CONCRETE MIXTURE NO. 2 SPECIFICATIONS. 7. ALL CONCRETE SHALL BE CLASS S, 3000 P.S.I. COMPRESSIVE STRENGTH AT 28 DAYS, UNLESS OTHERWISE SPECIFIED AND SHALL CONFORM TO THE REQUIREMENTS OF SECTION 1006, S.S.P.I. (PC/COT). 8. A STAMPED SET OF APPROVED PLANS SHALL BE KEPT IN AN EASILY ACCESSIBLE LOCATION ON THE SITE AT ALL TIMES DURING CONSTRUCTION. 9. THE CONTRACTOR ;SHALL COMPLY WITH ALL APPLICABLE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION REGULATIONS. 10. THE CONTRACTOR SHALL VERIFY IN THE FIELD THE HORIZONTAL LOCATIONS AND ELEVATIONS OF ALL EXISTING UTILITIES PRIOR TO ANY CONSTRUCTION. CALL BLUE STAKE (1-800-782-534E'I) A MINIMUM OF TWO (2) FULL WORKING DAYS PRIOR TO COMMENCEMENT OF WORK TO FIELD LOCATE EXISTING UTILITIES. SATURDAYS AND SUNDAYS ARE NOT CONSIDERED TO BE WORKING DAYS. 11. THE CONTRACTOR 'SHALL OBTAIN ALL PERMITS REQUIRED BY ALL GOVERNMENTAL AGENCIES. NO WORK, AS DELINEATED ON THESE PLANS, SHALL BE STARTED UNTIL THE CONTRACTOR HAS OBTAINED ALL NECESSARY PERMITS FROM ALL AFFECTED AGENCIES. 12. THE CONTRACTOR :SHALL INSTALL STREET SIGNS IN ACCORDANCE WITH THE TOWN OF ORO VALLEY 5,UBDIVISIOI4 STREET STANDARDS SIGNAGE POLICY, 13. PAVING CONTRACTOR SHALL ADJUST BOTH EXISTING AND NEW WATER VALVES, BOX COVERS, WATER METER BOXES, SANITARY SEWER MANHOLES AND CLEANOUT RINGS AND COMERS, TELEPHONE AND ELECTRIC MANHOLE RING AND COVERS TO THE NEW FINISHED GRADE. 14. UPON COMMENCEMENT OF WORK, TRAFFIC CONTROL DEVICES SHALL BE POS�'ED AND MAINTAINED BY THE- CONTRACTOR UNTIL SUCH TIME AS THE WORK IS COMPLETED. ALL WARNING SIGNS, BARRICADES, ETC. SHALL BE IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES ADOPTED BY THE STATE OF ARIZONA PURSUANT TO A.R.S. 28-650. 15. IF UNANTICIPATED CONDITIONS ARE ENCOUNTERED DURING THE COURSE OF CONSTRUCTION AND ARE BEYOND THE SCOPE OF THE DESIGN, THE ENGINEER SHALL SUBMIT THE NECESSARY REVISED OR SUPPLEMENTAL IMPROVEMENT PLANS FOR REVIEW AND APPROVA"_ BY THE TOWN OF ORO VALLEY PRIOR TO SUCH REVISIONS/CHANGES BEING MADE IN THE FIELD. 16. ALL STATIONING ON PLAN AND PROFILE ARE ALONG CONSTRUCTION CENTERLINE UNLESS OTHERWISE NOTED. 17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CARE, MAINTENANCE, REPAIR OR REPLACEMENT OF EXISTING IMPROVEMENTS AND VEGETATION IN THE WORK AREA WHICH HAVE BEEN REMOVED OR DAMAGED DURING THE COURSE OF CONSTRUCTION. PAVEMENT CURBS, CART PATHS AND ANY OTHER OBSTRUCTIONS DAMAGED DURING CONSTRUCTION ARE TO BE REPLACED BY THE CONTRACTOR. ANY UNDERGROUND PIPES, IRRIGATION LINES, IRRIGATION CONTROLS, DRAINS, STRUCTURES OR OBSTRUCTIONS NOT SHOWN ON THESE PLANS SHALL MOVED, ALTERED, OR REPAIRED BY THE CONTRACTOR WHEN ENCOUNTERED, AS DIRECTED BY THE TOWN ENGINEER AND IS A DEFINITE PART OF THIS PROJECT. 18. ACCEPTANCE OF THESE PLANS DOES NOT CONSTITUTE OR IMPLY ACCEPTANCE OF ANY OF THE FOLLOWING: A WALL(S), RETAINING OR OTHER TYPE(S). B. ANY REINFORCED CONCRETE STRUCTURE(S). C. ANY EMBANKMENTS) WHOSE PRIMARY PURPOSE IS TO FUNCTION AS A RETENTION/DETENTION STRUCTURE. THE M36 LISTED ABOVE ARE APPROVED FOR LOCATION ONLY. SEPARATE PLAN CHECKS AND PERMITS ARE REQUIRED, ALL IN ACCORDANCE WTfH THE APPLICABLE CODES OF THE TOWN OF ORO VALLEY. 19. THE CONTRACTOR SHALL GIVE FORTY-EIGHT (48) HOURS NOTICE WHEN HE SHALL REQUIRE THE SERVICES OF THE ENGINEER OR ANY OTHER PERSON PROPERLY AUTHORIZED FOR SUCH PURPOSE FOR LAYING OUT ANY PORTION OF THE WORK. HE SHALL ALSO DIG ALL STAKE HOLES NECESSARY TO GIVE LINE AND LEVELS AND SHALL PROVIDE ASSISTANCE CALLED FOR BY THE ENGINEER OR HIS DULY AUTHORIZED REPRESENTATIVE UPON ANY PART OR THE WORK WHENEVER SO REQUIRED. 