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HomeMy WebLinkAboutOV120901TOWN OF ORO VALLEY, PLANNING AND 11000 N. LA CANADA DRIVE, ORO VALLEY PHONE: (520) 229-4800 FAX: (520) 742-1( www.townoforovalley.com APPLICATION FORM L H W r APR — 8 N69 Town of Oro Valley OV Case # (Office Use Only): rJU/ ,/) O ?- ,), % - --- Application Type: Development Plan A. Project Manager/Developer Name: David Little Firm: The WLB Group, Inc. Address: 4444 E. Broadway City: Tucson State: AZ Zip: 85711 Telephone: 881-7480 Fax: 881-7492 Email: dlittle@wlbgroup,com B. Property Owner (s), if more than one owner, attach list Name: Firm: In-N-Out Burger Address: 13502 Hamburger Ln City: Baldwin Park State: CA Zip: 91706-5885 Telephone: 626-813-8263 Fax: Email: C. Subject Property Parcel/Tax Code: 220.04.3390 Legal Description/Property Address: A portion of Section 5 T12S R14E Area of property: 0.76 Acres Existing Zoning: PAD Proposed Zoning: PAD Is Proposed Zoning in conformance with General Plan designation? [ ] N/A [X ] Yes [ ] No General Plan Designation: Existing Land Use: Vacant Proposed Land Use: Commercial D. Previous Applications Relating To This Property OV8- OV9- OV10- OV11- OV12-04.30 OV13- E. Reason For Request Approval of a development plan for the construction of In-N-Out Burger on Lot 28 of Oro Valley Marketplace. This application is true and correct to the best of my knowledge. I am the owner of the Pov a cribed property or have been authorized by the owner to make this application. %AIM Date Signature L��� FEB 1 2009 Town or 010 Valley U/� o Planning and Zoning DivisionD 9- 11000 N. La Canada Drlry Oro Valley AZ 85137 Phone: (520) 229-000 Fnz: (520) 742-1022 Web SiteAddress: imi.townornrovalley.eom REQUEST FOR PREAPPLICATION CONFERENCE PROJECT DESCRIPTION: y*(- nVsrAV-9�,r- �✓ J .� 1L. .ter • « �/ � ✓ � r ter% �/r �G: �/ i�/ ia/ / � � � � A �r .��I� i LOCATION: rllllI�idy / w m PARCEL NUMBER: TYPE OF REQUEST: WV9;!-0,0 till "i pt • / �./S� .�/'_ram r �i ///� e TELEPHONE NO.: �7—&613-EL77 FAX NO.: 61b -339 - `IJ& EMAIL: PROPERTY OWNER: J ?S-�a 1 OVP61 SIGNATURE: DATE: PREAPPLICATION CONFERENC DATE REQUESTED: (Office use only) ❑ SUBMITTALS MUST BE RECEIVED BY THE PLANNING DEPARTMENT AT LEAST TEN (1( WORKING DAYS IN ADVANCE OF THE DESIRED PREAPPLICATION CONFERENCE DATE. a SUBMITTAL REQUIREMENTS "ALL PLANS MUST BE FOLDED PER -PIMA ,COUNTY FOLD." o TWENTY (20) COPIES (24X36) OF THE PROJECT CONCEPT PLAN, WITH LOCATION MAP. TOWN OF ORO VALLEY PLANNING AND ZONING DEPARTMENT 11000 N La Canada Drive, Oro Valley, AZ 85737 (520) 229-4800 — Fax (520) 742-1022 August 13, 2009 Catherine Otis GreenbergFarrow 1920 Main Street, Suite 1150 Irvine, CA 92614 Re: OV12-09-01, In-N-Out Burger, represented by Greenbergfarrow, request for approval of a development plan for a restaurant with drive -through, located on lot 28 of the Oro Valley Marketplace. Dear Catherine, At their regularly scheduled meeting of August 5, 2009, the Town Council voted 7:0 to conditionally approve the development plan for this project. The following conditions were specified: 1. Address all red -lined comments within the attached Development Plans. Please return all redlined originals back to the Town of Oro Valley. 2. Revise the Development Plan's General Note 5 to indicate the correct number of parking spaces provided for Lot 28. Also, indicate that three "Universal" parking spaces are provided for this project. In accordance with ADAAG, "Universal" parking spaces are an acceptable alternative to providing van accessible parking. 3. Building Safety Plan Review will ensure the proper Finished Floor Elevation (FFE) to achieve positive drainage away from the building structure. 4. The palm trees must be removed from the landscape plan list. Palm trees are not permitted within the Oracle Road Scenic Corridor Overlay District (condition added by Council). Each of the conditions must be addressed prior to staff certifying that the development plan and landscape plan are complete. As specified in the Oro Valley Zoning Code, all revisions must be summarized in letterform. Five (5) full size copies of the development plan and three (3) full size copies of the landscape plan are required for review. Once staff has reviewed the final submittal, the following will be required: one (1) final version development plan mylar and an electronic version, containing parcel lines and subdivision boundaries, lot numbers, all dimensions, and street names, will be required for acceptance by the Town. The electronic version must be submitted on a CD-ROM in DXF or AutoCAD DWG format. S:\permplus\docs\OV1209-01\P-8_5-09 TC Action Letter.DOC As specified in OVZCR, improvements must begin within two years of development plan approval. Only the Town Council may grant extensions. To get started, if you have not already, please submit grading, paving, drainage, and wastewater improvement plans for review. Plans for onsite, offsite, and utility improvements are required. You may begin the process of establishing assurances by contacting Ms. Shirley Gay (229-4800). We look forward to the successful completion of this project. Please let me know at 229- 4817 or dronquillo �orovalleyaz.gov if you should have any questions. Sincerely, David Ronquillo Senior Planner Town of Oro Valley Cc: David Little, WLB Group Shirley Gay, OV Development Coordinator S:\permplus\docs\OV1209-01\P_8_5_09 TC Action Letter.DOC 201 N. STONE AV., 1ST FL TUCSON, AZ 85701-1207 JENIFER STEPHENS ADDRESSING OFFICIAL PH: 740-6480 FAX #: 740-6370 TO: TOWN OF ORO VALLEY PLANNING DEPARTMENT FROM: JENNIFER STEPHENS, ADDRESSING OFFICIAL SUBJECT: OV1209-01 IN-N-OUT BURGER/REVISED DEVELOPMENT PLAN DATE: 6/16/09 The above referenced project has been reviewed by this Division for all matters pertaining to street naming/addressing, and we hereby approve this project. NOTE: 1. Submit a 24 x 36 Reverse Reading Double Matte Photo Mylar of approved Development Plan to the Town of Oro Valley Planning Department. ***PIMA COUNTY ADDRESSING MUST RECEIVE THE SIGNED AND DATED MYLAR PRIOR TO THE ASSIGNMENT OF ANY ADDRESSES. PLEASE COORDINATE THE DELIVERY OF THE MYLAR WITH THE TOWN OF ORO VALLEY PLANNING DEPARTMENT.*** 2. All addresses will need to be displayed per Pima County Address Standards at the time of final inspection. �p #oi 201 N. STONE AV., 1ST FL TUCSON, AZ 85701-1207 JENNIFER STEPHENS ADDRESSING OFFICIAL PH: 740-6480 I'AX #: 740-6370 TO: TOWN OF ORO VALLEY PLANNING DEPARTMENT FROM: JENNIFER STEPHENS, ADDRESSING OFFICIAL SUBJECT: OV1209-01 IN & OUT BURGER ORO VALLEY MARKETPLACE LOT 28/REVISED DEVELOPMENT PLAN DATE: June 15, 2009 The above referenced project has been reviewed by this Division for all matters pertaining to street naming/addressing, and the following matters must be resolved prior to our approval: 1.) There was a misinterpretation for comment #4 on last letter dated 5/04/09. Comment stated, "Only include the Section Township & Range of the project on all Title Blocks." -This was due to all the sections on the Location Map being listed. Only the Section, Township & Range of the project in addition to the subdivision legal is to be listed in the Title Block. Please add the previous subdivision legal that was deleted. 2.) Palisades Pointe is not in correct location. Please delete on Location Map. Development Services JENNIFER STEPHENS ADDRESSING OFFICIAL PH: 740-6480 FAX #: 740-6370 201 N. STONE AV., 1ST FL TUCSON, AZ 85701-1207 TO: TOWN OF ORO VALLEY PLANNING DEPARTMENT FROM: JENNIFER STEPHENS, ADDRESSING OFFICIAL SUBJECT: OV1209-01 IN & OUT BURGER ORO VALLEY MARKETPLACE/REVISED DEVELOPMENT PLAN DATE: May 7, 2009 The above referenced project has been reviewed by this Division for all matters pertaining to street naming/addressing, and the following matters must be resolved prior to our approval: 1.) On Location Map shade in only the project area. 2.) Palisades Pointe is not in the correct location. Please correct Location Map. 3.) Change Catalina Shadows Estates Bk 37, Pg 71 to Bk 41, Pg 24 on Location Map. 4.) Only include the Section, Township and Range of the project on all Title Blocks. TOWN OF ORO VALLEY PLANNING AND ZONING DEPARTMENT 11000 N La Canada Drive, Oro Valley, AZ 85737 (520) 229-4800 — Fax (520) 742-1022 June 10, 2009 Keith Gilbert In-N-Out Burger 13502 Hamburger Lane Baldwin Park, CA 91706-5885 David Malin Vestar Development Co. 2425 East Camelback Road, Suite 750 Phoenix, AZ 85016 Gvlao9-01 Catherine Otis GreenbergFarrow 1920 Main Street, Suite 1150 Irvine, CA 92614 David Little The WLB Group, Inc. 4444 E. Broadway Blvd. Tucson, AZ 85711 Re: Greenberg Farrow, representing In-N-Out Burger, request for approval of a development plan and landscape-hardscape plan for a restaurant with drive -through, located within the Oro Valley Marketplace in close proximity to the southwest corner of Oracle Road and Tangerine Road. (OV12-09-0) Dear Messrs. Gilbert, Malin and Little and Mrs. Otis, At their regularly scheduled meeting on June 9, 2009, the Development Review Board (DRB) voted 7 to 0 to conditionally approve the abovementioned project. Your project will now be scheduled for the next available Town Council meeting on August 5, 2009. The conditions of approval are as follows: Exhibit "A" Conditions of Approval OV12-09-01 In-N-Out Burger Development Plan 1. An odor abatement plan is required prior to development plan approval. 2. Per OVZCR Section 25.1.P.5, smoke and odor filtering devices shall be installed on all restaurants. Electrostatic incinerators shall be installed in all restaurants in order to control noxious emissions. 3. Per OVZCR Section 25.1.P.8, grease traps shall be installed in all drive- through/drive-in restaurants. All grease traps shall conform to the standards contained in the 2003 International Plumbing Code. r Landscape Plan 1. Work with staff to find a replacement plant for the Washingtonia robusta that is not on the OVZCR Prohibited Plant List. Exhibit "B" Technical Deficiencies OV12-09-01 In-N-Out Burger (;Pn -ral 1. Address all red -lined comments within the attached Development Plans, Landscape Plans, and Drainage Report. Development Plan 1. Three mobility -impaired parking spaces are required for a convenience use building square footage over 3300 sq. ft. per OVZCR Table 27-15. Incorporate a third mobility -impaired parking space with five foot access aisle into the development plan as close as reasonably possible to the entrance. 2. Correct the number of parking spaces indicated near the northeast corner of the building. The plans indicate four spaces but five spaces are actually provided. 3. Provide additional information along the landscape areas adjacent to the east side of the Building to demonstrate adequate drainage away from the foundation. 4. Show truncated domes with dimensions where the curb access ramp meets the pavement along the handicap access aisle in Detail 1A: Handicap Parking Detail. Landscape Plan 1. Revise General Note 19 to read "On site mounding is not to exceed 3 to 1 slopes in all planter areas. Maximum height will be provided based upon slope and width of planter". 2. Per previous comments, identify the three (3) foot landscape screen along the western edge of the drive -through on all sheets. 3. Per previous comments, depict all existing Oro Valley Marketplace landscaping as "grayed out" to provide context and easily differentiate between existing and proposed landscaping on all sheets. 4. Per previous comments, the Desert Honeysuckle, shown as a 1 gallon, must be a minimum 5 gallon size. 5. Please replace the "Arizona Barrel Cactus" with an approved cactus from the Oro Valley Marketplace MLP. 6. Replace the Location Map and legal description in the upper right hand portion of Sheet 1 with the updated one shown on the Development Plans. 7. Change the legal description within the Title Block on Sheet 7 to match what is Water shown within the other Landscape Plan Sheets. See attached comment letter. As you know, our intention is to have both the In-N-Out CUP and development plan on the same Town Council agenda. Staff reports are due for the August 5 Town Council meeting by June 30, 2009 and therefore all materials for both review processes' must be submitted by June 12, 2009. For the development plan, 16 copies of the revised plan with all conditions addressed will be needed for the Town Council packets. Please also provided four copies of this letter and a comment response letter. If you have any questions, please contact me at (520) 229-4813 or mspaeth@orovalleyaz.gov. Sincerely, Michae Spaeth Planner Cc: Catherine Otis, GreenbergFarrow Architects David Little, WLB Group Shirley Gay, OV Development Coordinator p;..ti eomz., Development Services May 29, 2009 To: DAVID LITTLE, P.E. THE WLB GROUP w IA� owl �te;,\r.. Carmine DeBonis Jr. Director Once: 520.740.6506 fax: 520.740.6878 Thru: Shirley Gay, Planning and Zoning Town of Oro Valley Community Development Department From: Tom Porter, Sr. CEA (520-740-6719), representing the Pima County Departments of Regional Wastewater Reclamation Department and Environment Quality Subject: LOT 28 OF ORO VALLEY MARKETPLACE RANCH VISTOSO -NEIGHBORHOOD 4 Dev. Plan — 2" d Submittal OV 12-09-01 The proposed sewer collection lines 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 Wastewater Management Department hereby approve the above referenced submittal of the development plan as submitted. 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 (Approval To Construct) may need to be obtained from the Pima County Environmental Quality. 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 -mentioned comments, please contact me. RECEIVED APR 15 1009 s SOUTHWEST GAS [ORPORATIOn W17 April 14, 2009 Town of Oro Valley Planning & Zoning Departmeni 11000 N.La Canada Dr. Oro Valley, Arizona 85737 OV1209-01 IN & OUT BURGER ORO VALLEY MARKETPLACE Southwest Gas Corporation has no objection to the platting of the above mentioned project. However, existing natural gas facilities are located in adjacent right-of-way which may be affected by construction of this project. Blue Stake should be notified 48 hours prior to construction. Further information regarding natural gas facilities on or near this project may be acquired by contacting me at 794-6049. rf RICK BARON/ENGINEERING TECHNICIAN r- 3401 East Gas Road / Tucson, Arizona 85714-1994 P.O. Box 26500 i Tucson, Arizona 85726-6500 / (520) 889-1888 / 1-800-428-7324 www.swgas.com Pima Association Of Governments OV1209-01 IN & OUT BURGER ORO VALLEY MARKETPLACE Vehicle Trip Generation Using Rates From The 8th Edition ITE Trip Generation Report 4/14/09 DescriptionllTE Code -7 Units Expected Units Expected Dail Trips PM Peak Tri s - Total Truck Terminal 030 Acres General Light Industrial 110 TSF Gross Manufacturing 140 Acres Warehouse 150 TSF Gross Mini Warehouse 151 TSF Gross Single Family Homes 210 DU Apartments 220 DU Condo, Townhouse 230 DU Mobile Home Park 240 DU Assisted Living 254 Beds Hotel 310 Rooms Motel 320 Rooms Health/Fitness Club 492 TSF Gross Church 560 TSF Gross Daycare Center 565 TSF Gross Hospital 610 Beds Clinic 630 TSF Gross General Office 710 TSF Gross Single Tenant Office Building 715 TSF Gross Government Office Building 730 TSF Gross Specialty Retail Center 814 TSF Gross Hardware/Paint Store 816 TSF Gross Nursery (Garden Center) 817 TSF Gross Shopping Center 820 Rate TSF Gross New Car Sales 841 TSF Gross Supermarket 850 (stand alone stores) TSF Gross Convenien. Mkt. (Open 24 hrs 851 TSF Gross Convenien. Mkt. Open 16 Hrs) 852 TSF Gross Not Available Convenien. Mkt w/ Gas Pumps 853 Fuel. Position Discount Club 857 TSF Gross Home Improvement Superstore 862 TSF Gross Pharmacy/Drugstore w/ Drive-thru 881 TSF Gross Furniture Store 890 TSF Gross Arts and Crafts Store 897 TSF Gross Not Available Quality Restaurant 931 not national chain) TSF Gross High Turnover/Sit Down Rest. 932 TSF Gross Fast Food w/o Drive Thru 933 TSF Gross Fast Food with Drive Thru 934 TSF Gross 3.3 1,620 110 Fast Food w Drive Thru Onl , No Seating 935 TSF Gross Not Available Service Station 944 Fuel. Position Serv.Station w/ Conven.Mkt 945 Fuel Position Automated Car Wash 948 Wash Stalls Not Available TOTAL 1,620 110 Expected PM Peak Daily Trips I Trips - Total For Questions Contact: KoSokChae Pima Association of Governments 177 N. Church Ave, #405, Tucson, AZ 85701 Tel: (520) 792-1093, Fax: (520) 620-6981 laUNITED STATES - POSTAL SERVICE Tucson A7. 85726-9998 April 9, 2009 Shirley Gay Development Coordinator Town of Oro Valley Planning & Zoning Division 11000 N La Cal Dada Drive Oro Valley AZ 85737-7016 RECEIVED APR 1 01009 SUBJECT: Construction Projects and Recommendations for Delivery of Mail RE: OV 1209-01 In & Out Burger Oro Valley Marketplace Parcel Number 220043390 Please contact the Postal Service before purchasing or installing mail receptacles. The Postal Service is not responsible for costs incurred to move or replace mail receptacles installed prior to obtaining proper authorization. Mail receptacles must be located on the delivery line of travel established by the Postal Service. To obtain approvals necessary to initiate mail delivery, please contact the USPS at least 90 days prior to the first move in. Your Postal Service contact for this project is: Station Manager: ORO VALLEY STATION Phone Number: 520.229.0320 Robert A. Soler Customer Relations Lrdinator RAS:mdr cc: Station Manager: 85737 w/encl: "Project Checklist" JP�LEY A p�2 OQ� • 09 FOUNDED Town of Oro Valley Department of Public Works Engineering Division - Development Review Division - Operations Division - Transit Division November 12, 2009 David Little, P.E. The WLB Group, Inc 4444 East Broadway Blvd Tucson, Arizona 85711 RE: OV12-09-01, Improvement Plan Acceptance Letter for In-N-Out Burger at the Oro Valley Marketplace Dear David, The Public Works Department has completed its review of the In-N-Out Burger Improvement Plans. 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 is required for this project. I have attached a Type 2 grading permit application and a Type 2 grading permit checklist. The Type 2 grading permit checklist has been prepared to show you all of the items that are needed before a pre -grading meeting can be scheduled. The outcome of the meeting will be the issuance of the Type 2 grading permit. Please bring the permit and review fees to the meeting so that there will be no delay in issuing the permit. Assurances are required for this project and shall consist of a landscape bond, a construction bond and a restoration bond. Please refer to OVZC Chapter 26 — Sec. 26.6 (Assurances) for details regarding the procedures of approving and posting project assurances. The restoration bond items can be combined with the construction bond items. See the attached list for items that are to be included in the restoration and construction bond estimates. You may contact Dee Widero at (520)229-4812 for items that are to be included in the Landscape Bond. It is important that the bond estimates be submitted as soon as possible so that the bond amount can be established. Submit the bond estimates to our Development Coordinator, Shirley Gay. Shirley's phone number is (520)229-4849 if you wish to contact her with any questions regarding the assurances. 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 www.orovalleyaz.gov 11000 N. La Canada Drive - Oro Valley, Arizona 85737 phone: (520) 229-4800 - fax: (520) 229-4899 field. As -built record maps of final site construction shall be submitted to the Department of Public Works for review and acceptance prior to the request for final site inspection and full release of any bonds/assurances. If you have any questions, please call me at (520) 229-4811. Sincerely, r' Cl Paul Keesler, P.E. Development Review Division Manager Attachments: Signed Mylar, Grading Permit Checklist, Grading Permit Application, Bond Estimate Form cc: Shirley Gay, TOV Development Coordinator David Ronquillo, TOV Senior Planner Michelle Bennett, Greenberg Farrow Keith Gilbert, In-N-Out Burger File pw-ip-aprvd-20091 1 12.doc 2 Tucson E/ectiicPower Company 4350 E. Irvington Road, Tucson, AZ 85714 Post Office Box 711, Tucson, AZ 85702 WR#208145 April 14, 2009 The WLB Group Attn: David Little 4444 E Broadway Tucson, Arizona 85711 Dear Mr. Little : SUBJECT: In-n-Out Burgers OV1209-01 Tucson Electric Power Company has reviewed and approved the development plan submitted February 12, 2009 and April 08, 2009. It appears that there are no conflicts with the existing facilities within the boundaries of this proposed development. Enclosed is a copy of a TEP facilities map showing the approximate location of the existing facilities. Any relocation costs will be billable to the customer. In order to apply for electric service, call the New Construction Department at (520) 918- 8300. Submit a final set of plans including approved site, electrical load, paving off -site improvements and irrigation plans, if available include a CD with the AutoCAD version of the plans. If easements are required, they will be secured by separate instrument. Your final plans should be sent to: Tucson Electric Power Company Attn: Mr. Richard Harrington New Business Project Manager P. O. Box 711 (DB-101) Tucson, AZ 85702 520-917-8726 Should you have any technical questions, please call the area Designer, Lisa Romero at (520) 918-8261. Sincerely, Elizabeth Miranda Office Support Specialist Design/Build Im Enclosures cc: S. Gay, Town of Oro Valley (email) Lisa Romero, Tucson Electric Power Tucson Sectric Power Company 4350 E. Irvington Road, Tucson, AZ 85714 Post Office Box 711, Tucson, AZ 85702 WR#208145 February 23, 2009 Greenberg Farrow Attn: Keith Gilbert 1920 Main Street, Suite 1150 Irvine, California 92614 Dear Mr. Gilbert : SUBJECT: In-n-Out Burgers OV1209-01 Tucson Electric Power Company has reviewed and approved the development plan submitted February 12, 2009. It appears that there are no conflicts with the existing facilities within the boundaries of this proposed development. Enclosed is a copy of a TEP facilities map showing the approximate location of the existing facilities. Any relocation costs will be billable to the customer. In order to apply for electric service, call the New Construction Department at (520) 918- 8300. Submit a final set of plans including approved site, electrical load, paving off -site improvements and irrigation plans, if available include a CD with the AutoCAD version of the plans. If easements are required, they will be secured by separate instrument. Your final plans should be sent to: Tucson Electric Power Company Attn: Mr. Richard Harrington New Business Project Manager P. O. Box 711 (DB-101) Tucson, AZ 85702 520-917-8726 Should you have any technical questions, please call the area Designer, Lisa Romero at (520) 918-8261. Sincerely, Elizabeth Miranda Office Support Specialist Design/Build Im Enclosures cc: S. Gay, Town of Oro Valley (email) Lisa Romero, Tucson Electric Power Town Council Page 1 of 11 MINUTES ORO VALLEY TOWN COUNCIL REGULAR SESSION August 5, 2009 ORO VALLEY COUNCIL CHAMBERS 11000 N. LA CANADA DRIVE REGULAR SESSION AT OR AFTER 6:00 PM CALL TO ORDER - 6:00 P.M. ROLL CALL PRESENT: Paul Loomis, Mayor K.C. Carter, Vice Mayor Paula Abbott, Council Member Bill Garner, Council Member Barry Gillaspie, Council Member AI Kunisch, Council Member Salette Latas, Council Member PLEDGE OF ALLEGIANCE Mayor Loomis led the audience in the Pledge of Allegiance. UPCOMING MEETING ANNOUNCEMENTS Town Manager David Andrews reviewed the upcoming meetings and events. COUNCIL REPORTS Council Member Latas noted that the Town's Department Directors held a mini - retreat and she hoped that the event went well. She then thanked the Directors for all of their work. Vice Mayor Carter reported that the Holiday Parade would be held on December 10, 2009. DEPARTMENT REPORTS Town Engineer Craig Civalier reported that Town staff is working with the Arizona Department of Transportation (ADOT) on signage at El Conquistador Way (no right turn on red when headed north on Oracle Road). Economic Development Manager Amanda Jacobs announced that the Town was in the running to host the 2010 Governor's Regional and Rural Development http://orovalley.granicus.com/MinutesViewer.php?view_id=5&clip_id=710 12/07/2009 Town Council Page 2 of 11 Conference. Building Safety Director Suzanne Smith reported that during the month of August, the Building Safety Department will be offering free inspections for swimming pool barrier enclosures. TOWN MANAGER'S REPORT - No report. CALL TO AUDIENCE - No speakers. PRESENTATIONS - a. PAUSE FOR PAWS Karen, a volunteer from Casas de los Gatos, presented Malcolm, a rescued kitten. She stated that they have 500 cats and kittens in need of homes. They are also in need of donations, volunteers and supplies. b. PLAQUES OF APPRECIATION TO OUTGOING ORO VALLEY BOARD AND COMMISSION MEMBERS Click here for Presentation b Mayor Loomis presented Plaques of Appreciation to: John Buette, Development Review Board (DRB) George Glos, Stormwater Utility Commission (SWUC) Dennis Ottley, Parks and Recreation Advisory Board (PRAB) Mike Zinkin, Development Review Board (DRB) (Plaques of Appreciation will also be mailed to Teree Bergman, Planning and Zoning Commission and Patrick Foley, Historic Preservation Commission) C. RECOGNITION OF ORO VALLEY STUDENT RECIPIENTS OF COMCAST LEADERS AND ACHIEVERS SCHOLARSHIPS TO LINDSAY WELDEN, 2009 CANYON DEL ORO HIGH SCHOOL GRADUATE AND JUSTIN HALEY 2009 IRONWOOD RIDGE HIGH SCHOOL GRADUATE Click here for Presentation c Mayor Loomis presented Town pins to Lindsey Weldon and Justin Haley in recognition of their receiving the Comcast Leaders and Achievers Scholarships. PROCLAMATION FOR "DROWNING IMPACT AWARENESS MONTH" - AUGUST 2009 Click here for Presentation d Town Clerk Kathryn Cuvelier read a proclamation for "Drowning Awareness http://orovalley.granicus.com/MinutesViewer.php?view_id=5&clip_id=710 12/07/2009 Town Council Page 3 of 11 Month, August 2009". e. PROCLAMATION HONORING THE 100TH BIRTHDAY OF E. JAMES MULLIGAN, M.D. Click here for Presentation e Mayor Loomis presented a Proclamation honoring Oro Valley resident Dr. James Mulligan's 100th birthday naming August 11, 2009 as Dr. E. James Mulligan Day. REGIONAL TRANSPORTATION AUTHORITY PRESENTATION: UPDATE ON SUN SHUTTLE TRANSIT SERVICE, SCHEDULE CHANGES AND AUGUST 1ST FARE RATE INCREASE Click here for Presentation f Jim Degrood, Regional Transportation Authority (RTA) Director of Transit Services, presented an update on Sun Shuttle Transit Services and highlighted the following: Ridership — System performance Service overview — Planned Improvements: - Reduce travel times - Increased frequency of buses - Coordinate transfers w/Sun Tran and Sun Express - Fare increase from $1.00 to $1.25 - Route changes and improvements — Opportunities for the future g. PRESENTATION BY THE CENSUS 2010 PARTNERS Click here for Presentation g Magdalena Barajas, Census 2010 Partnership Specialist, thanked the Town for partnering with the Census 2010 Partners. She stated that Oro Valley was Arizona's leader in census responses for Census 2000 and she encouraged the Town to organize a local Complete Count Committee for the upcoming Census. Sonny Suvia, Census 2010 Partner Specialist Team Leader, congratulated the Town for being the leading city/town in Arizona by achieving the highest number of respondents for the 2000 Census. He encouraged the Council to continue their efforts to get everyone in the community counted. CONSENT AGENDA http://orovalley.granicus.com/MinutesViewer.php?view_id=5&clip_id=710 12/07/2009 Town Council Page 4 of 11 Mayor Loomis pulled Item C. MOTION: A motion was made by Vice Mayor Carter and seconded by Council Member Kunisch to approve the Consent Agenda with the exception of Item C. MOTION carried, 7-0. A. Minutes - June 3, 24, July 8, 2009 Click here for June 3, 2009 minutes Click here for June 24, 2009 minutes Click here for July 8, 2009 minutes B. Police Report - June 2009 Click here for Item B C. Resolution No. (R)09 - 45 Authorizing and Approving the Execution of an Agreement between the Town of Oro Valley and the Oro Valley Historical Society for Donation of the Sculpture known as "Steam Pump Pony" to the Town of Oro Valley (PULLED FOR DISCUSSION) Click here for Item C MOTION: A motion was made by Council Member Gillaspie and seconded by Council Member Abbott to TABLE Resolution (R)09-45. MOTION carried, 7-0. D. Resolution No. (R)09 - 46 Authorizing and approving the amendment to the deeds of trust relating to water service between the Town of Oro Valley, Stone Canyon, LLC and the Robert A. Hansen family trust Click here for Item D E. Resolution No. (R)09 - 47 Authorizing and approving Financial Participation Agreements between the Town of Oro Valley and Amphi Foundation, M3S Sports, LLC, Arizona Chapter Paralyzed Wheelchair Veterans of America, Inc., Catalina Community Services, Perimeter Bicycling Association, Project Graduation, Greater Oro Valley Arts Council, Pima Council on Aging, Interfaith Community Services, Trisports Racing, Greater Southwest Chapter of the Arthritis Foundation, Critical Path Institute (C-Path), Metropolitan Convention and Visitors Bureau, Oro Valley Parade Committee, and Tucson Regional Economic Opportunities, Inc. and Community Food Bank Click here for Item E http://orovalley.granicus.com/MinutesViewer.php?view_id=5&clip_id=710 12/07/2009 Town Council Page 5 of 11 F. Reappointment of Jimmy Fields to the Board of Adjustment with term effective August 5, 2009 to June 30, 2011 Click here for Item F G. Mayor and Council Trip Reports Click here for Item G 2. DISCUSSION AND UPDATE BY THE CRITICAL PATH INSTITUTE (C-PATH) AND BASIS CHARTER SCHOOL Click here for Item 2 Dr. Raymond Woosley, President and CEO of Critical Path Institute presented an update regarding C-Path highlighting the following: — Provide safe drugs for serious diseases — Consortia Model - Predictive Safety Testing Consortium (PSTC) - Patient Reported Outcomes (PRO) - Coalition Against Major Diseases (CAMD) (Patients, Government, Industry) - 28 major pharmaceutical companies, 500 scientists — Value to community (8-fold return on public investment in 4 years, growing employer with 28 bioscience jobs, $30 million in federal grants to Arizona, University of Arizona Partner) Role in Oro Valley - Help bring Oro Valley to the attention of global pharmaceutical and bio-tech companies - Help develop Bioscience Plan for Southern Arizona with focus on Oro Valley - Create innovative environment - Help develop the workforce Dr. Michael Block, Chairman of Basis Charter School, presented an overview of Basis Charter Schools: College Preparatory, grades 5-12 — Charter School — Theme: Excellence — High academic standards — BASIS Schools provide: a tool for recruitment, successful model for education reform, asset to the community. Model for educational reform BASIS committed to opening a school in Oro Valley and received a new charter on June 8, 2009. — Challenge: Recent budget shortfall to education funding, need assistance with funding a site and facilities. Plans: - Facilities: Modular buildings on site in or near Innovation Park; possibly http://orovalley.granicus.com/MinutesViewer.php?view_id=5&clip_id=710 12/07/2009 Town Council Page 6 of 11 share site at Innovation Park or Municipal Operations Center; hope to open school in Oro Valley in August 2010. - Financing: Form a committee of potential stakeholders to help raise funds; apply for State Charter School Start-up Funds. In response to questions from Council, Mr. Block explained that they are not necessarily locked into the Innovation Park area but they would like to be in close proximity to major employers. He also explained that the average size of middle school classes was 25 students with the high school classroom size being approximately 8-12 students. Mr. Block further explained that they would start the new campus utilizing modular units. He also reported that the Scottsdale school site has 600 students and sits on a 5 acre site with 3 acres being open space. Mayor Loomis recessed the meeting at 7:33 p.m. The meeting resumed at 7:43 p.m. 3. PUBLIC HEARING - APPROVAL OF AN APPLICATION FOR A LOCATION TRANSFER OF A SERIES 09 (LIQUOR STORE) LIQUOR LICENSE FOR WALGREENS #6411 LOCATED AT 11951 N. FIRST AVENUE Click here for Item 3 Mayor Loomis opened the public hearing. There being no speakers, the public hearing was closed. MOTION: A motion was made by Council Member Abbott and seconded by Council Member Kunisch to recommend approval of the request for a Location Transfer to the Arizona State Liquor Board for a Series 09 Liquor License at Walgreens #6411 located at 11951 N. First Avenue. MOTION carried, 7-0. 4. PUBLIC HEARING - RESOLUTION NO. (R) 09 - 48 OV8-09-002 GRANTING APPROVAL OF A CONDITIONAL USE PERMIT TO IN-N-OUT BURGER, LOCATED WITHIN LOT 28 OF THE ORO VALLEY MARKETPLACE NEAR THE SOUTHWEST CORNER OF ORACLE ROAD AND WATER HARVEST WAY Click here for Item 4 Assistant Planning and Zoning Director Paul Popelka introduced the request for a conditional use permit (CUP) for In-N-Out Burger restaurant. He explained that a CUP was required due to the request for a drive -through. He reported that staff finds that the request is in conformance with the Zoning Code requirements. Keith Gilbert representing In-N-Out Burger presented a brief background on the restaurant and stated that they currently have 232 restaurant facilities. He http://orovalley.granicus.com/MinutesViewer.php?view_id=5&clip_id=710 12/07/2009 Town Council Page 7 of 11 explained that they have worked with staff and Vestar to design a restaurant that would fit well into the Oro Valley Marketplace and the Town. Mayor Loomis opened the public hearing. Lois Marinaro, Oro Valley resident, stated that she did not object to the restaurant but she objected to the proposed location. She stated that they would be affected by lights from the restaurant and she was somewhat concerned about smells that might come from the restaurant. She asked that the In-N-Out Burger restaurant be placed near the other restaurants in the Oro Valley Marketplace. Mayor Loomis closed the public hearing. In response to questions from Council: Mr. Popelka explained that all restaurants are required to have an odor abatement plan and Mr. Gilbert stated that the hours of operation for the restaurant would be from 10:00 a.m. to 1:00 a.m. MOTION: A motion was made by Council Member Abbott and seconded by Council Member Kunisch to approve with conditions Resolution (R)09-48 In-N- Out Burger represented by Greenberg Farrow, request for approval of a conditional use permit for a restaurant with a drive -through located within the Oro Valley Marketplace in proximity to the southwest corner of Oracle Road and Water Harvest Way, OV8-09-002 to include that (friendly amendment requested by Council Member Gillaspie): 1) wall mounted signs facing Catalina Shadows subdivision to the west will not be permitted; 2) the height of the restaurant be limited to 28 feet, and finding that the development meets the standards of the conditional use permit. MOTION carried, 6-1 with Council Member Latas opposed. 