20. THE CONTRACTOR SHALL PRESERVE ALL STAKES SET FOR THE LINES, LEVELS OR MEASUREMENTS OF THE WORK IN THEIR PROPER PLACES UNTIL AUTHORIZED TO REMOVE THEM BY THE ENGINEER OR HIS DULY AUTHORIZED REPRESENTATIVE. ANY EXPENSE INCURRED IN REPLACING ANY STAKES WHICH THE CONTRACTOR OR HIS SUBORDINATES MAY HAVE FAILED TO PRESERVE SHALL BE CHARGED TO THE CONTRACTOR. 21. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO FURNISH, HAUL AND APPLY ALL WATER REQUIRED FOR COMPACTION AND FOR THE CONTROL OF DUST FROM CONSTRUCTION ACTIVITY. THE COST THEREOF IS TO BE INCLUDED IN THE GRADING CONSTRUCTION PRICE. NO SEPARATE PAYMENT WILL BE MADE FOR WATER. 22. ALL REVISIONS TO THE ACCEPTED PLANS AND SPECIFICATIONS SHALL BE APPROVED BY TOWN OR ORO VALLEY DEVELOPMENT SERVICES PRIOR TO CONSTRUCTION. 23. BUILDING SITES SHALL BE CONSTRUCTED TO WITHIN 0.10 FEET OF FINISHED BUILDING PAD ELEVATIONS AS STAKED BY THE SURVEYOR. STREETS AND PARKING AREAS SHALL BE CONSTRUCTED TO WITHIN 0.10 FEET OF FINISHED SUBGRADE ELEVATIONS AS STAKED BY THE SURVEYOR. (THE CONTINUATION OF GENERAL GRADING AND PAVING NOTES CAN BE FOUND ON SHEET 2) FND• BCSM NW COR. SECTION 36 �''� STATE PLANE COORDINATES N 492,984.9 FT. E 989,675.6 FT. FOR rmrml W. MAGr=E ROAD IP1210-19 - - - -- -- - S89'59'26"W-2635.48' --- - M - MAGEE I ROAMPUBLIC) ------- --BK. 2, PG. 15 R�"APS�� g S8 _ 6016' 11 "E 271.23' o _ N89059'01 "W,,200.78' M f :Lr m N ai Z 00 M p�WE- o' lei o � Lu CL,� 01 01 m z I P: m; o 0 c 4-I el FND. ACP LS 12122 i W. 1 4 CORNER - FROM PCDOT TIES �i " UELT 69 582 P=25.00' w \ L=39.29'v\ \ j EXIST. BLDG. �- aaMEANS ■.: . 01' �y�- ■rr lmr:. n - �. I ez ..c .r ... ... _ ..1. �•,,. PROJECT LAYOUT SCALE- : 1 "=50' N SHEET INDEX: SHEET 1- . - - . - . . - . . COVER SHEET SHEET 2 . . ' . ' . . . . . GENERAL NOTES/PLAN SHEET SHEET 3 . ' . - . • . • . - DETAIL SHEET TOWN ENGINEER DATE 1" IRON PIN N 1 4 CORNER STATE PLANE COORDINATES N 492,963.1 FT. E 992,311.0 FT. 1/2" REBAR LS 12122 N 3"f=1 MILE THIS PROJECT LOCATION MAP BEING A PORTION OF SEC. 36, T-12-S, R-13-E, G.&S.R.M., TOWN OF ORO VALLEY, PIMA COUNTY, ARIZONA LEGEND 0 1 /2" REBAR OR ACP TAGGED LS 12122, OR AS NOTED OWNER PROPERTY LINE HR ACQUISITION I CORP. -.. - -_._. TOWN OF ORO VALLEY/PIMA COUNTY LIMITS 3310 WEST END AVENUE, SUITE #700 NASHVILLE, TN 37203 ------- EXISTING R f W (615) 269-8172 EXISTING EDGE OF PAVEMENT '• DEVELOPER _S- - EXIST. SEWER LINE & MANHOLE •• �: ••:••• HEALTHCARE REALTY W- - EXIST. WATERMAIN & VALVE ••••~••�• "•'' ' ATTN: JENNIFER WIENER } NEW FIRE HYDRANT '`' �' • 1701 W. ST. MARY'S ROAD, SUITE # 149 • �� + •. TUCSON, AZ 85745 EP EDGE OF PAVEMENT (520) 624-3110 FG FINISH GRADE •• ~ CIVIL ENGINEER FP FINISH PAVEMENT ' ' •••• PRESIDIO ENGINEERING G GUTTER ,-, • ' '`=� • ATTN: JOHN WOOD JOHN®PRESIDIOENGANEERING.COM FFE FINISH FLOOR ELEVATION 4582 N. 1ST AVE., SUITE #120 --- - 2536- EXIST. CONTOUR rn h �: ' ::M:• = :•'' TUCSON, AZ 857103 1(520) 795-7255 x45•31 EXIST. GRADE • ' •• • 52.05 NEW SPOT GRADE '; LANDSCAPE ARCHITECT NEW DUMPED ROCK RIP -RAP o .,.:..: '�`•' ACUNA COFFEEN LANDSCAPE ARCHITECTS _x. NEW PAVEMENT o ""' ATTN: STEVE ACUNA o :•_•� ACUNA-COFFEENOQWESTOFFICE.NET �-- FLOW DIRECTION ' 425 W. PASEO REDONDO, SUITE #3 �••-� TUCSON, AZ 85701-7203 . Hp HIGH POINT0 (520) 670-1919 �, LOW POINT lI •.c=. O DRAINAGE ENGINEER OGB GRADE BREAK BOGARDUS ENGINEERING (M) INDICATES MEASURED DIMENSION ATTN: TRACY BOGARDUS (R) INDICATES RECORDED DIMENSION l TRACY0130GARDUSENGINEERING.COM 17090 S. VANILLA PEAK COURT L2 LINE NUMBER (SEE MASTER LIST ON SHEET 2) VAIL, AZ 85641 (520) 572-6530 ® CONSTRUCTION KEYNOTE • F3 EASEMENT NOTE 1 DETAIL SECTION NUMBER I SHEET NUMBER WHERE DETAIL/SECTION IS FOUND o FND. ACP EXIST. LIGHT POLE S 12122 EXIST. FIRE HYDRANT THIS PROJECT -�- EXIST. SIGN 0 EXIST. TELEPHONE PEDESTAL DRAINAGE CONCENTRATION POINT 1•+Z (SEE 100 YR. PEAK DISCHARGE TABLE ON SHEET 2) INTERIM SEDIMENT CONTROL (SINGLE LAYER FIBER ROLL OR APPROVED EQUAL) M..r MEMO MEMO "OMr ME- GRADING/CONSTRUCTION LIMITS LINE ENGINEER'S EARTHWORK ESTIMATES CUT: 13S C.Y. (RAW) FILL: 388 C.Y. (RAW) IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO CALCULATE HIS OWN EARTHWORK QUANTITIES AND SUBMIT HIS BID BASED THEREON. THE ENGINEER'S EARTHWORK QUANTITY IS PROVIDED FOR PERMIT PURPOSES ONLY. IP1210-19, C012-78-1S7 55 I W. MAUf=t= HUAU, FJHI V A I It= UHAL ANU AIVU I -'A V ITVL'7 rLAIV U L 2 9 2011 GENERAL GRADING £t PAVING NOTES, CONTINUED 24. THE SOILS ENGINEER SHALL OBSERVE, INSPECT AND TEST ALL CONSTRUCTION OPERATIONS, INCLUDING BUT NOT LIMITED TO: CLEARING, GRUBBING, SUBGRADE PREPARATION, STRUCTURAL, TRENCH EXCAVATION AND BACKFILL, MATERIAL TESTING, TOGETHER WITH PLACEMENT OF FILL. SAID ENGINEER SHALL CERTIFY IN WRITING THAT ALL SOILS OPERATIONS AND MATERIALS USED FOR THIS DEVELOPEMENT WERE PERFORMED IN ACCORDANCE WITH THE RECOMMENDATIONS AS SET FORTH IN THE GEOTECHNICAL INVESTIGATION OF RECORD AND ARE IN CONFORMANCE WITH THE ACCEPTED PLANS AND SPECIFICATIONS. CLARIFICATION, IN WRITING, ARE TO BE RECEIVED BY THE TOWN OF ORO VALLEY PRIOR TO THE REQUEST FOR FINAL INSPECTION AND RELEASE OF ASSURANCES. 25. GRADING BOUNDARIES SHALL BE CLEARLY MARKED, AND ALL WORK WILL BE CONFINED TO APPROVED PROJECT LIMITS AS SHOWN ON THESE PLANS. 26. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND/OR THE SURVEYOR PROVIDING THE CONSTRUCTION LAYOUT TO VERIFY THE BENCHMARK AND COMPARE THE SITE CONDITIONS WITH THE PLANS AND SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES OBSERVED. SHOULD ANY BENCHMARK, GRADE OR DESIGN INDICATED ON THE PLANS BE SUSPECT, THE ENGINEER SHALL BE NOTIFIED OF SAID BENCHMARK, GRADE OR DESIGN PROBLEM AT LEAST TWENTY-FOUR HOURS BEFORE CONSTRUCTION IS SCHEDULED TO BEGIN ON THE AFFECTED AREA. 27. IT SHALL BE THE SOLE RESPONSIBILITY OF THE OWNER(S), THEIR SUCCESSORS OR ASSIGNS, (AND/OR THEIR CONTRACTOR, THEIR SUCCESSORS OR ASSIGNS AS APPLICABLE) TO PURSUE ANY NEGOTIATIONS, OBTAIN ANY AGREEMENTS AND/OR PERMITS, ETC., FROM ALL NECESSARY OWNERS, PRIVATE AND/OR GOVERNMENTAL AGENCIES IN CHARGE OF PROPERTIES AND/OR RIGHTS -OF -WAY ADJACENT TO (OR NEIGHBORING) THIS PROJECT, THAT MAY BE REQUIRED TO DO ANY WORK (CONSTRUCTION, ACCESS, MODIFICATIONS, GRADING, DRAINAGE, STRUCTURES, ROADS, ETC.) ENCROACHING OR AFFECTING - DIRECTLY OR INDIRECTLY - ON THESE ADJACENT PROPERTIES AND RIGHTS -OF -WAY IN ANY CONCEIVABLE MANNER, REGARDLESS OF WHETHER OR NOT THIS WORK IS SHOWN OR DESCRIBED ON THESE PLANS (OR) ON THIS PLAT. 28. THE PROFESSIONAL ENGINEER OF RECORD SHALL SUBMIT AS -BUILT RECORD DRAWINGS AND CERTIFY IN WRITING THAT ALL IMPROVEMENTS, WHETHER PRIVATE OR PUBLIC, HAVE BEEN CONSTRUCTED, PLACED, INSTALLED, ETC. IN SUBSTANTIAL CONFORMANCE WITH THE ACCEPTED PLANS FOR THIS DEVELOPMENT. CERTIFICATIONS IN WRITING AND THE 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 AND/OR FINAL INSPECTION BY THE DEPARTMENT OF DEVELOPMENT & INFRASTRUCTURE SERVICES FOR THE RELEASE OF ASSURANCES. 29. THE TOWN WILL, UPON RECEIPT OF ALL NECESSARY CERTIFICATIONS AS OUTLINED ON THE IMPROVEMENT PLANS AND FINAL PLAT, PERFORM A FIELD REVIEW OF THE DEVELOPMENT. FIELD CONDITIONS, DESIGN OVERSIGHTS, ETC., MAY REQUIRE ADDITIONAL WORK AND/OR IMPROVEMENTS AS A RESULT OF SAID REVIEW. 