5. OV12-09-01 REQUEST FOR APPROVAL OF A DEVELOPMENT PLAN FOR A RESTAURANT WITH DRIVE -THROUGH FROM IN-N-OUT BURGER, REPRESENTED BY GREENBERGFARROW, LOCATED WITHIN THE ORO VALLEY MARKETPLACE NEAR THE SOUTHWEST CORNER OF ORACLE ROAD AND WATER HARVEST WAY Click here for Item 5 Assistant Planning and Zoning Director Paul Popelka reviewed the development plan for the In-N-Out Burger restaurant to be located on the southern tip of the Oro Valley Marketplace (OVM) site. He reported that the restaurant use was approved as part of the Master Plan for the OVM. Mr. Popelka explained that staff worked with the applicant on traffic issues, architectural elements and outdoor seating and parking and they feel that the plan meets the requirements of the Zoning Code. He further explained that the signage faces east and south and the west side is screened by landscape and the placement of signs. He reported that the Development Review Board (DRB) has recommended approval. http://orovalley.granicus.com/MinutesViewer.php?view_id=5&clip_id=710 12/07/2009 Town Council Page 8 of 11 Keith Gilbert representing the In-N-Out Burger restaurant reviewed the architectural elevations of the restaurant. In response to a question from Council Member Garner, Mr. Popelka explained that the landscape plan was approved by the DRB; however, it has since been realized that palm trees are not permitted in the Oracle Road Scenic Corridor Overlay District (ORSCOD). MOTION: A motion was made by Council Member Gillaspie and seconded by Council Member Abbott to approve with conditions in Exhibit "A" In-N-Out Burger development plan for a restaurant with drive -through located within the Oro Valley Marketplace in close proximity to the southwest corner of Oracle Road and Water Harvest Way with the additional condition (friendly amendment requested by Council Member Latas) that no palm trees are allowed (within Oracle Road Scenic Corridor Overlay District (ORSCOD). Exhibit "A": 1) Address all red -lined comments within the Development Plans. Please return all redlined originals back to the Town of Oro Valley. 2) Revise the Development Plan's General Note 5 to indicate the correct number of parking spaces provided for Lot 28. Also, indicate that three "Universal" parking spaces are provided for this project. In accordance with American with Disabilities Act Accessibility Guidelines (ADAAG), "Universal" parking spaces are an acceptable alternative to providing van accessible parking. 3) Building Safety Plan Review will ensure the proper Finished Floor Elevation (FFE) to achieve positive drainage away from the building structure. 4) Additional condition per motion: No palm trees are allowed (within the Oracle Road Scenic Corridor Overlay District (ORSCOD). MOTION carried, 7-0. 6. DISCUSSION AND POSSIBLE ACTION FOR THE INTERIM FACILITIES AT THE RANCHO VISTOSO MUNICIPAL COMPLEX Click here for Item 6 Building Safety Director Suzanne Smith, presented an overview of possible interim plans for the Rancho Vistoso Municipal Complex (RVMC) and the Calle Concordia site. She explained that staff has reviewed the existing facilities and has recommended the following options: — Option X - Calle Concordia site - provides minimal improvements which would include: 1) Remediation of all code violations, 2) Relocation of a storage module and extending the existing maintenance building by one 800 square foot bay for storage in the Operations yard; and 3) Provide ADA accessible paved parking, landscape buffers and a six foot high masonry wall and gate for security between the Parks and Recreation public access area and the Operations Yard. Scope of Work: $340,000 construction costs, $45,000 design and other services, $5,000 http://orovalley.granicus.com/MinutesViewer.php?view_id=5&clip_id=710 12/07/2009 Town Council Page 9 of 11 data/telecom equipment, $18,000 Town costs and $41,000 owner contingency for a total of $449,000. Option Y - RVMC site: 1) Provide two temporary modular buildings and associated parking for Public Works staff that are currently at Calle Concordia; 2) Provide a prefabricated metal maintenance building; 3) Provide a fueling station; 4) Relocate storage buildings; and 5) Provide materials storage and associated site improvements. Includes Calle Concordia site demolition and clean up of the existing operations yard upon completion of the RVMC work, remediation of remaining code violations, parking, landscape buffers and security wall. Scope of Work: $2,296,000 construction cost, $245,000 design and other services, $96,000 equipment, $304,000 Town costs, $294,000 owner contingency for a total of $3,235,000. Funding Sources (fiscal year 2007/08 - Town funds contributed to the RVMC construction fund to assist with construction): — General Fund $3,702,000 Highway Fund $ 450,000 Water Utility Fund $1,600,000 Total $5,752,000 Ms. Smith further noted that all options included in Option Y would remain in place at the RVMC. She then reviewed the benefits and concerns for each option: BENEFITS CONCERNS OPTION X - Lowest initial cost - Invests in facilities that will be demolished in the near future - Provides necessary space for fleet maintenance - Retains facilities that are below current Town standards - Inconsistent with Town's - Operations yard is near current road projects commitment to the neighborhood - Public Works operations and staff is divided OPTION Y - Provides necessary space for fleet maintenance _ Higher Cost that will be retained in future RVMC development - Provides facilities that meet Town standards - Operations yard is further from current road projects - Moves operations to anon -residential area; consistent with Town's commitment to Calle Concordia neighborhood http://orovalley.granicus.com/MinutesViewer.php?view_id=5&clip_id=710 12/07/2009 Town Council Page 10 of 11 - Public Works staff is in one location -Operations yard is positioned for future Town growth and provides a second location for vehicle refueling Discussion followed regarding: commitment to neighborhood, Town has right to operate the Calle Concordia site, need to move magnesium chloride tanks to an industrial site, cost to correct code violations would be approximately $25,000, fleet maintenance plan, parking lot paving, fleet maintenance needs and getting financial projections for next year before moving forward (with the exception of OSHA issues). MOTION: A motion was made by Council Member Abbott and seconded by Council Member Kunisch to authorize staff to spend up to $25,000 from the Contingency Fund to remediate all code violations. MOTION carried, 7-0. MOTION: A motion was made by Council Member Abbott and seconded by Council Member Kunisch to direct staff to bring forward a fleet maintenance plan in time to support the mid -year budget review (in November). MOTION carried, 5-2 with Council Member Garner and Council Member Gillaspie opposed. MOTION: A motion was made by Council Member Garner and seconded by Council Member Abbott to have the Chief of Police or his designee evaluate current needs for an impound yard and whether or not he would like to continue to keep it at Calle Concordia or relocate the impound yard to the Ranch Vistoso Municipal Complex and to include costs associated with moving it or securing the current site. MOTION carried, 7-0. 7. FUTURE AGENDA ITEMS Council Member Kunisch/ Council Member Abbott second - Staff to provide an update on the Emergency Command Center/Substation at the Oro Valley Marketplace. CALL TO AUDIENCE -No speakers. ADJOURNMENT MOTION: A motion was made by Vice Mayor Carter and seconded by Council Member Kunisch to adjourn at 9:15 p.m. http://orovalley.granicus.com/MinutesViewer.php?view_id=5&clip_id=710 12/07/2009 Town Council Page 11 of 11 MOTION carried, 7-0. http://orovalley.granicus.com/MinutesViewer.php?view_id=5&clip_id=710 12/07/2009 TOWN OF ORO VALLEY COUNCIL COMMUNICATION MEETING DATE: AUGUST 5, 2009 TO: HONORABLE MAYOR & COUNCIL FROM: Sarah S. More, FAICP, Planning & Zoning Director SUBJECT: GreenbergFarrow, representing In-N-Out Burger, requests approval of a development plan for a restaurant with drive -through, located within the Oro Valley Marketplace in close proximity to the southwest corner of Oracle Road and Water Harvest Way, OV 12-09-01. EXECUTIVE SUMMARY The proposed restaurant will occupy lot 28 of the Oro Valley Marketplace, located in the "southern tip" of the commercial center oriented south towards Oracle Road. The entire development is approximately 60% built, and is comprised of a mixture of major and in -line buildings, as well as various free standing pads. While lot 28 is in a highly visible location, the orientation of the proposed restaurant and the incorporation of additional landscaping will decrease the visual impact of the restaurant and drive -through on adjacent areas. DEVELOPMENT REVIEW BOARD RECOMMENDATION At their regularly scheduled meeting of June 9, 2009, the Development Review Board (DRB) voted unanimously (7:0) to recommend approval of the development plan for this project. In general, there were no major issues addressed; however, the Board discussed the following items at the meeting: Location of the pedestrian crosswalk connecting the pad to the rest of the parking lot to the east and whether it is a potential risk to pedestrians. The location of the sidewalk is adequate and there are no safety concerns with the proposed connection. • The number of parking spaces on site and whether it would be adequate to service this use. A total of 62 parking spaces are required and additional spaces with the adjacent lots will be utilized for shared parking. BACKGROUND Nature of Application The development plan stage involves resolving all design and site layout issues related to Oro Valley Zoning Code Revised (OVZCR) requirements, as well as specifications of all reviewing agencies. Once recommendations are made by staff, the development plan is reviewed by the Development Review Board (DRB), which in turn forwards the application with its recommendation to Town Council. Development plan approval constitutes authorization for the developer to proceed with the engineering plans and specifications for public improvements, as well the building permit process. Current Site Conditions • The Oro Valley Marketplace is zoned Rancho Vistoso PAD, C-2 (Commercial District). • The approximate size of the development is 113.9 acres with a total building area of approximately 803,011 square feet. Town of Oro Valley COUNCIL COMMUNICATION Page 2 of 5 • The development is approximately 60% built out and numerous stores are open for business. • The approximate size of the lot is 7,000 square feet. • The southern tip is vacant aside from completed infrastructure improvements. • Lot 28 is situated as follows: o The west (rear) elevation is immediately adjacent to the 77 acre Big Wash. Further west, across Big Wash at a substantially higher elevation is the Catalina Shadows subdivision. o The north elevation faces Big Wash and the majority of the Oro Valley Marketplace. o The east (front) elevation faces Oracle Road and Catalina State Park. o The south elevation partially faces Oracle Road and Catalina State Park. • The topography of the southern tip is relatively flat, and the project site is substantially below the grade of Oracle Road (approximately 14 feet). Proposed Improvements • A 3,256 square foot restaurant with drive -through. • The restaurant will utilize the previously approved shared parking for the southern tip of the Oro Valley Marketplace. The restaurant is required to have a total of 62 parking spaces (3 mobility impaired spaces). • The restaurant will incorporate a shaded outdoor seating in conjunction with adequate landscaping to serve both screening and improve the overall aesthetics of the space. • The proposed building height is twenty-eight feet (28'); the maximum permitted building height is thirty-nine feet (39'). • Access to this site will be from Water Harvest Way, which intersects with Oracle Road in close proximity to the pad. Surrounding Land Uses Orientation Zoning Land Use North RV PAD Tangerine Road, Future Offices, NW Medical Facility South R1-144 Mesquite Bosque (Town property) and Big Wash (County property) Big Wash (County Property), Catalina West R1-144 Shadows State Right -of -Way Oracle Road East State Catalina State Park ADDrovals to Date • Jan 2006 • Feb 2006 • Jun 2006 • Nov 2006 • Dec 2006 • In 2006 & 2007 Development Review Board approved the Master Landscape Plan. Town Council approved the Development Plan/Preliminary Plat. Development Review Board approved the Master Architectural Concept Plan (MACP). Town Council approved the Final Plat. Town Council approved the Master Sign Program. Development Review Board approved Building Groups # 1, #2, 43 and #4 architecture. Town of Oro Valley COUNCIL COMMUNICATION Page 3 of 5 ANALYSIS OF OVZCR 22.6 B DEVELOPMENT REVIEW CRITERIA Per OVZCR Section 22.6, "In considering any application for development review, the Development Review Board shall be guided" by a specific list of criteria when deliberating. The following is a list of noteworthy criteria (in italics) followed by staff commentary: 1. The Development Review Board shall examine the application to insure that all provisions of this Code and all other Codes, master plans, general plans and standards of the Town shall be complied with where applicable. A. General Plan Compliance Policy 1.3: "The Town shall ...promote a compatible mix of land uses throughout the Oro Malley Planning Area. " Oro Valley Marketplace was designed to serve as a regional commercial center at the intersection of two major roadways (Tangerine Road and State Route 77-Oracle Road), each with high Average Daily Trips (ADT's). The development was designed to provide high volume commercial retail uses with a mixture of smaller commercial uses. The proposed restaurant is compatible with the center and will exemplify the intent of the center as a "destination". The greater metro -Tucson region has two existing In-N-Out Burger restaurants, neither of which is located near Oro Valley. If approved, the proposed restaurant will serve as a "destination" for a large segment of the northwest metro region. • Policy 2.1.4: "The Town shall require that all development proposals depict an arrangement of and massing of buildings and/or arrangements of lots to minimize impacts on views from adjacent properties and streets... " Approved as part of the Oro Valley Marketplace Master Development Plan (MDP), the southern tip of the development is limited in terms of variability of building placements. The pads along the west edge of the southern tip, including the applicant's proposed location was strategically placed to take advantage of the lower elevation and the presence of dense vegetation in the southern portion of the Big Wash. The proposed grade of lot 28 is approximately fourteen (14') feet below the elevation of Oracle Road, minimizing the majority of any visual impacts the pad may have on neighboring developments. Additionally, the dense vegetation will help screen the proposed restaurant from the neighbors across the wash in the Catalina Shadows subdivision, specifically the headlights of the vehicles waiting in the drive -through. B. Rancho Vistoso PAD Compliance The development plan complies with all applicable Rancho Vistoso PAD requirements. C. OVZCR Compliance The development plan is in substantial compliance with all applicable OVZCR requirements, although one item remains outstanding. As a Tier Il convenience use, a restaurant with drive -through is only permitted in the C-2 Commercial District upon approval of a conditional use permit (CUP). A CUP application has been submitted concurrently with this project and will be on the same Town Town of Oro Valley COUNCIL COMMUNICATION Page 4 of 5 Council agenda as the development plan. If the CUP is approved, the development plan will be in full compliance with the OVZCR. D. PUBLIC WORD Drainage The on -site and surrounding drainage patterns for the proposed restaurant are consistent with those specified within the overall Oro Valley Market Place Master Drainage Report. Onsite drainage runoff will be conveyed through the site using the parking area access lanes (PAALs) and directed to the west where it discharges into the Big Wash drainage channel. A detention waiver for the Master Development Plan has been approved by the Town Engineer and is based on the large difference in time -to -peak between the on -site watersheds and the overall watershed for the Big Wash. First flush for the entire Oro Valley Marketplace commercial development is addressed with filter inserts placed within catch basins and sidewalk scuppers. Grading A Type 2 grading permit will be required to construct the building pad, retaining walls, drainage structures, utilities, parking lot, and any other structures requiring grading on the site. The grading depicted on the Development Plan conforms to the Rancho Vistoso Planned Area Development (PAD) and the OVZCR. Traffic A master traffic impact analysis (TIA) has been previously prepared and approved for the Oro Valley Marketplace. Modifications to the proposed uses and layout within the southern region of the project prompted staff to require and approve an addendum to the original TIA. The approved TIA addendum anticipated the possibility of an In-N-Out Burger within this region of the development and provided recommendations and conclusions in response to an anticipated traffic flow increase. These recommendations have already been implemented with the completed construction of Water harvest Way (previously Imiovation Market Drive). Staff has also worked with In-N-Out Burger representatives to create a layout that meets the needs of the developer while also providing a safe and efficient site for motorists and pedestrians. The drive -through lane provides storage for a queue of 10 vehicles which is sufficient for normal operation. Additional temporary traffic control measures may be implemented to mitigate the initial traffic volumes that are typical of new In-N- Out Burger openings within this region. Furthermore, In-N-Out Burger restaurants have in place a process where carhops are dispatched to take orders from vehicles if the queue extends beyond the order board. PUBLIC NOTIFICATION AND COMMENT This project has been noticed in accordance with Town policies. To date, no comments have been received. Town of Oro Valley COUNCIL COMMUNICATION Pa e 5 of 5 SUMMARY OF FACTORS Findings in Favor 1. The Development Review Board recommended approval. 2. The development plan meets all applicable General Plan policies, Rancho Vistoso PAD and OVZCR requirements. 3. The development plan is in conformance with the previously approved Oro Valley Marketplace development plan. 4. The plans have addressed the potential effects of the proposed restaurant on neighboring residents to the west and have oriented and designed the site to mitigate any potential visibility issues. 5. The proposed traffic circulation has been mitigated to the greatest extent feasible. Findings Against 1. None. SUGGESTED MOTION The Town Council may wish to consider one of the following suggested motions: I move to [approve, approve with conditions, OR deny] In-N-Out Burger, development plan for a restaurant with drive -through, located within the Oro Valley Marketplace in close proximity to the southwest corner of Oracle Road and Water Harvest Way. Attachments 1. Exhibit A — Technical Deficiencies 2. June 9, 2009, DRB Draft Minutes 3. Development Plan cc: David Little, dlittic@wlbgroup.com David Malin, dmalin@vestar.com Catherine Otis, cotis@greenbergFarrow.com Project Manager: David Ronquillo, Senior Planner David Andrews, Town Manager S:\PERMPLUS\ROCS\OV1209-0]Veports\P_8_5_09 TC Report.doc ES-10TINIMM Conditions of Approval OV12-09-01, Development Plan In-N-Out Burger 1. Address all red -lined comments within the attached Development Plans. Please return all redlined originals back to the Town of Oro Valley. 2. Revise the Development Plan's General Note 5 to indicate the correct number of parking spaces provided for Lot 28. Also, indicate that three "Universal" parking spaces are provided for this project. In accordance with ADAAG, "Universal" parking spaces are an acceptable alternative to providing van accessible parking. 3. Building Safety Plan Review will ensure the proper Finished Floor Elevation (FFE) to achieve positive drainage away from the building structure. MINUTES ORO VALLEY DEVELOPMENT REVIEW BOARD REGULAR SESSION June 9, 2009 ORO VALLEY COUNCIL CHAMBERS 11000 N. LA CANADA DRIVE CALL TO ORDER REGULAR SESSION AT OR AROUND 6:00 P.M. Chairman Gribb called the meeting to order at 6:00 p.m. ROLL CALL PRESENT: Tom Gribb, Chairman John Buette, Vice -Chair Jill Anderson, Member Michael Schoeppach, Member Ray Shelton, Member Gene Wowk, Member Mike Zinkin, Member PLEDGE OF ALLEGIANCE Chairman Gribb led the audience in the pledge of allegiance. CALL TO THE AUDIENCE Opened and closed without comment. CONSENT AGENDA MOTION: A motion was made by Member Schoeppach and seconded by Vice -Chair Buette to approve the Consent Agenda as presented. MOTION carried, 7-0. A. Review and/or approval of the May 12, 2009, DRB minutes. REGULAR AGENDA 1. Greenberg Farrow, representing In-N-Out Burger, requests approval of a development plan and landscape plan for a restaurant with drive -through, located within the Oro Valley Marketplace in close proximity to the southwest corner of Oracle Road and Water Harvest Way, OV12-09-01. If you have any questions about this matter, please contact Michael Spaeth, Planner, at (520) 229-4813 or mspaeth@orovalleyaz.gov. Ron Volley, Real Estate Manager for In-N-Out Burger, gave a brief history of the In-N- Out Burger. Mr. Volley stated the applicant is in agreement with the conditions in Exhibit A, except for the request that the applicant use a different plant than the palm they have requested. Keith Gilbert, Project Manager, non resident, reviewed the development plan proposal. Gary Grizzle, of WLB Group, non resident, reviewed the landscape plan proposal. Member Zinkin requested the applicant use a different type of palm that would not grow to the prohibited height. Mr. Grizzle deferred to Mr. Gilbert who stated that he would suggest using a different type of palm tree. Member Wowk asked if the applicant would consider doing a sculpture of crossed palms. The applicant responded that they have a sculpture at a different location and it was very costly. Member Wowk expressed concern of the placement of the sidewalk path that crossed at the drive -through on the southern end. Paul Keesler, Development Review Manager, stated if this were a primary route, it would be a safety concern but it is a code requirement to have that type of pedestrian cross connection across the parking lot. Mr. Gilbert requested that Item 1 on Exhibit B be struck to allow the applicant to use a larger rock in the planting area. Michael Spaeth, OV Planner, presented the staff report. Mr. Spaeth reviewed the landscape and development plan. Mr. Spaeth stated staff recommended approval with the conditions in Exhibits A and B. MOTION: A motion was made by Vice -Chair Buette and seconded by Member Zinkin to approve OV12-09-01 with the conditions in Exhibits A and B as amended. The amendment shall read the applicant will replace the Washingtonia robusta with a plant that is not prohibited and to strike Item 1 in Exhibit B. MOTION carried, 7-0. 2. Greenberg Farrow, representing In-N-Out Burger, requests approval of architectural elevations for a restaurant with drive -through, located within the Oro Valley Marketplace in close proximity to the southwest corner of Oracle Road and Water Harvest Way, OV13-09-06. If you have any questions about this matter, please contact Michael Spaeth, Planner, at (520) 229-4813 or mspaeth@orovalleyaz.gov. Keith Gilbert, Project Manager for In-N-Out Burger, non resident, reviewed the proposal for architecture. Michael Spaeth, OV Planner, presented the staff report. Mr. Spaeth stated staff recommended approval. MOTION: A motion was made by Member Zinkin and seconded by Member Shelton to approve OV13-09-06 with the conditions in Exhibit A with the exception of number 1. MOTION carried, 7-0. 3. DR Horton, requests approval of architectural elevations ror three model homes for the Tangerine Terrace subdivision in close proximity to the intersection of Tangerine Road and Musette Drive, OV13-09-01A. If you have any questions about this matter, please contact Michael Spaeth, Planner, at (520) 229-4813 or mspaeth@orovalleyaz.gov. Daniel Cucci of D.R. Horton, non resident, presented the proposal. Michael Spaeth, OV Planner, presented the staff report to the record. Mr. Spaeth stated staff recommended approval of the applicant's request. MOTION: A motion was made by Member Shelton and seconded by Member Schoeppach to approve architectural elevations for one single -story model home and two two-story model homes within the Tangerine Terrace Subdivision subject to the conditions specified in Exhibit A. (OV13-09-01A) MOTION carried, 7-0. 4. Norman Engineering on behalf of the McDonald's Corporation, requests approval of a development plan and landscape plan for a new restaurant with drive -through at Rooney Ranch Parcel B, proximate to the northwest corner of Oracle Road and First Avenue, OV12-07-18. If you have any questions about this matter, please contact Karen Berchtold, Senior Planner, at (520) 229-4814 or kberchtold@orovalleyaz.gov. Greg Kozlowski, Area Construction Manager for McDonald's Arizona, introduced Dan Filuk, Darla Bowen and Ken Zell. None of the parties present are residents of Oro Valley. Mr. Filuk, KDF/JMS Architects, presented the proposal. Karen Berchtold, OV Senior Planner, presented the staff report into the record and said staff recommended approval of the development and landscape plans with the conditions in Exhibit A. MOTION: A motion was made by Member Schoeppach and seconded by Member Zinkin to approve OV12-07-18, applicant's request for a development plan and landscape plan for a McDonald's restaurant at Rooney Ranch with the conditions in Exhibit A. MOTION carried, 7-0. 5. KDF/JMS Architects, LLC, representing McDonald's Corporation, requests approval of architecture for a new restaurant with drive -through to be located in Rooney Ranch Parcel B, located in proximity to the northwest corner of Oracle Road and First Avenue, parcel # 220090260, OV13-08-30. If you have any questions about this matter, please contact Karen Berchtold, Senior Planner, at (520) 229-4814 or kberchtold@orovalleyaz.gov. Dan Filuk of KDF/JMS Architects presented the proposal. Karen Berchtold, OV Se10 Planner, presented the staff report into the record. Ms. Berchtold stated the plan meets PAD Architecture Design Criteria and Staff recommended approval with the conditions in Exhibit A. MOTION: A motion was made by Vice -Chair Buette and seconded by Member Zinkin to approve OV13-08-30, applicant's request for approval of architectural elevations for the proposed McDonald's Restaurant subject to the conditions specified in Exhibit A. MOTION carried, 7-0. 6. Discussion item: Update on zoning enforcement procedures for development plans, architecture, and signage. Dee Widero, OV Zoning Program Supervisor, gave an explanation of the process. 7. Board Member Comments. Member Zinkin thanked his fellow DRB members and said it's been a pleasure serving the community and working with staff. Member Buette agreed. 8. Planning and Zoning Update. Karen Berchtold, OV Senior Planner, gave an update on DRB interviews and items going before Town Council and other boards. Chairman Gribb requested that appointment of a new representative for the sign sub committee be put on the next agenda in addition to the election of a new Vice Chair. ` � I�1�IT► ►�l�il�i<�ir MOTION: A motion was made by Member Zinkin and seconded by Vice -Chair Buette to adjourn at 8.20 p.m. MOTION carried, 7-0. Prepared by, Deanna Ruiz Recording Secretary TOWN OF ORO VALLEY DEVELOPMENT REVIEW BOARD MEETING DATE: June 9, 2009 TO: DEVELOPMENT REVIEW BOARD FROM: Sarah S. More, FAICP, Planning & Zoning Director SUBJECT: GreenbergFarrow, representing In-N-Out Burger, request for approval of a development plan and landscape-hardscape plan for a restaurant with drive -through, located within the Oro Valley Marketplace in close proximity to the southwest corner of Oracle Road and Tangerine Road. (OV 12-09-01) EXECUTIVE SUMMARY The proposed restaurant will occupy pad 47 of the Oro Valley Marketplace, located in the "southern tip" of the commercial center oriented south towards Oracle Road. The entire development is approximately 60% built, and is comprised of a mixture of major and in -line buildings, as well as various free standing pads, including restaurants. While pad 47 is in a highly visible location, the orientation of the proposed restaurant and the incorporation of additional landscaping will decrease the visual impact of the restaurant on neighboring developments. The location of the proposed building preserves the previously approved fifteen (15') foot landscape buffer between the pad and the Big Wash to the west. Furthermore, in the wash a grouping of mature mesquite trees further screens the proposed restaurant from view by residents in the Catalina Shadows subdivision (see Attachment 1). BACKGROUND Nature of Application The development plan stage involves resolving all design and site layout issues .related to Oro Valley Zoning Code Revised (OVZCR) requirements, as well as specifications of all reviewing agencies. Once recommendations are made by staff, the development plan is reviewed by the Development Review Board (DRB), which in turn forwards the application with its recommendation to Town Council. Development plan approval constitutes authorization for the developer to proceed with the engineering plans and specifications for public improvements, as well the building permit process. A landscape-hardscape plan provides a planting schedule of transplanted and nursery plants, an irrigation plan, as well as any hardscape intended for use in combination with plats and development plans. A landscape plan provides staff the ability to review for zoning compliance, design aesthetics, and potential impacts on infrastructure improvements and avoidance of traffic hazards. Furthermore, the landscape plan provides the zoning staff the ability to field verify that the plants on the approved plan have been installed correctly. It is within the purview of the DRB to review and approve all landscape-hardscape plans. Current Site Conditions • The Oro Valley Marketplace is zoned Rancho Vistoso PAD, C-2 (Commercial District). • The approximate size of the development is 113.9 acres with a total building area of approximately 803,011 square feet. • The development is approximately 60% built out and numerous stores are open for business. • The approximate size of pad 47 is 7,000 square feet. • The southern tip is vacant aside from completed infrastructure improvements. Town of Oro Valley Development Review Board, OV12-09-01 Page 2 of 7 • Pad 47 is situated as follows: o The west (rear) elevation is immediately adjacent to the 77 acre Big Wash. Further west, across Big Wash at a substantially higher elevation is the Catalina Shadows subdivision. o The north elevation faces Big Wash and the majority of the Oro Valley Marketplace. o The east (front) elevation faces Oracle Road and Catalina State Park. o The south elevation partially faces Oracle Road and Catalina State Park. • The topography of the southern tip is relatively flat, and the project site is substantially below the grade of Oracle Road (approximately 14 feet) to the east. Proposed Improvements • A 3,256 square foot restaurant with drive -through. • The restaurant will utilize the previously approved shared parking for the southern tip of the Oro Valley Marketplace. The restaurant is required to have a total of 49 parking spaces (2 mobility parking spaces) per the OVZCR Table 27-14. • The restaurant will incorporate a significant amount of shaded outdoor seating in conjunction with a substantial amount of landscaping to both serve as screening and improve the overall aesthetics of the space. • The proposed building height is twenty-eight feet (28'); the maximum permitted building height is thirty-nine feet (39') or three (3) stories. • Access to this site will be from Water Harvest Way, which intersects with Oracle Road in close proximity to the pad. Surrounding Land Uses Orientation Zoning Land Use Tangerine Road, Future Offices, North RV PAD NW Medical Facility Mesquite Bosque (Town property) and South R1-144 Big Wash (County property) Big Wash (County Property), Catalina West R1-144 Shadows State Right -of -Way Oracle Road East State Catalina State Park Primm Approvals to Date • Jan 2006 DRB recommended approval of the Development Plan/Preliminary Plat. • Jan 2006 DRB approved the Master Landscape Plan. • Feb 2006 Town Council approved the Development Plan/Preliminary Plat. • June 2006 DRB approved the Master Architectural Concept Plan (MRCP). • Sept 2006 DRB approved Building Group #1 Architecture. • Nov 2006 Town Council approved the Final Plat. • Nov 2006 DRB approved Building Group #2 and Building Group #3 Architectures. • Dec 2006 DRB approved landscaping for approximately 90% of the site. • Dec 2006 Town Council approved the Master Sign Program proposal. • Jan 2007 DRB approved Building Group #4 Architecture. Town of Oro Valley Development Review Board, OV12-09-01 Page 3 of 7 ANALYSIS OF OVZCR 22.6 B DEVELOPMENT REVIEW CRITERIA Per OVZCR Section 22.6, "In considering any application for development review, the Development Review Board shall be guided" by a specific list of criteria when deliberating. The following is a list of noteworthy criteria (in italics) followed by staff commentary: 1. The Development Review Board shall examine the application to insure that all provisions of this Code and all other Codes, master plans, general plans and standards of the Town shall be complied with where applicable. A. General Plan Compliance Development Plan • Policy 1.3: "The Town shall ...promote a compatible mix of land uses throughout the Oro Valley Planning Area. " Oro Valley Marketplace was designed to serve as a regional commercial center at the intersection of two major roadways (Tangerine Road and State Route 77-Oracle Road), each with high Average Daily Trips (ADT's). The development was designed to provide high volume commercial retail uses with a mixture of smaller commercial uses. The proposed restaurant is compatible with the center and will exemplify the intent of the center as a "destination". The greater metro -Tucson region has two existing In-N-Out Burgers, neither of which is located near Oro Valley. If approved, the proposed restaurant will serve as a "destination" for a large segment of the northwest metro region. Landscape Plan • Policy 1.3.3: "The Town shall encourage the establishment of new commercial uses in areas so designated on the land use map near new residential neighborhoods with the type, scale, and potential for buffering to be taken into account. " While the Oro Valley Marketplace is intended to serve neighboring subdivisions, to ensure minimal visual impacts on neighboring properties substantial bufferyards were provided along all perimeter property lines as part of the original Oro Valley Marketplace Master Landscape Plan (MLP). Pad 47 is further "buffered" from Catalina Shadows to the west by the southern section of the 77 acre Big Wash restoration project. A substantial grouping of mature mesquite trees (approximately 20 to 25 feet tall) exist in the area of the wash immediately adjacent to the west side of pad 47 further screening the restaurant. B. Rancho Vistoso PAD Compliance Development Plan The development plan complies with all applicable Rancho Vistoso PAD requirements. Town of Oro Valley Development Review Board, OV12-09-01 Page 4 of 7 Landscape Plan The DRB approved the Master Landscape Plan for Oro Valley Marketplace in January of 2006. The MLP sets the standards for landscape and hardscape elements throughout the development. With the exception of the proposed "trademark" cross palm trees proposed by the applicant (discussed further below), the landscape-hardscape plans for In-N-Out Burger meet the intent of the approved MLP. C. OVZCR COMPLIANCE Development Plan The development plan is in substantial compliance with all applicable OVZCR requirements, although two items require clarification. As a result of the previously approved shared parking for the southern tip of the Oro Valley Marketplace, adequate ADA parking will be provided among the four pads. However, based on the square footage of the restaurant, 59 parking spaces and three handicap parking spaces are required as opposed to the two handicap parking spaces that have been provided. A condition of approval has been added to Exhibit "B" to ensure compliance with this zoning code requirement. As a Tier Il convenience use, a restaurant with drive -through is only permitted in the C-2 Commercial District upon approval of a conditional use permit (CUP). A CUP application has been submitted concurrently with this project and is intended to be on the same Town Council agenda as the development plan. If the CUP is approved, the development plan will be in full compliance with the OVZCR. Landscape Plan The proposed landscape plan primarily utilizes native plants from the OVZCR Approved Plant List, as well as plants from the approved MLP. However, the Washingtonia robusta proposed for the "trademark cross palms" is not approved as part of the MLP. Furthermore, the Washingtonia robusta is not recommended on the OVZCR Approved Plant List and is considered as a "prohibited plant" as a tree "...whose mature height may reasonably be expected to grow to a height greater than twenty-five (25 feet. " The Washingtonia robusta should be removed from the landscape plan. Landscaping is provided in all onsite parking islands as well as in various undeveloped areas including screening between the drive -through and the outdoor seating area, surrounding the refuse area and in the landscape planters along the south and east elevations of the restaurant. In conjunction with the extensive landscaping, hardscape elements are incorporated into the design to enhance the space and make the space more inviting. The applicant has agreed to incorporate substantially more outdoor seating than originally proposed with a shaded overhead canopy and decorative perimeter seat walls. C. OVZCR Design Guideline Compliance Development Plan • Design Guideline 1.e.i: "Provide increased setbacks and landscaping between non-residential and residential land uses. " Town of Oro Valley Development Review Board, OV12-09-01 Pave 5 of 7 While the closest residential subdivision, Catalina Shadows, is approximately one -quarter mile to the west across the Big Wash, maximum efforts have been incorporated to ensure the restaurant has a minimal impact on the neighborhood. The lot is advantageously located at a lower elevation than the subdivision and is situated behind the mature grouping of trees discussed earlier. The lower elevation of the lot and the presence of the mature trees, in conjunction with the additional landscape buffer provided as part of the original MLP, will ensure the restaurant is fully screened from Catalina Shadows to the west. • Design Guideline 6.E. (i): "Use landscaping, screen walls or berms to screen [drive-throughs] from adjacent roadways. " The proposed restaurant is intentionally oriented to minimize visibility of the drive -through from every direction. The drive -through is strategically placed between the proposed restaurant and the existing vegetation and landscaping discussed above to fully screen the drive -through from both Oracle Road traffic to the east and the residential subdivision to the west. Landscape Plan • Design Guideline 2.c.iv and Design Guideline 2.e.ii: "Integrate building design ...with the design of hardscape-landscape elements... " and "Coordinate accessory structures... so that they reflect the character of the primary building... " Landscape-hardscape elements have been incorporated into the site design to create a "soft" and "comfortable" pedestrian environment, even during the hottest summer months. The applicant followed staff direction to provide an expanded overhead shade canopy to allow as many tables as possible the opportunity to eat in a shaded environment. • Design Guideline 3.b.xii: "Screen undesirable views with plant materials..." The landscaping surrounding the hardscape areas was strategically placed to further screen undesirable uses. Between the outdoor seating area and the drive -through, additional landscaping has been provided to further screen the stacking vehicles from the east and any customers sitting underneath the shaded canopy. Additional landscaping has been provided around the refuse area for further screening. PUBLIC WORKS Drainage The on -site and surrounding drainage patterns for the proposed restaurant are consistent with those specified within the overall Oro Valley Market Place Master Drainage Report. Onsite drainage runoff will be conveyed through the site using the parking area access lanes (PAALs) and directed to the west where it discharges into the Big Wash drainage channel. A detention waiver for the master development plan has been approved by the Town Engineer and is based on the large difference in time -to -peak between the on -site watersheds and the overall watershed for the Big Wash. This waiver encompasses the individual In-N-Out Development Plan. First flush drainage for the entire Oro Valley Marketplace is addressed with filter inserts placed within catch basins and sidewalk scuppers. Town of Oro Valley Development Review Board, OV12-09-01 Page 6 of 7 Grading A Type 2 grading permit will be required to construct the building pad, retaining walls, drainage structures, utilities, parking lot, and any other structures requiring grading on the site. The grading depicted on the development plan conforms to the Rancho Vistoso Planned Area Development (PAD) and the OVZCR. Traffic A master Traffic Impact Analysis (TIA) has been previously approved for Oro Valley Marketplace. Modifications to the proposed uses and layout within the southern region of the project prompted staff to require and approve an addendum to the original TIA. The approved TIA addendum anticipated the possibility of an In-N-Out Burger within this area of the development and provided recommendations and conclusions in response to an anticipated traffic flow increase. These recommendations have already been implemented with the construction of Water Harvest Way (previously Innovation Market Drive). Staff has also worked with In-N-Out Burger representatives to create a layout that meets the needs of the developer while also providing a safe and efficient site for motorists. The drive-thru lane provides storage for a queue of 10 vehicles which is sufficient for normal operation. Additional temporary traffic control measures may be implemented to mitigate the initial traffic volumes that are typical of new In-N-Out Burger openings within this region. Furthermore, In-N-Out Burger restaurants have in place a process where carhops are dispatched to take orders from vehicles if the queue extends beyond the order board. PUBLIC NOTIFICATION AND COMMENT "Phis project has been noticed in accordance with Town policies. To date, no comments have been received. SUMMARY OF FACTORS Findings in Favor 1. The development plan meets all applicable General Plan policies, Rancho Vistoso PAD and OVZCR requirements. 2. The development plan is in conformance with the previously approved Oro Valley Marketplace development plan. 3. The development plan meets the intent of the OVZCR Appendix "A" Design Guidelines. 4. The plans have addressed the potential effects of the proposed restaurant on neighboring residents to the west and have oriented and designed the site to mitigate any potential visibility issues. 5. Traffic circulation will be mitigated to the greatest extent feasible. Findings Against 1. The landscape plan is not incompliance with either the Oro Valley Recommended Plant List or the approved Marketplace MLP as a result of the applicants request for the use of Washingtonia robusta palm trees. Furthermore, the Washingtonia robusta is considered on the "Prohibited Plant List". With the removal of this plant, the landscape plan will be in compliance. RECOMMENDATION The proposed development plan and landscape plan, with the conditions listed in Exhibit "A", meet all applicable General Plan 2020 policies, the Rancho Vistoso PAD and OVZCR requirements, and Design Town of Oro Valley Development Review Board, OV12-09-01 Page 7 of 7 Guidelines. Staff recommends conditional approval of the applicant's request, provided that the project incorporates all the conditions listed in Exhibit "A". SUGGESTED MOTION The DRB may wish to consider one of the following suggested motions: I move to [approve, approve with conditions, OR deny] GreenbergFarrow, representing In-N-Out Burger, request for development plan approval. Staff recommends any action be subject to compliance with the conditions in Exhibit "A". (OV 12-09-01) I move to [approve, approve with conditions, OR deny] GreenbergFarrow, representing In-N-Out Burger, request for landscape/hardscape plan approval. Staff recommends any action be subject to compliance with the conditions in Exhibit "A". (OV 12-09-01) Attachments 1. Development Plan 2. Landscape-Hardscape Plan 3. Exhibit "A" Conditions of Approval 4. Exhibit "B" Technical Deficiencies More, Plai iti'g and Zoning Director Craig Civaliet, Town Engineer Project Manager: Michael Spaeth, OV Planner cc: David Little, WLB Group Inc. David Malin, Vestar Development Group Keith Gilbert, In-N-Out Burger Catherine Otis, GreenbergFarrow Development Coordinators S://PERMPLUS/DOCS/OV 1209-01IP_6_9_09 DP —LP Report Exhibit "A" Conditions of Approval OV 12-09-01 In-N-Out Burger Development Plan 1. An odor abatement plan is required prior to development plan approval. 2. Per OVZCR Section 25.1.P.5, smoke and odor filtering devices shall be installed on all restaurants. Electrostatic incinerators shall be installed in all restaurants in order to control noxious emissions. 3. Per OVZCR Section 25.1.P.8, grease traps shall be installed in all drive-through/drive-in restaurants. All grease traps shall conform to the standards contained in the 2003 International Plumbing Code. Landscape Plan 1. Replace the Washingtoma robusta with an approved plant from the OVZCR Approved Plant List. Exhibit "B" Technical Deficiencies OV 12-09-01 In-N-Out Burger General 1. Address all red -lined comments within the attached Development Plans, Landscape Plans, and Drainage Report. Development Plan 1. Three mobility -impaired parking spaces are required for a convenience use building square footage over 3300 sq.ft per OVZCR Table 27-15. Incorporate a third mobility -impaired parking space with five foot access aisle into the development plan as close as reasonably possible to the entrance. 2. Correct the number of parking spaces indicated near the northeast corner of the building. The plans indicate four spaces but five spaces are actually provided. 3. Provide additional information along the landscape areas adjacent to the east side of the Building to demonstrate adequate drainage away from the foundation. 4. Show truncated domes with dimensions where the curb access ramp meets the pavement along the handicap access aisle in Detail l A: Handicap Parking Detail. Landscape Plan 1. Revise General Note 15 to read "All planting areas to be covered with a single layer of 318" Santa Fe Gold decomposed granite", per the approved Oro Valley Marketplace Master Landscape Plan (MLP). 2. Revise General Note 19 to read "On site mounding is not to exceed 3 to ] slopes in all planter areas. Maximum height will be provided based upon slope and width ofplanter" 3. Per previous comments, identify the three (3) foot landscape screen along the western edge of the drive -through on all sheets. 4. Per previous comments, depict all existing Oro Valley Marketplace landscaping as "grayed out" to provide context and easily differentiate between existing and proposed landscaping on all sheets. 5. Per previous comments, the Desert Honeysuckle, shown as a l gallon, must be a minimum 5 gallon size. 6. Please replace the "Arizona Barrel Cactus" with an approved cactus from the Oro Valley Marketplace MLP. 7. Replace the Location Map and legal description in the upper right hand portion of Sheet l with the updated one shown on the Development Plans. 8. Change the legal description within the Title Block on Sheet 7 to match what is shown within the other Landscape Plan Sheets. Page 1 of 2 Gay, Shirley From: Moran, Debbie Sent: Tuesday, July 14, 2009 3:30 PM To: Gay, Shirley Subject: FW: In-N-Out Burger, Oro Valley, AZ (Planning No. OV120901): Crossed Palm Trees Attachments: azl02l.pdf,, BraheaEdulisPhoto.jpg; BraheaArmataPhoto.jpg Debbie Moran Town of Oro Valley Development Coordinator dmoran(d)orovallevaz.aov 520-229-4816 Please note new e-mail address From: Stephen Stahley [mailto:SStahley@innout.com] Sent: Tuesday, July 14, 2009 2:52 PM To: Popelka, Paul Cc: Moran, Debbie; prumney@wlbgroup.com Subject: In-N-Out Burger, Oro Valley, AZ (Planning No. OV120901): Crossed Palm Trees Paul, Thank you for getting back to me regarding the project mentioned above. As discussed, we strive to incorporate In-N-Out Burger's (INOB's) signature crossed palm trees on all of our new stores; however, we recognize that this may not meet the original design intent of the Town of Oro Valley, or the Town Zoning Code Section 27.6 restrictions. Our originally -submitted project landscape plans called for the use of Washingtonia robusta (Mexican Fan Palms) for our crossed palms; these palms can grow 60' — 80' tall, grossly exceeding the Zoning Code Addendum E: Prohibited Plant List Item 1: 25' maximum height. In an effort to better satisfy the Town's wishes, while also attempting meet our own INOB aesthetic design guidelines, we propose the use of Brahea edulis (Guadalupe Fan Palm) for our crossed palm trees. This palm, similar to the approved Brahea armata (Mexican Blue Palm) listed in the Addendum C, Table C-3 Oro Valley Approved Plant List (All Areas), resembles the larger growing Washingtonia species; however, it grows at a substantially lower height that won't obscure or intrude on views to the surrounding Catalina Mountains. Attached please find one (1) PDF excerpt from The University of Arizona's College of Agriculture & Life Sciences publication Arizona Landscape Palms (http://ag.arizona.edu/pubs/garden/azl02l.pdf) for your consideration. Page 12 illustrates a side -by -side comparison of the approved Brahea armata and our proposed B. edulis; we believe this is the best palm to meet our needs within the framework of the Town's established landscape standards. Attached please also find two (2) JPEG files of both palm trees to accompany this information. Please review this information and let us know whether or not this is an acceptable alternative. We'll revise our project landscape plans to incorporate the "tentatively approved" final selection. Should you require any additional information, please don't hesitate to call. Thanks again for your continuing cooperation and timely response. Steve Stahley Landscape Construction Supervisor 07/14/2009 Page 2 of 2 In-N-Out Burgers (Baldwin Park Offices) 13502 Hamburger Lane Baldwin Park, CA 91706-5885 (626) 813-7329 Office (626) 338-3806 Fax (626) 320-3791 Mobile SStahleyOa.innout.com www.in-n-out.com 07/14/2009 IJ THE UNIVERSITY OF ARIZONA, AmzoNA ANDSCAPE PALMS ELIZABETH DAVISON Department of Plant Sciences ,JOHN BEGEMAN ma County Cooperative Extension AZ1021 • 12/2000 THE UNIVERSITY OF ARIZONA. COLLEGE OF AGRICULTURE AND LIFE SCIENCES _ Issued in furtherance of Cooperative Extension work acts of May 8 and June 30, 1914, in cooperation with the U.S. Department of Agriculture, James A. Christenson, Director, Cooperative Extension, College of Agriculture and Life Sciences, The University of Arizona. The University of Arizona College of Agriculture and Life Sciences is an equal opportunity employer authorized to provide research, educational information and other services to individuals and institutions that function without regard to sex, race, religion, color, national origin, age, Vietnam Era Veteran's status, or disability. Contents Landscape Use ......................................... 3 Adaptation................................................ 3 Planting Palms ......................................... 3 Care of Established Palms ...................... 5 Diseases and Insect Pests ....................... 6 Palms for Arizona .................................... 6 Feather Palms ........................................... 8 FanPalms ................................................ 12 Palm -like Plants ..................................... 16 This information has, been reviewed by university faculty. ag.aHzona.edu/pubs/garden/azl 121.pdf 2 The luxuriant tropical appearance and stately silhouette of palms add much to the Arizona landscape. Few other plants are as striking in low and mid elevation gardens. Although winter frosts and low humidity limit the choices somewhat, a good number of palms are available, ranging from the dwarf Mediterranean Fan palm to the massive Canary Island Date palm. Several of the palms described in this publication are unavailable or nearly so in Arizona. They have been included because they have the potential to broaden the landscape versatility of this important plant group. In time they may become more available as a result of consumer demand or the risky and expensive process of introduction by the nursery industry. Landscape Use Palms are planted in groves, clumps or as single specimens for accent or background planting. They are used around public buildings, in parks, along avenues, near swimming pools and patios and in the garden wherever a bold effect or suggestion of the tropics is desired. The large -growing palms provide a dramatic feeling of space. In an architectural sense, they serve to define large spaces and to create strong vertical accents and skyline silhouettes. These qualities have a unifying effect in massive building complexes and large-scale plantings. The smaller growing palm species are equally valuable in the home landscape, providing shade, shelter and tropical ambiance. Palms often are planted in straight, formal rows along roads and drives. Another interesting effect can be achieved by making a group or clump planting of several palms of the same species in varying heights and spacings. Such natural groupings make striking features for entrances, pool plantings and gardens in general. The slow growing and dwarf species can be planted under other trees and in tubs or planters where they remain effective for years. Which to choose? One of the important considerations in selecting a palm is to choose an adapted species that will mature to a reasonable size for the location. Otherwise, the pretty little palm brought from the nursery in a 5-gallon container may grow one day into a monster that overpowers house and garden. Analyze the planting site for vertical space, avoiding roof overhangs. It is a serious mistake to plant tall -growing palms under power lines. In addition, all palms need a certain amount of care and grooming. Some fast-growing species require more attention than others. Your choice should reflect how much time, effort, and expense you are willing to devote to maintenance. It 1 Adaptation Palms generally can be grown below the 4000 ft level in Arizona. However, microclimate may make the difference between success and failure in a given location. Frost pockets, where nighttime cold air tends to collect, should be avoided, especially for the tender species. Palms are most sensitive to cold as small plants. As a tree approaches maturity, it withstands low temperatures with less injury. However, few of the tropical and subtropical palms grown in southern Florida and southern California can tolerate the winter freezes that occur even in the mildest sections of Arizona. On the other hand, the desert's high summer temperatures and low humidity eliminate other palm species, notably those from humid coastal climates. Shelter from strong winds can sometimes be provided by hills, buildings, or groups of other trees. One palm species, California Fan Palm (Washingtonia filifera) is native to the oases and canyons of Arizona and California. Other palms may be grown in the greatest variety in the landscapes of Yuma, Phoenix and neighboring areas. As the elevation increases, the number of adapted species generally tend to decrease. The hardiest types such as California Fan, Mediterranean Fan, Windmill Fan, Canary Island Date, and Mexican Blue can be grown in such communities as Kingman, Globe, Nogales and Douglas. During severe winters even these hardy species, especially young plants, may freeze out. Planting Palms Small Containerized Palms: The best time for planting palms is during warm weather when root growth is most active. Soil temperatures above 65° F aid root establishment. This generally includes the period from April through September. The preferred time is late spring to early summer. A fertile, well -drained soil will promote luxuriant growth. One of the most important requirements is that the planting site be well -drained. Caliche, hardpan, com- pacted soil layers, or abrupt changes in soil texture prevent good soil drainage and aeration. The result is constantly wet, saturated soil in the planting pit and almost certain death of transplanted palms. To test for drainage, fill the hole with water. Allow to drain, and fill a second time. If the second filling does not drain out within 24 hours, alternate provisions must be made for drainage. If necessary, dig a chimney down to a porous strata to permit excess irrigation water to drain from the hole. Do not amend the backfill with manure or organic material. This will eventually result in the palm sinking into the hole. Sand at more than 1 /3 total volume is acceptable, if the soil is extremely heavy. Dig the planting hole as deep as the root ball and 2 feet wider on each side. Set the crown of the containerized palm at the original soil level so that soil temperatures, water and aeration are conducive to root expansion. Do not cover the crown or young trunk with soil. New roots will emerge both above and below the rootball. Settle the backfill soil with a water from a hose. Water thoroughly at planting time. Make a berm above grade (about 2 feet out from the trunk) so that slow soak from hose or bubbler can gradually fill it and saturate the root zone. Palms that are set out in warm weather will probably need to be watered every day for the first 2 weeks after planting. Check the soil moisture content in the root ball to determine this, since the container soil will often dry out faster than the surrounding backfill soil. The goal at this stage is to keep the root ball moist but not constantly soggy wet. As roots begin to grow out and draw moisture from a greater volume of soil, irrigations can be spaced further apart. • Bubbler Irrigating: every day for the first 2 weeks gradually increasing the interval to every 7 days for the remainder of the first growing season, depending on soil type (see below). • Drip Irrigating: with 4 emitters spaced 1.5 - 2 feet from the trunk, and 8 emitters spaced 4 feet from the trunk. Daily to start, then gradually increase the time between irrigations according to the soil type. In both cases, the timing and frequency of irrigations will depend on how well the soil holds water. Sandy soils will drain quickly and need more frequent applications than clay soils. Always water to a depth of 2 ft. Check with a probe, long screwdriver or piece of rebar to see if the soil is soft to that depth. A layer of mulch spread 2-4" over the irrigated zone will help to reduce soil temperatures and conserve water so that less frequent applications are necessary. Large Pre -dug Palms: Large landscape palms are usually dug from established groves or landscape plantings. They must be handled gently and with care in all phases of the transplanting operation. Rough handling or bumping can damage the terminal bud and kill the tree. Once dug from the original location, palms should not be left lying out in the hot sun for long periods of time either at the digging site or at the planting site. The root ball should be kept moist, and the trunk securely braced in transit. One way to accomplish this is to cover the root ball with damp burlap. Do not use plastic for this purpose, since it will trap heat. Dug palms regenerate some roots from the cut ends, but other new roots develop from the root crown. In some species, increased root regeneration has been measured with longer cut stubs in larger root balls. Root regeneration depends on adequate water and oxygen. At times the root ball may be deeper than it is wide. In general, larger root balls make for better establishment in less than perfect conditions. Water of dug palms is stored in the trunk and lost through the leaves. For this reason, up to half of older living fronds may be removed for transport. The remaining fronds are tied together over the tender bud with a biodegradable twine to protect it from drying and sun scald. (On some species the bud may be actually splinted to protect it from breaking.) Depending on the time of year the palm is planted, the fronds should be left tied around the bud for 2 to 3 months. In and climates, the chance of the twine actually rotting is slim. When new growth begins to bulge out below the point at which the fronds are tied, the rope may be cut to gradually release the foliage. Leave the old fronds in place for a month more to protect the bud and new leaves. The planting hole for large pre -dug palms should be only as deep as the root ball and should drain in 24 hours as discussed above. Backfill need not be amended. Loosen the soil 3 feet beyond each side of the root ball to encourage lateral root growth. Large pre -dug palms should be planted at their original planting depth. Planting too deeply may cause root suffocation due to restricted oxygen, nutritional deficiencies, root rot disease and frequently loss of the palm. Don't plant the crowns deep simply to ensure that the trees don't fall over. Large palms may be braced when installed with at least three 2x4 lumber braces (at 45° from the ground) against 1 ft lengths of 2x4 that are vertically strapped or banded around the trunk. Protect the trunk with nylon, burlap, or other suitable material where the one foot lengths of 2x4 are secured. Do not nail these vertical pieces into the trunk. Supports can be removed when fronds are untied. Water large palms immediately as discussed above. Daily irrigations to a depth of 2 ft may gradually be reduced to once a week during the first warm season. Allow for differences in soil texture: clay soils will need watering less often than sandy soils. Bubbler or soaker irrigation into a built-up well should wet an area 2 feet beyond the root ball. As discussed above, drip emitters should be spaced at 2 feet and at 4 feet beyond the trunk. Care of Established Palms Palms in Turf Palms are often planted in turf areas. To look their best, they should be separated from the turf by a small mulched area that prevents the grass from growing right up against the trunk. Weed -whip and mower wounds on palm trunks are permanent and provide an entrance for diseases and insects. Palms in turf should also be protected from sprinkler spray, both because the terminal bud may develop a heart rot disease and because salts from water evaporation can encrust on the trunk or leaves. Because irrigation schedules for turf are not adequate for palm establishment, the trees should be on their own schedule that will allow deeper watering to the 2' depth. Irrigation Deep watering on a periodical basis is crucial for landscape palms in the desert. Native palms grow at oases; they are not "drought tolerant." To some extent growth rate can be regulated by watering practices. In general trees growing in sandy soils need irrigation more frequently than those planted in clay soil. Roots of established palms should be encouraged to extend 4 feet beyond the trunk by spacing drip emitters in a circle at the 4 ft distance. Established palms of most species do well with slow irrigation to a 2 ft depth every couple weeks in summer and the same amount every four to six weeks in winter. Fertilization Palms look considerably better if they have adequate nutrients. Fertilizing established palms is one of the important ways to keeping them vigorous and attractive. In Arizona landscapes, nitrogen is the most commonly deficient nutrient; when it is lacking, older fronds turn pale green or yellow. Many palms in certain soils also suffer from potassium deficiency (yellowing of older leaves, including midrib). Some trees show Magnesium deficiencies (yellow band on older leaves, with central vein remaining green). In all cases preventative fertiliza- tion is best, since the discolored leaves don't recover. Lush green growth will result from using a "palm special" fertilizer that contains about 3 times as much nitrogen and potassium as phosphorous (the first and third numbers on the bag are approximately 3 times the middle number), plus Mg and micronutrients. Look for a product that supplies 10-20% N, 5%P, and 10-20% K (roughly equal to N), and also includes 1-3% Mg, .5% Mn, .5% Fe, and S, Zn, Cu, and B (micronutrients that are often lacking). Apply this product to palms after their first establishment summer, following directions on the label for the tree's size. Spread the product under the canopy (avoiding the area next to the trunk) in mid spring and again in early summer. Water thoroughly to the 2 ft depth Pruning The pruning requirements of palms vary from species to species. As new foliage is produced from the terminal bud at the top of the crown, the lower and older leaves (fronds) gradually turn brown and die. If left alone, these eventually fall off, some sooner than others. Pruning of palms can keep them looking tidy, but pruning too high up or too close on the trunk can cause damage, disease, water uptake problems, or trunk constriction. In some cases, old dead leaves persist for a long time to form a thatch or "shag" or "skirt" which may be considered attractive in large scale situations. A thatch of dry leaves is left on the Fan Palms by those who feel that this is part of the character of the trees. Those who consider the dead leaves objectionable have them removed each year. In any case, green leaves should not be removed. Do not prune up beyond the horizontal since this exposes tender tissues and may lead to disease, bud damage, splitting or constriction of the trunk (called "pencil pointing"). Palms that have been pruned too close often break in winds. Typically the leaf bases are allowed to stay until they are completely dry, thus easier to cut off. The old leaf bases on California and Mexican Fan palms or Mediterranean Fans can be cut off with a sharp linoleum knife. Shaving or skinning trunks is unnecessary and may cause wounds that allow entry of insects or disease. Another group of palms lose leaves almost as soon as they begin to age. Some develop a smooth trunk that shows a pattern of ring -like scars where old leaves were once attached. Some people think the Date Palms need considerable grooming to look good; others like the full round head. The correct technique is to remove yellow or brown leaves and flower/fruit stalks in June or July. Leaf bases may be left on until they are easier to remove. Do not remove green leaves. Do not prune up beyond the horizontal since this leads to bud damage, disease, or "pencil pointing" of the trunk. Palms should not look like carrots. In parts of Arizona where palms are marginally cold - hardy, the foliage may be injured by low winter temperatures. Lower and outer leaves usually show the most extensive injury. Trees that have been over -pruned tend to be vulnerable. Damaged fronds can be removed in the spring in the annual trimming. Some species have messy flower or fruit stalks that can be cut off close to the trunk. If annual pruning is scheduled for after flower stalks have emerged, both stalks and brown fronds can be removed in a single operation. Nails or spikes should not be used to climb palms. Wounds in the trunk are permanent. In all cases, gloves, goggles, and head protection should be worn. Engage the services of a certified arborist for big palms. Diseases and Insect Pests Texas Root Rot (Phymatotrichum omnivorum) All palms are resistant to Texas root rot and may be planted in soils infested with the fungus. However, palms growing in infested soil should not be transplanted to non - infested areas, as their roots may harbor and spread the fungus. Giant Palm borer (Dinapate wrighti) A large beetle whose larvae or grubs live inside the trunks of both Phoenix and Washingtonia palms. Symptoms: Round holes in the trunks, about the size of a quarter, indicate where the adult beetle has exited after 3 to 9 years of feeding on the trunk tissue. Many grubs feeding inside a palm can weaken the trunk to the point that it may snap off in a high wind. Treatment: None reported to date. Avoid buying trees with the visible exit holes. Proper planting and care to ensure good health and vigor, and the ability to resist the insect, is the best way to aid your trees. The number of holes will give in indication as to the degree of infestation. Diamond Scale (Sphaerodothus neowashingtonia) Affects Washingtonia fan palms. Symptoms: Appearance of black, diamond -shaped fruiting structures (several centimeters in length) that appear on leaf blades and petioles. Spores are large and black and often in such abundance that leaves appear to be covered with sooty mold. Leaves turn yellow, droop, and eventually die. Treatment. No effective treatment reported at this time. Removal of infected foliage and use of a protective fungicide may help. Palm Flower Caterpillars — Palm Budworms (Litoprosopus coachella) The adult stage of this insect is a tan moth with two black eyes on each hind wing. The larva is a 1-inch pink -to - greenish caterpillar that feeds on the flowers of some fan palms. While the injury is not serious, it may predispose the tree to infection by palm bud rot. Palm flower caterpillars are not especially noticeable until the maturing larvae drop to the ground beneath the tree. At this time they may become a litter nuisance in the landscape or in buildings to which they migrate in search of shelter. Treatment: Remove flower stalks before they are fully expanded. Contact a Cooperative Extension office, if necessary, for chemical control recommendations. Lightning Injury Lightning may injure or kill palms. Symptoms: Overnight collapse of the crown foliage or shattering and charring of the terminal bud on large palms following severe thunderstorms may be due to lightning. In some cases the only apparent damage is a thin, jagged groove and strip of shattered bark extending down the trunk. If the bud or upper trunk is damaged extensively, the tree will probably die. The sudden collapse of leaves is sometimes incorrectly diagnosed as a symptom of bud rot. Treatment: Little can be done for a lightning -struck palm other than routine irrigation. The full extent of injury is not always obvious immediately after a lightning strike occurs. Damage that at first seems superficial may later prove to be serious or lethal. Within a period of several weeks, it is usually clear whether the tree will recover. Root -knot nematode Root -knot nematodes, Meloidogyne species, infect roots of many different plants and have been reported on many different kinds of palms. The nematodes invade the roots, especially small feeder roots, and disrupt the movement of nutrients and water. Small roots are often killed. Root -knot nematode infection often can be easily recognized by the swellings on the roots of many host plants, but in palms these symptoms may not be noticeable since swellings are very small. Root -knot nematodes are most active in warm, moist, sandy soils that are also the best conditions for root growth of many palm species. Severe infections result in decline of the entire tree. Newly emerging fronds may be small and bunchy. There is no known resistance in palms. Once introduced into soils, root -knot nematode is impos- sible to eradicate. Prevent disease by planting only vigor- ous plants with healthy root systems. If replanting an infested site, soil can be fumigated by a licensed pest control applicator prior to planting with a fumigant such as metam sodium. Palms for Arizona It is convenient to distinguish two groups of palms on the basis of leaf form. Palms with pinnate leaves are called "feather palms." .'" Those with palmate leaves are commonly known as "fan" palms. % 1. 