30. THE BASIS OF BEARING IS THE WEST SECTION LINE OF SECTION 36. SAID BEARING BEING S 00'00'47" W 31. THE BASIS OF ELEVATION IS THE X ON THE NORTH RIM OF THE WATER MANHOLE AT THE NORTHWEST CORNER OF MAGEE ROAD AND NORTHERN AVENUE. NAVD 88 DATUM. THIS BENCHMARK DESIGNATED AS "MAG 7" WAS PROVIDED BY THE PIMA COUNTY SURVEY DEPARTMENT. SAID ELWATION BEING 2561.64' 32. BENCHMARKS BENCHMARK NO. 1 IS A MAG NAIL PANEL POINT #232 AT THE SOUTHWEST CORNER OF THE PROJECT SITE. SAID BENCHMARK NO 1. HAS AN ELEVATION OF 2553.37'. BENCHMARK NO. 2 IS A MAG NAIL PANEL POINT #231 DIRECTLY WEST OF THE BUILDING. SAID BENCHMARK NO. 2 HAS AN ELEVATION OF 2558.43. 33. ALL EASEMENTS MUST BE ACQUIRED BY OWNER/BUILDER PRIOR TO CONSTRUCTION. 34. THE DESIGN SPEED FOR INTERIOR STREETS IS 15 MPH. THE DESIGN VEHICLE IS WB-40. 35. THE BOUNDARY AND TOPOGRAPHIC INFORMATION SHOWN ON THIS PLAN IS BASED UPON A SURVEY OF A PORTION OF THE NW 1/4 OF SECTION 36, T-12-S, R-13-E, G.&S.R.M., PIMA COUNTY, ARIZONA BY SIN AND ASSOCIATES, JOB NO. CAR9224-1, DATED JANUARY 28, 2004 AND REVISED ON MARCH 2, 2004 AND FEBRUARY 2, 2011. 36. OMISSIONS OR CONFLICTS BETWEEN VARIOUS ELEMENTS OF THE DRAWINGS, NOTES AND DETAILS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER A MINIMUM OF 48 HOURS BEFORE THAT PORTION OF THE PROJECT IN QUESTION IS TO BE CONSTRUCTED. IF THE ENGINEER IS NOT NOTIFIED ACCORDINGLY, ANY DISCREPANCIES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND/OR SURVEYOR. 37. IF ANY HUMAN REMAINS OR FUNERARY ITEMS ARE DISCOVERED DURING CONSTRUCTION, ALL WORK MUST STOP IN THE AREA OF THE REMAINS, AND THE ARIZONA STATE MUSEUM MUST BE CONTACTED IMMEDIATELY, PURSUANT ARS 41-865. 38. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO FULLY COMPLY WITH 71E ARIZONA POLLUTANT DISCHARGE ELIMINATION SYSTEM CONSTRUCTION GENERAL PERMI7, IN ACCORDANCE TO THE STORMWATER POLLUTION PLAN (SWPPP) DEVELOPED FOR THIS PROJECT. THE COST THEREOF TO BE INCLUDED IN THE GRADING CONSTRUCTION PRICE. 39. THE CONTRACTOR SHALL HYDROSEED OR REVEGETATE ALL AREAS DISTRUBED BY CONSTRUCTION OF THESE IMPROVEMENTS THAT ARE NOT COVERED BY STRUCTURES, PAVEMENT, SLOPE/BANK PROTECTION OR OTHER PERMANENT STABILIZATION METHODS AS SPECIFIED BY THE OWNER. CONTRACTOR TO USE A SEED MIX AS APPROVED BY THE LANDSCAPE ARCHITECT. 40. NATIVE PLANTS MUST BE FLAGGED AND PROTECTIVE FENCE MUST BE INSTALLED AS REQUIRED BY THE NATIVE PLANT PRESERVATION PLAN PRIOR TO ANY GRADING ACTIVITY. 41. A RIGHT-OF-WAY USE PERMIT IS REQUIRED FOR CONSTRUCTION WITHIN PUBLIC RIGHT-OF-WAY AND PUBLIC DRAINAGE WAYS. 42. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO CALCULATE HIS OWN EARTHWORK QUANTITIES AND SUBMIT HIS BID BASED THEREON. 43. ALL ORGANIC MATERIAL SHALL BE REMOVED WITHIN THE CLEARING LIMITS FOR NECESSARY GRADING AND LAWFULLY DISPOSED OF PRIOR TO GRADING. 25 0.4 ---� I X ::3 i 255'7.7 I X f W. --- -- 1. SEE COVER SHEET FOR COMPLETE BOUNDARY DIMENTIONING AND TIES. 2. SEE LANDSCAPING PLAN BY ACUNA COFFEEN LANDSCAPE ARCHITECTS FOR LOCATION OF EXISTING TREES TO BE PRESERVED IN PLACE. 3. ALL SLOPES SHALL BE 3:1 MAX., UNLESS OTHERWISE NOTED. W. z f 3:1 6 25r.'7 \ 2559.8 2 V x / 2561.7 x 2562.3 � EXIS . PAV'T 18 � 5 d� �W 1 I 2.5560 ��l 19�111�I 9 x 7.5' x 2;'706. 2555.8 45;' �,N/w � PER DKT. 6234, PG 620 10 l PAV�T (WIDTH I 1 K x WARIER, 29' MIN. I i T /\ 3;1 2554. I 25q- � I � x! 2 55.4 2566.5 i 2562 7 � 1. L2x5��7 x 2561. % `� OST J CC �-H ! I 00 Pl- 2561.8 I R=5' H TYP. 1 g o 3.1 c^•� 'Low- Y . �+, i !'��.