2 The following species are grouped accordingly. See the map below to evaluate a species for your area. For further information, see Arizona Plant Climate Zones (Arizona Cooperative Extension publication AZ1169). 1rizona Plant C niate Zones Ya)ne3 Zimv; Feather Palms Common Name: Queen Palm Scientific Name: Syagrus romanzoffianum .:J Description: This tall, graceful palm displays a luxurious head of arching 10- to 15-foot fronds. Prominent rings develop on the smooth gray, upright trunk. The bright - green, feathery leaves form long, papery filaments with exposure to wind and temperature extremes. Landscape Use: The Queen Palm creates a lush, tropical effect for pools, home gardens or courtyards of large buildings. It makes a showy appearance both as a single specimen or clumped in groups. Foliage: Evergreen Climate Zone: (4), 5 Height: 30'-40' Light Exposure: Part shade to full sun Spread: 15'-30' Water Use: Medium to high Growth Rate: Moderate to fast Trunk Width: 1.5-2' Cultural Requirements: This palm responds well to nitrogen fertilizer, extra iron and ample water. Planting in protected areas helps to reduce wind damage. Problems: Sensitivity to cold generally limits use to below 2500 feet in elevation. Fronds may develop iron chlorosis or Manganese deficiency. Susceptibility is shown to spider mites, root knot nematodes, and bud rot. Possible damage in high winds. Common Name: Pindo Palm Scientific Name: Butia capitata Description: A crown of gray -green fronds strongly recurved, create a graceful cascading effect for this feather palm. The stocky trunk becomes patterned with the stubs of old leaf bases. Females bear large clusters of edible fruits with a pineapple -like flavor. Landscape Use: Pindo Palm is excellent as a low, bushy specimen for containers, tubs or gardens. It is attractive when interplanted among tall, slender palms. Foliage: Evergreen Climate Zone: (4), 5 Height: 10'-20' Light Exposure: Part shade, full or reflected sun Spread: TAT Water Use: Medium to high Growth Rate: Slow Trunk Width: 1 - 2' Cultural Requirements: Old fronds need to be cut evenly to avoid a ragged appearance. Deep, infrequent irrigation is best. Problems: Iron chlorosis can occur on alkaline and poorly drained soils. Susceptibility is shown to bud rot and root knot nematodes. Common Name: Costa Rican Parlor Palm Scientific Name: Chamaedorea costaricana Description: This small clump -forming palm has slender bamboo -like trunks and graceful feathery leaves. Landscape Use: Tolerance to low light levels makes Costa Rican Parlor Palm an excellent plant for warm shaded outdoor areas or for indoor use. This is a frost tender palm. Outdoors it it best used as a container plant. Foliage: Evergreen Climate Zone: (3), (4), (5) Height: 8'-10' Light Exposure: Full shade Spread: 4'-6' Water Use: Medium to high Growth Rate: Moderate to fast Trunk Width: clumping Cultural Requirements: The Parlor Palm thrives in moist soil but will stand some neglect in watering. The shaded, protected locations required for outdoor use will usually be a few degrees warmer than nearby open areas on cold nights. When temperatures drop below the mid-20s in open areas, container plants should be moved indoors. Problems: None recorded in Arizona other than sensitiv- ity to frost. Common Name: Chilean Wine Palm Scientific Name: Jubaea chilensis Description: The Chilean Wine Palm develops a massive, columnar trunk which is one of the thickest of all palms. This self -pruning species forms a handsome patterned surface on the gray trunk. The dense feather - duster crown is made up of stiff, bristling leaves. Landscape Use: The massive character of Chilean Wine Palm merits its use as a specimen in parks and large garden areas. Foliage: Evergreen Climate Zone: (4), (5) Height: 50'-80' Light Exposure: Full sun Spread: 20'-30' Water Use: Medium to high Growth Rate: Extremely Slow Trunk Width: 4'-6' Cultural Requirements: Regular watering and fertiliza- tion is best. Problems: Not commonly available in Arizona. 9 Common Name: Canary Island Date Palm Scientific Name: Phoenix canariensis Description: Canary Island Date Palm is a large, wide- spreading feather palm of majestic proportions. The glistening, dark green leaves with orange midribs are long and arching, giving the crown a distinct fountain -like outline and form. The trunk of young trees is pineapple -shaped becoming columnar at maturity. Female trees produce clusters of orange - yellow fruit in the fall. Landscape Use: Most effectively used along avenues, in parks and large commercial and residential land- scapes. Young trees make attractive and undemand- ing container subjects. Foliage: Evergreen Climate Zone: 4, 5 Height: 40'-50' Light Exposure: Part shade, full or reflected sun Spread: 20'-40' Water Use: Medium to high Growth Rate: Slow Trunk Width: 3'-4' Cultural Requirements: Deep, regular irrigation and fertilization encourages faster growth. Periodic prun- ing and grooming are necessary for best appearance. Problems: Fruit is messy and attractive to birds. Pruning maintenance can be costly. Dry rot is sometimes an unsightly problem on frond stubs and trunk. This palm recovers slowly from frost damage. Susceptible to rootknot nematodes, bud rot, and palm borers. May develop magnesium deficiency. Common Name: Date Palm Description A rough textured slender trunk and feathery, widespreading canopy characterize the Date Palm. The gray -green head of leaves is ascending in the center and downcurving towards the outside, giving a stiff formal appearance. Offshoots may appear at ground level or on the trunk. Trees are male or female, and both sexes must be planted to ensure fruit production. In some areas, pollen can be obtained commercially to fertilize a single female tree. Landscape Uses: In urban landscapes this palm makes a dramatic specimen tree. It is also planted in rows along roadways and drives. The Date Palm blends well with desert growth to give a feeling of a desert oasis. Its slender trunk makes this species more graceful for some landscape uses than Canary Island Date Palm, Foliage: Evergreen Climate Zone: 4, 5 Height: 50'-60' Light Exposure: Part shade to full sun Spread: 25'-35' Water Use: Low, medium or high Growth Rate: Slow Trunk Width: 2'-2.5' Cultural Requirements: To develop a single trunk or maintain a neat appearance, offshoots need to be removed or limited to a few in number. Transplanting is best in summer. Regular irrigation and fertilizer encourages best growth. Problems: Old fronds and fruit drop require considerable cleanup. Too messy for pool/patio use. Susceptible to bud rot, palm borer, and nematodes. Pruning may be costly when the palm is tall. 10 Common Name: Senegal Date Palm Scientific Name: Phoenix reclinata Description: Tall and slender, this species develops a dense head of graceful, feathery fronds. The bright green leaves are much smaller than those of the Canary Island or Date Palm. Suckers from the base can be encouraged to form a tree with several trunks. These tend to lean away from one another as they mature. Hybrids of this species and Canary Island Date Palm are hardier and more massive in scale. Landscape Use: This is a very striking specimen palm adapted for use in warm, sheltered microclimates in low elevation desert locations. The slender leaning habit of the clump form lends great charm and a distinctly tropical appearance to the landscape. Foliage: Evergreen Climate Zone: (5) Height: 20'-30' Light Exposure: Part shade to full sun Spread: 8'-12' Water Use: Medium to high Growth Rate: Moderate Trunk Width: clumping Cultural Requirements: Plants respond well to regular watering and application of nitrogen fertilizers. Not commonly available in Arizona. Problems: For use in protected, nearly frost -free areas only. Severe frost damage may be expected when tempera- tures fall below the mid-20s F. Common name: Pygmy Date Palm Scientific Name: Phoenix roebelinii Description: This dwarf, slow -growing palm develops a dense, graceful crown on a single, straight to curving trunk. The arching finely cut, dark green leaves create a delicate, refined appearance. Landscape Use: The Pyginy Date Palm is valued as a highly decorative, small-scale palm for protected locations. It is ideally suited for container culture. Foliage: Evergreen Climate Zone: 5 Height: 6'-8' Light Exposure: Part shade to full sun Spread: T-5' Water Use: Medium to high Growth Rate: Slow Cultural Requirements: Regular watering and applica- tion of nitrogen fertilizer promotes vigorous, lush growth. Problems: Spines present on the leaf petiole are a minor nuisance. Frost damage is likely in cold microclimates. Susceptible to micronutrient deficiencies FAN PALMS Common Name: Mexican Blue Palm Scientific Name: Brahea armata Description: Waxy, silvery -blue leaves arch gracefully from the erect columnar trunk of this striking palm. Faintly fragrant, creamy white flowers are arrayed on flower stalks 18 feet or more in length. Some consider it better appearing in youth since mature specimens develop a stockier trunk and the foliage has a less pronounced blue color. Landscape Use: This beautiful tree offers much versatility as a landscape palm or as a container subject. The attractive blue foliage makes a nice contrast with desert vegetation. Foliage: Evergreen Climate Zone: (4), 5 Height: 25'-30' Light Exposure: Part shade, full or reflected sun Spread: 6'-10' Water Use: Low to medium Growth Rate: Slow Trunk Width: T+ Cultural Requirements: Mexican Blue Palm tolerates extremes of heat, cold, wind and a wide range of growing conditions. Regular, widely spaced irrigation is best. Problems: None reported. Common Name: Guadalupe Fan Palm Scientific Name: Brahea edulis Description: A robust, handsome palm similar to Mexican Blue Palm but faster growing and with less conspicuous flowers. Large, medium green leaves hold their color well through the winter and shed cleanly. Flowers appear on 4-5 foot long stalks and are followed by heavy clusters of small, black edible fruit. Landscape Use: This fan palm is excellent as a specimen, in groups, or as a container plant when young. It is more effective for smaller scale use than Washingtonias. Foliage: Evergreen Climate Zone: (4), 5 Height: 20'-30' Light Exposure: Part shade, full or reflected sun Spread: 8'-10' Water Use: Low to medium Growth Rate: Slow to moderate Trunk Width: 2.5'-3' Cultural Requirements: This species adapts to a wide variety of soil and cultural conditions. Deep, infrequent irrigation is best. Problems: None recorded in Arizona. 12 Common Name: Mediterranean Fan Palm Scientific Name: Chamaerops humilis Description: This slow grower is one of the most cold - hardy of all palms. The distinctive fan -shaped fronds are composed of stiff, blue-green to gray -green leaflets. These eventually form a compact head at the end of each curved stem. In Arizona, the bushy, multi- trunked type is the most commonly used form of this highly variable species. Landscape Use: The suckering habit eventually results in pleasing stem groupings and much landscape interest. This small palm makes a striking accent plant against architectural features. It is one of the best species for containers as well as for massing at the base of taller growing palms. Foliage: Evergreen Climate Zone: (4), 5 Height: TAT Light Exposure: Part shade to full sun Spread: T-20' Water Use: Low, medium or high Growth Rate: Slow Trunk Width: clumping Cultural Requirements: Mediterranean Fan Palm sur- vives much neglect but grows best in rich soil with ample water. Some pruning may be necessary to limit the number of stems and to remove old fronds. Problems: None recorded in Arizona. Common Name: Chinese Fountain Palm or Chinese Fan Palm Scientific Name: Livistona chinensis Description: Chinese Fountain Palm develops a rounded fountain -like crown of graceful leaves atop a slender trunk. The shiny, bright green foliage forms a distinctive fringe of drooping leaf tips on mature plants. The large 3- to 5-foot fans are self-cleaning, leaving an attractive, leaf -scarred trunk. Landscape Use: A striking landscape specimen for warm winter areas. Tolerance of low light conditions makes it an excellent plant for indoor use when young. It is not commonly available in Arizona. Foliage: Evergreen Climate Zone: (4),5 Height: 15'-25' Light Exposure: Part shade Spread: 10'-15' Water Use: Medium to high Growth Rate: Slow to moderate Trunk Width: 1'-2' Cultural Requirements: Afternoon shade is important in hot desert climates. Problems: Frost damage is likely in cold microclimates. 13 Common Name: Sonoran Palmetto Scientific Name: Saba] uresana Description: This picuresque fan palm is native to the canyons and tablelands of Sonora, Mexico. Young plants are particularly attractive forming a cluster of large bluish -green fans with deeply divided segments. With maturity, the blue color of the fans becomes less prominent and a fairly stout trunk develops. Landscape Use: The Sonoran Palmetto is excellent as a specimen, along avenues or in parks. Foliage: Evergreen Climate Zone: 4, 5 Height: 30'-40' Light Exposure: Full sun Spread: 15'-25' Water Use: Low to medium Growth Rate: Slow Trunk Width: 2'-3' Cultural Requirements: Once established, this palm is very cold hardy. Well drained soil is necessary for best growth. Problems: Not commonly available in Arizona. Common Name: Windmill Palm Scientific Name: Trachycarpus fortunei N� r Description: Windmill Palm is small, slow -growing and tolerant of both heat and cold. Fan -shaped leaves are displayed in a windmill -like fashion in a compact, regular head. The slender, upright trunk tapers inversely from top to bottom. Stubs of old fronds protrude from a shaggy covering of hairy, black fibers. Landscape Use: This semi -dwarf compact species is effective for tropical plantings, atriums and contain- ers. It makes artistic pairs for an entryway, along a narrow walk or drive. Foliage: Evergreen Climate Zone: 4, 5 Height: 15'-25' Light Exposure: Part shade to full sun Spread: 6'-8' Water Use: Medium to high Growth Rate: Slow Trunk Width: 1' Cultural Requirements: Responds well to regular irrigation and fertilizer. Appearance is best when grown in the shelter of taller trees or on the east side of structures where the tree is shaded from afternoon sun. Occasional pruning is necessary for a neat appearance. Problems: Fronds may become tattered in high winds and tip -burn with reflected sun and heat. 14 Common Name: California Fan Palm Scientific Name: Washingtonia filifera Description: A powerful, stately palm whose heavy trunk supports a crown of large, fan -shaped leaves. Foliage stands erect and spreading on spiny petioles when young. With maturity, leaves droop to the smooth trunk forming a handsome thatch. The California desert type retains the dead fronds all the way to the ground unless trimmed. This species hybridizes easily with W. robusta, so that a large variation in appearance is possible, even from commercial sources. Landscape Use: The massive character of this palm tends to dominate small landscapes and small structures. The best use is as a street or park tree or a specimen in large-scale landscapes. Foliage: Evergreen Climate Zone: (3),4, 5 Height: 40'-60' Light Exposure: Part shade to full sun Spread: 15'-20' Water Use: Low to medium Growth Rate: Moderate to fast Trunk Width: 4'-5' Cultural Requirements: Some drought tolerance is shown but prefers regular, infrequent, deep irrigation. Good soil drainage is important. Periodic grooming im- proves appearance. Fertilize annually in spring or summer. Problems: Thatch may harbor pests and be a fire hazard. Yearly trimming can be costly. Susceptible to bud rot and root knot nematodes. Common Name: Mexican Fan Palm Scientific Name: Washingtonia robusta Description: This tall, graceful fast-growing palm is well adapted to Arizona's heat and low humidity. Bright green, fan -shaped leaves form a luxuriant but more compact head than California Fan Palm. The trunk flares at the base but tapers into a slender column above. The dry leaf thatch is not so uniform or attractive as that of the California Fan Palm. It may be removed or allowed to hang naturally, and oftenbreaks loose. This species hybridizes easily with W. filifera, so that a large variation in appearance is possible, even from commercial sources. Landscape Use: Planted as a street or park tree, lawn specimen and in groups for a tropical effect. Its height, form and ease of transplanting make it a popular landscape specimen to lend vertical scale to large spaces. Foliage: Evergreen Climate Zone: (4), 5 Height: 40'-100' Light Exposure: Part shade to full sun Spread: 10'-15' Water Use: Low, medium or high Growth Rate: Fast Trunk Width: 2.5'-3' Cultural Requirements: Tolerance is shown to poor conditions but best growth occurs with good soil and regular irrigation. Occasional grooming is needed. Fertilize annually. Problems: Although often injured by winter cold, near the limits of its range this palm regrows a new head of leaves by midspring. Thatch usually breaks loose on tall trees. Somewhat more disease -resistant than other palms. Palm flower caterpillars are an occasional litter problem beneath the tree or in nearby structures. Avoid planting near power lines. W PALM -LIKE PLANTS Common Name: Sago Palm Scientific Name: Cycas revoluta Description: This small, compact plant is not a true palm, but a cycad. The shiny, dark -green foliage consists of numerous feathery leaves arranged in a flat spiral at the top of the heavy black trunk. The plant is slow - growing, producing new leaves only once a year. Landscape Use: The Sago Palm makes an excellent tub or planter subject. It is effective when combined with other tropical and subtropical plants. Small Sago Palms are sometimes used under tall trees in place of ferns. Foliage: Evergreen Climate Zone: (4), 5 Height: 6'-10' Light Exposure: Part to full shade Spread: T-5' Water Use: Medium to high Growth Rate: Slow Trunk: clumping or single to 1' width Cultural Requirements: Good quality garden soil and regular irrigation encourage best growth and appear- ance. In zone 5, select a shady planting site. Problems: Plants may sunburn with full to reflected sun and heat, especially when grown as container plants. Common Name: Dioon Scientific Name: Dioon edule Description: This slow -growing cycad develops a rosette of leaves from a short, cylindrical unbranched stem. The young Dioon has an airy, lacy fern -like quality. As plants mature, the leaves become rigid and silvery grey, reminiscent of palm foliage. Landscape Use: Dioon is rich and exotic in character. It is excellent as a container plant or for enclosed or partly enclosed garden areas with a tropical theme. Foliage: Evergreen Climate Zone: (4), 5 Height: To 5' Light Exposure: Part to full shade Spread: T-5' Water Use: Medium to high Growth Rate: Slow Trunk Width: 1' Cultural Requirements: Well -drained, fertile, organic soil and protection from hottest sun and wind should be provided for best growth. Problems: Plants may sunburn with full or relected sun, especially when grown as container plants. Any products, services, or organizations that are mentioned, shown, or indirectly implied in this publication do not imply endorsement by The University of Arizona. 16 rpt Al eA ws '.c-:'•emu P01Py�'EY gR�20.f, a •4 , At A AA, OUNDEO �g� Development_and_Infrastructure_Services Department MEMORANDUM TO: Charlene Schwickrath, Permit Technician Jennifer Grey, Permit Technician FROM: Jonathan Lew, Zoning Inspector CC: Loida Rebong, New Construction, In N Out Burger, Irebong@innout.com Chuck King, Inspection and Code Compliance Division Manager DATE: April 19, 2013 RE: Landscape Bond Release, In N Out Burger, OV12-09-01 The above referenced landscape bond may now be reduced to 5% ($5,513.50). The remaining 5% ($5,513.50) shall be held for six months to ensure the installed landscaping survives. If you have any questions regarding this matter, please contact Jonathan Lew, 229- 4853 or at jlew@orovalleyaz.gov. Please be advised of the following maintenance requirement. OVZCR Sec. 27.6.K Maintenance A. Maintenance shall consist of: 1. Regular watering until plants are fully established and capable of surviving without irrigation; 2. Checking, adjusting, repair and replacement of irrigation equipment, with the originally specified materials or their equivalents, as necessary to ensure water efficiency; 3. Pruning, and fertilizing; 4. Clearing of debris and weeds; 5. Removal and replacement of dead plants within 45 days and with plant materials of the same species and of similar size and quality; 6. Aerating and de -thatching turf areas; 7. Replenishing mulch; and, 8. Repair of architectural features. B. After the landscape installation is complete, periodic on -site landscape inspections may be performed by the Zoning Inspector to ensure proper maintenance. Planning Permitting Inspection & Compliance Engineering Operations Transit (520) 229-4832 (520) 229-4815 (520) 229-4815 (520) 229-4894 (520) 229-5070 (520) 229-4990 Caring for our heritage, our community, our future. 13502 Hamburger Lane Baldwin Park, California 91706-5885 (626) 813-8200 March 13, 2013 INnNuOUT 01C BURGER Mr. Chuck King Inspection and Compliance Division Manager Development and Infrastructure Services Town of Oro Valley 11000 N. La Canada Drive Oro Valley, AZ 85737 Re: Your letter of 11/17/11 (Project #OV1209-01) 11545 N. Oracle Rd. Oro Valley, AZ Mr. Chuck King: The Best Enterprise Is A free Enterprise® Our Landscaping Department is taking care of items #1 and 2 from your letter (copy attached) and should be completed within the next two weeks. Please let me know what documents you will need from us to be able to get the balance of the Landscape Improvement bond released. Thank you. Sincerely yours, —" -N Loida Rebong Administrative Assistant, New Construction 13502 Hamburger Lane Baldwin Park, CA 91706 626.813-8274 Cc: C. Luthy 0IV,?6- G j AV 0 ql-,GpM. "God Bless America" • The Customer Is Everything To Us Development and Infrastructure Services November 17, 2011 Loida Rebong Administrative Assistant New Construction 13502 Hamburger Lane Baldwin Park, CA 91706 626-313-5274 SUBJECT: Bond Release for In-N-Out Burger, OV12-09-01 To Whom It May Concern. Development & Infrastructure Services staff has reviewed the site and found it to be in substantial compliance with the plans and specifications for ®V12-09- 01, therefore the Town has no objection to the release of the Restoration bond in the amount of ($13,342.00). However several areas were observed to have slight erosion issues and may need to be addressed as periodic maintenance. 1. The rip -rap area just north of the drive-thru drainage way had begun to be undermined due to water run-off. It is suggested that the waddle be dug in and larger rock be placed to fill the voids to retain what is eroding without being carried away. 2. The area at the south end of the parking lot where the sidewalk and asphalt are at the same level is allowing water to run over the sidewalk. This is causing the bank west of the sidewalk to erode. It is suggested that a rip -rap drainage way be created to allow the drainage of water down the bank to prevent any future erosion. Regards, uck King, Inspection and Compliance Division Manager, Town of Oro Valley cc: Tim McGuire, Inspector, Town of Oro Valley File SIGN -IN FOR PRECONSTRUCTION MEETING February 3, 2010 9:00 AM, Hopi Room C0900107 IN- N - OUT 11545 N ORACLE RD PROJECT NAME RELATIONSHIP PHONE FAX / EMAIL ❑TOV Phone: Owner Developer Cell: CZ ❑ ElWo 0- �J ❑ TI Contractor ❑ Arch/Eng Fax: Email. VO.Z. Ui°Z�n�tvc� ❑ Shell Contractor ❑ Other ptrov Z:iYIt Phone:- "Ies ❑ Owner o Developer TI Contractor Arch/Eng Cell: Fax: J ❑ ❑ Email: E'S 0h'q ❑ Shell Contractor ❑Other ❑TOV Phone: Cell: ❑ Owner ❑ Developer ❑ TI Contractor Arch/Eng Email: ❑ Shell Contractor ❑ Other v ❑TOV Phone: .Owner ❑ Developer Cell: r- Al - o:. � ❑ TI Contractor ❑ Arch/Eng Fax: Email: ❑ Shell Contractor El Other ❑TOV Phone:(, I.,_ ►j Ae., � Owner ❑ Developer Cell: ❑ TI Contractor ❑ Arch/Eng Fax: Email: ❑ Shell Contractor ❑ Other i 3�� LQ v p ~ ❑TOV Phone: �•�� ., ._1�� -� ❑ Owner ❑ Developer Cell: 1 jt.L& Z ❑ TI Contractor ❑ Arch/Eng Fax: Email: ❑ Shell Contractor ❑ Ot er _j- ' rr �2 14 ❑TOV ," Phone: 'Vo -a,2 q-y r0 6' Cell: V 0 C t p G C i✓ ❑ Owner ❑Developer ❑ TI Contractor ❑ Arch/Eng Fax: Email Ile '?z.�e. ❑ Shell Contractor ❑ Other Mti�c� �/o,Lsti �• �- PT(5V Phone: 229 L4 o ❑ Owner ❑ Developer Cell: ❑ TI Contractor ❑ Arch/Eng Fax: Email: ❑ Shell Contractor ❑ Other Ns\LJ�njctaQc?ov-­c.e-/A7- qa/ } JZ►S fGi �+- KTOV C=ZFb Phone: ❑ Owner ❑ Developer Cell: ❑ TI Contractor ❑ Arch/Eng Fax: Email C L,Pj&gcl_le1-,cLnckE�� ❑ Shell Contractor ❑ Other '.Izo (TI I sry OV Phone: Sa0—as43�y��S f{LCC1G //l/<i ❑ Owner ❑ Developer ❑ TI Contractor ❑Arch/Eng Cell: Fax: d;o - yy, - <o z z Email: CK/AJGP,&A0VA' UA '�(Z O Shell Contractor ❑Other 18T-01/ fir- Phone: `- %:3 3 ��r�j�S ❑ Owner ❑ Deve per Cell: Fax: 'FZjD•A2'10=2- � L-u Aori ❑ TI Contractor ❑ Arch/Eng ❑ Shell Contractor ❑ Other Email' , d CW CM&AGZ �C�%� %��j� Phone: c� O �?�%.4` 7 OV cell: l� ❑ Owner ❑ Developer ❑ TI Contractor ❑ Arch/Eng Fax: Email: Cl��1cS ,L ` J ❑ Shell Contractor [I Other Phone: r r-� '�TOV r c cxi 'Tn-Vern Cell: f� ❑ Owner ❑ Developer Fax: Email: ZZI�w G:'v ❑ TI Contractor ❑ Arch/Eng ❑ Shell Contractor ❑ Other Phone: ❑TOV Cell: ❑ Owner ❑ Developer Fax: ❑ TI Contractor ❑ Arch/Eng Email: ❑ Shell Contractor ❑ Other Phone: ❑TOV Cell: ❑ Owner ❑ Developer Fax: ❑ TI Contractor ❑ Arch/Eng Email: ❑ Shell Contractor ❑ Other Phone: ❑TOV Cell: ❑ Owner ❑ Developer Fax: ❑ TI Contractor ❑ Arch/Eng Email: ❑ Shell Contractor ❑ Other Phone: ❑TOV Cell: ❑ Owner ❑ Developer Fax: ❑ TI Contractor ❑ Arch/Eng Email: ❑ Shell Contractor ❑ Other Phone: ❑TOV Cell: ❑ Owner ❑ Developer Fax: ❑ TI Contractor ❑ Arch/Eng Email: ❑ Shell Contractor ❑ Other Phone: ❑TOV Cell: ❑ Owner ❑ Developer Fax: ❑ TI Contractor ❑ Arch/Eng Email: ❑ Shell Contractor ❑ Other Phone: ❑TOV Cell: ❑ Owner ❑ Developer Fax: ❑ TI Contractor ❑ Arch/Eng Email: 0 Shell Contractor 0 Other 10j 2 _b,jJ Please add the Project Title, Permit name, number and address below requesting a Pre Con meeting. These are added on a first come first serve basis. 3 projects are all that are allowed for each meeting day. If you do not see a project listed below, the meeting can be considered cancelled: PROJECT PERMIT NUMBER PROJECT ADDRESS/ LOCATION 9:00 - 9:45AM IN - N - OUT BURGER C0900107 11545 N ORACLE RD., ORO VALLEY MARKET PLACE (address is verified) 1. MICHELLE BENNETT - GREENBERG FARROW - 949-296-0450 ext. 7969 and others... 9:45-10:30AM 2. 10:30-11:15AM 3. ov ► a- Gq--0 I 2 3 4 5 0 TOWN OF ORO VALLEY DEPARTMENT OF PUBLIC WORKS PRE -CONSTRUCTION MEETING AGENDA Project: In-N-Out Burger at the Oro Valley Marketplace Grading Permit #: G1000003 Date: January 20, 2010 Attendees Sign -In Introductions by Attendees Hopi Conference Room Project overview by Development Review Division Project Superintendent: 7 V:� S CUB z Phone(s): Time: 8:00 AM C a- Qa s- 10a3 Expected Project Completion Date: 7 Irar 46 ", x -J-0n8 =30 10 Engineer of Record: :T� s � G08 Phone(s): Review of Erosion Control Requirements by Storm Water Utility Town Contact - Rob Wilson, Phone 229-4879 (Office) or 940-1938 (Mobile) Expected completion date for Interim Erosion Control Device (BMP) installation: Review of Zoning Codes by Zoning Inspector a. Salvage — -,-;ou*v) -eAA-+►''eeS 2, e. Landscaping -pee- 19-pQl-el"Pd b. LightingCortS 1,rn; f. Bonds/Assurances — c. Public Art �j. t ice c eSe_ g. Signs Ia,* d. Addressing 7. Review of Building Codes by Building Official a. Building Permits b. Sewer and Water Hookup 8. Review of Fire Codes by Golder Ranch Fire a. Hydrant Locations 9. Review of Water Requirements by Oro Valley Water Utility plans pre serve ��Pyna,ninCJ ve� r a. Temporary Water Service c. PCDEQ b. Hydrant Meters: d. Water Pre -Construction Meeting: Contact Charlie Soper (940-4982) Contact Mark Moore (229-5017) 10. Review of Public Works Standards Town Inspector/Observer - Chad Dalton, Phone 229-4877 (Office) or 940-7341 (Mobile) a. Materials Testing e. ADA Requirements b. Construction Zone Fencing f. Acceptance of Public Improvements c. Public Right -of -Way Permits g. Maintenance Responsibility of Public Streets d. Traffic Control Measures h. Project Closeout Requirements 11. Review of Type 2 Grading Permit a. Grading Permit Standard Conditions c. Special Conditions b. Grading Ordinance 12. Sewer Plans and Permitting 13. Open Meeting up for Questions 14. Submit Fees and Issue Type 2 Grading Permit 15. Adjourn Notes: Ci f /1 ce'll syc tj GreenbergFarrow REVISION NARRATIVE December 14. 2009 To Town of Oro Valley 11000 N. La Canada Drive Oro Valley, AZ 85737 Phone: (520) 229-4836 Project In-N-Out Burger Oro Valley, AZ Project # 20080373.0 From Rosa Anaya-Zaragoza Revision # PC2 1920 Main Street Suite 1150 Irvine, CA 92614 t: 949 296 0450 f: 949 296 0479 ATLANTA NEW YORK CHICAGO LOS ANGELES BOSTON DALLAS NEW JERSEY ST. PETERSBURG This Revision shall modify as stated Construction Documents dated 10/7/09, issued previously. The items listed below shall supersede referenced portions of the Contract Documents for the above named project, and shall become part of the executed contract. All changes or additions to the documents are noted as Revision Number PC2, dated 12/9/09 , and shall replace same documents issued previously. The following clarifications, amendments, additions, and deletions are hereby part of the Construction Documents, and alter the original documents only in the manner to the extent stated below. The Contractor shall submit his cost to the Owner and the Architect within seven calendar days of receipt of these instructions in accordance with the General Conditions of the Contract. Instructions which require changes in the contract sum shall be itemized and quoted separately. Instructions which require changes in the Contract time shall be so noted with any such changes itemized separately THIS IS NOT A CHANGE ORDER NOR A DIRECTION TO PROCEED WITH WORK DESCRIBED HEREIN. 3 DRAWINGS Item Issue T1.0 12/9/09 A3.0 12/9/09 A4.0 12/9/09 Description a. Revised index of drawings. a. Revised "Reserved parking" sign to meet Town of Oro Valley requirements and match civil drawings. b. Revised Sign detail to reference code section 11-4-3.A. c. Revised "Reserved Parking" sign note # 1 regarding bottom of sign to be placed above 84 inches above finish grade. d. Revised note # 69 e. Revised Universal Accessible parking detail to match civil drawings a. Showed updated property line. b. Revised height of post on note in details 5. c. Revised Accessible parking sign to show Town of Oro Valley code section 11-4- &A and to match civil drawings in details 4 & 5. d. Revised depth of truncated domes to match civil drawings in detail 3. e. Added note "Exterior wall signs shall be turned off 1-hour after close per OVZCR". f. Added truncated domes at crosswalk near trash enclosure to match civil drawings. g. Revised limits of construction. 11 Bulletin And Supplemental Instructions 07.01.05 P:\2008\200803730\999 General Correspondence\200803730 Revision Narrative PC2 from Rosa Anaya-Zaragoza to Town of Oro Valley 2009- 12-14A.doc 1, I DRAWINGS NO. Item Issue Description 4 A5.0 12/9/09 a. Added metal stud information and delete wood studs at potato fryer wall and behind the 3 grilles. b. Added metal stud wall detail call -outs. c. Relocated refrigerator against Men's restroom wall, including new 62" Bag in the Box. d. Removed 2x4 return wall behind E-learning area. e. Removed floor slab to add 3x5 sanafloor grate above the current floor drain f. Extend 2x6 E-learning wall with bollard and add hose bibb to that wall for roof top pressure washer. g. Relocated Chemical cabinet across the way *next to the bun rack". h. Relocated (2) secondary CO2 tanks to the back door, under the dry storage. i. Relocated occupant load signs at dining area. j. Resized toilet vestibule walls to 6". Relocated recessed fire extinguisher cabinet in one of these walls. k. Clarified dry storage quantities in floor plan. Deleted dry storage information in the notes section. This information is located on sheet K-1. I. Revised sheet number for termite's specification in the notes section. j'5 A6.0 12/9/09 a. Relocated 1,200 pound primary CO2 tank to water heater tower next to panel C (above the vestibule). b. Deleted note "L.E.D. Lighting" on roof plan. c. Deleted "alternate location" from pressure washer note. d. Shifted ice machine, walk-in refrigerator compressor, and condensing unit. e. Added smoke detector panels throughout the roof. f. Added 12"x12" transfer grill at ceiling in tower area for ventilation. g. Added color information in roofing specification. h. Added note "Paint all rooftop equipment color PE-3 (ac units, exhaust fans, ducts, etc.) to match rest of roof" 6 A7.0 12/9/09 a. Added supplies to match mechanical drawings. 7 A8.0 12/9/09 a. Added 5-0" high tub out for CO2 line in east elevation. Added note # 17. b. Revised general note # 2: Added color information for backside of towers c. Added general note # 3 regarding surface treatment/paint and color for backside of parapets. 8 A9.0 12/9/09 a. Revised general note # 2: Added color information for backside of towers b. Added general note # 3 regarding surface treatment/paint and color for backside of parapets. 9 A10.0 12/9/09 a. Section B-B: Revised ceiling soffit to match project. Added primary CO2 tank to water heater tower and CO2 sensor. Revised note to clarify color for backside of towers and parapets b. Section A -A: Added toilet vestibule and hallway descriptions. 10 A10.1 12/9/09 a. Section C-C: Revised length of wall and added shelf and bollard at potato storage area. Revised note to clarify color for backside of towers and parapets. b. Section D-D: Added note to clarify surface treatment/paint and color for backside of parapets. c. Section E: Added note to clarify surface treatment/paint and color for backside of parapets. 11 A11.0 12/9/09 a. Revised hardware information in hardware groups 1, 3, 4, 5, 6, and 7. 12 Al2.0 12/9/09 a. Elevation 3/100: Removed occupant load sign. b. Elevation 4/100: Relocated occupant load sign and bug light. c. Elevation 3/104: Updated elevation at potato storage area. d. Elevation 4/104: Updated elevation to match floor plan. 13 Al2.1 12/9/09 a. Elevation 4/107: Showed shelf, wall and bollard at potato storage area. b. Elevation 1/111: Showed line of storage cabinet. c. Elevation 4/111: Showed line of storage cabinet. 14 A18.0 12/9/09 a. Added 3x5 sanafloor grate at potato peeling area. b. Added grate detail # 2. 15 A20.0 12/9/09 a. Revised wall finishes at fryer/grilles area (kitchen). b. Revised wall finishes per changes in potato storage area. c. Revised finish schedule d. Added metal stud wall partition details # 5, 9, and 13. 11 Bulletin And Supplemental Instructions 07.01.05 P:\2008\200803730\999 General Correspondence\200803730 Revision Narrative PC2 from Rosa Anaya-Zaragoza to Town of Oro Valley 2009- 12-14A.doc e I DRAWINGS NO. Item Issue Description 16 S2.0 12/9/09 a. Remove 2x4 return wall behind E-learning area. b. Extend 2x6 E-learning wall with bollard. c. Update plans for metal stud framing at patio fryer wall and behind 3 grilles. 1. Add information for metal studs and delete wood studs at these walls. 17 SD7.0 12/9/09 a. Added metal stud details 12 through 15 on sheet SD7. 18 M-2 12/9/09 a. Added the following notation in the remarks column for the pollution control unit: FURNISH WITH MERV HIGH EFFICIENCY FILTER, OPTIONAL FINAL FILTER SECTION AND ODOR CONTROL MEDIA SECTIONS. 19 M-4 12/9/09 a. Relocated the condensing unit for the roof computer room unit. 20 P-1 12/9/09 a. Change Urinal to waterless type, adjusted calculations to reflect the revision. 21 P-5 12/9/09 a. Relocated the condensing unit for the roof computer room unit. 22 E4.0 12/9/09 a. Add the CO2 remote monitor to the office. 23 E6.0 12/9/09 a. Revise the location of the rooftop equipment due to the locations moving. b. Add the CO2 monitoring system to the center tower. 24 E11.0 12/9/09 a. Revise the evidence of compliance sheet to reflect the correct lumen limits. b. Revise the lumen level of the light fixture used to reflect 250W Metal Halide lamp used. 25 K-1 12/9/09 a. Relocated refrigerator against Men's restroom wall, including new 62" Bag in the Box. b. Removed 2x4 return wall behind E-learning area. c. Removed floor slab to add 3x5 sanafloor grate above the current floor drain. d. Extend 2x6 E-learning wall with bollard and add hose bibb to that wall for roof top pressure washer. e. Relocated Chemical cabinet across the way "next to the bun rack". f. Relocated (2) secondary CO2 tanks to the back door, under the dry storage g. Added number # 25 at preparation sink area. h. Revised dry storage shelving information. 26 K-2 12/9/09 a. Revised equipment schedule, items # 13, 40, 69, 101. 27 K-3 12/9/09 a. Added information for the roof top pressure washer. b. Revised notes per changes at potato storage/peeling area. 28 K-4 12/9/09 a. Added information for the roof top pressure washer. b. Revised notes per changes at potato storage/peeling area. 29 K-5 12/9/09 a. Added information for the roof top pressure washer. b. Added 6-0" high tub out for CO2 line. c. Added information for primary CO2 tank at water heater tower. 30 K-6 12/9/09 a. Updated layout per changes @ kitchen, potato storage/peeling areas. 31 K-8 12/9/09 a. Elevation 5: Shifted duct closed to window. Extend drying rack. b. Elevation 7: Cut dry storage shelving 1 foot to allow location of CO2 tanks. Added note regarding 4" H concrete curb. c. Elevation 8: Revised elevation at potato peeling area to match new layout. d. Elevation 9: Revised elevation at potato storage area to match new layout. 32 K-8.1 12/9/09 a. Elevation 11: Revised elevation near to refrigerator to match new layout. b. Elevation 13: Revised elevations to match floor plan. 33 K-8.2 12/9/09 a. Replaced wood studs for metal studs in section at grill and fryers. b. Revised filter note in section at fume hood. Copies Keith Gilbert/ Paul Koshmider/ In-N-Out Burger Consultants File End of Revision Narrative 11 Bulletin And Supplemental Instructions 07.01.05 P:\2008\200803730\999 General Correspondence\200803730 Revision Narrative PC2 from Rosa Anaya-Zaragoza to Town of 0ro Valley 2009- 12-14A.doc Town of Oro Valley MEMORANDUM TO: Shirley Gay Development Coordinator FROM: Patty Hayes Zoning Inspector DATE: June 29, 2010 RE: In n Out Burger OV#12-09-01 The landscape bond for the above mentioned site may be reduced by 90%. The remaining 10% of the bond will be held for one year to ensure viability of the vegetation. Town staff will be doing regular maintenance inspections of its commercial centers for compliance to our maintenance code: OVZCR Sec. 27.6.K Maintenance A. Maintenance shall consist of- 1. Regular watering until plants are fully established and capable of surviving without irrigation; 2. Checking, adjusting, repair and replacement of irrigation equipment, with the originally specified materials or their equivalents, as necessary to ensure water efficiency; 3. Pruning, and fertilizing; 4. Clearing of debris and weeds; 5. Removal and replacement of dead plants within 45 days and with plant materials of the same species and of similar size and quality; 6. Aerating and de -thatching turf areas; 7. Replenishing mulch; and, 8. Repair of architectural features. B. After the landscape installation is complete, periodic on -site landscape inspections may be performed by the Zoning Inspector to ensure proper maintenance. Pollution Control Unit Specification Construction PCU Series shall be factory assembled pollution control unit capable of significantly reducing smoke, grease and odor from the exhaust air stream. Housing: The PCU housing is to be constructed of 430 SS of polish 2B or better. All metal in contact with the air -stream is to be constructed of 430SS. 1500°F Ceramic based gasket must be in place for all internal seams exposed to airflow. High temperature weatherproofing gasket must be used on all exterior seams. Base: The base shall be constructed of galvanized steel for improved rigidity. Base shall be structurally reinforced to accommodate the filter assembly. Pre -Filter Section: The pre filter section shall include 4 inch deep steel washable permanent filters. Filter frames and media shall be constructed of steel. Filters shall be arranged in a v-bank configuration to increase filter area and reduce static pressure. All filters shall be removable without the use of tools through side access doors with lift and turn latches. Filters are to be cleanable with a water hose and soapy water. The filters shall have a minimum average arrestance of 75% in accordance with ASHRAE 52.1-1992. High Efficiency Filter Section: The phase two filters shall consist of 4 inch deep rigid cell extended surface filters. Filter cell sides shall be constructed of high strength, high impact polystyrene plastic for durability. Beverage board filter sides shall not be permitted. Filters shall be arranged in a v-bank configuration to increase filter area and reduce static pressure. All filters shall be removable without the use of tools through side access doors with lift and turn latches. Filters are to be rated MER14 minimum in accordance with ASRAE standard 52.2 and have a minimum average arrestance of 98% in accordance with ASHRAE 52.1-1992. High Efficiency module must be installed downstream of pre -filter module. Final Filter Section (Optional): Final filter section shall consist of 4 inch deep Mini -pleat HEPA rated filters. Filter cell sides shall be constructed of steel or aluminum for durability. Beverage board filter sides shall not be permitted. Filters shall be arranged in a v-bank configuration to increase filter area and reduce static pressure. All filters shall be removable without the use of tools through side access doors with lift and turn latches. Filters are to be rated MER18 minimum in accordance with ASRAE standard 52.2 and have a minimum average arrestance of 99% in accordance with ASHRAE 52.1-1992. HEPA module must be installed downstream of High Efficiency module. Odor Control Media Section (Optional): The unit shall be provided with a 50% potassium permanganate 50% carbon blend media. The odor removal cartridges shall be encased in steel frames. The odor removal media shall be arranged in a v-bank configuration to increase filter area and reduce static pressure. All media shall be removable without the use of tools through side access doors with lift and turn latches. Odor control module must be installed downstream of High Efficiency module or HEPA module. Certifications The PCU Series has been certified by ITS. This certification mark indicates that the product has been tested to and has met the minimum requirements of a widely recognized (consensus) U.S. and Canadian products safety standard, that the manufacturing site has been audited, and that the applicant has agreed to a program of periodic factory follow-up inspections to verify continued performance. Models PCU are ETL Listed under file number 3130718COL-001 and comply with UL710 Standards and ULC710 Standards. DIM "B" DIM "G" DIM "H" DIMr "J" DIM Iy"C" j "unir DIM K J DIM "F' DIM 'A" —I— DIM "A' —I— DIM "A" —I— DIM "A" Flim wcxe� rao-mm� 6" DIM "R" i-DIM DIM 'T" Typical Installation DIM "M" puma oea J— DIM 'I" DIM "D" DIM "N" Nu, DIM "E°' DIM "S" DIM "P :rir�mvoov©sv !' ' �x7 F.N:t:'A=H9�:1;.'� .I©s®a©�ovsav ������Imraa�al�a�olml�n�n�®c�[F3Q7cF�TaEIIIn�L��®nmm®tea E��'�[•L7��fE'1'Y?3[C4t[I�EY�rLJL7�f�7L711f.�TL1liSEQiLIf E1i3i�TSf7rS�i7iW�y73RfL61)•E23ri�L2II�1L7CLJS�If9L�-'s/[]EIIJCfiFYJ?!L•7[�Yt-1EY�JL•E�/[IEaIM�f�IL'if3�IIiIL1Ei��IL W:^�ilaFm[-'�'�G/L• �Q/t7kII�1L1EIIIrC1�r�Cti=g/tEg7LlNi:77/iC�Y�3�iC;0//i EGIYaNl�l1[i�EF�fe�:da:11 ����I��YfF)1•EiffiaF�a4�7a�1•]®lf®47¢�3�Ei�L• fY31•L�7/L7M:J.�7L• FI;J'1xTL='M2nIt-JF�ILIICiO!fIJ[�7lfEl)SICL:f4/L-Jt13►CJ�4XCI�L�C1QlL'•ra/C�l7��iri[:IYJ�JCfMQ�1C•f ®�FID��I.]�nF�L•®F��dOf�.Ta C US USED KRC TDR GREASE DUCT NITM MUST B ET USED TI Y,SHON CREASE DUCT, UNIT AIU5f BE INSTALLED DOWNSTREAM OF A L1STE0 HOOD ASSEMBLY 'FILDRAIN PUM SHOWN IS PER MODULE. W DAMN S PLIED IN EACH MODIJLE FOR WASHODYlN Pressure Drop Curve PCU Size 1 Shown PCU 1 COMBINATIONS SP (CLEAN FILTERS) 2-0 - -- -- -.. - - ----- - - - -- - - --#--PRE-FILTER + HIGH EFFECIENCY 1-8 --PRE-FILTER + HIGH EFFECIENCY + ODOR CONTROL --*--PRE-FILTER + HIGH EFFECIENCY + HEPA + ODOR CONTROL r; 1.5 --a—PRE-FILTER + HIGH EFFECIENCY + HEPA 3 z 1.3 � 1.0 ' a 08 05 I 0.3 0.0 0 250 500 750 1000 1250 1500 CFm Typical Installation SERVICE DISODNNECT -• DIM "B" SWrrrH DIM DIM "I " DIM "M" DIM DIM "A" -. I DIM "AA" —I-�- DIM "AA" +I— DIM "AA" —I — DIM "AA" —I�� DIM - »Orr -� »L» HEsw OIfFa ELDiYEFki MOTOR 8' ODDR ODNIROL FLIER FILTER HIGH FFFIC ENCY FLIER RRE-FLIER DIM DIM »N» DIM I ouTLFr "R" 6 76 HGH EaiwrtHr 1Y� DIM "U" DIM ---.. »t» DIM i -:�,I�IBI'{r71_IH�y$kyj�ll]� Y6I1:1�.Y9iL•13®7v�iLllYf�:�7Elif.SOI1.1;gTL1♦l�iL+�lb�l•L1ihh.�IIr1QDtal%11L��1L713Q/tr7�iY;GIIiE!!'d�11?�iC•�FIGfIiI� �flrfM7\:cY(a1•rum-l!�/[:I+.t4�LJ1iIIN{,'Ili�:II.iGIfCi'�IL•�I'�m',-�l.Y• �I�IL��iiC9LL�ifli®F]'�C{.DI4�I�lL;Cf�iLIES�I[IE�I[.(•IL4'�VfIJ dil�iD�i;Y.ib3AC5fEi�".SIC-15�/['I:iCH[�':.�.n1fJL���1f1�I,Lf ik'I�IL•�fF�FYi[�LSIiR•E�I@13�Y1]GII7F3�'S1Lf ERIIr/E3oD/eFi6►1! EF�� f I�En ��IFksf/id ����[®SST®�LIDa�7iL®dO�a®G�IIiIF�©IiID©®a�amo®a�L-102 P,CP%p®EAU �xay�:a�.Feu[iHt>•rcarsit7��nuf&n�a�:tr�sr�x�r11M►� stnviuu�murr�Keaz�r>ius�waes�u�r,:�utallf�rv:�r.��za�ce3�av�pret� ALL DIMENSIONS ARE NOMINAL AND GIVEN IN INCHES. 1�rUS UL710 LISTED FOR GREASE DUCT INSTALLATION NHEN USED IN NfIGHEN GREASE DUCT. UNIT MUST BE INSTALLED DOVMSTREAM OF A LISTED HOOD ASSEMBLY FILTER ppUUeeNNTiTY SHOWN 15 PER MODULE. DRAIN SLNGLIED IN EACH MODULE FOR WASHDON'N Pressure Drop Curve Model KB10 Shown 6.000 — - _ -- — 5.500 i 00 RPM 5.000 - --1 3400 - RPM 4.500 .\ \ 3200 Z RPM \ 4.000 W - 2.00 HP _ _ _._— ___ RPM 3.500 — - (A j R 00 \ 1.50 HP a 3.000 - -- -2600-- - -- RPM L`X 2.500 -2406 1.00HP _ - rn Q 2.000 _ 2200 \ Z —RPM w 2000 w1.500--18UURPM ` 1 6(JU PM 1.000 RPM - 0.500 + - 0.000 0 100 200 300 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 CFM I 0A Centrifugal PCU Exhaust Fan Specification Model KB fan shall be a backward incline, roof mounted or indoor, belt drive, up -blast centrifugal exhaust ventilator. Steel centrifugal roof exhausters are engineered to discharge grease laden vapors, fumes and other contaminants. Construction Housing: The fan housing shall be constructed of stainless steel. The internal structural support and external mounting material shall be 14 GA G90 galvanized steel minimum. Base: The base shall be constructed of galvanized steel for improved rigidity. Bolt patterns shall be provided in the base to allow connection to a pollution control unit. Wheel: The fan wheel shall be centrifugal backward inclined and non -overloading. Wheels shall be balanced in two planes and done in accordance with AMCA standard 204-96, Balance Quality and Vibration Levels for Fans. The wheel blades shall be aerodynamically designed to minimize turbulence, increase efficiency and reduce noise. The wheel blades shall be welded to the wheel inlet cone. In the event that balancing weights are required they shall be riveted to the blades or wheel. The wheel inlet shall overlap the fan inlet for maximum performance and efficiency. The wheel shall be firmly attached to the motor shaft with two set -screws. Motor & Motor Compartment: Motors shall be heavy-duty ball bearing type, mounted on an adjustable base and furnished at the specified voltage, phase and enclosure. Motor mounting plate shall be constructed of heavy gauge steel and isolated from the fan structure with vibration isolators. The motor shall be Totally Enclosed and Fan Cooled and have high temp class F insulation. Motors shall be washdown duty. The motor compartment shall be of a two-piece construction quick release clips to provide quick and easy access to the motor compartment. Shaft & Bearings: Shafts shall be precision ground and polished. Heavy duty, pre -lubricated bearings shall be selected for a minimum (L50) life in excess of 200,000 hours of operation at maximum cataloged operating speed. They shall be designed for and individually tested specifically for use in air handling applications. Belts & Drives: Belts shall be oil and heat resistant, non -static type. Drives shall be cast type, precision machined and keyed and secured attached to the fan and motor shafts. Drives shall be sized for a minimum of 150% of the installed motor horsepower. Fan operating speed shall be factory set using adjustable pitch motor pulleys. Safety Disconnect Switch: A safety disconnect switch shall be standard on all units. Switches shall be installed in a NEMA3R enclosure and mounted to exterior of the fan for easy access. Certifications Captive -Aire Systems, Inc. certifies that KB models shown herein are ETL Listed under file numbers 3158877SAT-001 and comply with UL762 Standards and CSA Standard C22.2, No. 113. GreenberUFarrow October 19, 2009 To Charlie Tegeler Town of Oro Valley Building & Safety Department 11000 N. La Canada Drive Oro Valley, AZ 85737 Phone: (520) 229-4836 Dear Charlie Tegeler: 1920 Main Street Suite 1150 Irvine, CA 92614 t: 949 296 0450 f: 949 296 0479 Project In-N-Out Burger Oro Valley, AZ Project If 20080373.0 Re In-N-Out Burger - Oro Valley, AZ Town of Oro Valley - Building & Safety Dept. Review Comments Permit # C0900107 ATLANTA NEW YORK CHICAGO LOS ANGELES BOSTON DALLAS NEW JERSEY ST.PETERSBURG Enclosed please find (4) sets of original redlines set of plans, (2) sets of structural and energy calculations + (6) sets of revised stamped and signed plans, (2) sets of structural and energy calculations based on the Correction List dated (9/8/09). 1. Complied. Enclosed find (6) stamped and signed set of plans and (2) sets of structural and energy calculations. 2. Complied. Revisions are clouded with delta pci for your easier reference. Added revision date in title block. 3. Complied. A complete detailed written response, indicating the specific corrective action taken is part of our resubmittal. 4. Complied. All revised pages in the plans and/or calculations have been resealed so that the seal and revisions dates are in conformity. 5. Complied. All previously submitted and reviewed redlined plans, calculations and any other construction documents have been attached to resubmittal. 6. Complied. Evaluation Report for stucco system is no longer available. Revised stucco keynote # 2 on sheets A8.0 and A9.0 and stucco detail 4/A16.0 to comply 2006 IBC Section 2512. 7. Complied. Revised stone keynote # 6 on sheet A8.0 and A9.0. Added note stating "STONE VENEER INSTALLATION SHALL COMPLY WITH 2O06 IBC SECTION 1405.6". 8. Complied. Sheet T1.0: Removed "Building Signage" note from the Deferred Submittal section. Added signage under new section "ITEMS UNDER SEPARATE PERMIT'. 9. Complied. Revised existing general note #1 stating "SEE SHEET S1.1 OF THE STRUCTURAL PLANS SHEETS FOR REQUIRED SPECIAL INSPECTIONS" on sheet T1.0. 10. Complied. Revised detail reference to correct 9/A16.0 on sheet A5.0. 11. Complied. Draft stop detail never existed. Omitted note reference. Draftstopping is not required in building equipped throughout with an automatic sprinkler system per 2006 IBC Section 717.4.3. 12. Complied. Added flat roof ventilation calculations on sheets A7.0, A13.0 and A13.1. 13. Complied. Revised shelving structural detail references to match structural drawings in section A -A on sheet All 0.0. 14. Complied. Draft stop detail never existed. Omitted note reference. Draftstopping is not required in building equipped throughout with an automatic sprinkler system per 2006 IBC Section 717.4.3. 15. Complied. Revised shelving structural detail references to match structural drawings in section C-C on sheet A10.1. 16. Complied. Provided fire blocking at the intersection of the soffit and exterior wall on detail # 4, sheet A14.0. 17. Complied. Please see revised note H.7. 18. Complied. Please see corrected section call out. 19. Complied. Please see revised roof beam size on sheet S3.0. 20. Complied. Please see revised calculation on pages 3.1, 3.25 and added on page 3.27a. 21. Complied. Please see revised calculation on pages 3.1, 3.25, 3.28, and 3.29. 22. Complied. Please see revised detail 4 on sheet S5.0, ceiling joist call out. 23. Complied. Please see revised detail 3 on sheet S7.0 for correct reference call outs. 24. Complied. Please see revised calculation on page 5.15. 01 Project Letter 07.01.05 P:00812008037301999 General Correspondence\200803730 Response Letter from Rosa Anaya-Zaragoza to Charlie Tegeler 2009.10-19A.doc 25. Complied. Revised the location to the return air duct on schedule and roof plan. 26. Complied. Please see note on M-3 and M-6. 27. Complied. Please see added notes on M-4. 28. Complied. Please see added note on P-0. 29. Complied. Please see revision added to detail 3 on P-1. 30. Complied. Sheet E2.0: The Available fault current value has been corrected, and the fault current values at the indicated nodes have been corrected. 31. Complied. Sheet E2.0: The Grounding Electrode Conductor sizes have been identified on the Grounding Detail. 32. Complied. Sheet E2.0: The feeders for Mark 1000A have been identified on the Power Feeder Schedule. 33. Complied. Sheet E3.0: Exterior Emergency Egress lighting has been added to each egress door. Light fixture type U has been added to the light fixture schedule. 34. Complied. Refer to enclosed find Cheese Melter manufacturer's letter. This concludes our responses to all comments that have been received. If you have any questions regarding any of these responses please feel free to call me at 949/296-0450. Sincerely, Rosa Anaya-Zaragoza 01 Project Letter 07.01.05 P:\2008\200803730\999 General Correspondence\200803730 Response Letter from Rosa Anaya-Zaragoza to Charlie Tegeler 2009-10-19A.doc GreenbergFarrow October 19, 2009 To Mike Valencic Town of Oro Valley Department of Public Works 11000 N. La Canada Drive Oro Valley, AZ 85737 Phone: (520) 229-4836 Dear Mike Valencic: 1920 Main Street Suite 1150 Irvine, CA 92614 t: 949 296 0450 f: 949 296 0479 Project In-N-Out Burger Oro Valley, AZ Project # 20080373.0 Re In-N-Out Burger — Oro Valley, AZ Town of Oro Valley — Dept of Public Works Review Comments Permit # C0900107 ATLANTA NEW YORK CHICAGO LOS ANGELES BOSTON DALLAS NEW JERSEY ST. PETERSBURG Enclosed please find (4) sets of original redlines set of plans, (2) sets of structural and energy calculations + (6) sets of revised stamped and signed plans, (2) sets of structural and energy calculations based on the Correction List dated (9/2/09). We have addressed all comments received and have written our responses in the same sequential order as your comments for easier reference. 1. Acknowledged. Enclosed find latest improvement plans that have been revised to comply comments from Town of Oro Valley. Building and civil plans will be re -submitted concurrently. This concludes our responses to all comments that have been received. If you have any questions regarding any of these responses please feel free to call me at 949/296-0450. Sincerely, Rosa Anaya-Zaragoza 01 Project Letter 07.01.05 P:12008\200803730\999 General Correspondence\200803730 Response Letter from Rosa Anaya-Zaragoza to Mike Valencic 2009-10-19A.doc IA L/THON/A L/GIll T/NG® FEATURES & SPECIFICATIONS INTENDED USE Static T8 fixtures provide general illumination for recessed applications; ideal for restricted plenum spaces. ATTRIBUTES Designed exclusively for use with T8 lamps, electronic ballasts and sockets. CONSTRUCTION Smooth hemmed sides and smooth, inward formed end flanges for safe handling. Lighter weight fixture allows safe, easy installation. Standard steel door frame has superior structural integrity with premium extruded appearance and precision flush mitered corners. Powder - painted, steel latches provide easy, secure door closure. Superior mechanical light seal requires no foam gasketing. Integral T-bar clips secure fixture to T-bar system. Housing formed from cold -rolled steel. Acrylic shielding material 100% UV stabilized. No asbestos is used in this product. FINISH Five -stage iron -phosphate pretreatment ensures superior paint adhesion and rust resistance. Painted parts finished with high -gloss, baked white enamel. OPTICAL Broad range of lens options available. ELECTRICAL SYSTEM Standard ballast is electronic, thermally protected, resetting, Class P, HPF, non -PCB, UL Listed, CSA certified ballast, universal voltage and sound rated A. Luminaire is suitable for damp locations. AWM, TFN or THHN wire used throughout, rated for required temperatures. LISTING Standard: UL Optional: Canada — CSA or cUL; Mexico — NOM. WARRANTY Guaranteed for one year against mechanical defects in manufacture. Catalog Number Notes Type GT8 Static Troffer 1'x4' 1, 2 or 3 Lamps Specifications I Length: 48 (1218) D Width: 12 (305) 1 1 Depth: 4-1/2 (114) �I Weight 17 Ibs (7.7 kg) All dimensions are inches (millimeters) Specifications subject to change without notice. ORDERING INFORMATION For shortest lead times, configure product using standard options (shown in bold). Example: GT8 2 32 Al2 MVOLT GEB101S GT8 32 Series Number Doorframe GT8 Vvvide of lamps (blank) Flushsteel 1 FN Flush aluminum, natural 2 FM Flush aluminum, matte 3 black Not included. FW Flush aluminum, white RN Regressed aluminum, Trim type Lamp type natural RM Regressed aluminum, (blank) Grid 32 32W T8 (48") matte black F Overlapping RW Regressed aluminum, flanged white Diffusertype Al2 #12 pattern acrylic A12125 #12patternacrylic, 0.125" thick A19 #19 pattern acrylic, 0.156" thick A15 #15 pattern acrylic, 0.2" thick PC1S 1/2' x 1/2' x 1/2" plastic cube louver, silver NOTE PC2S 1-1/2" x 1-1/2" x 1" plastic cube 1 MVOLTstandard for 120-277Vapplications' louver, silver 50-60 hz operation. Some options require PC3S 3/4" x 3/4" x 1/2" plastic cube voltage specified. louver, silver Volts Options' 120 1/3 One three -lamp ballast 277 GE6101S Electronic ballast, S10%aTHO, instant start 347 GEBIORS Electronic ballast, 510%THO, rapid start MVOLT EL Emergency battery pack (nominal300 Others available. EL14 lumens Emergency battery pack (nominal 1400 lumens) GLR Internal fast -blow fuse GMF Internal slow -blow fuse PWS1836 6' prewire, 3/3' dia.,18-gauge, I circuit LP_ Lamped, specify lamp type and color LP735 Lamped, 700-series, 3500K PAF Painted after fabrication (white enamel) SSR Specular silver interior finish (95% reflective) CRE Flanged trim for continuous row mounting (end) CRM Flanged trim for continuous row mounting (middle) JP Palletized and stretch -wrapped without individual cartons; grid trim only. CSA CSA Certified NOM NOM Certified Fluorescent Sheet#:GT8-1A STAT-95 GT8 VA' Static Troffer MOUNTING DATA Continuous row mounting of flanged units requires CRE and CRM trim options (see Options). NOTE: 1 Recommended rough -in dimensions for F trim fixtures 12'x48' (Tolerance is +1/4% -0'). Swing -gate range 1-9/16' to 3-3/4, span 10-3/4' to 14-3/4% DIMENSIONS Inches (millimeters). Subject to change without notice. f M,'+ 4-1/2 (114) — 1 12(305) 2-1/2 (64) - 12 (305) PHOTOMETHICS Calculated using the zonal cavity method in accordance with IESNA LM41 procedure. Floor reflectances are 20%. Lamp configurations shown are typical. Full photometric data on these and other configurations available upon request GT8 2 32 Al2 Report: LTL12536 LUMENS PER LAMP2850 Luminaire Efficiency:77.7% Coefficients of Utilization pf 20% PC 80% 50% 30% pw 70%50%30% 50%30%10% 50%30%10% 0 92 92 92 86 86 86 83 83 83 1 85 82 79 77 74 72 74 72 70 2 78 72 67 68 64 61 66 63 60 3 72 64 58 61 56 52 59 55 51 Q 4 66 58 51 55 50 45 53 48 45 05 61 52 45 49 44 40 48 43 39 IM 6 57 47 40 45 39 35 44 39 35 7 53 43 36 41 36 32 40 35 31 8 49 39 33 38 32 28 37 32 28 9 46 36 30 35 30 26 34 29 26 10 43 33 28 32 27 24 32 27 23 Zonal Lumen Summary Zone Lumens % Lamp % Fixture 0' - 30' 1471 25.8 33.2 0' - 40' 2347 41.2 53.0 0' - 60' 3777 66.3 85.3 0' - 90' 4426 77.7 100.0 90' - 180' 0 0.0 0.0 0' - 180' 4426 77.7 100.0 IA L/THON/A L/GHT/NG® An SMcuifyBrands Company Sheet #: GT8-1x4 ©2004Acuity Brands Lighting, Inc. Rev.3/512009 4-1/2 (114) Lithonia Lighting Fluorescent One Lithonia Way, Conyers, GA 30012 Phone:800-858-7763 Fax:770-929-8789 www.lithonia.com Notes: Job: -rij N ivaT • oAD VA4"Wj At Type: A/1 EMCO AVA L LIGHTING UME GENERAL DESCRIPTION: The EMCO Avalume is a rectilinear area fuminaire defined by its sleek rounded profile and rugged construction. The housing is one-piece, die cast aluminum and mounts directly to a pole or wall without need of a separate support arm. The multifaceted arc -image duplicating optical systems provide IES Types III, IV and V distributions. The door frame is single -piece diecast aluminum and retains an optically clear tempered flat glass lens. The luminaire is completely sealed and gasketed preventing intrusion from moisture, dust and insects. The Avalume luminaires are finished with a fade and abrasion resistant TGIC powdercoat. CUTOFF PERFORMANCE: Flat glass lens luminaires provide full cutoff performance. PREFIX MOUNTING DISTRIBUTION WATTAGE VOLTAGE FINISH OPTIONS Enter the order code into the appropriate box above. Note: Gardco reserves the right to refuse a configuration. Not all combinations and configurations are valid. Refer to notes below for exclusions and limitations. For questions or concerns, please consult the factory. AVA 1 Single Pole Mount 2 Twin Pole Mount at 180" 2@90 Twin Pole Mount at 90" 3 3-way Pole Mount at 90" 3@120 3-way Pole Mount at 120" 4 4-way Pole Mount W Wall Mount WS Wall Mount with Surface Conduit 150HPSk 10OMH' 175PSMH MTS opticsonh 250HPS 150MH' 250PSMH (2)60CP HPS- HighPressureSodium MH - Metal Halide 400HPS 175MH 320PSMHI (3)42TRP PSMH- Pulse start metal Halide 250MH 350PSMH' CF- CompactFluorescent TRF- Tdple Tube Compact Fluorescent 40OMH' 40OPSMHI 1. Requires BT28 / E28 mogul base lamp 2. Fluorescent luminaires feature electronic ballasts that accept 120V through 277V, 50hz to 60hz, input. Specify'UNW voltage for 120V through 277V. BRP Bronze Paint BLP Black Paint WP White Paint NP Natural Aluminum Paint BGP Beige Paint OC Optional Color Paint Specify RAL designation ex: OC-RAL7024. SC Special Color Paint Specify! Must supply color chip. HSI LP PC, PCR MP PTF2 PTF3 PTF4 cas$ OST° WG POLY, TB 3 IES Type III F IES Type IV Forward Throw NOTE. type Ill reflectors ship as type F, Removal of Me Insert converts the reflector to type 3. 5 MTS 120 208 240 277 347 480 UNIVI External House Side Shield In-Pole/In-Line Fusing Locking Type Photocontrol Receptacle With Photocontrol Locking Type Photocontrol Receptacle Mast Arm Fitter Pole Top Filter 2.375" X 4" Pole Top Filter 3" - 3.5" X 6" Pole Top Filter 3.5" - 4" X 6" Quartz Standby Quartz Standby - Timed Delay Wire Guard External Polycarbonate Shield Terminal Block IES Type V Medium Throw with Solite m Lens Fluorescent only. Fluorescent only. 3. Luminaires shipped complete from stock require field Installation of all options. 4. Supplied standard In black only. 5. ra includes In -Line Fuses. 6. Not avartable with 480V. 7. Requires 2 "' O.D. Mast Arm. 8. See OS/OST Table. 9.250 watt maximum. (Nole8) 1 1 CIS "IOST Table HID Lamp Watts Maximum Quartz Lamp Watts 175 watts or less 100 Watts Above 175 watts up to 400 watts 1 150 Watts OS and OST options not available with 48011. Emco Lighting 1611 Clovis Barker Road San Marcos,TX 78666 (800) 227-0758 (512) 753-1000 FAX: (512) 753-7855 www.sltelighting.com o Copyright 2008 Philips Group. All Rights Reserved. International Copyright Secured. Emco Lighting reserves the right to change materials or modify the design of its product without notification as part of the company's continuing product Improvement program. M15 56N9011 Emco Lighting is a Philips group brand PH 1 LI PS WIN 401. EMCO AVA L U M E uun I uvu GENERAL SPECIFICATIONS: Each Emco Avalume luminaire is a rectilinear area luminaire defined by its sleek rounded profile and rugged construction. HOUSING: The housing is one-piece diecast aluminum, and mounts directly to a pole or wall without the need of a separate support arm. The low profile rounded form reduces the E.P.A. (Effective Projected Area) of the luminaire to only 1.1 square feet (0.10 square meters). DOOR/LENS ASSEMBLY: The door frame is single -piece diecast aluminum and retains an optically clear tempered flat glass lens. The diecast aluminum lens frame hinges down from the housing and is secured by a stainless steel lanyard and hinge pin. The tempered flat glass lens is mechanically secured with four (4) retainers. The electrical and optical chambers are thoroughly sealed with an extruded one-piece memory retentive extruded silicone gasket to prevent intrusion from moisture, dust, insects and other contaminants. OPTICAL SYSTEMS: The segmented reflector system consists of two tiers of highly specular aluminum facets, precisely aligned to achieve specific photometric distributions. Optical systems are of the fixed position type with the lampholder be positioned on the arm -side of the luminaire. The position -oriented mogul base lampholder is glazed porcelain with a nickel plated screw shell. Fluorescent luminaires use a Medium Throw reflector with a Solite® glass lens (MTS). ELECTRICAL: Each high power factor ballast is the separate component type, capable of providing reliable lamp starting down to -20°F/-.290C. Component to component wiring within the luminaire will carry no more than 80 percent of rated current and is listed by U.L. for use at 600 VAC at 1500C or higher. Plug disconnects are listed by U.L. for use at 600 VAC,15 A or higher. Standard fluorescent ballasts are solid state. FINISH: Each standard color luminaire receives a fade and abrasion resistant electrostatically applied thermally cured triglycidal isocynurate (TGIC) textured polyester powdercoat finish. Standard colors include Bronze (BRP), Black (BLP)„ White (WP), Natural Aluminum (NP). Consult factory for specifications on custom colors. LABELS: All luminaires bear U.L. or C.U.L. (where applicable) Wet Location labels. FULL CUTOFF PERFORMANCE: Fulcutoff performance means aluminaire distribution where zero candela intensity occurs at an angle of 90° above nadir. Additionally, the candela per 1000lamp lumens does riot numerically exceed 100 (10 percent) at a vertical angle of V above nadir. This applies to all lateral angles around the luminaire. CUTOFF PERFORMANCE: Cutoff performance means a luminaire distribution where the candela per 1000 lamp lumens does not numerically exceed 25 (2.5 percent( at an angle at or above 90° above nadir, and 100 (10 percent) at a vertical angle of 80° above nadir. This applies to all lateral angles around the luminaire. T_ r5.38" 13.70 cm • 0 17.40 cm 41 90cm 16.0 40.60 cm EPA 1 2 3/4 1.1 ft' 2.2 ft" 2.7 ft" 0.10 m' 0.20 m' 0.25 m' with House Side Shield 1 2 3/4 1.2 ft' 2.2 ft' 3.2 ft' 0.11 m' 0.20 m' 0.30 m' Emco Lighting 1611 Clovis Barker Road San Marcos, TX 78666 (800) 227-0758 (512) 753-1000 FAX: (512) 753-7855 www.sitelighting.com ® Copyright 2008 Philips Group. All Rights Reserved. International Copyright Secured. Emco Lighting reserves the right to change materials or modify the design of its product without notification as part of the company's continuing product improvement program. 79215 56l090e Emco Lighting is a Philips group brand PH I LI PS FEATURES OPTICAL SYSTEM • Diffused anodized aluminum reflector. • Tempered, prismatic (T73) glass lens. DOOR • Die-cast aluminum regressed white door frame with gasketed flange. • Self -aligning butterfly door support springs. MECHANICAL SYSTEM • Die -formed steel upper housing with white polyes- ter powder paint. • Expandable mounting bars provide horizontal and vertical adjustment. • Galvanized steel junction box with bottom -hinged access covers and spring latches. Two combi- nation 1/2"-3/4" knockouts and three 1/2" knock- outs for straight -through conduit runs. Capacity: 8 (4 in, 4 out) No. 12 AWG conductors rated for 90°C. ELECTRICAL SYSTEM • Horizontally -mounted, medium -base porcelain socket with nickel -plated screw shell. • Prewired HPF core -and -coil ballast. • Thermally -activated insulation detector. LISTING • Fixtures are UL listed for thru-branch wiring, re- cessed mounting and wet locations. Listed and labeled to comply with Canadian Standards. Type Catalognumber ..#�.....jo........0�..... ...... .100......vp' .-)...�f,� ..................................................................................................... H.I.D. Downlights 11 " LAH ®. U Square Lens T73 Prismatic Lens Wet Location Horizontal Lamp Metal Halide or HPS Lamps j= 6115.2) Aperture: 10-1/8 (27.0) Ceiling opening: 11-1/4 (28.6) Overlap trim: 11-5/8 (29.5) All dimensions are inches (centime- Is-I/4 13J.11—'1 ters). 23 (58.4) ORDERING INFORMATION Choose the boldface catalog nomenclature that best suits your needs and write it on the appropriate line. Example: LAH lOOM lIRWT73120 Order accessories as separate catalog numbers (shipped separately). LAH 11RW T73 SeriesF Wattage/Lamp Doorframe Shielding Voltage Options LAH Metal Halide 50M MH50/C/U/MED 70M MH70/C/U/MED 100M MH100/C/U/MED Color -Corrected Metal Halide' 50MHC MPC50/C/MED 70MHC MPC70/C/MED 10OMHC MPC100/C/MED High Pressure Sodium 50S LU50/D/MED 70S LU70/D/MED 100S LUIOC/D/MED Notes: 1 Consult factory for 347V. 11RW Regressed T73 Prismatic 120 WLP With lamp. (shipped separately) white door lens 208 LRC2 Provides compatibility with Lithonia RelocSystem. 