• ) ANY.! . � • ' I' Q � , +I� .CIS �i . Lei • r �f+ 2"x2" WOODEN STAKE OR SANDBAG ON HARD SURFACES 3"-4"� / //j I I � -H A A � FIBER ROLL j 12"-18" (TYP.) A i N89'5949"W 225.72 --- 10' N89059 29 225.66 R 3:1 3 - -� y-- _------------ ----; �-: ;��' ° a �• .. d . �' • . ...� . . • •.• BASIN . .... i a '' 5..��1.5 x2551.6 WATER FLOW WORK AREA FIBER ROLL FIBER ROLLS SHOULD BE KEYED IN, TO PREVENT UNDERCUTTING. REMOVE ACCUMULATED SEDIMENT WHEN IT REACHES ONE HALF OF EXPOSED HEIGHT. 0 OVERLAP ENDS OF FIBER ROLS BY 5'. � TYPICAL 2 Y STAKE ON 10' LINEAL SPACING OR SANDBAG WITH SPACING AS NEEDED ON HARD SURFACES AREA TO BE PROTECTED w PLAN VIEW N.T.S. N 0' 20' 40' SCALE 1"=20' C.I.=1' CONSTRUCTION KEYNOTES �1 CONSTRUCT NEW 6" TYPE 2, CONCRETE VERTICAL CURB PER PC/COT STD. DTL. NO. 209. �2 SAWCUT (2' TYP.), TRIM, TACK AND JOIN TO MATCH NEW PAVEMENT TO EXIST. PAVEMENT. ® CONSTRUCT NEW ASPHALT PAVEMENT SECTION PER DTL. 1 ON SHEET 3. ® CONSTRUCT TYPICAL 9'X20' PARKING SPACE. I j,CONSTRUCT NEW CONCRETE HEADER PER PC/COT STD. DTL. NO. 213. Ifr+ I © CONSTRUCT 3f TRANSITION FROM fif/ VERTICAL CURB TO CONCRETE HEADER PER =�� •• PC/COT STD. DTL. NO. 212. II I I 7� CONSTRUCT 4 LONG X 19 t WIDE DUMPED ROCK RIP RAP SPLASH PAD, D50=6", THICKNESS=2XD50, W/ FILTER FABRIC UNDERLAY. rolII . I a' • I .z::: ':= . ® CONSTRUCT 1' THICK CONCRETE CUTOFF WALL TO EXTEND 2' MIN. BELOW GRADE. INSTALL 2 - TRITON TDAM30-PK "FIRST FLUSH" SYSTEMS INSIDE OF TYPE 2 SIDEWALK SCUPPERS (SIDE -BY -SIDE). TYPE 2 SIDEWALK SCUPPERS TO BE �j j { .:I•.. :` CONSTRUCTED AT 2.5' WIDE EA., PER PC/COT STD. DTL. NO. 205, TO BE MODIFIED Ii I ;•... ••--• PER DTL. 7 ON SHEET 3. • ; • 10 CONSTRUCT NEW 8" TYPE 2, CONCRETE VERTICAL CURB PER PC/COT STD. DTL. NO. 209. C:" -• __ -� ~• 11 CONSTRUCT 6" TRANSITION FROM 6" VERTICAL CURB TO 8" VERTICAL CURB. -� �• •• " 1 CONSTRUCT DUMPED ROCK RIP RAP SPLASH PAD, D50=6", THICKNESS=2XD50, I I W/ FILTER FABRIC UNDERLAY. TOP OF ROCK TO MATCH FINISHED GRADE. RIP RAP TO EXTEND 2 BEYOND EACH SIDE OF DEPRESSED CURB OPENING OR SCUPPER. ..... ' • 13 CONSTRUCT 5 DEPRESSED CURB OPENING PER DTL. 2 ON SHEET 3. EXISTING 10' X 20.5' DUMPSTER ENCLOSURE W/ 6' MASONRY/STUCCO WALLS AND SWINGING CHAIN LINK GATE PER PREVIOUSLY APPROVED PLANS - BY OTHERS. : I ' - J CONSTRUCT 10' DEPRESSED CURB OPENING PER DTL. 2 ON SHEET 3. 5 16 CONSTRUCT 2:1 SLOPE, TO BE PROTECTED WITH DUMPED ROCK RIP RAP, D50=6 i I 3 THICKNESS=2XD50, W/ FILTERFABRIC UNDERLAY. ! 10 CONSTRUCT 5' TRANSITION FROM 3:1 SLOPES TO 2:1 SLOPES, TO BE PROTECTED i W/ DUMPED ROCK RIP RAP. 1 i 18 10' X 30' SIGHT VISIBILITY TRIANGLE, PER DTL.. 6 ON SHEET 3. I I G I 19 CONTRACTOR TO INSTALL INTERIM SEDIMENT CONTROL (FIBER ROLL OR APPROVED EQUAL) PER DTL. 1 ON SHEET 2, TO BE MAINTAINED THROUGHOUT DURATION OF CONSTRUCTION. I`ll 1 1 11 1 ❑ EASEMENT NOTES II i � 1❑ 5' SLOPE EASEMENT PER DKT. 6212, PG. 894. 1' NO ACCESS EASEMENT PER DKT. 6218, PG. 1036. LINE DATA TABLE NUMBER BEARING DISTANCE L1 S 89'58'23" E 212.00' L2 N 00*01'36" E 56.14' L3 f S 89'5823" E 125.00' L4 N 00'01'36" E 55.70' L5 S 89'58'03" W 62.73' L6 S 00*01'57" W 98.18' UTILITY STATEMENT THE LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURE SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS AND FROM FIELD SURVEY. THE ENGINEER MAKES NO GUARANTEE OF THE ACCURACY OR COMPLETENESS OF THE LOCATION OR THE EXISTENCE OR NONEXISTENCE OF ANY UNDERGROUND UTILITY OR STRUCTURE SHOWN. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEANS NECESSARY TO PROTECT ANY UTILITY. THE CONTRACTOR SHALL VERIFY LOCATIONS AND ELEVATIONS OF ALL UTILITIES PRIOR TO ►� .� .� It tt ► � ► .� ►� .