240 TRDA Tamper -resistant door assembly (includes two 277 tamper -resistant screws). For added protection, use in 347 combination with PCL option. Not availablewith flush white door frame. SF Single fuse. (7FW) PCL Clear polycarbonate lens installed in addition to standard lens. Accessories CSA Listed and labeled to comply with Canadian Standards. Order as separate catalog numbers HEB Electronic ballast BH24 24" steel bar hangers (2) for T-bar EP Encased and potted ballast. mounting. LSMC Set of 4 T-bar mounting clips for use with bar hangers supplied with unit (Not for use with BH24). GOTHAM ARCHITECTURAL DOWNLIGHTING © A DIVISION OF ACUITY LIGHTING GROUP. INC. got h a m 1400 Lester Road Conyers Georgia 30012 LAH 11 T73 DHID-430 dw P 800 315 4982 F 770 860 3129 An1%aAY8ra,kCwpany www.gothamlighting.com M b. I I" LAH Square Lens, Gotham Series Distribution curve Distribution data Outputdata Coefficient of utilization Single luminaire data 30'above floor LAH 70M 11RW T73, 70W MH70/C/U/MED lamp, 1.1 s/mh, 5000 rated lumens, test no. 2189021511 From0* cp. Lumens 5503 0 ° 1496 142 150 1425 402 250 1247 576 450 70 1032551199 5566 550 384 354 650 750 10000 108 85° 28 34 90° 5 Zone Lumens %lamp 00-300 1120 22.4 00-40° 1765 35.3 00-600 2675 53.5 900--1800 017 0.0 00-1800 3017 60.3* Fixture efficiency pf 20% PC 80% 50% 30% pw 50% 30% 50% 30% 50% 30% 61 533 2 5599 5566 56 5 5544 52 46 43 45 42 4 49 44 35 38 34 6 40 36 39 28 8 33 2299 32 2218 32 10 28 24 27 23 31 23 50% 10% beam angle 59.4° beam angle 99.2° Initial fc fc at fc at Mount at beam Beam beam Beam beam height center diameter edge diameter edge 8' 49.7 6.3' 24.9 12.9' 5.0 10' 26.7 8.6' 13.4 17.6' 2.7 12' 16.7 10.8' 8.3 22.3' 1.7 14' 11.4 13.1' 5.7 27.0' 1.1 16' 8.3 15.4' 4.1 31.7' 0.8 LAH 100M 11RW T73, 10OW M100/C/U/MED lamp, 1.2 s/mh, 8000 rated lumens, test no. 2187102208 From OP co. Lumens 0 2286 50 2296 218 150 2226 630 250 1977 915 350 1631 1025 550 6713 � 650 330 328 85° 511 55 900 14 Zone Lumens %lamp 00-30° 1763 22.0 00-400 2788 34.9 00-600 4329 54.1 0°-900 4881 61.0 0 0 00-180° 4881 61.0* • Fixture efficiency pf 20% PC 80% 50% 30% P. 50% 30% 50% 30% 50% 30% 52 2 59 5566 56 5544 5544 45 45 42 4 49 47 43 6 41 36 39 35 38 34 8 33 2299 32 28 31 28 10 2218 23 37 23 26•23 50% 10% beam angle 61.1° beam angle 103.3° Initial fc fc at fc at Mount etbeam Beam beam Beam beam height center diameter edge diameter edge 8' 75.6 6.5' 37.8 13.9' 7.6 10' 40.6 8.9' 20.3 19.0' 4.1 12' 25.3 11.2' 12.7 24.0' 2.5 14' 17.3 13.6' 8.6 29.1' 1.7 16' 12.5 15.9' 6.3 34.1' 1.3 LAH 100S 11RW T73, 10OW LU100/D/MED lamp, 1.2 s/mh, 8800 rated lumens, test no. 2189021408 From0* co. Lumens 0° 2745 50 2732 260 15° 2613 737 250 2315 1069 350 1939 1211 450 1361 1051 550 720 664 650 365 374 750 185 198 850 51 62 900 9 ORS/EC WATTAGE RESTRICTIONS Zone Lumens %lamp 0-300 2066 23.4 0-40° 3276 37.2 0-Wo 4992 56.7 �0 90-18000 0.0 0-1800 5626 63.9* • Fixture efficiency HID Maximum Lamp wattage wattage type 50W 75 Double Contact 70/100W 100 bayonet base Electrical Characteristics pf 20% PC 80% 50% 30% ow 50% 30% 50% 30% 50% 30% Wattage/ Maximum Line Current Input Ballast 120V 208V 240V 277V 347V watts Metal Halide (Power Factor 90%) 50M HX-HPF 1.16 .67 .57 .50 .43 72 70M HX-HPF 1.90 1.04 .90 .80 .60 95 100M HX-HPF 2.60 1.50 1.30 1.15 1.00 130 High Pressure Sodium (Power Factor 90%) 50S HX-HPF 1.24 .59 .50 .44 66 70S HX-HPF 1A5 .85 .75 .65 .52 94 100S HX-HPF 2.20 1.40 1.10 .95 .70 130 Tested to current IES and NEMA standards under stabilized laboratory conditions. Various operating factors can cause differences between laboratory data and actual field measure- ments. Dimensions and specifications are based on the most current available data and are subject to change. 50 52 41 44 33 36 30 33 27 31 24 28 50% 10% beam angle 60.3° beam angle 99.6° Initial fc fc at fc at Mount at beam Beam beam Beam beam height center diameter edge diameter edge 8' 90.8 6.4' 45.4 13.0' 9.1 10' 48.8 8.7' 24.4 17.8' 4.9 12' 30.4 11.0' 15.2 22.5' 3.0 14' 20.8 13.4' 10.4 27.2' 2.1 16' 15.1 15.7' 7.5 32.0' 1.5 Conversion Factor Use multiplier to determine candlepower, lumens and footcandles of other lamps. 50M =100M x .35 50S =100S x .43 70S =100S x .68 GOTHAM ARCHITECTURAL DOWNLIGHTING DHID-430 got h a m A DIVISION ACUITY LIGHTING GROUP. INC. 1400 Lester Road Conyers Georgia 30012 02003 Gotham, Rev. 01/03 P 800 315 4982 F 770 860 3129 DHID-430.P65 An4Acaay wdsCmparry www.gothamlighting.com IA L/THOVIA L/GHT/NG' FEATURES & SPECIFICATIONS INTENDED USE —For building- and wall -mounted applications. CONSTRUCTION —Rugged, die-cast, single -piece aluminum housing. Die-cast door frame has a 1/8"thicktemperedglassfens. Doorframe is fully g a skated with one-piece solidsilicone. FINISH —Standard finish is textured dark bronze (DDBT) corrosion-resistantpolyester powder finish.AdditionaI architectural colors are available; see www.lithonia.com/ arch colors. Striping is also available. OPTICAL SYSTEM —Segmented reflectors for superior uniformity and control. Reflec- tors are interchangeable.Three full cutoff downlightdistributions available: FT(forward throw), MD (mediumthrow) and WT(widethrow). Six uplight distributions available: FTU (forward throw, 10%up), MDU (medium throw, 10%up), WTU (widethrow,10%a up) and MDU5(up/down medium throw, 50% up 50% down), WTUP (pencil beam) and WTUC (column beam). ELECTRICALSYSTEM—Ballast 50W-15OW utilizes a high reactance,high power factor ballast. Metal halide 150W and below are standard with pulse-sta rttechnology. 35S utilizes reactance high powerfactor ballast. 175W utilizes constant -wattage autotransformer ballast Quick disconnect plug easily disconnects reflectorfrom ballastBallosts are copper -wound and 100%factory-tested. Socket: Porcelain, medium -base socketwith copper alloy, nickel -plated screwshell and centercontact.ULlisted66OW,600V4KVpulse rated. INSTALLATION —Universal mounting mechanismwith integral mounting support allows fixtureto hinge down. Bubble level provides correctalignmentwith every installation. LISTING—ULListed(standard).CSACertified(see Options). Suitable forwetlocations (damp location listed in lens -up orientation). WLU option offers wetlocation listing in up orientation (see Options). I P65 rated.25°C ambient NOTE: Specifications subject to change without notice. Catalog Number,A xr+ mat vAuwi, AZ Notes Type Decorative Wall -Mounted Lighting WSR METAL HALIDE 50W-175W HIGH PRESSURE SODIUM 35W-150W Specifications Length: 18.0 (45.7) Depth: 9.0 (22.8) Overall Height: 7.25 (18.4) *Weight 30 Ibs (13.6 kg) ' Weight as configured in example below. All dimensions are inches (centimeters) unless otherwise specified. ORDERING INFORMATION For shortest lead times, configure product using standard options (shown in bold). Example: WSR 175M MD TB LPI WSR Series Wattage/ source Distribution WSR Downlight distributions HA1 h FT Forward throw pressure MD Mediumthrow sodium (coated lamp std.) 35S1 WT Wide throw 50S Up/down distributions 70S FTU Forward throw with 100S 10% uplight MDU Medium throw with 150E 10%upli ht(coated Metal lamp std.1 halide WTU Wide throw with 10% 50M uplight 70M MDU5 Up/down medium 100M throw with 50% 150M uplight & 50% 175M downlight (coated lamp std.) WTUP Pencil beam2,3 WTUC C I b 23 Voltage == I I Ballast Options 120 (blank) Magnetic Shipped installed in fixture 2085 ballast SF Single fuse 120, 277, 347V 2401 CWI Constant OF Double fuse 208, 240V wattage DC12 Emergency circuit 12 volt 277 isolated (35W lamp included std.)a 347 2DC12 Emergency circuit 12 volt TBa (2, 35W lamps included)a TBV7 DC2012 Emergency circuit 12 volt 23050HZB (20W lamp included)s 20C2012 Emergency circuit 12 volt (2, 2OW lamps included)s DFL Diffusing lens Uplight Color Options' EC Emergency circuitlo,ll BLUE Blue IBS Internal backlight shield12 GRN Green PE Photoelectric cell -button RED Red type Wa TB/TBV)2.13 ORS Quartz restrike system11,14 YEL Yellow UCS Uplight component shield15 NOTES: o umn ear WLU Wet location door for up I 120V only. orientation 2 Must be ordered with fixture; cannot be field installed. CSA CSA Certified 3 Available with WT (wide throw) distribution only. NOM NOM Certified 4 Available with WTUC and WTUP only. 5 Must specify CWI for use in Canada. Shigped se ar(L ately 6 Optional multi -tap ballast (120, 208, 240, 27711); (120, 277, 347V in Canada). BBW Surface -mounted back box16 7 Optional 5-tap ballast (120, 208, 240, 277, 480V, not available in Canada). 175W metal UT5 Uptilt 5 degreest6 halide only. WG Wire guard 2 8 Consult factory for available wattages. 9 Not available with Sr OF or QRS VG Vandal guard2 10 Not available with QRS or DCs. 11 Maximum allowable wattage lamp included. 12 Not available with medium throw (MD, MDU, MDU5) distributions. 13 Not available with 347V. 14 Not available with EC or DCs. 15 Used with FTU and WTU distributions to conceal internal electrical components. 16 May be ordered as an accessory. . 17 See www.lithonia.com/archcolors for additional color options. 18 Black finish only. 19 Must be specified. 20 Must specify finish. Accessories20 Order as separate catalog number. WSBBW Surface -mounted back box WSUT5 Uptilt 5 degrees Lamp's LPI Lamp included LAP Less lamp (blank) Dark bronze, textured DSST Sandstone, textured DNAT Natural aluminum, textured DWHG White, textured DBLB Black, textured CR Enhanced corrosion resistant CRT Non-stick protective coating's 4%. NIGHTTIME FRIENDLY Consistent with LEEW goals & Green Globes"' criteria for light pollution reduction Outdoor Sheet #: WSR-M-S BM-120 - 0 WSR Metal Halide, High Pres sure Sodium Building Mounted WSR 175M FT TESTNO:LTL11336 I WSR 175M MD TEST NOUL11335 I WSR 175M WT TEST NO:LTL11337 ISOILLUMINANCE PLOT (Footeandle) ISOILLUMINANCE PLOTIFooteandlel ISOILLUMINANCE PLOT(Footeendle) 2. 11 .2 t- x t7 tx 0 Z z 0D 0 LL 1 O N Z 2 2Z w U 3 F N 4 0 1 2 3 4 5 175W metal halide lamp, horizontal lamp orientation Footcandl a values based on 12' mounting height, 128M rated lumens. Luminaire Efficiency. 52.9% .2 ti x O 1 x t7 2 F 0 j 0 LL 1 O N f- 2 2Z w U 3a N O 4 0 1 2 3 4 5 175W metal halide lamp, horizontal lamp orientation Footcandl a values based on 12' mounting height, 11080 rated lumens. Luminaire Efficiency. 60.2% WSR 175M WTU TESTNOUL11312IWSR 175M MDU5 TESTNO:LTL11310 ISOILLUMINANCE PLOT (Footeandle) ISOILLUMINANCE PLOT(Footcandle) 0 1 2 3 4 5 175W metal halide lamp, horizontal lamp orientation Footcandle values based on I mounting height,12800 rated lumens. Luminaire Efficiency: 69.7 % Initial Lamp Lumens Mounting Height Metal Halide 10' 12' 14' 16' 50W MH 3,900 0.43 0.30 0.22 0.17 70W MH 5,500 0.62 0.43 0.31 0.24 10CW MH 8,500 0.95 0.66 0.48 0.37 15OW MH 12,500 1.41 0.98 0.72 0.55 175W MH 12,800 1.44 1.0 0.73 0.56 High Pressure Sodium 35W HPS 2,250 0.26 0.18 0.13 0.10 5OW HPS 4,000 0.45 0.31 0.23 0.17 70W HPS 6,400 0.72 0.50 0.37 0.28 100W HPS 9,500 1.07 0.74 0.54 0.41 150W HPS 16,000 1.80 1.25 0.91 0.70 -2 x O 1 x Z z F 0 D O LL 1 O lA f Z 2Z W U 3¢ F2 0 - 4 0 1 2 3 4 5 175W metal halide lamp, horizontal lamp orientation Footcandl a values based on 12' mounting height, 11080 rated lumens. Luminaire Efficiency. 77.1% I� L/THON/A L/GHT/NGa An SMcuity8rands Company Sheet #: WSR-M-S © 2003 Acuity Brands Lighting, Inc., Rev. 10/30/07 4 0 1 2 3 4 5 175W metal halide lamp, horizontal lamp orientation Footcandl a values based on 12' mounting height 12800 rated lumens. Luminaire Efficiency. 62.4% Lithonia Lighting Outdoor Lighting One Lithonia Way, Conyers, GA 30012 Phone:770-922-9000 Fax:770-918.1209 www.lithonia.com FW: In N Out Page I of I Widero, Dee From: Catherine Otis [cotis@greenbergfarrow.com] Sent: Wednesday, July 08, 2009 6:11 PM To: Widero, Dee Subject: FW: In N Out Attachments: 20080373-Sight-Line-Study-ORO-VALLEY-090416. pdf Hi Dee - I wanted to clarify one of the items that came up in the BFD meeting this morning. You had indicated that we would need to screen our RTU's and match what the rest of the center had done. We had prepared a sight line study and it was submitted as part of our entitlement package that has been approved and it showed that our rooftop units cannot be seen either from the street or the houses on the hill. Therefore, this requirement would not apply to our building. [am attaching it for your reference. Also - I need to obtain a Zoning Letter for the title company - can you tell me how to do this and how quickly I can get it? Thanks and it was a pleasure meeting you today. Catherine <<20080373-Sight-Li ne-Study-ORO-VALLEY-090416. pdf» Catherine Otis, Associate Site Development Coordinator GreenbergFarrow 1920 Main Street I Suite 1150 1 Irvine, CA 92614 C: 714.287.62081 T: 949.296.04501 F: 949.296.0479 E: cotis reenbergfarrow.com W: www.greenbergfarrow.com NOTICE - This communication may contain confidential and privileged information that is for the sole use of the intended recipient. Any viewing, copying or distribution of, or reliance on this message by unintended recipients is strictly prohibited. If you have received this message in error, please notify us immediately by replying to the message and deleting it from your computer. 07/09/2009 LINE OF SIGHT SIGHT LINE A -A SCALE 1'=W-r SIGHT LINE A -A ENLARGED SCALE 1"=20'-0" INNOUT LINE OF SIGHT SIGHT LINE B-B SCALE:1"=50'-0' GreenbergFarrow A2614 9�"�° IN-N-OUT ir�se. G 261a L NO 2960450 f NO 296 W9 'BURGER KEY MAP SCALE: 1"=150'-O" -- rh SCALE: 1'=150'-0' I I �.J 4 0 75 150 300 450 600 IN-N-OUT BURGER SIGHT LINE STUDY SWQ ORACLE ROAD & TANGERINE ROAD SCALE: AS NOTED ORO VALLEY, AZ 2M313.0 04/16,2009 4PR 9 PROJECT NARRATIVE` V?�� IN-N-OUT BURGER " ORO VALLEY MARKETPLACE ORO VALLEY, AZ PURPOSE Project Description to accompany the Conditional Use Permit application for an In-N-Out Burger, a fast-food restaurant with drive-thru, located in the Oro Valley Marketplace in Oro Valley, Arizona. PROJECT OVERVIEW The Oro Valley Marketplace, conceived as a phased development, is a regional commercial center situated on approximately 113 acres located at the southwest corner of Tangerine Road and Oracle Road, consisting of approximately 794,241 square feet of office and retail use. The proposed +/- 3,265 SF In-N-Out Burger restaurant will have indoor dining, outdoor patio dining, and a drive-thru window. ZONING AND JURISDICTIONAL/REGULATORY APPROVALS The Oro Valley Marketplace is located at the southwest corner of Tangerine Road and Oracle Road, Oro Valley, AZ. The Assessor's Parcel Number for the proposed In-N-Out site is 220-04- 3390. In-N-Out Burger, located on Pad N of Oro Valley Marketplace, will be purchased by the In-N-Out Burger Corporation. Pad N is zoned Rancho Vistoso PAD (Area 4), Regional Commercial (C-2). DEVELOPMENT CRITERIA The development criteria specifies the approved exterior materials and finishes, building design features, site amenities, site lighting fixtures, as well as the landscape palette. The proposed In- N-Out Burger has been designed to be in harmony with the Developer's development criteria by utilizing building materials and colors that are complimentary with the existing commercial developments. The exterior color palette utilizes colors and hues consistent with the desert environment. Rendered elevations with signage for the In-N-Out Burger are attached for reference. It should be noted that all signage will be approved under a separate permit. The building and landscape setbacks adjacent to the Riparian Habitat have been honored. All service equipment (such as trash enclosures, transformers, drive-thru menu boards, and customer pick-up windows) are adequately screened from public view. Two cross palm trees, located to the north of the In-N-Out drive-thru, are to be installed as part of the In-N-Out development. P:\2008\200803730\214 Entitlement Coordination\Conditional Use Permit Submittal 04_16_09\200803730 Project Narrative April 2009.doc IN-N-OUT Oro Valley Marketplace Project Narrative for Conditional Use Permit April 2009 Page 2 of 2 Eighty-five (85) parking spaces, including four (4) handicapped accessible spaces are provided. The total required parking for all of Zone 9 (the south tip) is 186 per the final parking analysis prepared by Southwest Traffic Engineering, Inc., dated April 22, 2008. The total proposed parking for Zone 9, taking into account the proposed In-N-Out Burger layout, is 187. Site data for lot coverage, landscape area, and the parking summary for the entire Oro Valley Marketplace are detailed on the Developer's Master Site Plan. Specific project information for Pad N is shown on the In-N-Out Burger site plan INO AZ-ORO_VALLEY(SWC Oracle & Tangerine)-1 j. The site lighting fixtures and poles shall match Oro Valley Marketplace's standard fixtures in design and detailing and will conform to the Developer's photometric plan. All outdoor lighting fixtures will comply with Arizona's Dark Sky Ordinance. BUILDING AND CODE COMPLIANCE The stand alone In-N-Out Burger will be out -of -the -ground construction. At the time of this application, the Developer has completed the on -site improvements such as rough grading, paving, and installation of fire hydrants. No additional off -site improvements are anticipated for the In-N-Out project to move forward. All off -site improvements have been, or shall be, constructed by the Developer. However, as part of its construction program, In-N-Out Burger will provide its own survey, geotechnical investigation, foundation design, and soil preparation. Per the Town of Oro Valley Building Safety Department, the project will be designed using the 2006 IBC and 2006 International Fire Code as well as the following: 2006 IPC, 2006 IMC, 2006 IECC, and 2005 NEC. All local, state, and federal building and life safety and health codes will be followed. Any special inspections or permits requested by agencies authorized to oversee or monitor the construction process will be submitted and processed as required. ,0107.19AWIR91 Nk As designed the proposed IN-N-Out Burger restaurant will adhere to the approved design and development standards of the Oro Valley Marketplace. No variances, code or text amendments will be required or requested to gain entitlement approvals for the project. As the Agent for the Applicant, Greenberg Farrow, will work closely with the Developer's Architect to ensure that all the project documents will be coordinated and the entitlement approvals, plan check, permitting, and construction processes will proceed in an orderly fashion. The proposed In-N-Out Burger within Oro Valley Marketplace will be a positive addition to the Town of Oro Valley and Pima County. The company's focus on customer service and consistently high quality food product will be enjoyed and treasured by the residents of the Town of Oro Valley. Sincerely, Catherine Otis Site Development Coordinator GreenbergFarrow GENERAL NOTES: 1. THE AROSS AREA OF THIS DEVELOPMENT IS 0.76 ACRES 23 ACCEPTANCE OF THESE PLANS DOES NOT CONS1TNiE OR IMPLY ACQPTMICE 2. LET RUN AEA - 1265 SO. FT. OF ANY OF THE FOLLONNG FLOOR AREA RATIO CALOULATIOI A11N1(51 RETMNG OR OTHER TYPE(S� MANN ALLOWED. O3(076 A[i�ES) = 0.228 ACRES ANY REiidiCID COMIE STFI1C1lRE(ACTUAL' } �B� 3,265 SF. OR 0.08 AM O08 ACRES/0.76 AM = 1Q528 C ANY WAI IEN S WHOSE PRIMARY 6 TO FRICTION AS A BILDNG SETBACKS: 15' FRONT SETBACK RETENTION STRUCTURE. SEPARATE PLAN CHECK(S) AND PERMi(S) ARE REQUIRED, ALL N 15 REAR SETBACK ACCORDANCE NiH THE APPl1CANE CODES O THE TOM OF ORO VALLEY. 1 E70511NG M" RV PAD C-2 25. A DRAINAGE REPORT HAS BEEN PREPARED AND SUBMITTED N THE TOM OF 4. MINIMUM AREA OF LAWKWE OPEN SPACE REWIRED - 10%(0076 ACRES) ORO VALLEY NTH THIS FILM PRONGED - 24% (OAB AM) 27. L1EVT7DPER WILL INSTAL ALL UGLTNG N CONFORM ICE TO = VALLEY 5. PARING REOJPELENTS UfHIN COX NIGHT UW% INCLUDING SDRAGE, Ydl BE OWED TO RwK IED1IRER PAR09 p m THE GREATEST EXTENT ENABLED BY THE Wn UGITNG COX Im ELM IN SPACES 2 TAM dJQ • IS sPxTs / too0 SQ. Ft GTA . YIN A(Xf55HE SPACES PIROAED) 28. T% DE\ OPUENT PLN11S SIBJECT TO THE GENERAL NOTES AND N0'c CONDITIONS OF THE WaDPNETIT FLW Y PUT FOR 10TAL . 3, 6 . 49 PEAIREII SPACES2 ,24sIII ORO VAl1fY MARKETPLACE, CAg N0 -12 04 30. I Z9. LANDSCAPING THAT FALLS MIN THE Wff V19BUTY RANB.ES (SM SHALL 1FACIUflM FOR !) BE A MAXIMUM OF 3T HIGH OR PROVNE A G NOW OF CLEARANCE THE ROIL IEQMFD PAWM FOR ALL OF ZNE 9 (TIE SOM TP) IS IN PEA 1HE FINAL PARING ANALYSIS FOR AInIN IN OUARC oom NC DAHI ANSI. $ NNE tOru RNDPago PAAIAl6 30. FIRE FLOW SHALL BE AVAILABLE PRIOR TO COMBUSTIBLE COISTIMTOL AU/Nt ID wA 2Gf A ggAF Nm UroUT, 16G A CD N NHE 1. ALL_TAEATHER ACCESS WILL BE PROVMIED TO ALL STRUCTURES WITHIN THIS DEYLOPUENT. Q BASIS OF PROJECT IS THE PEST LINE OF THE FOR I S PROJECT FOR V ST LINE E 32. DRAINAGE STRUCTURES SHALL BE C(NSTRUCiED NO INSTATED ACCOFDNG SO QUARTBEAFER O ION 12 VALUER, RANGE 14 (KIAiER Of SECTION 3L 1NIN TO TOM STANDARDS AND PAD FOR BY THE DEVELOPER. ALL "AGE EAST, GLA EAST. CIA i SALT OF O MERIDIAN, TOM Ali ORO VALLEY, PIMA SRUCTLRES MUST BE DESIGNED TO HAMM A 100 YR TIOR EARLRIVE CORED AREV ATI OLAPoMG BONG 33. FURTER LOT SPLITTING OR LOT LINE ADJUSTMENTS MAY BE AIPROa BY 11HE 7. BA95 IF ELEVATION: ELEVATIONS ARE BASED (N NGVD I929 BONG T}E TOP CF A BRASS ARE BASER MOWING ADMINISTRATOR AND THE MAYOR AND COUNOL NPOI CtNSMIIION DN( IN CONCRETE, HIGHWAY RIGHT-CF-RAY WRIER STATION M6 +9044, NORTH WE OF THE THE FINAL � I FIAT. TAN(ERPE ROAD, S5 FELT NORTH OFPAIEIEtNT CEN1ERUhF 130 FEET EAST OF BRIDGE. CE 34MAINTENANCE Ala) OPERATION OF TIE PFWYAIE SANITARY SIERRA TO ITS PART OYR BIG WAVE E1F7ATZO • 2667.29 ((NGVD 29 O (ONECTION TO TIE PIIBUC SEWER Is THE RE"SEI ITY fl 00SRNG TOPOORAPNY IMfDRNATICN SHiOYIN HAS CLIQtATD BY THE 1IL8 0t0UP, INC. O TIE PROPERTY OWNER. BASED UPON IDS BULL FIELD S1RNEY EffOF*flCN. E THE OKR,%)CLOPER 6 RESPONSIBLE FOR BILE REF ECRN: STREET A iNS PROJECT 6 LOCATED WITHIN FNA FLOOD ZOE PER THE EFTEC11W TEMA FES MAP MINX AT HYDRANT LOCATIONS AL 0090040 IL A COHCITIONAL LETTER OF MAP REASON REMDNHC THE PROPERTY FROM X TIE DEC" SHALL. BE RESPONSIBLE FOR THE MAINTENANCE O ALL THE FLOOOP AN WAS PREPARED BY THE M 2 GROW, INC AND APPRM BY FIEMA N 2002 PROPOSED DRAINAGE STRUCTURES IPROGENTS MERE MACE TO REMOVE THE STE FROM THE TEMA FIACOZOEE AND A 37. OWPSiERS MAY NOT BE POSITIONED N A MANNER SO iMT OPENINGS FACE TMIGERiIE LETTER OF MAP ANEW (LOMR) WAS Sl18MIT1ED TO FAIA N SEPTEMBER 2D08 THE ROAD OR ORACLE ROAD - LNLESS FULLY ENCOSIED VIM A LOADING ZONE LOUR 6 CURRENTLY MEEK KV1EW X ALL ROR00F1(P IJEOIANICA VRi BE FULLY MIEEINED FROM ALL SURROUNDING ro. lO HiEV THE TOWN OF OD VALLEY, In SUCCESSORS, ROADWAYS NO PROPEM 34. AL STORM GRAN SYSTEMS DIS AR(i1G MTE NiLL BE EQUIPPED VTIIH A AND ASSIGNS, S,Al ARMLESS I AND ASSIGNS, HARMLESS T THE EVENT CE ROOOBS 11. N1LL NOT BE ALTERED, OBSIRUCIED MTHOUT TOM TRITON BLIAND OR EQTVALFNT FIRST FLUSH DEMff. K AIDE NE 1RPROVAL ff iNE 0R0 VALLEY UNCIL 40 ANY WASTEWATER DWRARGED INTO THE PUBLIC SANITARY SEWERACE SYSTEM 12 THE PRISED WAYS MIRE SFU BE 10RUC ACOONDWG 10 4D PLANS PRIOR OTHE $)IML MEET TE REIAIREUENTS OF THE MUSTPoAI WASTE ODNAICE (FbM COUNTY ORDNANCE NO. 1991-140, AS AYEICEDJ. E OF O TOWN 10 NNE ISSUANCE (F MIRY PERMITS FROM THE TOWN ENDEEA AND/ O2 BLINDING OFFICAL R BULL 41. jj{I{E OEIEILPER WILL APPLY WATER AS NEEDED TO CONTROL OUST DURING 13. ON -SITE PARKNG LANES DMIE) FOR SU-30 VEHICLE, DESIGN EQUALS CONSiRUCTIO. THE TORN OF ORO VALLEY WAS THE AMITY M CALL N ILO MPN ON -SITE ROADWAY iRAVQ WINES DESIGNED FOR Sl-30 W4 1E WAMM TRUCKS, AT THE DEeOER'S EXPENSE, DURING CNSIRUCIDN S31MCE VEHICLE DESIGN BASED ON M-40, 15 MPH OE4,71 SPEED. F WATERING 6 DENIED INADEQUATE BY THE TOM STAFF, N ACCOADMdCE 14. APPROVED IMPROVEMENT RAMS AND APPROIG ASSURANCES 41 BE WM PIMA COUNTY REGLATIONS, AR QUALITY 1111 BE NOMEED. REQUIRED PRIOR TO ISSUANCE OF WA1kNG PERMITS. 15. ANYRELOCATOK MODIFICATION. EL OF EXISTING UTILITIES AND/OR PLBUC NPRITCLENTS 42 COLOREDiE , OW PATTERNED OACRET TO BE USED FOR ALL PEDfSTFIAI CROSSINGS. NE05STATED BY THE PROPOSED OLVELO MiENT RILL BE AT NO EYPBFSE TO THE NEIUC. 41 ALL RETAINING WALLS 00 CRANA(E STRUCTURES SAL BE CONSTRUCTED OF 16, It FOLLOWING UTILITIES WILL FIRM SERVICE TO BUS DEVELOPMENT. MATERIALS THE SAME COLOR AS NAIVE ROC( FOUND CASTE. A POWER. WON ELECTRIC POO COMPANY 44. IN C7PUAN(E WTIH THE NEWLY ADOPTED CM CLL4VE1tX CODE B GAS SCUMMIEST GAS ONFORAMN SECT04 2S.IA6., AN 00 ABATEMENT PLAN ILL BE PRIM. N C WATER OiD VALLEY WATER UTILITY 0 SEWER PIRA COUNTY WASTEWATER MANAGEMENT ACCORDANCE NTH THE GIDEINES ESTABUSHED BY TDM STAFF. TELEPHONE QUEST COMIIAIE 45. AS IEQIRED N OYZCR SECTION 2SI. ALL OPERATIONS AND SPOILAGE SHALL FIRE PROTECTION GOIDER RANCH FINE DEPT' DO. BE CONDUCTED WTHN A COMPLMY ENCLOSED WONG OR M1HN A C CABLE 1EIE1/SO1 ODICAST (�gj,9H1E Q�R �Q,ESKiEp 10 T?EATGN YA("Y'J E uu4 STcAEu r�RuUO9VC UVE Otl 17, iHC5 PRO.FCT All BE SERVED BY ORO VALLEY WATER UTILITY HITCH WAS BB FROM PRIVAi� OR PUBIC STREETS OR A AREAS, OESIGUIED AS HAVING AN ASSURED 100 YEAR WATER SUPPLY BY THE ERECTOR 46. NO CONSTRUCTION, CLEARING Of YEVATIO. GROUND OSiURBAIC£, OP. OF WATER RESORCES WATERLINE EASEMENT HMIL BE PROMOED BY SEPARATE INSTRUMENT. ALTERATION OF ANY FOAM 6 ALLOWED WITHIN TIE CONSRVAMN EASENW, I& REQUIRED FIRE FLOW FOR iNS DEVELOPMENT 6 1,500 G.P.M. FOR A 2 HR DURATION. EXCEPT 1WMT THE REMOVAL NY NON-NAITIE VEGETATION AND MANTETIkEC 19. THE ON-91E SANITARY SEWERS, aWT PUBLIC SEARS WITHIN PIIBUC SEWER EASEMENTS OF NARY VEGETATION 6 ALOED AND 6 THE ff-W&ENUTY OF THE OR RIGHTS -OF -WAY, WILL BE PRIVATE AND WILL BE CONSTRUCTED, OPERATED AND PROPERTY MANAGEMENT ASSOOATIO. ANY AC(iN1ES NOT OPMY AlLM MAINTAINED ON A PRIVATE BASS, AND N ACCORDANCE NM AN APPROVED OPERATION AND REQIX AIPROYAIL OF WEE PROPFATY MANAGEMENT AS90OATIOR AND THE TOWN. MANTANTENANCE PLAN, F REQUIRED. TE LOCATION AND METIIOO Of CONNECTION TO AN 47. IT 6 THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN REASONABLE ACCESS TO DOSING PUBIC SANITARY SEWER IS SBECT TO REVEW AND APPROVAL BY THE PIMA THE PUBLIC TRANSIT SYSTEM. ACCESS MUST COMELY YTTR THE AMERICANS COUNTY WASTEWATER MANAGEILNT DEPARiNENT. WITH DISABILITY ACT. THE CONTRACTOR 6 RESP06BlE FOR ESTAIEUSwRG 2D. A PROJECT CONSTRUCTION PERMIT MUST BE SECURED FROM PIMA COUNTY TEMPORARY BUS STOPS F PERMANENT BUS STOW 9GNAGf 6 REAM OR ACCESS WASTEWATER MANAGEMENT BEFORE BEGNWWNG ANY WOW ON THIS PROJECT. IS PROHIBITED DIE TO CONSTRUCTION WTY. THE CONTRACTOR SHALL NOTIFY 21. A LANDSCAPE PLAN HAS BEEN S B ITIFD UNDER SEPARATE COVER. SUN TRAM IARR U C. MAN 623 4301n48 HORS PRIOR TO STARTING ZZ THE PROPERTY OWNERS, HIS SUCCESSORS OR ASSIGNS AGE TO: CONSiRUCTON OR REMOVAL OF ANY BUS SiOPS 1) KEEP ALL REQUIRED LANDSCAPED AREAS WANED N A WEED FREE, 48. PRIOR TO ISSUANCE OF ANY OERTCJATE O OCCPWms), THE CONTRACTOR TRASH FREE CClDT1DN. SHALL SUBMIT A TRAFFIC CONTROL PLAN THAT ADORE ADEQUATE SEPARATION 2) REPLACE ANY DEAD PLANT MATERIALS 17 M 90 DAYS AND, OF CONSTRUCTION ACTIVITIES AND GENERAL PUEILC ACCESS. 3) WAN THE IRRIGATION SYSTEM IN PROPER WOW DEER. 49. THE IANDSC,WiIC VIM ALL PUBIC SLYER EASEMENTS SHOWN HEREON SHALL 2J. THE SOTS ENGINEER OfRECORD OR OTHER PEO51ERli1 PROFESSIONAL CN. ET4A;fEEpR BE 14 ACCORDANCE WITH ME PLANING GAM ES OF PC T STANDARD NTH EXPfRRI N Tit AREA OF SOILS BR(NNEE W 91ALL OERTFY, IN 1911NC, THAT DETAIL W1Wl A-4. DEAIDRMANEM ALL SOILS OPERATIONS FOR TES DEIEIDPIENi MERE PERFORMED N ACCORDANCE NTH 50. SiRUCNRE$ ((I.E, MASONRY WALLS, FENCES, ETC) MAY EE NO FERMA ALL THE RECOMEWDAiIOMS AS SET FORTH IN THE GEOTEC38RCAL INVESTUTION BY ON 0R 7NR01J(#1 THE PUBLIC SEINER EASEMENTS E SHOW IEIEOI BY SPIDO E AND ASSOOAiES DATED FEEL 12, 2007 PROJECT 90. D607125A NTHIOJT SEPARATE WTTEN CONSENT Of THE PNA COUNTY WASTEWATER AND ANY ACCEPTED ADDENDA/ AAaDMENTS MADE THERETO. MAAGEMONT DEPARTMENT. SAD ONMEiR ALL FURTHER CERTIFY, IN TIETNG, THAT ALL MATERIALS UTILIZED ON 51. FIRE HYDRANTS CONNECTED TO AN APPRO10 WATER WRY OF 1500 GPM FOR THIS DEVELOPMENT ARE N CRFOi11ANCE"THE ACCEPTED PLANS AND FIRE PROTECTIONSHALL AND IT PW TO Ct SPECIFICATIONS. CERTFICATDNS, INOTING, ARE TO BE RECEIVED BY THE TO THE SITE 1E C06CE TRMERS TOM ENGMEER OF THE TOM OF iRO VALLEY PRIOR TO THE REQUEST FOR ANY ARE 001190ERED COMBUSTIBLE MATERUIS BUILDING PERMITS AND/OR INSPECTION AND THE REIEASE OF ASSURANCES. 52. APPROVED FiE APPARATUS ACCESS ROADS DIAL BE N990 AND N SONDE 2C LEE PEF SSiONAL INGNEER OF RECORD SWILL SUBMIT AS -BUILT RECORD DRAWINGS AND PDCR TO COMBUSTIBLE MATERIAL DIEUOY TO THE SITE. CERin N NUTNG THAT ALL BPROLEIIENTS, NEVER PPoVAIE OR PUBLIC, HAVE BEEN Q. AN APPROVED AUMMAIC MIOER SYSTEM STALL BE INSTATED DNOX710UT COSFRUCTi1). RAM, INSTALLED. ETC, N SIBSTANiAL CONFORMANCE ANTI THE EACH B1lM ACCEPTED BARS FOR THIS DEVELOPMENT, CERTIFICATIONS, N TR NG AND DE 54. TEMPORARY STREET SIDS SHALL BE INSTALLED AT EACH STREET INTERSECTION AS-BULT RECORD DRAWINGS ARE TO BE RECETVEO BY TIE TOWN OF ORO VALLEY A LIEN CONSTRUCTION OF NEW ROADWAYS ALLOWS PASSAGE OF VEHICLES ALL WAIT OF TIK USERS PRIOR TO THE REQEST FOR CERTICATES OF OCCUPANCY SNWNSTRUCTON SHALL BE CLEARLY IDENTIFIED WIH AN APPROVED ADDRESS. AND/CR FINAL INSPECTION BY MDEPARTMENT OF PUBUC NOW AND THE MEASE ASSURANCES, F iHF PROJECT IS PHASED THE ABOVE PERTAINS TO EACH PHASE � pESgO PUNS WILL OL SU8ITTED fOR CL6ifR0Al LOTS PAD$ PRIOR! 10 THE ISSUANCE OF ANY PEWITS BY THE TOM ENQEW AM/OR MWNG OTiCIAL DEVELOPMENT PLAN FOR R 4E LOT 28 toy �^ �,�^ ^❑On n^ �E gppApp� Z I UNSUBDMOED CO�MEftpgL (XNTER ORO VALLEY MARKETPLACE RANCHO VISTOSO-NEIGHBORHOOD 4 4g BEARING of a2 OV12-09-01 J �7 �� wOW _ E RV PAD 0 J x I BASIS OF EA a � \ \ i -T:Qr NEIGHBORHOOD 4 om sy DESERT SPRINGS I t:nu CATAUNA SHADOWS ESTATES (J• BK SI(ukP), PG 11 BK.41(M8,P), PG.24 12 Ti1S 1 bs, - _ sJn e T12S 7 1 CATALINA - _ I PAjN$AQESTE i STATE PARK pow6 R44��- B _ PROJECT AREA Is R. 1T L.51. LOCATION MAP Il OVNP Tan-25.]2'_ A 06,0535 A PORTION OF SECTION 5. 112S, R14E, G&$RM• PROJECT ! TOWN OF ORO VALLEY, PIMA COUNTY, ARIZONA - BOUNDARY/ LOT LINE A - al - _ -�I_� TANT%iiNif.40A- 1I AI �(�y�, _ LCrr 28 RIGHT-OF-WAY k� N _ _ DESERT SPRINGS G. (1 F BEARING PIM NC'OD'4TE i� ROW I _ MR, RVC, SR 46 3J � - J CATAUHA SHADOWS L-226.09 Ton-113.0E 4 OK. 42, PC. 60 CR-3 Qy /r0J70'11" �' q7 � M 1 � 1 S03'4253E A Om CT a LOT 28 PROJECT I ITE L) BOUNDARY V/L _ A l� O'OY P�BK_ S, SADES POINT ESTATES 48 CR-1 CATALINA STATE PAPK SR ® L.OT 28 SITE DEVELOPMENT PLAN LEGEND: SCALE: 1-'40. _ _ 1---- EXIST. SEWER, TELEPHONE �o EXIST. PAVEMENT & CURB ETC EASEMENT DIRECTION OF FLOW - EXMW PRIVATE SANITARY -__----p LOT LINE AND PROPERTY PIN SENOR EASEMENT NEW PAVEMENT & CURB - - - - EWNG WATER LINE EASEMENT ImC7 RETAINING WALL EJISTW WATERUNE,VALVF & FERE 4-0.00 TC ORO VALLEY MARKETPLACE �# HYDRANT 40 00 FG FINISHED ELEVATION - �- EASTNG SEWER LINE & MANHOLE 0 Tr FINISHED - BUILDING SETBACK -V 00 ELEVATION PIMA COUNTY ADDRESSING CON VAUOUR (5 MARINER PLACE---2951--- PROP. ONrTOURR I' I CEREMENT) ENGINEER _,OWNER/DEVELOPER CONTOUR (S' INCREMENTS) -2931- PROP. CONTOUR (I' INCREMENT) _�•--- ORO VALLEY MARKET PLACE - - - - - FLOW LINE CONTOUR (I' Nan ENT)-X-X--X- N-N-OUT'S UNITS OF THE 'ALB (GROUP, INC. N-N-OUT BURGER o IRR IStRICARON METER CONSTRUCTION 4444 E. BROADWAY 13502 HAL48URGER LANE .- ---. - - DaSTNO ADOT ROW LINE -'�" HANDICAP ROUTE TUCSON, ARIZONA 85711 BALDWIN PARK, CALIFORNIA 91708 ORO VALLEY MARKETPLACE PROJECT OVERVIEW SCALE: 1"-800' APPROVED: PIMA COIAVTY WASTEWATER MANAGEMENT OEPT. DAIF L KAiiiRYN E. CUOEUER, CMG TOW CLERK. iOW OF ORO VALLEY; ARRONA, NiMY CERTIFY THAT WS 1S THE TRUE AND CORRECT DEVELCIPWINT PAW AS APPROVED BY THE ORO VALLEY MAYOR AND TOWN C004GW. CW KAiHRYN E TDIVflIER, CAC TOWN CLERK DAIF NEW ADOT ROW LINE - - - - SECTION LINE CONTACT DAVID W. LITTLE, P.E. CONTACT: KEITH OLBERT �` `09 ni• ,... �"'°` TONN OF ORO VALLEY/PIMA PHONE: (520) 881-7480 PRONE: (626) 813-8277 0Vf2-Ovo - 0!f O ,-�- - TAPE R ONE RACK ------- COUNTY LIMITS FAX (520) 0-7492 FAX (626) 338-9173 DEVELOPMENT PLAN FOR BASES OF ELEVATION - - - - SUB -WATERSHED BOUNDARY LINES ��A SIGHT NSSUTY MANGLE SHEET INDEX: CONCENTRATION POINT SHEET 1 COVER SHEET TG- TOP Of CURB SHEET 2 DEMOLITION PLAN SHEET s`w- AN SDEW�ALK� SHEET 3 SITE PLAN SHEET GB. HPPAP- GRACE BREAK HIM PWttOWti FONT SHEET 4 GRADING/DRAINAGE SHEET FS- FIRE SERVICE SHEET 5 UTILITY PLAN SHEET WS. p WAYS SERVICE INVERT SHEETS 6-7 DETAIL SHEETS a LOT 28 OF ORO VALLEY MARKETPLACE » RANCHO VISTOSO- NEIGHBORHOOD 4 oAwO r. UT" KING A PORTION OF 7 SECTION 5, T12S, R14E, C&SRM, TOWN OF ORO VALLEY, PIMA COUNTY, ARIZONA DP1Aa eiwixmo DATE: MAY, 2009 ML.B NO. 185050-C-FOI/DIGS CONTOUR INTERVAL V LOT NO. 28 SHEET 1 OF 7 DEMOLITION PLAN LEGEND: EIaSRNG AREA TO BE REM04ED EXISTING UTILITIES TO BE REMOVED GENERAL DEMOLITION NOTES 1110N DDNA2TA�UA A"lEA EE R� CONSTRUCTIONBLIC THIS AjU 2 pTOu C S71N6 ICT PERFMONG Vf11EN�(1N(4i�CHENTO RE$a,1"AIN IN IOP ANY DMIAGE �FAJN*UNMI ?lXRE INGYIOR �QdTL ARE SHOhN ��pTTT1AT IONkrETH OR NOTT THOSE 3, PROCE�EVIITH �ANAGER1fOR N-NN T�URU N P 1G4. DUSTSHALL BE CONTROLLED BY WATERING. AVWWAAUtER 5. �Jla(TMEtJTM N TH MEUNfilic pA JIME! "0 WALTER ELING�p08T NA�p �p HYDRANT, MONy �5 B. YRESPMllS1 pFE OF ATH� p E�CATO1RtE►lTH gFCONIRUACT$GRANW�L°LSRBREV/�Ry 4A E M p�►�RR� THAT H� BEE$yNp�pOC$�A{EMpAGED OR DESTR y�YE�ID�µp7W�IU DSE{IApOL�lI1gON. 7' COUNTYL 4 A�L GUIDES O LA710NS�STNG TOhN, B. goNTRy_eA T °SH IIII ETAYHM 4 Ini TppHu AT" �TRACINT u�' §Qu DSHONTOA'�f OTH LINES DF RECORD NOTOSH0 0T THIS DRAG. ADlQUjf GHJ FLAGMEN SIGNS AND OTHER SAF B. qTY OF IARlUCSOgNNA DEPAR ENHE TO TftTM4gF1SEP�pO�[iTpF pQLNLIA ST�UgED�ITI�O�t DEVICES THE TIN 10. FIN ULAR P DA AS Togft L�q (SY�TO MAINTAIN SAFAF MOf1WAF Y PEDESTRIAN A D G 11 AANY PPROVE°�BY SI°1PEf21YSGIHNGN&S IN A PAND OYMERMOUTON PLANS MUST BE ER 12 AQOPYT ALL ME ONMOF A RESPONISIBLE°PERSON AND AVAILABLE AT THEU9iE8E 13, CAJACfENuSTRUCTURES IMPROVEMENTS OF DU DIRT AND OMS S�n6P�INTp�RT EN EE OyUDACENT SNgC;ARARITR 4�N�pgOON LLiANDUM�TCOAPANIES�D gGANY T OV12-09-01 LDEVELOPMENT PLAN FOR LOT 28 OF ORO VALLEY MARKETPLACE tXV4 RANCHO VISTOSO-NEIGHBORHOOD 4 BEING A PORTION OF SECTION 5, T12S, R14E, G&SRM, TOWN OF ORO VALLEY, PIMA COUNTY, ARIZONA MIRES a/m/mo DATE MAY, 2009 LOT NO. 2B scue T a �+TO R IKTMVA. i11 SHEET 2 OF 7 SITE PLAN pgpppgpLEGEND: AREAS 0 '�`a' VGS7. PAVEMENT & CURB SEE CONSTRUCTION NOTE NEW PAVEMENT & CURB ® PROPOSED HEAVY DUTY PAVEMENT RCOL CONCRETE PAVEMENT STRUCTION NOTE 10 LOT LINE RETNNNG WALL PROPOSED DECORATIVE CROSS WALK ® PROPOSED NUMBER OF PARKING SEE CONSTRCUC110N NOpTpE�y22 SPACES PROVIDED TMRU ® RC ® EXISTIING NIUMBIER OF PARKING TRTM 9 SPACES PROVIDED -X—X—X- N-N-OUT BURGERS APMXMATE 3 R EKISiNG CURB RADIUS DIMENSION UMITS OF CONSTRUCTION �. PROPOSED CURB RADIUS DMENSION NATEIiUNE,VALVE R FIRE HYDRANT _ _ _ _ EXISTING ADOT ROW UNE —�}- D511HC SEWER LINE & MANHOLE ---- NEW ADDY ROW LINE - — — - SUB -WATERSHED BOUNDARY LINES O TYPE II ONE RACK -_.m...,,. HANDICAP ROUTE SIGHT VISIBILITY TRIANGLE DETAIL �10' MAJOR ip� ,``�o,�o]ll]] P.A.A. L. 910a ATINOR 10 ��vvllll P.A.A.L. D� CONSTRUCTION NOTES 1 CONSTRUCT 6' CONCRETE CURB PER DETAIL 1, 9UT & ®CONSTRUCT 12' WIDE GROOVE FOR CONCRETE HANDICAP RAMP (2>MSTRUCT TRANSITION FROM 0' TO 6' CURB FACE HEIGHT. 3 CONSTRUCT 0' CONCRETE CURB. PER DETAIL 9A, SHEET 6. Q4 rawmAlSHAM 9E WET SET ARMOR TILE 4 TRACT 3 LONG TRANSITION FROM 0' TO 6" CURB ►Acx ��+T. ®17.5 LF. SCUPPER PER PC/COT STD. OTL 205 (TYPE 2) NTH 3' LOCAL DEPRESSION AND TRITON FIRST FLUSH INSERT. (5->CONSTRUCT V CONCRETE CURB PER DETAIL 1, SHEET S. 1 INSTALL BOLLARD PER DETAIL 11, SHEET 6 BY SEPARATE PERMIT. 6 CONSTRUCT 6' CONCRETE C{URRgB NTH • 1 ONS TICK "a A.A�A ENjTV�jt 8' h��C �182' pSTEP-OFF. �R 4 7 1pHyIEC�X NNIMIN�UMMC ACTF7�1pC�RUS�H77E�Dp AGG�gR7E�G�AETE EfASE �RS MA)fIMUM 1 OVER 12' MINIMUM 'THICK �y� �QNOIjjQN ADS O9" COMPACTED NA71VE GROUND ro IMOISTURE TS MA�)OAIICAII DENSITY OVER V�ERDCOMPACTEONAiIVE zSUQ( ®CONSTRUCT 4' THICK CONCRETE SIDEWALK OVER 6' MINIAUM1 3' SCREEN WALL PER PC/COT STD. DTL NO. 109. THICK 9OX COMPACTED MOISTURE CONDITIONED CIMNO PER DETAILS AND 4, SHEET 6. CONCRETE TO BE 5 x5 1 BICYCLE RACK PER DETAIL & SHEET 6. SCORED SURFACE MATCH ORO VALLEY MARKETPLACE PLANS. INSTRUCT 6' THICK 4000 PSI CONCRETE PAVEMENT OVER 6' '(CLASS III uNMUM 1HI�1C 95X COMPACTED CRUStTEO 2 TYPICAL PARKING STALL LAYOUT PER DETAIL 7, SHEET PC�REGA PAEIASEpN� DRIVETHIRU LANE AND pA�N BcA�SgE�O�VEERg1�Y N�IIUAYUAY�7�THICK Ai LEAS�a�ITNA)9M111DA DENSITY OVERDO ACTEDD TO �B. ®ASR{ALT)DECORATIVE PAVING CROSSWALK (CONCRETE OR STAMPED IUMIM ENCLOSURE PER DETAIL 3, SHEET 7, NAIVE GROUND PER DETAIL 3A, SHEET 6, �HANDI-CAP STALES PER DETAIL IA,,pSHEET 7. • 10 N C 6�TH� f.. $ GRATEANDFIUSHMSERTSTD. D1L 309 YA1H 36.537TRUCT TYPE 4 AR TO BASIN PER RRN'38.64�, INV. AC7F0�5 A�Ep�OVER 12" MNIMUp�Mc�77THICK MMOISTTUERRES C000NXDITpIONED GRAOXIUND SC¢ARICOMPFED �S�CT PoP-RAP PER DETAIL 2 SHEET 7. OVR CQMPACTED TO AT GRaTRID PER DETAILS 38 AN ®NSITANDy BPE BUp ER -SEE LANDSCAPE PLANS PREPARED BY HE 11 CONSTRUCT ACCESS RAMP PER DETAIL & SHEET 6. ®HANDI-CAP PARING SIGN PER DETAIL 1B. SHEET 7. STRUCT ACCESS RAMP PER DETAIL 10, SHEET 6. NOTE: FF ITg1 C�OpNTgTAHNOR gTHISIAPLALT RpEW THETTIISOILS MMMTIIMUM 7HIE ? CKEREPAVCEMPENT SECTIONSSSMHAZGO%IJJ. OV12- 09- 01 I-�O-l��S34B DEVELOPMENT PLAN FOR LOT 28 OF ORO VALLEY MARKETPLACE RANCHO VISTOSO- NEIGHBORHOOD 4 uWTIDIEr' BEING A PORTION OF SECTION 5, T12S, R14E, U61RM, TOWN OF ORO VALLEY, PIMA COUNTY, ARIZONA IVIRM 4/30/wo DATE: MAY, 2DO9 WLB 80. 