�►� •► 100-YEAR PEAK DISCHARGE TABLE CONCENTRATION POINT D.A. (AC) Q100 CFS 1 1.41 14.0 1.1 0.87 8.6 1.2 0.27 2.7 1.3 0.95 9.3 1.4 0.08 0.7 2 C.06 0.6 3 0.17 1.7 IP1210-19, C012-78-1S7 SSl W. MAGEE ROAD, PRIVATE GRADING AND PAVING PLAN 5" ABC COMPACTED SUBGRADE TYPICAL ASPHALT PAVEMENT SECTION 6" , 2.5' MIN. A N.T.S. 47 D°'• %- ' 0 6" TYPE 2 CONCRETE VERTICAL PER PC/COT STD. DTL. NO. 209. BO OPENING LENGTH AS SPECIFIED IN CONSTRUCTION KEY NOTE. © TYPE A, POST BARRICADE PER PC/COT STD. DTL. NO. 106. BARRICADES TO BE SPACED 5' MAX. O.C. AND CENTERED ON OPENING. OD CONCRETE HEADER PER PC/COT STD. DTL. NO. 213. DEPRESSED CURB OPENING i1.T.S. VARIES 1.5'-3.5' VARIES 11.5'-16' VARIES 1'-4' 1' 20' PARKING SPACE **NOTE: 1. ALL SLOPES SHALL BE 3:1 MAXIMUM. 2. SEE LANDSCAPE PLAN BY ACUNA COFFEEN LANDSCAPE ARCHITECTS FOR LOCATION OF EXISTING TREES TO BE PRESERVED IN PLACE. EXISTING GRADE TO BE MAINTAINED WITHIN B' DIAMETER AROUND BASE OF TREE. 24' PAAL 56.73 E 20' PARKING SPACE _ , A **NOTE: 1. ALL SLOPES SHALL BE 3:1 MAXIMUM. 2. SEE LANDSCAPE PLAN BY ACUNA COFFEEN LANDSCAPE ARCHITECTS FOR LOCATION OF EXISTING TREES TO Be PRESERVED IN PLACE. EXISTING GRADE TO BE MAINTAINED WITHIN S' DIAMETER AROUND BASE OF TREE. DA CONSTRUCT ASPHALT PAVEMENT SECTION PER DTL. 1 ON SHEET 3. 06 CONSTRUCT 6" TYPE 2, CONCRETE VERTICAL CURB PER PC/COT STD. DTL NO. 209. © FILL TO BE COMPACTED PER GEOTECHNICAL REPORT SPECIFICATIONS, 95% MIN. PAAL CROSS SECTION �A CONSTRUCT ASPHALT PAVEMENT SECTION PER DTL. 1 ON SHEET 3. �B CONSTRUCT DEPRESSED CURB PER DTL. 2 ON SHEET 3. SEE PLAN VIEW FOR WIDTH. CONSTRUCT 1' THICK CONCRETE CUTOFF WALL TO EXTEND 2' MIN. BELOW GRADE. �D CONSTRUCT DUMPED ROCK RIP RAP, D50=6", THICKNESS=2 X D50 W/ FILTER FABRIC UNDERLAY. DE INSTALL POST BARRICADE PER PC/COT STD. DTL. NO. 106. WATER HARVESTING BASINS CROSS SECTION 1A nIrP It VADICL` .' EXIST. ROCK RIP RAP SLOPE �A CONSTRUCT ASPHALT PAVEMENT SECTION PER DTL. 1 ON SHEET 3. OB CONSTRUCT 6" TYPE 2, CONCRETE VERTICAL CURB PER PC/COT STD. DTL NO. 209. ® INSTALL DUMPED ROCK RIP RAP, D50=6", THICKNESS=2XD50 W/ FILTER FABRIC UNDERLAY. OD CONSTRUCT 2:1 SLOPE, TO BE PROTECTED WITH DUMPED ROCK RIP RAP. EAST PAVEMENT EDGE GRADING DETAIL PARKING LOT PAAL NEAR SIDE FAR SIDE EP N.T.S. N.T.S. �A CONSTRUCT TYPE 2 SIDEWALK SCUPPER PER PC/COT STD. DTL. NO. 205. © INSTALL TRITON TDAM30-PK PER MANUFACTURER'S SPECIFICATIONS. © CONSTRUCT ASPHALT PAVEMENT SECTION PER DTL 1 ON SHEET 3. aD INSTALL DUMPED ROCK RIP -RAP, D50=6", THICKNESS=2XD50 W/ FILTER FABRIC UNDERLAY. TOP OF ROCK TO BE FLUSH WITH ADJACENT FINISHED/EXISTING GRADE. SIDEWALK SCUPPER MODIFICATION DETAIL N.T.S. Two working days before you dig, CALL FOR THE BLUE STAKES 1-800-782-5.aQ Blue Stake Center N.T.S. 21734 'A I fc-)l I I qyj PAAL DFIRES 12/31/2013 IP1210-19, C012-78-157 Civil Land Development • Water Resources +jPresidio4.112 N. 1st Ave., Suite 120 • Tucson, Arizona 85718 m E ii it i N 5i 1 N tr (520) 795-7255 • Fax (520) 795-6747 PRIVATE GRADING & PAVING PLAN FOR SSl W. MAGEE ROAD FORMERLY CASAS ADOBES CLINIC 'ER PIMA COUNTY BK. 3, PG. 22 BEING A PORTION OF SEC. 36, T 12 S, R 13 E, G.&S.R.M., TOWN OF ORO VALLEY, PIMA COUNTY, ARIZONA PARKING LOT SIGHT VISIBILITY TRIANGLES NO. REVISION DATE DESIGNED: DRAWN: CHECKED: SHEE N.T.S. J.R. J.R. J.D.W. 3 DATE: PROJECT NO.: SCALE: OF 07 28 2011 110025-02-0104 1 "=20' 3 551 W. MAGEE ROAD, PRIVATE GRADING AND PAVING PLAN RRI6ATION PLAN "=20' REDUCED PRESSURE 5ACKFLOW PREVENTER GATE VALVE NO. 2 BACKFL OW PRE VENTS R DETAIL MAINLINE 4 WIRING POL F.G. [a ..O U. • SLEEVES UNDER PAVING SHALL BE AT AN 18" DEPTH. TRENCHING DETAIL JUMBO VALVE BOX W/ BOLT ON COVER FILTER F.G. IRRIGATION EQUIPMENT SCHEDULE S'l"'M50L. DESCRIPTION SPECIFICATION QUANTIT"r CONTROLLER RAINBIRD EAS1' RAIN BATTER"' CONTROLLER 2 eQ BACKFLOW PREVEVTER FEBCO 525"' 3%4" 1 0 DRIP VALVE ASSEMBL"' VALVE: RAINBIRD 100 PEB FILTER: RAINBIRD R5"'--15-200 PRESSURE REGULATOR: RAINBIRD P5I-HM5-20 2 EMITTER RAINBIRD X5-10 123 NOTES: I. MAINLINE 4 VALVE LOCATIONS SHOWN FOR CLARITY LOCATE IN PLANTER AREAS AND WITHIN PROJECT BOUNDARY, 2. ALL MAINLINE SHOWN IS CL200 PVC., ALL POLYETHYLENE SHOWN IS 1/2'. 3. INSTALL ALL PIPE BENEATH WALKS AND PAVING WITHIN A SCH 40 PVC SLEEVE 2 SIZES LARGER THAN IRRIGATION PIPE ( PVC AND POLYETHYLENE (PE)). 4. SEE CIVIL DWG. FOR WATER SOURCE SIZE 4 LOCATION PROVIDE METER PER C.O.T. WATER REQ'S. 5. PROVIDE IRRIGATION TO NEW REPLACEMENT TREES IN R.O.W. PER C.O.T. REQUIREMENTS 6. IRRIGATION REPAIR IN R.O.W. MUST BE COMPLETE IN 24 HOURS CONTACT PAUL ROSEN500M -I91-52-19 PRIOR TO REQUIRED WORK. BATTERY OPERATED CONTROLLER AUTOMATIC VALVE PVC HEADER GATE VALVE (SEE IRRIGATION PLAN FOR SIZE) """"' SCH 80 PVC RISER UNIONS (SIZE PER VALVE SIZE) BRICK SUPPORT (4) SDEEP GRAVEL SUMP BELOW VALVE BOX 3/4" GRAVEL TEE MAINLINE (SEE IRRIGATION 2 VALVE A55EM5LY PLAN FOR SIZE) 1" ABOVE GRADE III,, II _I- 8' F.G. Ll r� =-,It PORT TO SURFACE EMITTER POLYETHYLENE (PE.) EMITTER DETAIL VALVE SOX F.G. MANUAL FLUSHING END PLUG 1/2 CU. FT. 3/4' GRAVEL SUMP ' POLYETHYLENE -BRICK SUPPORT MOSS END DETAIL NOTE: I EMITTER PER SHRUB 4 EMITTERS PER TREE 2-11 2 5 5'7 . ` 1 2559.8 3 ��_ - pt-. f AC-5 I — CM- -- loll -1WS 5561 9 -7 opt 0" - I j.4p AC-1 003 I l I 25"�6. AC-2 AC-4 T,S. J PIP -- PRESERVATION PLAN I"=20' PLANT PRESERVATION SCHEDULE ACACIA CCNSTRiCTA Z REMARKS AC-1 L L 8' HEALTH AC-2 M M x 8' AC-3 M M x Imo' AC-4 M M x 6' AC-5 M M x 6' AC-6 M M x 1' i 2559.71 2561.7 x 2562.8 ivf pg 4,01 i j ! X 2661.5 x 2551.6 N PLANT PRESERVATIC N SCHEDULE CERCIDIUM FLC RIDUM J (L cp �� U REMARKS CF-I M M x 16, CF-2 M M x 12' x ,�r PRESERVATI N NCTES-. 1, T' TAL PRE JECT AREAS IS 0,48 ACRES, 2, THE PLANT INVENTORY METHOD WAS USED FCR THIS PRESERVATION PLAN 3, THE EXISTINC-s PLANT MATERIAL IS IN C��CD CCNDITICN, 4, THE PLANT INVENT%RY WAS PEiI RMED BY CN—SITE INSPECTION S, THE REaUIRED SALVAGE PLANTS WILL BE PRESERVED IN PLACE NC TRANSPLANTING WILL BE RE6ZUIREDo Co., ALL NATIVE VEGETATIvN MITIGATION, SALVAGE AND PRESERVATION PLANS SHALL BE INTEGRATED INTO THE LANDSCAPE PLAN, PLANT PRESERVATIC-N SCHEDULE CERCIDIUM MICR=F14YLLUM >~ a U REMARKS CM-1 M M x 8' CM-2 M M x 1' CM-3 CFF-SITE CM-4 M M x IV CM-5 M M x Iz' CM-fo M M x 6' cm-1 M M CM-8 M M x 12' PLANT PRESERVATION SCHEDULE FERCCACTUS WISLiZENII LL `� � = REMARKS F111-1 L L 2' AGE HEALTH NATIVE PLANT PRESERVATION PLAN MITIGATIC—N TCTALS BCTANICAL NAME "rTh'ICN NAME PLANT RFS TCS PIP NV TCTAL PLANTS IABLE PLANTS 96 VIABLE % RFS %TCS %PIP RFS MIT, T�_--S MIT, TOTAL MIT PIP PIP CREDIT ACACIA C-CNSTRICTA ITETHCRN ACACIA AC 2 1 2 1 6 &3901 4Z96' 2z% 4Z'% 4 1 5 2 4 CERCIDIUM FLCRiDUM LUE PAL' VERDE CF 1 1 2 2 IZZ90 5z% 00 50% 3 z 3 1 3 CERCIDIUM MICRCPHYLLUM ACT HILL PALC VERDE CM 3 Z 4 Z I Izz% 43% Z% 51% 6 9 z z FERCCACTUS WISLIZENII ARREL CACTUS FW I 1 z z Z z z Z z z N 3" t=1 MILE THIS PROJECT LEGEND 0 INDICATES PIP TREE INDICATES KFS TREE 1 iNDiCATES UNVIABLE TREE (� INDICATES PIP �J SHRUD vR CACTUS INDICATES TCS SHRUB ' R CACTUS INDICATES RFS SHRUB C R CACTUS (� INDICATES INVIABLE SHRUB C R CACTUS LOCATION MAP BEING A PORTION OF SEC. 36, T-12—S, R-13—E, G.