185M-0-FOI/0105 CONTOUR INTERVAL I' SCALE: 1- 20' LOT NO. 28 SHEET 3 OF 7 f39. w a t 0 C 93sw FC 596�a f • 11 <76, Syr ,1 err e p �\ L?9399 A f 39.0 f 1 � 11 s.2xc ! �> ! ^ I 1 , 15 7 % 5 1 r— ! Aw �4 4 y � • 0 TL O- , � I ' ,w/F,_11�a0 I 1 The +".�..� • ..r.. o4...,..,4.4 a.:. WLB . m'e — � .�. GRADING PLAN 4444 E. Brlo q TYC•on, /u 8371 i P,� fs,a) 881-r.� �i C, '`f • 0 , � fl, 1 1 fit I 1 fit I !I; I .00 of I ' It! , r Ifl 1 if I I I I 1 ,fl 1 I i o p> r + rrl ti 0 ((; ! ;L�51.36j,11i1 1 ; Tw-472'I I <G! 1 !tll .. ! 041 rtr;i i, I1( ,I,i;l1t,) ' ri( f!I;; If II,,1!!'I ! "! 1I''I�rli ! )1 1 r� ! ! ri! If 1 rf,;lrr,1(,l,l! ?11 (; It I ( if Ifliij1111II:l i It ;) (lii� lilt i!i 1 1�`�:(Ijffilt!�r r ` If ADOrq�V a0r',; EAST OF ". I;,". st p �NA S7RACLE ROAD BARKIt '!r�( i IONrNG; If I ( /?r(iif Ifill�li/'1 !('ll !'l �:�:•r"Il,..,,r!!I it 1 CONSTRUCTION NOTES 1 CONSTRUCT 6' CONCRETE CURB PEP. DETAIL 1, SHEET S. ©CONSTRUCT 12' WIDE GROOVE FOR CONCRETE HANDICAP RAMP 2 STRUCT TRANSITION FROM 0" TO 6' CUIRS FACE HEIGHT. 3 STRUCT 0' CONCRETE CURB. PER DETAIL 9A. SHEET 6. 4 CTABLE WrNG SHALL BE WET SET ARMOR TILE 4 CONSTRUCT 3' LONG TRANSITION FROM 0' TO 6' CURB FACE HEIGHT. APPROVED FOUAL 17.5 LF. SCUPPER PER PUCOT STD. DTL 205 (TYPE 2) NTH 3' LOCAL ®DEPRESSION AND TRITON FIRST FLUSH INSERT. S STRUCT C CONCRETE CURB PER DETAIL 1, SHEET 6. 8 STRUCCTT 6" VATH 12" g NSTALL BOLLARD PER DETAIL 11, SHEET 6 BY SEPARATE PERMIT. �COON}CCRREETTE CC�URRBB ,SSTTETP--OFpF..� .� STRUCT 4g�ICK SITE AgpC�PAV�EMpEAN�T7�OVER � 8p' THICK 7 LEAST �21IAXMtUN�0VER I�(XyMllld COgM�PgApCT�FAC�CRpUSC�� AGOREGAIERBASE 12" MNMlA1 THICKT CONO�ONFDN DE OVER COIAPACT�EN MOISTURE GRIXIND MOISTURE E SSTT9OX OF ITS DENSITY OVEERAND COOMMPACTEEDD NA71VE PER DETAIL $ SHEET 6. GROUND. ©CONSTRUCT 4' THICK CONCRETE SIDEWALK OVER 6' MINIMUMISHEET 3' SCREEN WALL PER PC/COT STD. OTL NO. 109. THICK 90% COMPACTED MOISTURE CONDITIONED GROUND PER DETAILS 38 AND 4, SHEET 6. CONCRETE TO BE 5'x5 BICYCLE RACK PER DETAIL 8, SHEET 6. SCORED SURFACE MATCH ORO VALLEY MARKETPLACE PLANS. 6"1HICI(4,000PSIC�CRE7EPAVEMENTOVER 6' •0CLASS TYPICAL PARKING STALL LAYOUT PER DETAIL 7, 11 MINIMUM THICK 95R COMPACTED CRUSHED 6. CE AREA,DE�D� PLA COMCCPAACC DI A�GGGREEGATDRIVE E $ASE MR p1FE AND 2�I MINIMMUpM THICK 7S MAAyy(( ND DENSITY OVER COIIPACTE00 TO PAMNG CROSSWALK (CONCRETE OR STAMPED ®q�HA OUMPSTER ENCLOSURE PER DETAIL 3, SHEET 7. 9 NA GROUND DETAl 3NA, SHEET 6. HANDI-CAP PPSE�RR DETAIL IA..SHEET 7. OCONEF- +QO C014a E PS VEMENT CORED 7PAApRK�ING�SSTALLS TgTE HFgtST PEURSHMSERlTD. 01L 309 PATH N ROMPMAC AN�jWT FL -3�84. INV.a3&53. A GAriE B�OVER 12" MINIMUM THICK MOISTURE CONDITIONED GROUND SCARIFIED ®C0NS11TUCT RIP -RAP PER DETAIN 2 SHEET 7. AND COMPACTED TT) AT LEAST 90% OF ITS MA)3ft DENSITY OVER CFACTED NATIVE GROUND PER DETAILS 3B AND 3C, 3' HIGH LANDSCAPE SCREEN - SEE LANDSCAPE PLANS PREPARED BY ®THE WLB GROUP, INC. OCONSTRUCT ACCESS RAMP PER DETAIL 6, SHEET 6. 0HANDI-CAP PARKING SIGN PER DETAIL 18, SHEET 7. CZ)CONSTRUCr ACCESS RAMP PER DETAIL 10, SHEET 6. NOTE: R11�07N� C0NTCRF}ACCTCARVS�H{AQMT R�EEVI�EEVE W} THE SOIILS REPORT IMUM TIE 7EIC E PAVEMENT SECTIONSSHAIL OOYERrI. dLL 1'w°It M[ lK IIp�~ 0V12-09-01 DEVELOPMENT PLAN FOR LOT 28 OF ORO VALLEY MARKETPLACE RANCHO VISTOSO— NEIGHBORHOOD 4 DAVIID x BEING A PORTION OF �f'/�`9 SECTION 5, T12S, R14E, G&SRM, TOWN OF ORO VALLEY, PIMA COUNTY, ARIZONA wm 4/30/2010 SCALE- 1'- 21 DATE: MAY, 2D09 LOT NO. 28 coWOUR'iNTERvo w 01�'� SHEET 4 OF 7 UTILITY NOTES Q 15' WATER LIE EASEMENT BY SEPARATE INSTRUMENT 02 EXISTING 8' PVC WATER UNE 0baSTING 31.50 LF 2" WATER RIACE TO PER TW SM. DTL W-350 ATSECORPORATIONE REMOVED ® 2' WATER SERVICE CONNECTION PER TW STD. OIL W-312 WITH TRAFFIC RATED METER BOX Q5 EXISTING FIRE HYDRANT PER PC/COT STD. DTL NO. W-500, EXISTING 32,35 LF 6' FIRE SERVICE TO BE REMOVED © PER TW STD. OIL W-350 (BLIND FLANGE) �7 NEW 6' DIAMETER DIP FIRE SERVKE O NEW 2' DIAMEIER DOMESTIC WATER METER PER TW STD. DTL W-312 AND 2' DIAMETER COPPER WATER SERVICE TO THE NEW BUILDING. STUB NEW 4' BCS 5 FROM BUILDING. 4' BCS INV.-2635.16 INSTALL 4' DIAMETER SDR 35 PVC ONSTTE SEVER PPE AT A MANMAI SLOPE OF 2.X 11 INSTALL SEWER CLEANCUT ASSEMBLY TO GRADE PER DETAILS 4A AND 48. SHEET 6. 1© CONFECT TO EXISTING BCS 6' BCS WV. - 283271 0 EXISTING 2V SANITARY SEWER EASEMENT PER BK 62 M&P, PG. 19. UTILITY PLAN DATE MAY, 2W9 KB NO. I65060-G-FOVOID5 CONTOUR INTERVAL' 1' Ej EXISTING PRIVATE SSMH (PLAN PV-2007-021) RIM-2638.99 INV. IN.-2631.55 INV. OUT = 2831.45 1© EXISTING 192.02 LF 8" SEWER 0 0.50% (PLAN PV-2007-021) 1® EXISTING 325.80 LF 8' SEWER 0 0.702 (PLAN PV-2007-021) 0 EXISTING 6' SEWER BCS PER PC/COT STD. DTL. WWM 401. 1® EXISTING 8' SELtER INV. = 2632.27, 6' BCS INV. - 283242 E§ INSTALL 15M GALLON GREASE INTERCEPTOR MANUFACTURED BY JENSEN PRECAST, MODEL XJP1500G, BY SEPARATE PERMIT. INSTALL NEW I' GAS SERVICE PIPE AND METER TO THE NEW BUILDING PER SOUTHWEST GAS STANDARDS AND SPECF1CATONS. 21 MTALL NEW UNDERGROUND TELEPHONE SERVICE CONDUIT TO THE NEW BURRING PER QWEST STANDARDS AND SPECIFICATIONS, 2� INSTALL 1-6'x4Y BEND 2� INSTALL 1-6'x45' BEND AND i-8'x22 1/2' BEND © INSTALL 1-6'x90' BEND ® INSTALL 3/4' DIAMETER IRRIGATION WATER METER PER TW STD. DTL W-310 AND 3 4' IRRIGATION LINE PER LANDSCAPE PLANS. ® 10' ELECTRIC EASEMENT BY SEPARATE INSTRUMENT. © CENTERUNE OF EXISTING JOINT UTILITY TRENCH. INSTALL NEW UNDERGROUND ELECTRIC POWER SERVICE CONDUITS TO THE NEW BUILDING PER TUCSON ELECTRIC POWER COMPANY STANDARDS AND SPECIFICATIONS. DIP FIRE SERVICE, RESTRACEO mos PER TW-800. 4' SEWER TO DE DUCTILE IRON 10' EITHER SIDE OF FS CROSSING, UTILITY CONTACTS TIMM ELECTRIC POWER COMPANY SA ROMERO 220 W. SIXTH STREET �520) 770-7513 P.O. BOX 711 WON, ARIZONA, 85702 SAS SOUTHWEST OAS CORPORATION BRAD STENINGER 3401 E GAS ROAD (520) 989-5600 P.O. BOX 26500 TUCSON, ARIZONA, 85726-65M J33 I- WETMDRE, ROOM 2-43 (UD) 2922-7531 TUCSON, ARIZONA. 85705 CART F 8521 N. CORTARO ROAD (5 0 744- 91 00 TUCSON, ARIZONA, 85743 xum ORO VALLEY unlm MARK MOORE 11000 K LA CANADA DRIVE (520) 229-SODO ORO VALLEY, ARIZONA. 85737 ffmz PIMA COUNTY WASTEWATER MANAGEMENT BHASH RAVEL P.E. 201 N. STONE AVE., 2ND FLR. r520) 740-6586 TUCSON, ARIZONA, 85701 1 . a OV 12- 0VQ - 01 DEVELOPMENT PLAN FOR LOT 28 OF ORO VALLEY MARKETPLACE RANCHO VISTOSO-NEIGHBORHOOD 4 BEING A PORTION OF SECTION 5, T12S, R14E, G&SRM, TOWN OF ORO VALLEY, PIMA COUNTY, ARIZONA LOT NO. 28 SHEET 5 OF 7 NOTES NOTES 1' TYRCAL DRESS OMERUSE SHOWN 1. CONCRETE AND RELATED MAJMALS SHALL Ib11RY IN AIL RMECM WTN ALL APPUCASIE SUCTIONS a iTE QIRPEMf 1' TYPICAL LAJIE3S 1C-/3 Dom AT 2� O.C. 1. CONCRETE AND RELATED WTMALS BIVLL CQIPLY N ALL I/s• 1 EDII lPE v TER'!Q O711ERWBE 7FgMM B- RESPECTS WTH ALL APPLICABLE SECTIONS OF THE CLARDREN CAL CEEMENT UNLESSS SPECIFIED 0� � r ,[� 11TI'I 'Gli B EDITION THEAP.WA All GOIIUEIE SHALL BE CLASS TYPE v O[riNr LMf54 C71HARtbE [O k1S BATIE7 2. COmtfl JDNn ro M A IJNIYM 3/� fOLYsrTMTF JaNT 1 s' R - I". fILLER AT h1' O.C. MAIOAN, NXN MID ECRU - 4t12 MTi[II 2 CONTROL JOINTS. ro SE A INIWA s//Y POLYSTYRENE JOINT TILLER AT TO' 0.0. WfD.K/1A BM. MD [CA'Q PAOPOS© OAAOE � t)�, 3. KAIm4 RANG ANiB TO BE AT 10' WtlI. NIELRVN2 NID AIJIm WIN ANY ADLACDMi BO.TIAIX OP PCC PAVBIfIRT, PR�T- 1 •µ IrMR OONr. 1 IFAKOD PLANE A1NTn TO B[ AT 1d INAI(. NITJNAU AND � ORi gp S Q 1 � LBW 2 RAYE A 1 1/2 2NQ1 ANN/AAN KPIN AND MAY M SANdIT. GR AUONm 1F1N ANY AOJACEUJT BOLW/UC CR ►CG IAVEYbfT, HAVE 1/2 NCH BE 4. 4' THICK CAI. SHALL K U3© TALON A0,1AMT 10 SIOEWAX dR O.BK ISIL i �" A 1 MINIMUM VI AND MAY SAWAUT. AID PCO PAVLMONT. B - t A DMN OA 9IAC BE USED WEN ANUMNT TO SHIEWALN �. REOPEN CONE. AND PCC PAVFNCNT. RRV' rs AC PAYFM[NT S WEN I17110 VARIABLE CURB FACE NI1W7 M BfIICEIN D AID C C.F. HOLD M12 BATTIK AND Ir TOTAL RETORT PAW. re all Q VAEN ULINO VAIASLB CURS FAG( HF2GNf O SE71EE11 0' �XFNS9EO SURFACE. 1W AC PAVDART AND $' Cf. HOLD 4:12 BArrER AND Ir TOTAL NDCHT, FINISHED FUFA� •. I. ALL SURFAm Sl A BE STRAOR. LWFOM. FREE Of IPJY%. iN � •' ICY SHALL I�TIPo1y AAWq AND IMPERFECTIONS, VARY NAORS THAN &IN' WHEN � W�INAA � 4. ALL xAFAto 9VLL r BTRNCR, SAGS, MtLOLAFITIO AND MPEWECIO�UKS OIM S RfACES 10 FOOT STRAMT E000. 10' SHALL NOT YAIh' MORE MAN 0.01' WEN WEA"M WTH A 10 FOOT MAgR EDE to IRON M:"LIERCH OF rW"QG OPERATIONS ALL SOFAM 7. AMAJR SMOM NOTCH IS NOT A REQUTAEMDR OF THIS FRWT, SMALL BE SFTtAYED WIN A✓l-TYPE 1" 0.SBN G OOPCUMD. BUT 6 M OPTIONAL CONSIACION Al"Up"]9MT BY INiFCJi 7. RIDOJTAR SHOWN HQKCI Y NOT A REOIaiIFNT OF INS PERINI. TO PLANTER CURB BI.ROERS CONTRACTOR TO LplY NSTAIL.,10N Will IN�1-OUT �CR ro f'UCNO Bp CI BEONIOq OON$IpJCTpAL 10. IPDI COMPLETION Or two" OMATIDLS ALL tlittACES MUR IS. 0 I�ACTTORR TO I�OB�NSTALLATREQUI�pM 1ST iK�-Alm ti SHKI BE SPAA•RD WITH A •TYPE I' OJRNO OONPOLPp, PFM TO PLACING BID Ni BOOMING CONEIRUC110N 1`I/7 1 4 B e IV e• WALL -TYPE A- JMT SEALANT INALL "fM WALAJR IB NOT A REQUIREMENT OF TIRE POINT, BUT IS AM OPTIONAL a INSTALL -rVK A' JOINT SEALANT M ALL "M1Y SEALANT IS CONTR / MOMENT BY PLANTER CURB WITH 12" SIDEWALK "OT 0OMMSTIwCnON i°AEQUIREEMENT PERMIT.c"u'r 6PON0 70 ON SHTS 3 S 4 CONTRACTOR ' My TOM-Wi IBURGIN-OUI TOPIAC�tp BD OINNO CO/SiWIL'ROINJ. N OVT PRIOR Ai K 7S y 114-14 PIr�B'.10""' CONIRACTCi TO VERIFY ISTAtuTNO t11rN N-W-OUT PRIOR THAT WLLIDE TTICK DETAILS (TYP) N. ALL SUIFAf2S SHALL REC" A ME BROOM FMS11 TO PLACING w OR no-o CON"EXTp11 9. AL WRFAM SHALL RECEIVE A FINE BROOM FWEN. r4 REBM COT. r NOTES 1,� tr-PS DOWEL AT 2! O.0 1. CONCRETE AND ALAAFF MATaauB BNALL N R (PCC PAYEYOff aNLY) � Of WITH F THE �.W �rEE BE CURRENT � S plTPtOK.1 4 LW. rs THE OIL 600-0-3760P. TYPE V CEMENT UKASS O R.MSE SPEWED _ P4 RE5AR 0.9E 1.2% WCL AC BY w EMWCIM yF W11T' 2 CONTROL JONTI TO BE A MOO" 3/4• POLYSTYRENE JOINT _ - -' FILLS AT3d 0.0. WMINUM, BM. MD EMS • . •.• • •. .. 1 IEAKOO FLAK JOINTS TO BE AT 10' MAX INTERVALS AND 3 '• y .'-_ ' : r //��,,,,,� L'1"^ ®CR AUOB WITH ANY ADJACENT SIDEWALK OR PCC PAMENT, RATE A 1 1/2 NCH ACTIN DIDATH AND MAY BE SANODT. . t ALL PJIFACES St" K STRAIGHT, UNIFORM, ERIL Clf 1AMF& MOY IFINDV LARIM AND NPERPECTONS. UWOIBI SURFACES MEAN HOT VARY MORE THAN 0.01' WEN MEASURED VCH A 10 FOOT STRAIGHT EDGE. S REBAR SHOWN NOTION IS HOT A ff-f CENT d THIS PERUT. ! I r-P I Tr I BUT 0 AN O.19MAL QOWMCDON REQUIREMENT BY Nil -MAT OAlORi O TRACTOR TO MORN INSTALLATCM VIM N-N-CUT AS REQIAA[D PRM TO PLACINO 00 OR I EOANIND CONSTRICTION. Q INSTALL •TYPE A• JQNT SEAANT N ALL JDINM SEALANT 13 n6" CURB AND 18" GUTTER MDT A REQAREiON OF THIS PERI/T, WT li AN WINIHAL � Tmxww �I'�E�T By VOI WT �R�LR TO YA N YIN N-N-oIrt POOR TOMIIIMOI ENO CONK - TO Pu[NO BID oR eDOWINO OOIISIRlC11oN. GO © K IS 7. ILL BI.UIfACFS SHALL RECEIVE A FN[ BROOM /f1W7. L UPON WMPLERON O FIN NO OPUIATIONS AL NDFALTS OWL M SPRAYED WTH A -TYPE I• DURING MMPOAN. RtlM CCNL AT 24' O.C. YAX �� {{4a AITMIR AT Ir O.C. OF S SNOW XER[ON Ot CVF7ILY NKC N CORER or SPACED rlpy CwTEA.NE Di B.AI PCC SLAB 1 3 DRIVE-THRU LANE © A TS µ RESM COLT. AT 24' OC �LIt`� Jtre•B wr ze 0-C. AS YIOTN fIAWH RJIVEICKr PIA.4 N CFtREA Or SPACED FOCI CQiT[IlU1[ CR SIRE PCC SUB CJ 0ILEs �(,,,, I (IC «.1�0...,. :1-11 1 /� A Crw It,miw L1: r-, P-J. ettl vL oP rlpO.eull, Mit,ra CUM t Vpel M.- 44f L Bt000v.or 1-48-0 1 AE B371 t (520) 88R _74B0 NOTES 1. CONCRETE AID RELAM MATERIALS !MILL W-LY INLL A RESPECT$ WITH ALL APPI/d1WR A CTIONS OF THE CURRENT EDITION CI THE AP.WA. AL CONCRETE SMALL BE CLASS $$0-0-323W, TYPE V CCMONT UNLESS orxvr m 9ECIFIm NY THE [Hqr m1 2. CONTROL JONTS TO BE A WIN" 3/0 PMYRYrRENS JOINT FILLER AT 30 O.C..-UL SCR'. AND ECW& 3. KEA E D PLANE JOINT$ TO K AT 10' PEAK NIERVALt AND AIOWD WIN ANY AOAACTJIT CURB OR PLC PAYAAENT• HAYS A 1 1/2 MIDI MININIUM DEPTH AND WY BE SAWCUT. 4. AL S RFAQB SMALL AE ITRAIGHT, WFO*K RUE OF MUNK *ACE, MEWIIMIEf AND NPERiECRONi UNIFORM SURFACES BULL NOT VARY MOM THAN 0.01' WON YEAWRfD WIN A t0 FOOT SIRAICR EDoL S MBAR SOW NOTION IS NOT A REQUIREMENT Of THIS POOR, OUT 19 M CWIpMtL CONSI IACNOI RECEVEE ENT BY N-N-OUT OUP40M CONTRACTOR 10 YUlEY IM9TAL'ATION WITH N-M-CUT M40R TO RACING OD ON EONWD CONSTRUOTHRL S. INSTALL -ME A' JOINT SEALANT N ALL JOVM SEALANT 18 MDT A RBOL1RObNT Or MS ►OI IT, BUT N M OPTIONAL CONSTRUCTION REDLMEMDIT BY N-M-•OUT $URGER$ CONTRACTOR TO YC1aFY INSTALLATION WIN N--N-CUT RIM TO PLACED BD OR MON NANO WNSTRUCION. 7. ALL $WACR SMALL REWYE A FINE WIDOW FINISH. S. UPON COMPLEIIN OF RAWNO OPERATIONS ALL SURFACES SMALL BE SPRAYED WITH A -TM 1' COMING CWPDIAIE. /. WIR SMLX ABUTS ANY BILLING OR TIIASC ENCLOSURE ENTRANCE AND WON FEE PA%UWI ABUTS TRAIN ENCLOSURE ENTRA+CE INSTALL W-43 OCIIEL AT 1$' O.C. HOIf DROSS SLOPE OF LANDNC MOT CCMD IAA IN AW M I1 Nov- 1. PATp NO NOT ADJACENT TO CJRBIMC OR LMDSCAPINO Is20 rmr N LENc- __CONCRETE DRAINAGE FLUME A-a-M MAX OR SEE PLAN @6FT. ACCESS RAMP 0 A ZS NOTE- TRLNCATED DOMES NOT REQUIRED ON SERVICE ACCIM RAMP AT SURJUNO/DNVE TRCIOH. TYPICAL PARKING DETAIL A IS CLASS ll PARKING v�� Mom - DIM f4•. DIM M WE OF RANCHO AREA DOS NOT 0k I." N NM' DtltECT10U. 1 nGROOVED BORDER DETAIL Jr A SPACINGSPACINGt.� MH 1f AMA 1 CQITEP CORER SAIO - 0 i Ohl N 1-0 0 TOP OA. 68 901E AS BDA ' 0 DM PEAK 65A OF BASE DN _� ® O.ZIQ &ASE DM MN O.IT - / A.B3.7S MAX MAY R,{ OR SEE PLAN 0 BASS TO BASE NPAONC o.Its un 3 TRUNCATED DOMES @6FT. ACCESS RAMP 0 NT.S ® KLS NOTES 1. OOICAETE AND ROLATE0 MATERIALS DLAIL COMPLY N ALL KSPECTS WIN ALL APPLICABLE =710 1 Cl I CUNLTIT EDITION OF THEAP.WA All. CONCRETE SHALL BE CA&S DSO-C-32", TYPE v C[MOAT WILI.Q OTIERMSE SPEpFIO BY iK BLOATER. L OOHTRO- JOINTS TO BE A WNAAI 3/r POLYSTYRENE JT FK I Mn AT W DC MAIIILAL KW. O OHEfRS 1 1EAOID PLANE 43KM M BE AT Id W.K. INTERVALS AND ALIGNED RIM ANY ADJACENT CURB OR PIXY PAVEN IM, NAYS A 1 1/2 NCI MNIA M 0" AID MAY BE SANCUT. t ALL WAMACO liML BE STRAIGHT. UHFORIL FME Of NAMES. IRREGULAR AND OWUECTCIS UNFOOM SURFACES NOT VARY MORE MAN DO' INCH MEASURED \LTIM A 10 FOOT SERA r EVOL & ROM IHONN HEREON b NOT A 111"EMID(T or TAB Pa"T. BUT IS AN O/1CNAL COtlTWCTNON REOLRRflOiT BY IN-B-OUT BUROOR CONTRACTOR TO VERIFY INSTALLATION RCM 14-11-MT PRIM TO PLACINo Bp OR BECNNAg WNSTRUCIIOL Q lWTNL'11►[ A' JOINT WALMT N AL XPNIL SEALANT B NOT A RMIdid011' CR THIS PBNIL BUT 3 AN OPTIONAL CONSTRUCTION NEOIgIF)6IOiT BY N-N-OUT Bllfl QM CONIII10 PLACING PRIOR EDD OR K 7. All SURFACES SHALL RECOW A FINE IATOM FM9L Q UPON CWNLLICN d' FIA9'SIIO OP£f,ATQYS All SNDAC2i SHALL K =YED YJM A -TYPE-1 OJRWc CWPUND. fK gALWNOfD SILi1 1/ T/IHON MMS (WAN.). AROUND BOLLARD. INSTALL OOWA rED 0".- =^� OR fiQWAL NI IN HOLE n1IN-N-OUT BOLLARD ® TITS 1 6" CURB AND 18" GUTTER WiTH 12" SIDEWALK 0 ALS AT !GiT.Lr 1 1. /d PLAN VIEW M NUFACNRIIBA INC. 4DO2531111IIB. OR APPROW BY 040 EQMAIDIT. EARTH T04E COLOR AB M ED. -I- PER MAAIFACILIA$ SPECIFICATIONS. Sol i-4. ODNG MAB PROFILE `0 9 PROCTOR BICYCLE PARKING DETAIL TITS OAR 2 OO.C- NOTES I. MICE= AND RELATED YATBOALS SHALL COMPLY N ALL RESPECTS NTH ALL APPLICABLE SECTIONS D THE CURRENT EMIM W 11E AP.WA ALL COMPETE SHALL K CIASS SBCfUSEP. TYPE v M600 UNLESS OTHRIYSE SPECAIO BT M NOV, L 001111O JWIS TO BE A WNIW 3/4' POLYSTY101! JOINT PLAN AT ]0' D.C. YNYIY, NR1 ilD [Ci.1 1 DEAIDD PLAIT JaJT1 TO NE AT Id MAX NU TERVAAND AI41M "I" ANY ADJACENT SOERAAN OR PCC P"TWENT. NAVE A 1 1/2 NCN "WIN DEFN AND MAY BE SAICIT. 4. ALL SURFACES HALL BE SERA IT. IMITOet• rRRM OF AAP3 ws, NONiAAAIES MO RIPBFrZ"o" DNf01W SURFACES RE SHALL NOT VARY WOTHAN CAI' 'HEMEAWTO N NTH A YO FOOT SIRAIONT ®4L $. KeAR $40" HEREON I$ HOT AREQUIREQUIREMENTLT OF IM PERMIT. BUT IS AN OPTIONAL OOMSTRUCTIOM REOUIRDMY BY O-M-WT IDURQRS CONTRACTOR TO 1MFY NSTLLATION WDi N-N-0UT PRIOR TO RALtNC NO OR BppWMN CGN4TRLJE119W Q NBTALL -TYPE A' JOINT SEALANT N ALL JOINTS KA.AMT IS MOT A R[OIROONT Of THIS P1RMrt. Bert 19 M OPRONAL COOTRyCROM REC ARE EAI BY N-N-w7 BJRCM cOHIRACTOR TO MOFY INSTALLATION WIV "-OUT PRIOR TO PLA0H0 ND OR BEGINNINGCOdTIB1C}CL 7. ALL SMFAM SAL RECRE A FINE BROW FfKZSK I UPON COMPLETION OF FIN91MO OPERATIONS ALL BIIIMACES ORAL BE SPRAYED W TH A' M " CUING COWPQAD. L 4. 11t]( GAL SHALL M USED WMEH ADJAONT TO SDEVIAUC AND PCC PAVOIENT. Or ABC=I Ix 1�I,�1 �1�1 Ch7 I�'�`B i' iI11 1�� `I-�• NFAVY PAYEMENT lI:I I : N.., •I:I 1 NA.a,IT SMCTtHE 1 WTRvt AVEMENT DETAILS , I ID 1•B . OV12- 09- 01 I-�10-1�_538 DEVELOPMENT PLAN FOR LOT 28 OF ORO VALLEY MARKETPLACE RANCHO VISTOSO- NEIGHBORHOOD 4 BEING A PORTION OF SECTION 5, T12S, R14E, G86RM, TOWN OF ORO VALLEY, PIMA COUNTY, ARIZONA GATE: MAY, 2009 VU NQ 1I5050-C-1`01/0105 C@1T0(Rt INTERVAL: 1' LOT NO. 28 SHEET 6 OF 7 i AIO o• aReT a�1EETE6�'' �e�\(2twffAI PJ (VAN)(� COATS ATf PAINT, NOIE: = WAR ZOr( ALLOVID (M ALL aRECIlOR3) N NANOICAP PAMM AREA HANDICAP PARKING DETAIL L51M ACCESSIM.E WM ACCESS PARXWQ STALL WrAX NOTE: f1PRM VOOQEfs III fM mf (1/4 TON 101" 1N01(1VT OW) 2 RIPRAP N TS RCO V/ MEIOUlA7NAl (10 PAPoEIq 6T✓tlOL KACI( (PTIER P (f RW) Pt A WTI[ RVL[CTK BACE(7101M HANDICAP PARKING SIGN DETAIL AU TO Y RWO 1000 AROt ) ROCICI CONIC" — o (ti000 P.O fO OWPACfO0pp i REOTCINf dJLOR AIO TIXIIIRE LM moaTa INIpZO TRA9I1 OONTNNER R YL y � AR WIS ARCIEIF.CIIRIAL PROJECT OVIJ-W-O! . PAICWJR SEC7W PER MAIL 10 IWE" f 2 [AOI-71PE 'A' a POl7 fARRICA SCto ,VMS A (2) N CONT. a�u am uTaxa Tr tr A t100 ; SECTION A -A DUMPSTER ENCLOSURE 3 KTS MMNq w,NP . f,...ryln� The W.w OwVn 1AA 0- bcot.a k Town Phorb o 1 :WIML.i4w~ A,_ Iteplelt, MtOq yy L.VpPP, Pyypp. GTL� P_ tP ♦41a E Tampon, AZ 67i11 VGA(" (520) UI-7L �CLEANOUT 4 NIS F OV12-09`0f DEVELOPMENT PLAN FOR LOT 28 OF ORO VALLEY MARKETPLACE u� RANCHO VISTOSO—NEIGHBORHOOD 4 urns BEING A PORTION OF SECTION 5, T12S, R14E, G&SRM, TOWN OF ORO VALLEY, PIMA COUNTY, ARIZONA Of'IRFf f/3O/lO10 WE MAY, tooa LOT NO. 28 CWr«,a') WWk Fi'�'� SHEET 7 OF 7 GENERAL NOTES 1. TOTAL GROSS AREA OF THIS DEVELOPMENT IS .76 ACRES. GROSS AREA OF LANDSCAPE IS .18 ACRES. 2. EXISTING ZONING RV PAD, C-2. 3. THIS LANDSCAPE PLAN IS DESIGNED TO MEET THE REQUIREMENTS AND INTENTIONS OF THE FOLLOWING PLANS AND ORDINANCES: ORO VALLEY ZONING CODE, SECTION 27.6. 4, PROPOSED LANDSCAPE WILL BE WATERED WITH AN AUTOMATIC UNDERGROUND DRIP IRRIGATION SYSTEM. IRRIGATION SYSTEM WILL MEET ASIC MINIMUM STANDARDS. 5. PRIOR TO ISSUANCE OF GRADING PERMITS, LANDSCAPE ASSURANCES WILL BE COLLECTED. 6.IN THE EVENT OF ABANDONMENT, ALL DISTURBED AREAS OF THE SITE SHALL BE RE -VEGETATED PER THE REQUIREMENTS OF CVZCR SEC. 27.6.G 7. THE PROPERTY OWNER IS RESPONSIBLE FOR MAINTAINING THE IRRIGATION SYSTEM AS LONG AS NECESSARY IN ORDER TO TRANSITION PLANTS OVER TO NATURAL SOURCES. ANY PLANTS THAT DIE IN TRANSITION, FOR ANY REASON, SHALL BE REPLACED N ACCORDANCE PATH OVZCR SECTION 27, 'MAINTENANCE". 8. THE. PROPERTY OWNER SHALL MAINTAIN ALL PLANTS WITHMI THE BUFFER YARDS T'O'ENSURE UNOBSTRUCTED VISIBILITY TO MOTORISTS. 9. TREE, PLACEMENT TO BE FIELD ADJUSTED AS NEEDED TO AVOID PROPOSED SIGNS.:UTILIICS AND OTHER CONCERNS. _ 10. ALL PLANT MATERIALS. SHALL CONFORM TO NURSERY STANDARDS ACCORDING 70.1HE AMERICAN ASSOCIATION OF NURSERYMEN, INC., AND SHALL BE FREE FROM PESTS, EGGS` -DISEASES, AND REPRESENTATIVE OF SPECIES IN SIZE, QUALITY, FORM AND COLOR. PLANTS SHALL NOT BE ROOT BOUND, DAMAGED OR SUBSTANDARD IN ANY WAY. ALL MATERIALS TO BEAR ORIGINAL LABELS. 11. PER OVZCR SEC. 27. MAINTENANCE, THE LANDSCAPE SHALL BE MAINTAINED, BY T14E' OWNER, AS FOLLOWS: A. REGULAR WATERING UNTIL PLANTS ARE FULLY ESTABLISHED AND'CAPABLE OF SURVIVING WITHOUT IRRIGATION. 1 B. CHECKING. ADJUSTING, REPAIR AND REPLACEMENT OF IRRIGATION EQUIPMENT, "111 THE ORIGINALLY SPECIFIED MATERIALS OR THEIR EQUIVALENTS, AS � NECESSARY TO ENSURE WATER EFFICIENCY. C: PRUNING AND FERTILIZING- D. CLEARING OF DEBRIS AND WEEDS. v E. REMOVAL AND REPLACEMENT OF DEAD PLANTS WITHIN 45 DAYS AND WITH -< PLANT MATERIALS OF THE SAME SPECIES AND OF SIMILAR SIZE AND QUALITY. 1 F. REPLENISHING MULCH; AND G. REPAIR OF ARCHITECTURAL FEATURES. i-..t 12. ALL PLANT MATERIAL SHALL. MEET THE MINIMUM STANDARDS OF THE N ! ARIZONA NURSERY ASSOCIATION'S RECOMMENDED TREE SPECIFICATIONS AND THE AMERICAN p ASSOCIATION OF NURSERYMEN AS TO WE. CONDITION, AND APPEARANCE. 13. IRRIGATION AND/OR WATERING PLANS SHALL MEET THE MINIMUM STANDARDS OF THE :AMERICAN SOCIETY OF IRRIGATION CONSULTANTS 14. DURING THE LIFE OFTHEPROJECT, CONTROL AND ERADICATION - OF NON-NATIVE INVASIVE PLANT SPECIES SUCH AS SUFFLEGRASS, FOUNTAIN GRASS, SOFT FFAT14ER PAPPUSGRASS, RUSSIAN THISTLE, TELEGRAPH PLANT, DESERT BROOM, RAGWEED PtGWEED, BINRRO.B3RUSH, ETC. SHALL TAKE PLACE IN ORDER TO PREVENT itiE SPREAD OF SUCH . SPECIES ONTO ADJACENT PROPERTIES. 15 ALL-PLA"NG AREAS TO BE COVERED WITH A SINGLE LAYER OF 8' TO 8' SANTA FE GOLD DECORATIVE ROCK 18. NO IMPROVEMENTS BETWEEN THIRTY (30) AND SEVENTY-TWO (72) INCHES IN HEIGHT RELATIVE TO THE ADJACENT ROADWAYS WHICH MIGHT INTERFERE WITH THE PURPOSE AND INTENT OF THE SIGHT DISTANCE TRIANGLE SHALL BE PERMITTED, PLACED OR MAINTAINED WITHIN THE SIGHT TRIANGLE 17. OPEN SPACE CALCULATIONS: TOTAL OPEN SPACE REQUIRED - 10% - 0.076 AC. TOTAL OPEN SPACE PROVIDED - 24% - 0.18 AC. TOTAL AREA OF UNDISTURBED NATURAL OPEN SPACE -0. 18. LANDSCAPING WITHIN ALL PUBLIC SEWER EASEMENTS SHALL..BE IN ACCORDANCE WITH THE PLANTING GUIDELINES OF PC/CAT. STANDARD DETAIL WWI, A-4. 19. ON -SITE MOUNDING IS NOT OT EXCEED 3 TO 1 SLOPES IN ALL PLANTER AREAS. MAXIMUM HEIGHT WILL BE PROVIDED BASED UPON SLOPE AND WIDTH OF PLANTER. 20. 7EN-(10) FEET OF LANDSCAPED AREA -WITH EXCLUSIONS SPECIFIED IN THE (OVZCR SEC. 27.8,C.3.A}-WILL BE 'PROIADED AROUND ALL SIDES OF EACH BUILDING. 21. ALL TREES TO BE A MINIMUM SZE OF 24' BOX. ALL SHRUBS AND ACCENT PLANTS SHALL BE A MINIMUM OF 5-GALLON SIZE. ALL GROUNDCOVERS SHALL BE A MINIMUM OF 1-GALLON SIZE. 22. ALL PROVISIONS SPECIFIED IN THE MLP (OV12-04-30) APPLY TO THIS SUBMITTAL. 23. USE ROOT BARRIER IN ALL PARKING ISLANDS, TYP. NATIVE PLANT PRESERVATION I SALVAGE THIS SITE HAS BEEN CLEARED AND NATIVE PLANT REQUIREMENTS HAVE BEEN MET BY THE APPROVED NPPP FOR RANCHO VISTOSO NEIGHBORHOOD 4. ACCEPTED TOW OF ORO VALLEY PLANNING & ZONIR MIN LANDSCAPE PLAN FOR �LI VDU VO�J� LOT 28 OF ORO VALLEY MARKETPLACE RANCHO VISTOSO-NEIGHBORHOOD 4 CASE NO. OV12-09-01 ADOT RIGHT-OF-WAY PROJECT BOUNDARY ! LOT 28 LANDSCAPE SITE PLAN SCALE: 1'-W SHEETINDEX SHEET 1 COVER SHEET SHEET 2 PLANTING PLAN-40 SCALE SHEET 3 PLANTING PLAN -TREES SHEET 4 PLANTING PLAN -SHRUBS SHEET 5 HARDSCAPE PLAN SHEET 6 IRRIGATION PLAN SHEET 7 DETAILS SHEET a SPECIFICATIONS ONINERMIMMLOPER IN-N-OUT BURGER 13502 HAMBURGER LANE BALDWIN PARK, CALIFORNIA 91706-5885 CONTACT: KEITH GILBERT PHONE: (626) 813-8263 LANDSCAPE ARCHITECT THE WLB GROUP, INC. 4441 E. BROADWAY TUCSON, ARIZONA 85711 CONTACT: PETER RUMNEY, RLA PHONE: (520) 881-7480 FAX: (602) 221-1275 LEGEND: DECORATIVE CROSS WALK EXIST. SEWER, TELEPHONE ETC. EASEMENT PROPOSED PRIVATE SANITARY SEWER EASEMENT PROPOSED WATER LINE EASEMENT NEW WATERLINE.VALVE & FIRE HYDRANT {�- NEW SEWER LINE & MANHOLE BUILDING SETBACK ORO VALLEY MARKET PLACE CONTOUR (5' INCREMENTS) '--a.--- ORO VALLEY MARKET PLACE CONTOUR (1' INCREMENT) IR IRRIGATION METER GUARD RAIL EXISTING ADOT ROW LINE --- NEW ADOT ROW LINE TYPE 11 BIKE RACK R 4E UNSL"DfA)ED I �b�OCENIER UNSUDOINDED 3 . PAD Y i Ry� �p DESERT SPRINGS G �A N�GR&B 1000 4 BK 51(MiP), PG it T11 S BK 4LM+k C 24 ES A PAD 31 32 _ 1 T12S e 5 I .w P/J.AADES�O�RTE T�MC BB1IC( R44d16-S8 PROJECT AREA LOCATION A PORTION OF SECTION 31, h 32 T115 R14E,AND ,r A PORTION OF SECTION 5 T12S-R14E. G&SRM1, TOWN OF ORO VALLEY, PIMA COUNTY, ARIZONA - _ZVfM*NE ROAD / I fit E All' Jf -, PAUSA.E- 1. 4L -t M AS •- �a PROP. CONTOUR (1' INCREMENT) IN-N-OU,TS GRADING LIMITS EXIST. PAVEMENT do CURB - - - LOT LINE NEW PAVEMENT do CURB SR ORO VALLEY MARKETPLACE PROJECT .OVERVIEW 1--WIT 17 ram. C/M-l- a _ SIGHT VISIBILITY TRIANGLE ' - LANDSCAPE PLAN FOR LOT 28 OF ORO VALLEY MARKETPLACE RANCHO VISTOSO-NEIGHBORHOOD 4 347+: BEING A PORTION OF �+ SECTION 5, T12S, R14E, GkSRM, TOWN OF ORO VALLEY, PIMA COUNT(, ARIZONA OV412-09-01 The a._b�,� x". LANDSGAPE PLAN: LOT 28 LANDSCAPE PLAN _ �B -n° Fe,p-`-"' "'m , 0RQ VALLEY MARKETPLACE RV-N4 COVERSHEET _ . Group 444+ : 8�- - 0 ORO VALLEY, ARIZONA - er:. lLOson. Mzone (630) 981-1490 - SCALE- AS SHOW a+ew 166060(3F001 m 11 MAY M.11 --( .-O-rM PNR r C EJGSTTNQ BUFFER T AND REPI C n6?%mmmm� LANDSCAPE KEYNOTES O 20' SEWER EASEMENT-8K 82 M&P, PG. 19 O 10' ELECTRICAL EASEMENT BY SEPARATE INSTRUMENT Q ADA ACCESSIBLE ROUTE PER APPROVED DEVELOPMENT PLAN O TELEPHONE LINE OS EXISTING WATER LINES TO BE REMOVED O BOLLARD, TYP. PER ARCHITECTURAL PLANS_ O SIGN O RETAINING WALL PER APPROVED DEVELOPMENT PLAN O EXISTING JOINT UTILITY TRENCH (ELECTRIC, GAS, TELEPHONE) 10 2- WATER LINE 11 3 /4' IRRIGATION LINE 12 EXISTING 8' PVC WATER LINE 13 DRIVE THRU MENU SIGN 14 BIKE LOOPS PER APPROVED DEVELOPMENT PLAN 1S GAS METER 18 GAS/ELECTRIC.LINES 17 TRASH ENCLOSURE _ tg ELECTRICAL LINE 19 6- WATERLINE (FIRE) ® PRIVATE 8" SEWER LINE 21 FIRE HYDRANT ® 4' BUILDING SEWER LINE O EXISTING 16 WATER EASEMENT ® EXISTING TRANSFORMER © PROJECT BOUNDARY 2® ADOT ROW (NEW) PLANTING LEGEND TR__ MM YM�_ / L PLANT / L _ NAME 0�• 2 48" BOX 114 FT. 3.(r PARKINSONIA FLORIDVM MULT4TRUNK BLUE PALO VERDE [ j 2 24'BOX 17 FT. 1.0" PARKINSONIAFLORIDUM MULTFTRUNK BLUE PALO VERDE 10 24" BOX 17 FT. 1.S' Pia VENS�� PRAECOX STANDARD O 20 Z4' BOX / 7 FT. 1 A^ PROSOPIS VELUTINA MULTI -TRUNK VELVET MESOUITE v 2 26 FT HIGH - WASHMGTONIA ROBUSTA'TORNADO• SKINNED MEXICAN FAN PALM 'TORNADO'TYPE'C+' TRUNK FROM WHITE TANK PALMS P.O. BOX 810 6200 N. CITRUS RD. WADER., AZ 85366 1.800452-7258 (PALM) 1.623.036.1608 FAX) hftpJAwww.wt4b0Ankpvlms.com/ smntm SYMBOL OTY SIZE PLANT NAME COMMENTS O 4 1 GAL, ANISCANTHUSTHURBERI DESERT HONEYSUCKLE 0 17 5 GAL ASCLEPIA9 SUBULATA DESERT MILKWEED ® 16 5 GAL CAESALPINIA MEXICANA MEXICAN BIRD OF PARADISE A 4 5 GAL DALEA FRUTESCENS'91ERRA NIGIW BLACK DALEA 0 39 6GAL DODONEA VISCOSA GREEN HOPSEED BUSH O 2 5 GAL. ENCELIA FARINOSA BRITTLEBUSH 14 5 GAL. ,LEUCOPMYLLUIytANDI CDUM UUMDLANGMANLAE • 8 5 GAL. LEUUCOOPERHYCLLLL RIO BRAVO SAGE g 6 5 GAL LEUCOPHYLLUM ZYGOPHYLLUM CIMARRON SAGE ACCENTS AND OROUNDCOVER .`3Y►1UUL UIY SICE PLANT NAME COMMENTS ® 5 1 GAL, BAILEYA MLILTIRADLATA DESERT MARIGOLD >tF 8 6 GAL. DASYLnON WHEELERI DESERT SPOON t 4 8"-10' DIA ECHINOCACTUS GRUSONII GOLDEN BARREL • 62 6 GAL. HESPERALOE PARVIFLORA REDYUCCA • - 40 1 GAL. LANTANA MONTEVIDENg�g _ PURPLE TRAILING LANTANA • 46 1 GAL ROSMARINUS OFFICINALIS'PROSTRATUS' TRALNG ROSEMARY BUM OROUND COVER ALL PLANTED AREAS AND ALL AREAS DISTURBED BY CONSTRUCTION TO BE MULCHED WITH A SINGLE LAYER OF 8'-V DECORATIVE ROCK. COLOR TO MATCH EXISTING DECOMPOSED GRANITE. SUBMIT SAMPLE. LANDSCAPE PLAN FOR . LOT 28 OF ORO VALLEY MARKETPLACE RANCHO VISTOSO-NEIGHBORHOOD 4 Salt BEING A PORTION OF PIM SECTION s, T12S, R14F- GASRM, TOWN OF ORO VALLEY, PIMA CWNTY, ARIZONA carrouR IvratvAL•r OV12-09-01 ■ The.... I • a y.,A ,, B O� yd � P) LBNDSCAPE PLAN: LOT 28 LANDSCAPE PLAN m� 1650500FOOl _ L— N.' ORO VALLEY MARKETPLACE RV-N4 PLANTING PLAN-40 SCALE 11 MAY 2M L... v.c... N.,,w. - GroUp aw-w Ea.c E) l--y ORO VALLEY. AR17ONA - Y� T--B A/iiOne (520)881-7480 OM•MaN PNR d m H O t \� J B!G WASH BIG WASH �ESTORATION PLkNSf — EXISTING �S11IN09(APE ' - BUIFFERTO BE IA1AE1vEd� 1 AND REPLACED N IOBND \ \ \ DECORATIVE ROC( l 0' \20' ��,((�� JJ 11 LANDSCAPE KEYNOTE'S / it` AxtOk (�� IIII�O 20' SEWER EASEMENT—SK. 62 M&P, PG. 19 t� 11f Q 10' ELECTRICAL EASEMENT BY SEPARATE INSTRUMENT ADA Y 0 / 1111� DEVELOPMEN ACCESSBPLAN ROUTE PER APPROVED f ! Q4 TELEPHONE LINE �441 H I` 61 ljox 1I II 05 EXISTING WATER LINES TO BE REMOVED BOLLARD, TYP. PER ARCHITECTURAL PLANS 5 PER CILPE OVM I r ! i U7 SIGN I 11 08 RETAINING WALL PER APPROVED DEVELOPMENT PLAN Q9 EXISTING JOINT UTILITY TRENCH (ELECTRIC, GAS, d0 r ! I 1 TELEPHONE) LANE 1 ' 1 10 2" WATER LINE 1 / I I 10 34"IRRIGATION LINE ® EXISTING 6" PVC WATER LINE I rl llll10 DRIVE THRU MENU SIGN Irrr® BIKE LOOPS PER APPROVED DEVELOPMENT PLAN 1 ffil ® GAS METER 11 ! f 1 u ® GAS/ELECTRIC LINES I • I !!1® TRASH ENCLOSURE 1 ELECTRICAL LINE ! ! 1 6" WATER LINE (FIRE) r I 1 rlr Irl`lr7�fl® PRIVATE 6" SEWER LINE' , I 'I Illlfl ® FIRE HYDRANT ti, 1 r 1 ,rr r lr f l f J f r�rli'® 4" BUILDING SEWER LINE EXISTING 15' WATER EASEMENT • r I I IJ r ! rl r rr !r,® EXISTING TRANSFORMER PROJECT BOUNDARY ADOT ROW (NEW) 1 r r 1I ��r� !l �rlrr rrrrlr�1r i' r'rr r� I !r!� riq!l • r rr! rrr! ! r rl r I f l lll�llrll rr!!l r �i a j j yll Il 2 Jr!!rl l�fl�Illl� I W ^ !rr rrr I 1I1� II111lrrrrrr!(r!!r/ ! J,)ful I �Q I r r r rrr�rri rllr lr� � II Ir rr lr ! rr rr/ C1E RO ! ! r f� OF ! r IlI JII lr�rl rr r aooT R/w vaR1Es CA ORACLE pROAD P.C. z )NO, r�rlrrr�rl rr ! r ! ! It l !� ! 1l Ito!! rl/ I I ! r ! I f I x>„ ! coxTIM IHIERNAL==,' PLAIMKO LEGEND TRH SYMBOL OTY SQEIWAHT CALIPER RANT NAME COMAN3NTS 4r 2 0 2 to C8 20 2 W BOX 1U FT. 2A PAWWSOHARORDW tALTI•TRUW BLUE PALOVOW 24'BOX17 FT. IA' PARNSOWRORDIM IAUI.TI.IRIRK BLUE PALO VDIDE 24'SWLI7FT. IS PAPoUAOANPAAE= 6TA14M PALO VERDE 24' BD)U7 FT. IN PWOSON8 VELUIIm VELVETMESOUrTE MILTI.TRW 23FrHW 1WBHNNQf3ffppA11MRT)BUBTA90RNAD0' D �FWIPALM "IDAW00'TYPEW Runl RIX T Ri0A1 Y6ITETE TM6LPALN3 14iar2d8 A hftpAmw SHRUM BYLBOL OTY 81ZE PLANT NAME COMMENTS Q 4 1GAL AHBGWIMISTNUROM DESERT H NEYSLIGO.E 17 5GAL ASCLEPMSU18U1ATA DESERT MUOhEED ® 16 6GAL - CAESALMAMORMYI MEIOCMI SIRD OF PARADISE Q 4 6GAL DM.EAFRUTESCENS14EWANGRK B=W,LEA - b 36 50AL. DOOOIEAVOOM GREENNOPSEEDBUSH 2 6GAL ENCEUAFAWNOSA BRRREBUSH 14 6GAL. IEJCCPHnLUM CAMNOW TWNOERLLWDSAGE ® 6 661E LEUOOPHTLLUTALMWWAE RIO BRAND BAGS e S SEAL. LEU0OPHVU.UUZYGOMftUUM OMARRM SAES A11:CEfM AND GROIR6COVER SYMBOL CITY SIB PLANT NAME COAENTS Q 6 101E BALEVAMATIP"TA DESERT MARIGOLD 6 60AL. DASYURt@4NHEELBI6 DESERT SPOON 1 Y 4 V-10DUL EgR10GICTLEGWISOW GOLDBI BARREL 62 601E NESPEI/ILOE PARVFIARA RED YUCCA • 40 1GAL LAATAANNONTEVD m PURPLETRALMLANrANA ® 46 1 GAL ROBA AAKA OFFM 6IMT MTU6' TMIUNO ROSEMARY Dow ORONPO COVER ALL PLANTED AREAS AND ALL AREAS DISTURBED BY CONSTRUCTION TO BE MIRCH® VVRH A SINGLE LAYER OF 87$ DECORATIVE ROCK. COLOR TO MATCH E)OETING DECOMPOSED GRANITE. SUBMIT SAMPLE. NOTE: USE ROOT BARRIER IN ALL PARKING ISLANDS, TYP. 1-80�'1�-53�8 LANDSCAPE PLAN FOR LOT 28 OF ORO VALLEY MARKETPLACE RANCHO VISTOSO-NEIGHBORHOOD 4 BEING A PORTION OF SECTION 5, T12S, R14E, G&SRM, TOWN OF ORO VALLEY, PIMA COUNTY, ARIZONA OV12-09-01 CrpW—IrQ PI.—i g !lJ—Yna wThajXro,r M fer VALE- I"-2d W B an°'..I.O a d1.TT.o.� P"n°i1b., .• LANDSCAPE PLAN: LOT 28 LANDSCAPE PLAN m. lesoeocARoo1 Laa V.oand "O"°"r�. �""' ORO (ALLEY MARKETPLACE RV-N4 PLANTING PLAN -TREES o. I1 MAY2000 Group ++-L4 a--= �—,d „- 0 ORO VALLEY. ARIZONA m _ Tua.p1. A,trnn. - (.xo).N_7180 - a4'+e« Prwc 1 I � I � � I / BIG *4SH Y / BIG WASH "(RESTORATION PLANSf / l IV LANDSCAPE BUFFER TO BE REMOVED AND REPLACED IN KNA \ DECORATIVE ROCK �\ c 0' \20' 40' 6( f � o b I IIl LANDSCAPE KEYNOTES O 1l110 20' SEWER EASEMENT—BK. 62 M&P, PG. 19 1 I111O NELECTRICAL I AL EASEMENT BY SEPARATE ADA ACCESSIBLE ROUTE PER APPROVED DEVELOPMENT PLAN f ® TELEPHONE LINE OOX f11 j 0 EXISTING WATER LINES TO BE REMOVED I bOi f 1t 1 © BOLLARD, TYP. PER ARCHITECTURAL PLANS { 1 4 f f f SIGN I f II I •08 RPETAINING WALL PER APPROVED DEVELOPMENT LAN 1 �' 1 If j Ifp � NG JOINT UTILITY TRENCH (ELECTRIC, GAS. I ® 2" WATER LINE (CAPE PLAN I G �{�,, I I I 111 ;y"IRRIGA710N LINE /, I O" 1 III® EXISTING 8" PVC WATER LINE I I® DRIVE THRU MENU SIGN. Jnwti' I ll f11 1® HIKE LOOPS PER APPROVED DEVELOPMENT PLAN f l l Ila GAS METER f B 1 1 f l f ® GAS/ELECTRIC LINES 1 ,I 1 11111® TRASH ENCLOSURE ELECTRICAL LINE r 111 , l I,JIIrI,�I 6" WATER LINE (FIRE) !fl® PRIVATE 8' SEWER LINE I 'if I11 ® FIRE HYDRANT '' 1 ! l •, !! f 111/ Jl! !® 4' BUILDING SEWER LINE Il /I I fI 1 j 11 ® EXISTING 15' WATER EASEMENT 1 ! ll, ,l 1, �(a EXISTING TRANSFORMER 1 4► !! Il Il/ll,lll10 PROJECT BOUNDARY ADOT ROW (NEW) 1 I r / /I' f 1 f 1'11111LIIIII � I' � if 1 JJ !T I If I JI I Jl lir 111 � llllll�ll� l�llll'! I I ! 11, fflf R 1 EAs7 of 2 ! llllJl I,IfI 11 fll I lAoo7 a/My VARIESVARIESCAT A 7 P ROAD P.C. zONINa SR J1fil l,1f/Iill , 1 a, , J 1 a 1I1/1,1/III I,f Ilf� j , C) I ,I I 1f 34712 I ! I 1RU , CONTOUR INTE1VAU4 PLANTING LEGEND SYMBOL OTY SIZE IHEIGNR CALIPER RANT NAME COMMENTS 03 2 W OOXI S FT. 5.P PARKNSOW FLORDUA WITI�T(AIA( 4 ( BLUE PALO VERDE - 2 2rBGXITFT. 1.7 PARKNSONAFLORDW AOAT4TRUW( c( BLUE PALO VERDE 10 2P80OUTFT. tr PMOUNSOMAPRAEOOX STANDARD 0 PALO VERDE C8 90 21r9OXITFr. U' PROSOPIS VELUITI(A VELVET ME90UTE. MULhTRUN( 2 26FTHOH YIA611NGTOfNgpgU6TA'TORAMW SKINNED MEA7� FM1 PALM I ORNADO' TYPE '0v TRUWFFFROM WHITE��O&. N- 8168� PALMS 1-8W252-T256 � "I MRUU SYMBOL OTY SIZE PUWT NAME OOMMIB118 © 4 - 1GAL ANWANTHUS THLRIERI DESERT HONYSLOU m 11 6GAL ASCLSWSUBULATA DESERT MILKWEED ® 15 5 GAL CAESN.P WA MIEXICALNA M 1EXICAN BIRD OF PARADISE 4;Y 4 50AL DALEA FRUTESCENS VERNAl60AA' V" OALEA 19 6GAL. DODONEAVWM . GREEN IiOPSEm BUSH 4 2 6GAL ENCELNFARNM BRRTLESUSH . T 14 5 GAL L31CDPKfLL{M CHE M THLI DERCLOW SAGE ® B 5GAL. LFDCOPKULM LANOMAHAE RID BRAVO SAGE .e 5 50AL -C ZYGOWMLUA 6kUM ACCENTS AND GROUNDCOVER SYMBOL OTY SLZE PLANT NAME COMMEIM Q S 1GAL BANEYAWATIRADIATA DEMMMISOLD ( :6 5GAL - OAmmOMWHEEIEPo OESERYSPGON � < r-ITDIA E]WDCACTUSORUSOW - GOLDEN BARREL.. - . 62 6GAL FESPERALOE PARVIFLORA REOYUCCA 40 1GAL WITANAMOIREmeas PURB TRU MG LANTANA ® 46 1 GAL ROS AtANM OFF10" PROSTRATING TRam ROSBvAY INWr GROUND COVER ALL PLANTED AREAS AND ALL AREAS DISTURBED BY CONSTRUCTION TO BEMULCHED WITH A SINGLE LAYER OF B"4' DECORATN£ ROCK- COLOR TO MATCH EXIB-nNG DECOMPOSED GRANITE. SUSMIT SAMPLE. LANDSCAPE PLAN FOR LOT 28 OF ORO VALLEY MARKETPLACE RANCHO VISTOSO-NEIGHBORHOOD 4 BEING A PORTION OF SECTION 5, TIM R14E, G&SRM, MVM OF ORO VALLEY, PIMA COUNTY, ARIZONA OV12-09.01 U..■n....(„p ('k b—.a eu..�.yi„p iu .- b. - ... SCALE. 1"■2W ■ TiIA U.16. ",�', Ph.—W. LANDSCAPE PLAN- LOT Z LANDSCAPE PLAN ;,.. ,Besoeso(3Foo, WLB O in.G" N. -d. ORO VALLEY MARKETPLACE RV-N4 PLANTING AN SHRUBS 11MAY IDOB Group 4444 t Bro�siwwy ORO VALLEY. ARIZONA .e Tuoeon, drl-Lone (62o189t-7480 wno"M P1dR d I� ( t � 1 I I � \ I / i BIG V44SH BIG WASH `VESTORATION PLIANSf `1 1 1` \ 6 I \ \ I ' I � 1 LOT 28 1 r PAD N \ 3,265 S.F.- 1 I FF = 2639162\ .I �L \ \ \\ 3 \ \ 3 8 I 0' \20' 40' 60' I u 1 I III LANDSCAPE KEYNOTES I I I 111�D 20' SEINER EASEMENT—BK. 62 M&P, PG. 19, I I I Q 10' ELECTRICAL EASEMENT BY SEPARATE I rI I J11� INSTRUMENT ADA 1 1 ' IIIIO DEVELOPMEN ACCESSBPLAN ROUTE PER APPROVED 11I1 ® TELEPHONE LINE Il II 11 JJ,I 105 EXISTING WATER LINES TO BE REMOVED I ! I I III + © BOLLARD, TYP. PER ARCHITECTURAL PLANS II 11 II II11 I © SIGN I ! 1 I III I 08 RETAINING WALL PER APPROVED DEVELOPMENT I ! 1 1 11I I f !1 J III I lO LAN JOINT UTILITY TRENCH (ELECTRIC. GAS, TELEPHONE) 1 II! I I 2 WATER LINE 1 ! I ll! I I 1© WIRRIGATION LINE I 1' Il III I I ® EXISTING 8" PVC WATER LINE DRIVE THRU MENU SGN I I1 1 11 I ® BIKE LOOPS PER APPROVED DEVELOPMENT PLAN I1'!'® GAS METER I I I! I I I f I GAS/ELECTRIC LINES TRASH ENCLOSURE ELECTRICAL LINE 6' WATER LINE (FIRE) I II r 11!'