&S.R.M., TOWN OF CRC VALLEY, PIMA COUNTY, ARIZONA MAY 2 2011 Town of Oro Vallev I PIP = PRESERVED IN PLACE TES = TRANSPLANT CN SITE RF-, = REMOVE FROM SITE 4-11 LANDSCAPE PLAN III =20' 2' DIA, X 8' UCLMANIZED — TREATED STAKES 2/TREE PLACED OUTSIDE RCCTMALL PROVIDE 4' BASIN RC'- T5ALL TREE PIT SHALL BE TWICE RCCTBALL DIAMETER PREPARED 5ACKFILL 3/4' R J55ER HOSE OVER D U5LE STRAND 12 GA GALV, I ANNEALED WIRE STAPLE ENDS TC STAKE TREE PLANTING DETAIL NTS EACKFILL TWICE RCCTBALL DIAMETER, 5HRU5 PLANTING DETAIL LANDSCAPE NOTES 1, TCTAL SITE AREAS IS Z A6 ACRES, 2, EXISTING ZONING IS R-S, 3. A PERMANENT AUTCMATIC DRIP IRRIGATICN SYSTEM WILL BE PRCVIDED FCR ALL LANDSCAPING SH C WN, A, THE CWNER WILL MAINTAIN ALL LANDSCAPING SHCWN, AND SHALL INCLUDE, REGULAR WATERING PRUNING FERTILIZING CLEARING CF DESRIS AND WEEDS REMC VAL AND REPLACEMENT CF DEAD PLANTS REPAIR AND REPLACEMENT CF IRRIGATI.CN SYSTEMS AND ARCHITECTURAL FEATURES 5, ALL LANDSCAPE AREAS WILL RECEIVE A 2' LAYER CF DECCMPCSED GRANITE CDnJ, (o, MATERIALS WITHIN SITE V16151LITY TRIANGLES SHALL 5E PLACED AND MAINTAINED SC AS NCT TC INTERFERE WITH A V1515ILTY PLANE DESCRIBED 5Y 2 HCRIZCNTAL LINES 3Z INCHES AND 12 INCHES A5CVE FINISHED GRADE CF THE ROADWAY SURFACE - PLANT LIST KEY SCTANICAL NAME C MMCN NAME REMARKS SIZE QUANTITY AC ACACIA Cv NSTRICTA WHITE THCRN ACACIA PIP SEE L1 2 AC ACACIA CCNSTRICTA WHITE THCRN ACACIA I FCR MITIGrtATICN 5 GsC, I CF CERCIDIUM FLCRIDUM BLUE PALL VERDE 3 FCR MiTIGATiCN 15 Ci C, 4' SCX 2 1 CF CERCIDIUM FLCRIDUM BLUE PALL VERDE PIP SEE LI 1 CM CERCIDIUM MICRCPHYLLUM FC C THILL PALL VERDE 3 F " R MITIGATION 15 3 CM CERCIDIUM MICRvPHYLLUM FCCTHILL PALL VERDE pip SEE L2 4 DW DASYL IRICN WHEELERI DESERT SPCCN 5 Gx,C, rc LM LANTANA MCNTIVIDENSIS TRAILING LANTANA I G'C' 31 LF LEUCCPHYLLUM FRUTESCENS TEXAS RAWzER 5 CxC, S 551 W. MAGEE ROAD ��T . GTE 12665 ACEVE UNNA LANDSCAPE PLAN DESIGN SA s DRAWN SA A c u Iii1 a C ®f f e e n CHKD. SA Landscape Archftects L2 OF 3 JOB NO. 425 West Paaao Redondo Suite 3 Tucson. Arizona 05701 Exphas 8/31/1� 520570-191 4-11 RRI6,4TION PLAN III =20' REDUCED PRESSURE BACKFLCW PREVENTER GATE VALVE NC, 2 } AC:KF-L W PREVENTER DETAIL MAINLINE 4 WIRING Fjs, .0 U PCL n- * SLEEVES UNDER PAVING SHALL BE AT AN 16' DEPTH, TRENCHING DETAIL JUMBC VALVE BCX W/ BCLT C'N CCVER FILTER PVC HEADER (SEE IRRIGATION PLAN FCR SIZE) BRICK SUPPCRT (4) 3/4' GRAVEL 1' ABOVE GRADE \— UNiCNS IRRIGATICN EaUIPMENT SCHEDULE SYM5CL. DESCRPTICN SPECIFICATION QUANTITY CCNTRCLLER RAINBIRD EASY RAIN BATTERY CCNTROLLER 2 BACKFLCW PREVEVTER FE5CC S25Y 3%' 1 d DRIP VALVE A55EM5LY VALVE, RAINBIRD 1ZZ PE5 FILTER.- RAINBIRD R5Y-15-2ZO PRESSURE REGULATCR RAINBIRD PSI-I-IMB-2C 2 EMITTER RAINBIRD X5-1Z 123 NCTES, L MAINLINE E VALVE LCCATICNS SHCWN FCR CLARITY LCCATE IN PLANTER AREAS AND WITHIN PROJECT BCUNDARYA 2, ALL MAINLINE SHOWN IS CL200 PVC, ALL PCLYETHYLENE SHCWN IS 1/2', 3. INSTALL ALL PIPE BENEATH WALKS AND PAVING WITHIN A SCH 4Z PVC SLEEVE 2 51ZES LARGER THAN IRRIGATICN PIPE` ( PVC AND PCLYETHYLENE (PE)). 4, SEE CIVIL DWG. FCR WATER S•CURCE SIZE ! LCCATICN PRCVIDE METER PER CC�T, WATER REC'S, S, PRCVIDE IRRIGATION TC NEW REPLACEMENT TREES IN R,CIU. PER C.C.T. REQUIREMENTS 6 IRRIGATICN REPAIR IN RC.W, MUST BE COMPLETE IN 24 HCURS CCNTACT PAUL RCSENBCCM 791-b21c3 PRIOR TC REQUIRED WORK, BATTERY CPERATED CCNTRCLLER AUTOMATIC VALVE GATE VALVE SCH 80 PVC RISER (SIZE PER VALVE SIZE) 8' DEEP GRAVEL SUMP BELCW VALVE 15CX TEE MAINLINE (SEE IRRIGATICN VALVE Jl 88F-M L Y PLAN FCR SIZE) PORT TC SURFACE 8' EMITTER PCLYETHYLENE(PEd EMITTER DETAIL NOTE-, i EMITTER PER SHRUB VALVE BCX FeC� MANUAL FLUSHING END PLUG 1/2 CU, FT, 3/4' GRAVED- UMP ' PCLYETHYLENE "RICK SUPPCRT HC SE END DETAIL 4 EMITTERS PER TREE