� !j If 1111® PRIVATE 8- SEWER LINE 1 I II I I If If ® FIRE HYDRANT 4- BUILDING SEWER LINE I 1 I 11 ! rliJ III1® EXISTING 15' WATER EASEMENT r 1 f 1 1 J! 111 1111�® EXISTING TRANSFORMER PROJECT BOUNDARY I I I I II r /I flfllll lI'I ® ADOT ROW (NEW) I�, 11�� II I I lll! I I I r I' I I l f 1 �lI%IIII�II/III II 1 c CIS11 Iiil I' I / I' I I I l I III�II II Illl I �'+ 'I III 2 7 , ¢ I I Il I1� IIr1/111If111�� I Y 1 1 o�ti 11 1 l 1111 ! III I! II / 1 ,� o I I I b I I I I �� rI1rI I1111'�f1'�I I � IIl1' EAST ,CIF I \� 1 l II / / 1 Ill'1111 II 11 1 ALi R/►yRyCATALIA ORACLE ROAD �l / Lr I) I I I/ /� II IIIII �il� Il I I11 I I 1 P.6 ZOit NING: SR ~_ � , y / 11 I 1 �' lr I IIIIII'II111I1I11 j �� ' j II 1 L _ _ 2 IIII I / r II III l I I 1 347,12 PEM CONTOUR INTERVAL-1' HARDSCAPE KEYNOTES Q CONCRETE I: PATTERN. MEDIUM SALT FINISH COLOR, NATURAL GREY" �2 JOINTS TO BE AS SHOWN PER PLAN OR SIMILAR CONCRETE III: PATTERN: BROOM FINISH (MEDIUM) SCORE ON 4—FOOT GRID AT 90 DEGREES TO BUILDING. COLOR: "MESA BUFF" ® STAMPED ASPHALT PER APPROVED DEVELOPMENT PLAN Q EXPOSED AGGREGATE FINISH, 3/8- PEA GRAVEL GREY. SCORE ON 4—FOOT GRID AT 90 DEGREES TO BUILDING. © CONCRETE III: PATTERN: BROOM FINISH (MEDIUM). SCORE ON 4—FOOT GRID AT 90 DEGREES TO BUILDING. COLOR: "SUNSET ROSE" 07 ADA RAMP PER APPROVED DEVELOPMENT PLAN ® RETAINING WALL PER APPROVED DEVELOPMENT PLAN CLASS 2 BIKE LOOPS PER APPROVED DEVELOPMENT PLAN HARDSCAPE NOTES DRAWING FOR PATTERN AND MATERIALS ONLY, ALL CONSTRUCTION NOTES AND DIMENSIONS SHALL BE PROVIDED PER ARCHITECT. NOTE: USE ROOT BARRIER IN ALL PARKING ISLANDS, TYP. LANDSCAPE PLAN FOR LOT 28 OF ORO VALLEY MARKETPLACE RANCHO VISTOSO-NEIGHBORHOOD 4 BEING A PORTION OF SECTION 5, T12S, R14E, G&SRM, TO* OF ORO VALLEY, PIMA COUNTY, ARIZONA OV12-09-01 The :a.::° w �- a. �„ SCAIE-i•-20 WLI ollb..ioo.re I,rTuoW" PhW M", LANDSCAPE PLAN: LOT 28 LANDSCAPE PLAN �r,d Fl.9M , Arlsp"w, �.. v.w.. H.wa. ORO VALLEY MARKETPLACE RV-N4 HARDSCAPE PI AN o.. 11 MAY 2M Group ORO n VALLEY. ARIZON ..a...., TUCGM Aru(6203 881-7480pm LEGIRJ81111 l I � I FI" CONTROLLER 6 PWNE 1 CONDUIT (3f- 1l y FLOW SENSOR CONDUIT \ XX . 1v F I / \ / � ( POINT OF OONNECTION: 1" METER (SEE UTLIT/ �PLANS) 0' li0' 40' 60' v'uare KEY 1111 ! !! 1 I1`,ltII1111r 1 STATION NUMBER ! 1! 1 - 3 4 VALVE SM ( 11 r- FLOW (GPM) I I J I I I 1 PImrmTYPE It II 1 IlI ,I i f 1 �1,111JII1�II �I II t j 111I fI I 1 I111111f 111111J! I I I � l J11! �11 111I111 I ! 111 ! !! tll� ll lttll !I Jl t 1111 ((! (! 1l1I1 I11 !( I 1 I! II! I! 1 f IJl! JI I(ll l! I ! I 1111111! I 1 Il 11 /11I 1111 I �llllf lljllll(lll 1` 1! 1I 11 11! � ll t111 Ii I I � I Il l l tl I jJ ! J l 1 1 1 I111'Illlfllll1rlll I 1/ Il !i J tl 1111 !! 11lI 111I!!l11I 11l111I t l � 1 1I! tt ,' �,I1 rtlf�ilili i�liltl� 1I 1f 1 1 1` ►liI �llli(l�t�lll`Illl�`'f` 1 It 111 Ill, IIIII I , 1 !I !` 1` ` 1!I J 1111I1111It,It1 ! ! 1 �- r l 1 !' !!f I1111`IlI ll l l I!I!!IlIII j Il ! ! If t j lllJ 1/Ijll��lflll,�fjtll� I I!` I! 1 1 11 � I! ll Ill IllJli!! r � it ll! ADGT R/„,` I� tl� J' I� 1lI f111iiliillJllt�111 I` 11 lll/ ,lilji�i! P_2 II 111 I � �It11I11%lllllll� 1 � � / � � u I `1 1 tr I�IlItlltllill I 1 ! � i / ilI /Ilii`l`iJl`Jrt IJ11I 1 � � ` Illl 1 lAAAlllr.11 1 1' 1 fIf l l! SYMBOL DESCRIPTION MANUFACTLR'ERN"EL COMMENTS SAOKFLOW PREVENTER FEBCO S25Y, 3W HOTBOX H8.1 F18ERC AN ENCLOSURE GS1, COLOR: BEIGE O IN ENCLOSURE INSTALL ON CTHICK CONCRETE SLAB PER MANUFACTURERS RECOMMENDATIONS ® IRRIGATION CONTROLLER SMART CONTROLLER 20518-STATION WALL MOUNT AT LOCATION ON PLAN, PROVIDE BY ET WATER 049.684.7311 CONDUT SWEEP. COORDINATE ELECTRtM SUPPLY ® MASTER VALVE RAN BIRO PEB SIZE PER PLAN IN VALVE BOX . SOX Ste: AMETrK'STAJOARW, OR EQUAL. LINE SI2L USE 2-STRAND SHIELDED WIRE IN &4' ® Flav � 1WIERIALTECH. SERVICES PVCCONDUIT _ BOX SLZE: AMETEK IT RCXND, OR EQUAL F 0 FERTILzER NJEC70R IMPERIAL TECH. SERVICES STOWNTLOW 5G LINE SM IN VALVE BOXBOX SIZE AMETHC W ROUND, OR EQUAL. TIN ISOLATION VALVE MATCO PVC BALL VALVE LINE SIZE, N VALVE BQX BOX SUE: AMETEK 10' ROLND, OR EQUAL REMOTE CONTROL VALVE CONTROL VALVE. IRRI ROL 700 P SERIES, OR EQUAL BALL VALVE KBI PVC BALL VALVE, OR EQUAL SITE PER PLAN IN VALVE BOX BOX 6M AMETEK'JUMBO', OR EQUAL ASSY. (TREE/SHRLR) PRESSURE REGULATOR: RAIN BIRD PS4M WX-100 ATTACH VALVE TAGS TO ALL VALVES. WYE FILTER, RAIN BIRD RBY4504A OR EOLUL MAIN LINE WH. 40 PVC PPE 512E AS NOTED, SCH. 80 F1ITINGS. SOLVENT WELD EMITTER HEADER SOH. 40 PVC PIPE SIZE AS NOTED. SCH. 80 FITTINGS. SOLVENT WELD GRAPHIC REPRESENTS TWO LINES, TREE & SHRUB LATERAL LINE SCH. 40 PVC PIPE EXTEND TO ALL PLANTS — — HEADER 6 CONTROL SCH. PVC PIPE SOH 40 PVC. V DIAL INSTALL 3 SLEEVES Q — WIRE SLEEVES EACH LOCATION. MBLTFOURET - BOWSMITH ML 200 NOT SHOWN ON PLAN. SEE SCHEDULE BELOW FOR CRY. EMT-rm (TREES) MULTI ounET NATH BUG CAPS BOX SM AMETEK S' ROLM, OR EQUAL. SINGLE EARTTER(SHRUBS SALCO PCRT-2 (2 GPH) NOT SHOWN ON PLAN. SEE SCHEDULE BELOW FOR ON. D OF LATERAL. RUN IN VALVE BOX 10"SM FLUSH END CAP RAN BIRD 70D-CF•21, �� IIRII110"TIION NOTES g 1. IRRIGATION PLAN IS SCHEMATIC : AND DRAWN FOR GRAPHIC CLARITY. S. CONTRACTOR IS RESPONSIBLP FOR ALL SLEEVES, WHETHER INDICATED ON INSTALL EQUIPMENT WITHIN RANTING AREAS AND ADJACENT TOWALKWAYS THESEFiANSORNOT. INSTALL ALL PIPE AND WARE UNDER PAVING ORWAIJA WHEREVER POSSIBLE. IN SLEEVE. SwE AS REQUIRED. COOR DNATE WITH OTHER WORK AS REQUIRED. N 2. IRRIGATION SYSTEM IS Dmmm FOR A MNNUM PRESSURE OF 110 PSL 7. PROVIDE IRRGATION TO ALL NEW SHRUBS AND TREES - �- PRIOR TO START OF IRRIGATION WORK, comTRAcrORR SHALL VERIFY EXISTING POSSIBLE 8. LAYOUT AUTOMAT TUBING PARALLEL TO TOPOGRAPHY WHEREVERAND o WATER PRESSURE AT 71E METER (ASSUMED TO BE 5W%ANO NOTIFY INSTALL FLUSH TYPE END GAP AT ENDS OF ALL LINES AAA OWNER'S REPRESENTATIVE OF ANY DISCREPANCY BETWEEN EXISTING FLUSH THOROUGHLY BEFORE N9TAWN0 EMTTERS. PRESSURE AND DESIGN PRESSURE BEFORE PROCEEDING WITH WORK NOTIFY LANDSCAPE ARCHITECT IF PRESSURE EXCEEDS 12D PSI - S. FOR SHRIM INSTALL SINGLE OUTLET EMITTERS AS FOLLOWS: 1 COORDINATE WITH OTHER WORK AS REQUIRED TO PROVIDE PHONE LINE (1) 2-GPH 9NfT1ER AT EACH PLANT AND POWER TO NRIGKnON OONTROLLER. 10. FOR TREES. INSTALL MULTLOUTLET EMITTER AS FOLLOWS: 4. MIAXIE RRIGATKN POINTS OF CONNECTION AS (10) 0.6.OPH EMITTERS AT EACH 3C BOX INDICATED ON PLANS AND COORDINATE WITH OTHER WORK AS REQUIRED. (12) 0.6-GPH EMITTERS AT EACH 24- BOX 920 GAL S 5. EXACT LOCATION OF CONTROLLER TO BE APPROVED PRIOR TO INSTALLATION. (8) 0.6-GPH EMITTERS AT EACH 15 GALLON- 11. USE SHORT PACES OF 1W POLYETHYLENE OR VINYL DISTRIBUTION TUBING (MAXIMUM LENGTH-61 TO EXTEND EMITTERS TO EACH ROOTBALL HOLD N EAST OF' ORACLE PLACE WITH STAKES. ROAD TALIs7AT AR 12. REVEW EMITTER LAYOUT WITH LANDSCAPEARMTECT AND ADJUST P'C' DING: NUMBER OF EMITTERS ERS FOR SPECIFIC PLANTS THAT REQUIRE GREATER OR LESSER VOLUME OF WATER THAN INDICATED. I& CONTRACTOR SHALL SUBMIT AN IRRIGATION SCHEDULE FOR REVIEW. 14. ALL BURIED IRRIGATION PPE GREATER THAN TWO INCHES IN DW;ETER PIPE sae CKAW SHALL HAVE Ar18 OF TYPE TRACER WIRE ATTACHED SECURELYTO IT AT 8 FT. INTERVALS.. AT THE TERMINATION POINT ATTACH WARE SECURELY TO PIPE AND FLOW PIPE SIZE PROVIDE TWELVE INCHES OF TRACER WIRE ACCESSIBLE ABOVE GRADE. (Pvc LATERALS)16. ALL WATER USE FOR LANDSCAPE RRIK�ER ATION NO EYIAMT SHALL I-0 GPM 3r4• - LANDSCAPE PLAN FOR LOT 28 OF ORO VALLEY MARKETPLACE RANCHO VISTOSO-NEIGHBORHOOD 4 BEING A PORTION OF SECTION 5, r12s, RUE, G&SRM, Tom OF ORO VALLEY, PIMA COUNT(, ARIZONA OV12-09-01 e� , A'l�nnl p >w .,��, m SCAYE- r-2W The ','�;�, LANDSCAPE PLAN: LOT 28 LANDSCAPE PLAN ,,,�. 1850600Foo, wLB �: v': iJ.M.e�"`: �' ORO VALLEY MARKETPLACE RV-N4 IRRIGATION PLAN a. „MMAY2M Group Tag. • ®- t -v ORO VALLEY. ARIZONA w,4aM PNR VALVE BOX B COVER. CURMUTI EE TRUNK ISH GRADE. )EWALK (TYP) LSTHC ROOT BARRIER 18 :H MIN. DEPTH ADJ. TO IEWALK CKFILL MIX. PLASM ROOT EVRRIER:- i 24 INCH MIN. DEPTH ADJ. TO CURB. NOTES. 1. ROOT BARRIER SHALL BE INSTALLED N A LINEAR FASHHON PARALL1-10 EDGE OF HARDSCAPE (NOT ENCIRCLING ROOTBALL}W MIN. LENGTH EACH TREE. 2. TOP OF ROOT CONTROL BARRIER SHALL BE ONE INCH ABOVE FINISH GRADE(MIN} BUT BELOW SIDEWALK GRADE 3. ROOT BARRIER SHALL BE INSTALLED WITH RAISED ROOT DNERTERS FACING TOWARD THE TREE ROOTBALL. ._ l ROOT CONTROL BARRIER ., SCALE NTS 0 STAKE FORMA 4' DEEP BASIN BIODEGRADABLE AROUND TREE i TREE TIE FPNM GRADE CHAFING GUARD BACI3:AL MIXTURE SITE $Spp�� SLOW RELEASE 1!3 SOIL %aELNOMC-NT FERTILIZER TABLETS VS) L CIRCULAR P(SIZETIMES -- SCARIFY SIDES AND BOTTOM NOTE 1. REMOVE Al NURSERY STAKES AND CONTAINERS 2. WATER SETTLE BACKFBI IN 6' LETS .,, % TREE PLANTING NTB SHRUB FINISH GRADE FORM A 3' DEEP BASINAROUND SHRUB SLOW RELEASE FERTILIZER TABLETS CIRCULAR PLANT PUT BACKFtLL MIXTURE SCARIFY SIDES 12%3 SaE AMENDMENT TIMES AND BOTTOHA WIDTH NOTE:1. WATER SETTLE BACKFILLB'UFTS �SHRUB LANTING FINAL APPLICATION OF PRE- PRE-EMIERGENT HERBICIDE DECORATIVE ROC( PERPLANT1NG EGBND APPLY PRE -EMERGENT HERBICIDE TO SUIBGRADE INEUNDCOVERRT GRO SCALE- NTS 1144NCH TU NNGG STAKE: 964I Epggpp��NEDISTRIBUTION TUBING PLACE 3 PEER FROM TREE TOP OF MULCH DIFFUSER BUG CAT FINISH GRADE MULTI CUTLET F►11TTER: PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) PVC LATERAL PIPE PVC SCH 40 pTEEE OR ELL .V44NCM ASHED ORRAVEL THREADED MULTI -OUTLET EMITTER ON RISER (TREES) SCALE: NTS __f-- EMITTER PER LEGEND TOP OF MULCH ...... "„ ' .:� FINSH GRADE 124NCH PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) PVC LATERAL PIPE �� PVC SCH 40 TEE OR ELL SINGLE OUTLET EMITTER 10 ON RISER (SHRUBS) SCALE: NTS TRUNKS SKINNED CLEAN LIP TO V-0- FROM CROWN. TIE WITH fir BROWN POLYPROPYLENE OR JITTE ROPE, 25-V LENGTH REQUIRED. TBENHFALL O OHIGHHERAN NISHED GRADE. UNDISTURBED SCIL DKI PIT DEPTH WIDTH 4 y0. I F4JSH GRADE TUBING ,�TRADEMARK TREE PLANTING • • SCALE: NTS QUICK COUPLING VALVE PER IRRIGATION LEGEND SCH. 80IP NIPPLE 314- CRUSHED GRAVEL (4- DEPTH) MAIN UNE 4 QUICK COUPILM VALVE BOX A COVER INIW GRADE AUTOMATIC FLUSH VALVE SCHEDULE 80 PVC RISER BRICK (1 OF 2) 3W CRUSHED GRAVEL SUP 1 CU. FT. SCHEDULE 00 ELBOW PVCEMITTER HEADER R FLUSH END ASSEMBLY SCALE: NTS MAIN PVC SUPPLY LATERAL NOTE: TAPE &BUNDLE TUBING AND x WIRING AT IV INTERVALS All 120 VOLT WIRING NCONDUIT TO BE INSTALLED AS PER LOCAL CODES 11 ALL PVC PIPING TO BE NAKED 1 IN TRENCHES AS SHOWN - PIPE BEDDING MATERIAL TO BE ROCK 8 -- DEBRIS FREE, BACKFIL N 6- LIFTS, - 1 -- PUDDLE WITH WATER, BETWEEN LIFTS. 1 THRUST BLOCK ALL DIRECTION CHANGES OF THE MAINLINE WITH i C.F. OF 30DO P.S.i, CONCRETE I Q� TRENCH v SCALE: NTS TREE 6 FOOT RADIUS TREE TRUNK DISTRIBUTION TUI NG DISCHARGE POINT V ABOVE FINISH GRAN �- PVC LATERAL LINE MULTI -OUTLET EMITTER T EMITTER PLACEMENT AT TREES NTS h�j ., :O TYP VALVE BOX; ALIGN EVENLY AND SPACE EVENLY AT LEAST 12- FROM i•;`- ; .;{ SIDEWALK. STRUCTURE. WALL, OR CURB IwTYP. ol NOTE: DO NOT PLACE VALVE(S) INBTR PEDEUAN AREAS VALVE BOX PLACEMENT SCALE NTS Thep Cnp M>wrinp PlYnlrp Ouv,.ylnp `ngW°184m~ Q LANDSCAPE omo.. ao.na In Tuoun, vno« x, PLAN: LOT 28 LANDSCAPE PLAN W LB rN FYp.un, grhon.. i..v.oe..N.�.e. ORO VALLEY MARKETPLACE RV-N4 l ANnSCAPF DETAILSGroup �44 --� Ana �Y ORO VALLEY,�IZONA y T,w.von, All- (620) "1-74" br.I e�llb CONTROLLER-MOLW AT EYE -LEVEL AS APPROVED DISCONNECT SWITCH 120 POWER SOURCE IN STEEL CONDUT NOTE GROUND CONTROLLER PER CONTROLLER MANUFACTURER RECOMMENDATIONS AND PER LOCAL CODE. 1� WALL MOUNT CONTROLLER NT9 STEEL UTT W124 WIRES LVES iGRADE EXTEND D WALL BACMOW PREVENTER BALL VALVE PER IRRIG. LEGEND 9HUTOHFS r- - ----- — 1 WV. ELLS Z I I GALV. LNION GALV. NIPPLES I cr Z i GALV. STEEL PIPE FNISHGRADE I g I q BACKR-OW PREVENTER ENCL.09UFRE PER 0UG.LEGEND _ 4• THICK � CONCRETE PAD PC ADAPTOR 30' -I FLOW BEYOND UNIT > NOTE: PROVIDE BACKFIOW TESTING PER TUCSON WATER STD. BACKFLOW PREVENTER 4 SCALE: NTS `r O WYE FILTER a yyAiHi pRDDF CONNECTION PER IRRIGATION LEGEND BALL VALVE / PER IRRIGATION LEGEND �L WIRE FI- FINISH GRADE PLASTIC VALVE BOX PER IRRIGATION LEGEND TUBING YETHYLEN I FILTER FABRIC e A 12- THCK, 34' GRAVEL SLUFF PRESSURE MAINLINE TION LE PER IRRKiATION LEGBJD ERIRRIGATION AL PVC LATERAL PEREMOTE GATT ENO !3 NOTE &ROUE B TAPE WARE EVERY KI FT. SEA. WIRE EPOS WITH SPLICING ICING MATERIAL DRIP VALVE ASSEMBLY J SCALE: NTS 1-80a-�-�18 LANDSCAPE PLAN FOR LOT 28 OF ORO VALLEY MARKETPLACE RANCHO VISTOSO-NEIGHBORHOOD 4 LOT 28 OF ORO VALLEY MARKETPLACE PER BOOK 64 OF MAPS AND PLATS PAGE 42. BEING A PORTION SECTIONS 31, h 32, Tlt$ R14E, AND A PORTION OF SECTION 5, TQS, R14E, G&SRM, TOWN OF ORO VALLEY, PIMA COUNTY, ARIZONA OV12-09-01 WA ■ +aM+. 1880800P001 _ 06 MAY X% 0.-P...r I+m a TION 1. GENERAL A. DRAWING IS SCHEMATIC. FOLLOW AS CLOSE AS PRACTICAL: MAKE NO CHANGES OR ALTERATIONS WITHOUT THE PRIOR APPROVAL OF THE OWNER OR HIS REPRESENTATIVE. B. THE CONTRACTOR SHALL VERIFY AVAILABLE WATER PRESSURE ON THE SITE, PRIOR TO BEGINNING WORK IF THERE IS A DISCREPANCY BETWEEN THIS READING AND THE MINIMUM PRESSURE REQUIRED, AS NOTED ON PLAN, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER. C. THE CONTRACTOR SHALL COMPLY WITH ALL LAWS, RULES AND REGULATIONS OF ALL AUTHORITIES HAVING JURISDICTION OVER THE PREMISES; THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS FOR THIS WORK. D. THE CONTRACTOR SHALL CAREFULLY STUDY THE DRAWINGS, AND SHALL CAREFULLY EXAMINE THE SITE, AND SHALL BE AWARE OF ALL EXISTING WORK AND CONDITIONS THAT COULD POSSIBLY AFFECT THE IRRIGATION WORK- E. THE ACT OF SUBMITTING A BID PROPOSAL FOR THE WORK REQUIRED AND INCLUDED IN THE CONTRACT IS EVIDENCE THAT THE CONTRACTOR HAS BECOME COMPLETELY FAMILIAR WITH ALL SITE CONDITIONS AND IS FAMILIAR WITH ALL REQUIREMENTS OF THE CONTRACT. F. THE CONTRACTOR IS RESPONSIBLE FOR DAMAGES TO ALL WORK PREVIOUSLY PERFORMED BY OTHERS, AND SHALL REPAIR AT HIS OWN EXPENSE, ALL SUCH DAMAGE TO THE COMPLETE SATISFACTION OF THE OWNER. G. THE CONTRACTOR SHALL FURNISH A SYSTEM THAT PROVIDES COMPLETE COVERAGE TO ALL INTENDED AREAS. ADD ADDITIONAL EMITTERS AND ADJUST ALLEMIITER8 TO PROVIDE FOR MAXIMUM COVERAGE AND EFFICIENCY. H. THE OWNER RESERVES THE RIGHT TO REJECT ANY MATERIALS OR WORKMANSHIP. L THE CONTRACTOR SHALL REVIEW THE GENERAL COMMONS AND GENERAL REQUIREMENTS WHICH CONTAIN INFORMATION AND HE-QUIMMENTS THAT APPLY TO THIS SECTION, 2. SUBMITTALS A. PRIOR TO THE SUPPLY AND INSTALLATION OF ANY IRRIGATION EQUIPMENT, THE CONTRACTOR SHALL SUBMIT FOR APPROVAL, CATALOG CUTS AND TECHNICAL INFORMATION ON THE ITEMS LISTED BELOW: 1. PVC PIPE AND FITTINGS 2- EMITTERS 3. REMOTE CONTROL VALVE 4. IRRIGATION CONTROLLER 5. BACKFLOW PREVENTERS 6. VALVE BOXES 3- MATERIALS A ALL MATERIALS SHALL BE NEW AND UNUSED AND SHALL HAVE A MINIMUM GUARANTEE OF ONE YEAR AGAINST DEFECTS AND DEFECTIVE WORKMANSHIP. B. MATERIAL SPECIFIED BY NAME AND/OR MODEL NUMBER SHALL BE INTERPRETED AS ESTABLISHING A SPECIFICATION FOR THE GENERAL TYPE, QUALITY, CONSTRUCTION AND CHARACTERISTIC OF THE PRODUCT DESIRED. ALL REQUESTS FOR SUBSTITUTION OF MATERIALS MUST BE SUBMITTED IN WRITING TO THE OWNER FIVE (5) DAYS PRIOR TO THE BID OPENING DATE MATERIALS NOT SO SUBMITTED WILL NOT BE APPROVED FOR INSTALLATION. C. LOW VOLTAGE CONTROL WIRE SHALL BE NO.14 UP, UL APPROVED. USE RED FOR CONTROL AND WHITE FOR COMMON. - O. AUTOMATIC ELECTRIC REMOTE CONTROL VALVES SHALL BE PROVIDED WITH A THROTTLING STEM AND A MANUAL VENT. E. WIRE SPLICES SHALL BE COMPLETED WITH PEN-TITE TYPE UNITS. 4. INSTALLATION A THE CONTRACTOR SHALL COORDINATE WITH ALL OTHER CONTRACTORS FOR THE PLACEMENT OF ALL NECESSARY SLEEVES, WIRE, PPE AND CONDUIT. THE IRRIGATION CONTRACTOR SHALL FURNISH AND INSTALL ALL SLEEVES REQUIRED FOR THE IRRIGATION SYSTEM. B. THE CONTRACTOR SHALL MAINTAIN ONSITE, ONE CLEAN DRAWING THAT SHOWS NEATLY IN RED PENCIL, ALL CHANGES FROM THE DESIGN IN THE LOCATION OF PIPE, REMOTE CONTROL VALVES, CROSS CONNECTION CONTROL DEVICES, SPRINKLER HEADS, CONTROLLERS, AND ALL OTHER MAJOR COMPONENTS. TRANSFER ALL INFORMATION FROM THE PROGRESS "A8-BUILT' DRAWINGS TO REPRODUCIBLE DOCUMENTS REQUESTED FROM THE OWNERS REPRESENTATIVE. THIS DRAWING SHALL BE SUBMITTED TO THE OWNER PRIOR TO SEEKING FINAL ACCEPTANCE OF THE SYSTEM. C. NO WIRE SPLICES PERMITTED BETWEEN IRRIGATION CONTROLLER AND REMOTE CONTROL VALVES. BUNDLE AND TAPE THE WIRE TO THE UNDERSIDE OF THE MAINLINE PIPE AT 30 FOOT INTERVALS. AT ALL LOCATIONS WHERE THE WIRE 13 NOT UNDER THE MAINLINE PPE, PLACE THE WIRE WITHIN A PVC PIPE CONDUIT AT MAINLINE PIPE DEPTH. D. USE LIQUID TEFLON OR TEFLON TAPE ON ALL THREADED CONNECTIONS. DO NOT USE PIPE DOPE ON PLASTIC THREADS. E INSTALL ONLY ONE REMOTE CONTROL VALVE PER ACCESS BOX. LANDSCAPE F, MUM 1. ALL GRADING IS TO BE TRUE TO CONTOURS SHOWN WITH REVERSE CURVE AT TOP 1. 9URIAL DEPTH: MAIN LINE AT 24' SOIL COVER AND BOTTOM OF SLOPE TO ASSURE SMOOTH AND EVEN TRANSITIONS. THERE SHALL LATERAL LINE AT 18' SOIL COVER BE A CONTINUOUS SLOPE BETWEEN CONTOURS WITH ALL GRADES APPROVED BY OWNER 2. MINIMUM CLEARANCE FOR PIPES IN COMMON TRENCH SHALL BE 4'. PRIOR TO PLANTING. 3. MINIMUM TRENCH WIDTH SHALL BE TWICE THE DIAMETER OF THE PIPE 2. CONTRACTOR TO MEET EXTERIOR GRADES AT PROPERTY LINES AND IS RESPONSIBLE BEING INSTALLED THEREIN. FOR FINISH GRADES IN LANDSCAPING AREAS. OWNER TO APPROVE ALL GRADES. 4. USE PVC PRIMER ON ALL SOLVENT WELDED SURFACES. 5. INSTALL ALL PIPE LINES WITHIN PLANTPNG AREAS, AT ALL 3. SHRUB BEDS ARE TO BE GRADED AND TERRACED AS NEEDED TO RETAIN IRRIGATION LOCATIONS POSSIBLE WATER. 6. ALL PIPE PASSING UNDER WALKS, DRIVES, AND WALLS SHALL BE 4. CERTAIN PLANT MATERIALS SPECIFIED TO BE INSTALLED AS PART OF THE WORK SLEEVED WITH PVC PIPE. SHALL BE TAGGED BY OWNER AT PLACE OF GROWTH: PRIOR TO AWARD OF CONTRACT. 7. BACKFILL MWTERLAL SHALL BE ROCK FREE. BACKFILL IN 6' LIFTS AND MECHANICALLY TAMP OR WATER IN. BACKFILUNG SHALL BE A ALL PLANT MATERIALS SHALL CONFORM TO NURSERY STANDARDS ACCORDING DONE IN SUCH A MANNER TO PREVENT FUTURE SETTLING. SHOULD TO THE AMERICAN ASSOCIATION OF NURSERYMEN, INC., AND SHALL BE FREE SETTLING OCCUR WITHIN ONE YEAR, THE CONTRACTOR SHALL MAKE FROM PESTS, EGGS, DISEASES, AND REPRESENTATIVE OF SPECIES IN STLE, REPAIRS, AS DIRECTED, TO THE COMPLETE SATISFACTION OF THE QUALITY, FORM AND COLOR PLANTS SHALL NOT BE ROOT BOUND, DAMAGED OWNER. OR SUBSTANDARD IN ANY WAY. ALL MATERIALS TO BEAR ORIGINAL LABELS, 8. PRESSURE TEST THE MAINLINE AT 100 PSI FOR TWO HOURS. PLACE B. OWNER SHALL REVIEW AND TAG ALL PLANT MATERIALS AT NURSERY AND ENOUGH SOIL TO PREVENT PIPE MOVEMENT, LEAVING VISIBLE ALL PRIOR TO PLANTING FOR CONFORMITY TO SPECIFICATIONS. THREADED AND SOLVENT WELD CONNECTIONS. ALL LEAKS SHALL BE REPAIRED FITTINGS P 80 DIRECTED. C. ANY PLANT DEEMED SUBSTANDARD BY THE OWNER WILL BE REMOVED FROM MINERS, T NS 9. PRIOR TO INSTALLING EMITTERS, THOROUGHLY FLUSH ALL SITE AND REPLACED BY CONTRACTOR AT CONTRACTOR'S COST. PPE LINES, CAP ALL RISERS AND TEST ALL LINES AT THE HIGHEST 5. TOP SOIL IS TO BE LOCAL. FRIABLE MATERIAL OF ACCEPTABLE QUALITY, FREE OBTAINABLE PRESSURE FROM EXISTING SOURCE. REPAIR ALL FROM EXTRANEOUS MATERIAL OVER 1" IN DIAMETER, WEEDS, CHEMICALS, SEEDS, DEFECTS. AND NOXIOUS MATERIAL. THE PH TO RANGE FROM 6.5 TO 8.4 AND PPM OF SALT G. INSTALL THE IRRIGATION CONTROLLER AT THE LOCATION SHOWN ON THE TO BE LESS THAN 1000. DRAWING, OR AS DIRECTED BY THE OWNER. 8. TREES AND SHRUBS TO HAVE SOILS SAUCER AS INDICATED. H. ALL PARTS OF THE IRRIGATION SYSTEM AND ASSOCIATED EQUIPMENT SHALL 7. CONTRACTOR TO GUARANTEE PLANT MATERIALS AS FOLLOWS: BE ADJUSTED TO FUNCTION PROPERLY AND SHALL BE TURNED OVER TO THE A 15 GAL. AND LARGER- ONE YEAR OWNER IN FULL OPERATING CONDITION. THE CONTRACTOR SHALL MAINTAIN B. ALL OTHER PLANTS - SIX MONTHS THE IRRIGATION SYSTEM UNTIL FINAL ACCEPTANCE BY THE OWNER. C. UNIFORM STANDARD OF SEEDED AREAS WITH NO BARE 1. THE CONTRACTOR SHALL REMOVE ALL ROCKS, EXCESS DRT, AND DEBRIS, AREAS, THIN AREAS OR SPOTS, AND EOl/1PMENT FROM THE SITE AT THE COMPLETION OF THE WORK 8. FINISH GRADE FOR PLANTED AREAS SHALL BE 1' BELOW ALL CURBS, WALKS AND J. THE CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR PAVING WITH SMOOTH EVEN LINES AT EDGES OF STRUCTURES. NONPLANTED AREAS FROM DATE OF ACCEPTANCE OF THE SYSTEM BY THE OWNER. MAKE REPAIRS, TO BE RAKED AND COMPACTED AS NOTED AND LEFT SMOOTH AND EVEN WITH FINISH AS DIRECTED, AT NO EXPENSE TO THE OWNER GRADE 1"BELOW ALL STRUCTURES. 9. PLANTING HOLES ARE TO BE 2 X ROOT BALL WIDTH AND 1-lt2 X ROOT BALL K. AT THE COMPLETION OF THE WORK, THE CONTRACTOR SHALL FURNISH TO THE DEPTH. BACKFILL WITH 314 SITE SOIL AND 114 ORGANIC AMENDMENT. OWNER IN A THREE RING BINDER: 1) COMPLETE CONTROLLER OPERATION AND PARTS MANUAL: 2) COMPLETE ELECTRIC CONTROL VALVE PARTS SHEETS: 10. SIZES, QUANTITY, TYPES OF PLANTS TO BE SHOWN ON DRAWINGS. 3) PARTS SHEETS FOR EACH TYPE OF EMITTER:. 11. CONTRACTOR 13 RESPONSIBLE FOR ALL PERMITS, COORDINATION, SCHEDULING, UTILITY VERIFICATION AND DAMAGES TO OTHER TRADES, AND UTILITY DAMAGE 12. CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS AND ANY DISCREPANCY IS TO BE REPORTED TO OWNER PRIOR TO WORK IN THAT AREA 13. CONTRACTOR SHALL INSURE PROPER DRAINAGE IN ALL PLANT HOLES. 14. ALL TREE AND SHRUB PLANTS TO RECEIVE AGRIfORM TABLETS AS PER MANUFACTURER INSTRUCTIONS, AND IN ACCORDANCE WITH THE FOLLOWING TABLE: 1 GAL. (2) 5 GRAM TABLETS 6 GAL. - (4) 5 GRAM TABLETS 15 GAL (12) 5 GRAM TABLETS 24 INCH AND LARGER - (18) 5 GRAM TABLETS 15. ALL PLANT MATERIALS SHALL BE PROPERLY STORED AFTER DELIVERY TO PROTECT THEM FROM WEATHER OR OTHER CONDITIONS WHICH COULD CAUSE DAMAGE. CONTRACTOR IS LIABLE FOR REPLACEMENT OF DAMAGED MATERIAL WITH LIKE MATERIAL FROM SAME SUPPLIER. 16. LAYOUT PLANTS AT LOCATIONS SHOWN ON THE DRAWINGS. USE 12' STAKES: COLOR - CODED FOR EACH SPECIES OF PLANT. STAKE EACH TREE AND MAJOR SHRUB. 17. CONTRACTOR S RESPONSIBLE FOR PRESERVATION AND WATERING OF ALL EXISTING PLANT MATERIALS TO REMAIN. FENCE OFF PLANT MATERIALS DURING CONSTRUCTION PERIODS TO AVOID DAMAGE. CONTRACTOR SHALL PAY FOR - LQUDATED DAMAGES DUE TO PLANT MATERIALS LOST OR DAMAGED DURING CONSTRUCTION. 18. CONTRACTOR TO MAINTAIN ALL LANDSCAPE AREAS FOR A MINIMUM OF 90 DAYS AFTER COMPLETION OF PROJECT. 10. PROVIDE PROTECTION TO ALL PLANTS FROM RABBITS, INSECTS AND OTHER PESTS. e d..ft +„ r rta g Sb- D-i,a T heOM . A dJ T � �.� o-0 omo.. -'i M T o.a . P o«,.. LANDSCAPE PLAN: LOT 28 LANQ .n° Fw.-rr• ^.1zon.• ORO VALLEY MARKETPLACE RV-N4 N«.a. x LB ORO VALLEY. ARIZONA Tu6eon, ARS (&W) 861_7480 LANDSCAPE PLAN FOR M- LOT 28 OF ORO. VALLEY MARKETPLACE RANCHO VISTOSO-NEIGHBORHOOD 4 34-712 BEING A PORTION OF _ pErm SECTION 5, T12S, R14E, G&SRM, TOWN OF ORO VALLEY, PIMA COUNTY, ARIZONA OV12-09-01 NIA An �e tesn!stloFtxtt o+ 11 PRAY 2OW \ �,\ 3' HIGH - 18" X 24"- \ DRIVE-THRU SIGN\\\ 2ETE I � � la AND ER BOX BTH CAR SCREEN3' W 5' z 5' SCORED CONCRETE SURFACE, TYP, EMPLOYEE MAINTENANCE RAMP LANDSCAPING —• • 'io•+�C I 10 1 ♦ 1 1® / II ♦ �o T 3' HIGH LANDSCAPING--$ SCREENING ALONG ♦ 15 DRIVE-THRU LANE 3' HIG SCREEN WALL 5/ EXISTING GAS EASEMENT TO BE RELOCATED Greenbergfarrow 1920 Main Street, Suite 1150 Irvine, CA 92614 t: 949 296 0450 f: 949 296 0479 3.265 SF F — FFE; 2640 1 k I \ MM� �IJVDIJV�OV� 4 i 'TRASH ENCLOSURE i; l & RECYCLING BIN ✓.' RAMP EXISTING LOT LINEN LDSCP 27'-4„__I, " I 5 0" CURB 18 9 ■ 2'CLEAR OLLARDS, TYR. ■ 3' HIGH SCREENWALL BTWEEN I 1e-+I CANOPYE ECOLUMNS CANOPY OVER ■ OUTDOOR SEATING 6" CURB + 12" ■ LDSCP STEP -OFF. TYP. 4 0" CURB 2 BIKE ACKS . ■ ■ L ' _9" 0 0 Q � LDSCP 18 g ' 6- CURB + 12" 1 STEP -OFF, TYP. ■ ' LOS WI85 ' 4' DE LANDSCAPING ■ zo PLANTERS a `L DSCP 24' I —:.. ■ J 9 1V INO-CROSS PALMS I -THANK YOU I - ■ - /�y. "DO NOT. ENTER"/SIGN ,■ ■`■ O 6 —EXISTING PARC/EL LINE f, 1 I I � ■ r �I I / RIPARIAN HABITAT TANGERINE ROAD L SCALE: 1" = 20'-0" IIIIII 0 10 20 40 b'. F si i L VICINITY MAP R14E �l -A E GHgp �RV Pppppp UNSUBDMDED �p'MMERCWL CE146 1 1 = n G 3 S m UNSUBDMDED E RHOOD 3 RV PAD i i Z � �yy �App TANRI GE NEfGHIBORHDOO 4 CATALINA SHADOWS ESTATES TI IS BK.37(M&P), PG.71 PAD 3I 3l O T125 ee DESERT SPRINGS BK 51(M&P). PG 1 PALI ES POINTE STATECATALfP BK.45. PG.48 STATE PARK R1-36 PROJECT AREA G� �NSN LOCATION MAP A PORTION OF SECTION 31, & 32 T11S R14E AND A PORTION OF SECTION 5 T12S R14E, G&SRM, TOWN OF ORO VALLEY, PIMA COUNTY, ARIZONA PROJECT SUMMARY ZONING CLASSIFICATION JURISDICTION TOWN OF ORO VALLEY, AZ ZONE RANCHO VISTOSO PAD; REGIONAL COMMERCIAL SITE AREA IN-N-OUT BURGER 52,023 SF (1.19 AC) TOTAL SITE COVERAGE ± 6.30% (2,743 SF/AC) KEY MAP BUILDING AREA NOT TO SCALE IN-N-OUT BURGER 3,265 SF PARKING SUMMARY USER RATIO SPACES SPACES REQUIRED REQ'D PROV'D IN-N-OUT BURGER: 15 SP/1000 SF 49 85* STANDARD: 82 HANDICAP: 3 TOTAL PARKING RATIO: 26.33 SP/1000 SF TOTAL STACKING PROVIDED: 10 VEHICLES * PARKING IS RECIPROCAL FOR ENTIRE SHOPPING CENTER BUILDING/LANDSCAPE SETBACKS REQ'D BLDG. SETBACK - FRONT 15'-0" BLDG. SETBACK - REAR 15'4" DRAWING ISSUE/REVISION RECORD DATE NARRATIVE INITIALS 04/16/09 ADDING IND CROSS PALMS MC 05/06/09 PREP PLAN BASED ON ALTA, REV PARKING II 05/07/09 REVISED BLDG LOCATION TO ACCOMM. 24' WIDE AISLE II FROM EXIST. PLANTERS. PREP PLAN 1 L. 06/08/09 REVISED PARKING TO ADD 1 HANDICAPPED STALL. II PREPARED PLAN 1m. SITE PLANNER CD/ MC/II SITE DEV. COORDINATOR CATHERINE OTIS CLIENT CONTACT KEITH GILBERT PROJECT NOTES 1, THIS CONCEPTUAL SITE PLAN IS FOR PLANNING PURPOSES ONLY: SITE SPECIFIC INFORMATION SUCH AS EXISTING CONDITIONS, ZONING, PARKING LANDSCAPE REQUIREMENTS MUST BE VERIFIED. 2 ALL CURB CUTS AND TRAFFIC SIGNALS SHOWN, EXISTING AND PROPOSED, MUST BE VERIFIED. 60 80 3. THIS SITE PLAN IS BASED ON ALTA SUREVY RECEIVED VIA E-MAIL FROM WRG 05-05-09. INO_AZ-ORO_VALLEY (SWC ORACLE & TANGERINE)-1 m 1NORO VALLEY MARKETPLACE 2. PORTION OF LOT 26, PAD N 3. A PORTION OF SECTION 5 T12S R14E, , TOWN OF ORO VALLEY, PIMA COUNTY, ARIZONRIZONA. ® 4. SCALE: 1 " =20'-O" 20080373.0 5. CONTOUR INTERVAL=1'-O" 6. REVISION DATE: 06-08-09 7. CASE NUMBER: OV12-09-01 GENERAL NOTES: 1. THE GROSS AREA OF THIS DEVELOPMENT IS 0.76 ACRES 25. ACCEPTANCE OF THESE PLANS DOES NOT CONSTITUTE OR IMPLY ACCEPTANCE 2. NET BUILDING AREA = 3,265 SQ. FT. OF ANY OF THE FOLLOWING FLOOR AREA RATIO CALCULATION A WALL(S), RETAINING OR OTHER. TYPE(S). MAXIMUM ALLOWED: 0.3(0.76 ACRES) = 0.228 ACRES 1) ANY REINFORCED CONCRETE STRUCTURE(S). ACTUAL: 3,265S.F. OR 0.08 ACRES 0.08 ACRES/0.76 ACRES = 10.52% G ANY EMBANKMENT(S) WHOSE PRIMARY PURPOSE IS TO FUNCTION AS A S/0.RETENTION/DETENTION STRUCTURE. BUILDING SETBACKS: 15' FRONT SETBACK SEPARATE PLAN CHECK(S) AND PERMIT(S) ARE REQUIRED, ALL IN 15' REAR SETBACK ACCORDANCE WITH THE APPLICABLE CODES OF THE TOWN OF ORO VALLEY. 3. EXISTING ZONING: RV PAD C-2 4. MINIMUM AREA OF LANDSCAPE OPEN SPACE REQUIRED = 10% (0.076 ACRES) 26. A DRAINAGE REPORT HAS BEEN PREPARED AND SUBMITTEb TO THE TOWN OF ORC VALLEY WITH THIS PLAN. PROVIDED 2(0. ACRES) 27. DEV-LOPER WILL INSTALL ALL LIGHTING IN CONFORMANCE TO ORO VALLEY 5. PARKING REQUIREMENTS: LIGF!T1NG CODE. NIGHT LIGHTING, INCLUDING SIGNAGE, WILL BE DIMMED TO PARKING REQUIRED: PARKING PROVIDED: THE GREATEST EXTENT ENABLED BY THE OVZCR LIGHTING CODE. BASIS OF BEARING HANDICAP ACCES�BL BLDG. = 15 SPACES / 1000 SQ. FT. GFA. BLDG: 82 SPACES 28. THIS DEVELOPMENT PLAN IS SUBJECT TO THE GENERAL NOTES AND NO.00'48" E BLDG = 3,265 SQ. FT. E. 3 SPACES (3 UNIVERSAL SPACES PROVIDED) CONDITIONS OF THE DEVELOPMENT PLAN PRELIMINARY PLAT FOR / OUTDOOR SEATING = 920 SO. FT. TOTAL = 4,185 SO. F.T TOTAL PROVIDED= 85 SPACES ORO VALLEY MARKETPLACE, CASE NO. OV-12-04-30. x 0.015 SPACESjSQ. FT. GFA BICYCLE PARKING FACILITIES: FOUR (4) TYPE II 29. LANDSCAPING THAT FALLS WITHIN THE SIGHT VISIBILITY TRIANGLES (SVT) SHALL 63 REQUIRED SPACES BE A MAXIMUM OF 30" HIGH OR PROVIDE A 6' WINDOW OF CLEARANCE. THE TOTAL REQUIRED PARKING FOR ALL OF ZONE 9 (THE SOUTH TIP) IS 186 PER THE FINAL PARKING ANALYSIS 30. FIRE FLOW SHALL BE AVAILABLE PRIOR TO COMBUSTIBLE CONSTRUCTION. PREPARED BY SOUTHWEST TRAFFIC ENGINEERING, INC. DATED APRIL 22, 2008. THE TOTAL PROPOSED PARKING FOR ZONE 9, TAKING INTO ACCOUNT THIS REVISED IN-N-OUT BURGER LAYOUT, IS 187. 31. ALL --WEATHER ACCESS WILL BE PROVIDED TO ALL STRUCTURES WITHIN THIS DEVELOPMENT. 6. THE BASIS OF BEARINGS FOR THIS PROJECT IS THE WEST LINE OF THE 32. DRAINAGE STRUCTURES SHALL BE CONSTRUCTED AND INSTALLED ACCORDING SOUTHWEST QUARTER OF SECTION 32, TOWNSHIP 12 SOUTH, RANGE 14 TO MOWN STANDARDS AND PAID FOR BY THE DEVELOPER. ALL DRAINAGE EAST, GILA &SALT RIVER MERIDIAN, TOWN OF ORO VALLEY, PIMA STRUCTURES MUST BE DESIGNED TO HANDLE A 100 YR FLOW. COUNTY, ARIZONA. BEARING BEING NO'00'48"E. 33. FURTHER LOT SPLITTING OR LOT LINE ADJUSTMENTS MAY BE APPROVED BY THE 7. BASIS OF ELEVATION: ELEVATIONS ARE BASED ON NGVD 1929 BEING THE TOP OF A BRASS ZONING ADMINISTRATOR AND THE MAYOR AND COUNCIL UPON CONSIDERATION DISK IN CONCRETE, HIGHWAY RIGHT-OF-WAY MARKER STATION 769+90.44, NORTH SIDE OF OF ME FINAL PLAT. TANGERINE ROAD, 99 FEET NORTH OF PAVEMENT CENTERLINE, 430 FEET EAST OF BRIDGE 34. MAINTENANCE AND OPERATION OF THE PRIVATE SANITARY SEWER TO ITS POINT OVER BIG WASH. ELEVATION = 2687.29 (NGVD 29) OF CONNECTION TO THE PUBLIC SEWER IS THE RESPONSIBILITY 8. EXISTING TOPOGRAPHY INFORMATION SHOWN HAS BEEN GENERATED BY THE WLB GROUP, INC. OF THE PROPERTY OWNER. BASED UPON AS -BUILT FIELD SURVEY INFORMATION. 35. THE OWNER/DEVELOPER IS RESPONSIBLE FOR BLUE REFLECTIVE STREET 9. THIS PROJECT IS LOCATED WITHIN FEMA FLOOD ZONE PER THE EFFECTIVE FEMA AS MAP MARKERS AT HYDRANT LOCATIONS. NO. 04019C1040 K. A CONDITIONAL LETTER OF MAP REVISION REMOVING THE PROPERTY FROM 36. THE DEVELOPER SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF ALL THE FLOODPLAIN WAS PREPARED BY THE WLB GROUP, INC. AND APPROVED BY FEMA IN 2002. PROPOSED DRAINAGE STRUCTURES. IMPROVEMENTS WERE MADE TO REMOVE THE SITE FROM THE FEMA FLOODZONE AND A 37. DUMPSTERS MAY NOT BE POSITIONED IN A MANNER SO THAT OPENINGS FACE TANGERINE LETTER OF MAP REVISION (LOMR) WAS SUBMITTED TO FEMA IN SEPTEMBER 2008. THE ROAD OR ORACLE ROAD - UNLESS FULLY ENCLOSED WITHIN A LOADING ZONE. LOMR IS CURRENTLY UNDER REVIEW. 38. ALL ROOFTOP MECHANICAL WILL BE FULLY SCREENED FROM ALL SURROUNDING 10. DEVELOPER WILL COVENANT TO HOLD THE TOWN OF ORO VALLEY, ITS SUCCESSORS, ROADWAYS AND PROPERTIES. AND ASSIGNS, HARMLESS IN THE EVENT OF FLOODING. 39. ALL STORM DRAIN SYSTEMS DISCHARGING OFFSITE WILL BE EQUIPPED WITH A 11. DRAINAGE WILL NOT BE ALTERED, DISTURBED OR OBSTRUCTED WITHOUT TRITON BRAND OR EQUIVALENT FIRST FLUSH DEVICE. 40. ANY WASTEWATER DISCHARGED INTO THE PUBLIC SANITARY SEWERAGE SYSTEM THE APPROVAL OF THE ORO VALLEY TOWN COUNCIL. SHALL MEET THE REQUIREMENTS OF THE INDUSTRIAL WASTE ORDINANCE(PIMA 12. THE PROPOSED DRAINAGE WAYS WILL BE CONSTRUCTED ACCORDING TO APPROVED PLANS PRIOR COUNTY ORDINANCE N0. 1991-140, AS AMENDED). TO THE ISSUANCE OF ANY PERMITS FROM THE TOWN ENGINEER AND/ OR BUILDING OFFICIAL. 41. THE DEVELOPER WILL APPLY WATER AS NEEDED TO CONTROL DUST DURING 13. ON -SITE PARKING LANES DESIGNED FOR SU-30 VEHICLE, DESIGN SPEED EQUALS CONSTRUCTION. THE TOWN OF ORO VALLEY HAS THE ABILITY TO CALL IN 10 MPH. ON -SITE ROADWAY TRAVEL LANES DESIGNED FOR SU-30 VEHICLE WATERING TRUCKS, AT THE DEVELOPER'S EXPENSE, DURING CONSTRUCTION SERVICE VEHICLE DESIGN BASED ON WB-40, 15 MPH DESIGN SPEED. IF W,4TERING IS DEEMED INADEQUATE BY THE TOWN STAFF. IN ACCORDANCE 14. APPROVED IMPROVEMENT PLANS AND APPROVED ASSURANCES WILL BE WITH PIMA COUNTY REGULATIONS, AIR QUALITY WILL BE MONITORED. 15. REQUIRED PRIOR TO ISSUANCE OF GRADING PERMITS. ANY RELOCATION, MODIFICATION, ETC. OF EXISTING UTILITIES AND/OR PUBLIC IMPROVEMENTS 42. COLORED, TEXTURED PATTERNED CONCRETE TO BE USED FOR ALL PEDESTRIAN CROSSINGS. NECESSITATED BY THE PROPOSED DEVELOPMENT WILL BE AT NO EXPENSE TO THE PUBLIC. 43. ALL RETAINING WALLS AND DRAINAGE STRUCTURES SHALL BE CONSTRUCTED OF 16. THE FOLLOWING UTILITIES WILL PROVIDE SERVICE TO THIS DEVELOPMENT: MA1I:RIALS THE SAME COLOR AS NATIVE ROCK FOUND ONSITE. A POWER TUCSON ELECTRIC POWER COMPANY 44. IN COMPLIANCE WITH THE NEWLY ADOPTED OVZCR COMMERCIAL CODE B GAS SOUTHWEST GAS CORPORATION SEC11ON 25.1A6., AN ODOR ABATEMENT PLAN WILL BE PROVIDED. IN C WATER ORO VALLEY WATER UTILITY ACCORDANCE WITH THE GUIDELINES ESTABLISHED BY TOWN STAFF. D SEWER PIMA COUNTY WASTEWATER MANAGEMENT E TELEPHONE QWEST COMMUNICATIONS 45. AS REQUIRED IN OVZCR SECTION 25.1, ALL OPERATIONS AND STORAGE SHALL F FIRE PROTECTION COLDER RANCH FIRE DEPT. BE CONDUCTED WITHIN A COMPLETELY ENCLOSED BUILDING OR WITHIN AN G CABLE TELEVISION COMCAST OPAQUE BARRIER DESIGNED TO MATCH THE AIN BOIL ING ON THE SITE. ITEM:) STORED, EXCLUDING LIVE VEGETATION NURSERY MAY NOT BE VISIBLE 17. THIS PROJECT WILL BE SERVED BY ORO VALLEY WATER UTILITY WHICH HAS BEEN , FROM PRIVATE OR PUBLIC STREETS OR ADJA ENT RES DENTIAL AREAS. DESIGNATED AS HAVING AN ASSURED 100 YEAR WATER SUPPLY BY THE DIRECTOR 46. NO CONSTRUCTION, CLEARING OF VEGETATION, GROUND DISTURBANCE, OR OF WATER RESOURCES. WATERLINE EASEMENT WILL BE PROVIDED BY SEPARATE INSTRUMENT. ALTERATION OF ANY FORM IS ALLOWED WITHIN THE CONSERVATION EASEMENT, 18. REQUIRED FIRE FLOW FOR THIS DEVELOPMENT IS 1,500 G.P.M. FOR A 2 HR DURATION. EXCEPT THAT THE REMOVAL OF NON-NATIVE VEGETATION AND MAINTENANCE 19. THE ON -SITE SANITARY SEWERS, EXCEPT PUBLIC SEWERS WITHIN PUBLIC SEWER EASEMENTS OF NATIVE VEGETATION IS ALLOWED AND IS THE RESPONSIBILITY OF THE OR RIGHTS -OF -WAY, WILL BE PRIVATE AND WILL BE CONSTRUCTED, OPERATED AND PROPERTY MANAGEMENT ASSOCIATION. ANY ACTIVITIES NOT EXPRESSLY ALLOWED DEVELOPMENT PLAN FOR LOT 28 �HOHIKDUU 6ODM126[iL3 ORO VALLEY MARKETPLACE RANCHO VISTOSO-NEIGHBORHOOD 4 3132 OV12-09-01 li l� II OVMP PROJECT BOUNDARY/ LOT LINE - �l h� IQ o I h [,Do I AD N / I 3,265 S.F. I FF=263M22, I Lo HEIGHT=28'/ 36 3> JON 14.19' S03'42'55"E 8.20` LOT 29 S13'26 33" W 21 576�34 �41 R=483.17' L=51.38' Tan=25.72' A=-06'05'35" ADOT RIGHT-OF-WAY R=3697.89' L=226.09' Tan=113.07' 0=03'30'11 " OVMP PROJECT BOUNDARY UNSUBDIVIDED UNSUBDIVIDED BASIS OF ELEV) N 3 c� ZE R14E G myo 0 RV PAD �\ NEIGHBORHOOD 2 COMMERCIAL CENTER ailil�: • a. �l"l R.V. PAD OVM NEIGHBORHOOD 4 DESERT SPRINGS CATALINA SHADOWS ESTATES v BK 51(M&P), PG 1 1 BK.41(M&P), PG.24 �Q 36131 T1 1S _ 31 32 O 1 16 T12S 6 5 1 CATALINA BASIS OF BEARING NO'00'48" E - CATALINA SHADOWS BK. 42, PG. 60 CR-3 STATE PARK SR PROJECT AREA LOCATION MAP 3" =1 MILE A PORTION OF SECTION 5, T12S, R14E, G&SRM, TOWN OF ORO VALLEY, PIMA COUNTY, ARIZONA A; s a 31 132 6 15 LOT 28 PROJECT ITE PALISADES POINT ESTATES BK. 45, PG. 48 CR-1 MAINTAINED ON A PRIVATE BASIS, AND IN ACCORDANCE WITH AN APPROVED OPERATION AND REQUIRE APPROVAL OF THE PROPERTY MANAGEMENT ASSOCIATION AND THE TOWN. - MAINTAINTENANCE PLAN, IF REQUIRED. THE LOCATION AND METHOD OF CONNECTION TO AN 47. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN REASONABLE ACCESS TO LOT 2 8 SITE DEVELOPMENT PLAN PIMA COUNTY ADDRESSING EXISTING PUBLIC SANITARY SEWER IS SUBJECT TO REVIEW AND APPROVAL BY THE PIMA THE PUBLIC TRANSIT SYSTEM. ACCESS MUST COMPLY WITH THE AMERICANS COUNTY WASTEWATER MANAGEMENT DEPARTMENT. WITH TEMPORARBILITY BUS ACT. THE STOPS FCPOERMANENT BUS STOP IS NSIGNAGLE �RSEREMOLVEDING OR ACCESS LEGEND. - WASTEWATER SCALE: 1 "-40' 20. A PROJECT CONSTRUCTION PERMIT MUST BE SECURED FROM PIMA COUNTY IS PROHIBITED DUE TO CONSTRUCTION ACTIVITY. THE CONTRACTOR SHALL NOTIFY MANAGEMENT BEFORE BEGINNING ANY WORK ON THIS PROJECT. SUN OHIBTRAN DARRELL C. ONSJUARUCTION 01 48 HOURS PRIOR TO STARTING _ _ _ _ _ _ _ EXIST. SEWER, TELEPHONE --- - - EXIST. PAVEMENT & CURB 21. A LANDSCAPE PLAN HAS BEEN SUBMITTED UNDER SEPARATE COVER. ( ) ETC. EASEMENT -�--- CONSTRUCTTON OR REMOVAL OF ANY BUS STOPS. DIRECTION OF FLOW 22. THE. PROPERTY OWNERS, HIS SUCCESSORS OR ASSIGNS AGREE T0: 48. PRI01� TO ISSUANCE OF ANY CERTIFICATE OF OCCUPANCY(S), THE CONTRACTOR EXISTING PRIVATE SANITARY ---p OVMP LOT LINE AND PROPERTY PIN TRASH FREE CONDITION. 1) KEEP ALL REQUIRED LANDSCAPED AREAS MAINTAINED IN A WEED FREE, SHALL SUBMIT A TRAFFIC CONTROL PLAN THAT ADDRESSES ADEQUATE SEPARATION SEWER EASEMENT NEW PAVEMENT &CURB OF ("'ONSTRUCTION ACTIVITIES AND GENERAL PUBLIC ACCESS. _ _ EXISTING WATER LINE EASEMENT 2 REPLACE ANY DEAD PLANT MATERIALS WITHIN 90 DAYS AND, 49, THE LANDSCAPING WITHIN ALL PUBLIC SEWER EASEMENTS SHOWN HEREON SHALL RETAINING WALL 3 MAINTAIN THE IRRIGATION SYSTEM IN PROPER WORKING ORDER. BE IN ACCORDANCE WITH THE PLANTING GUIDELINES OF PC/ COT STANDARD EXISTING WATERLINE,VALVE &FIRE *4 0. oo Tc ORO VALLEY MARKETPLACE 23. THE SOILS ENGINEER OF RECORD OR OTHER REGISTERED PROFESSIONAL CIVIL ENGINEER DETAIL WWM. A-4. HYDRAN ; 40.00 FG FINISHED ELEVATION WITH EXPERTISE IN THE AREA OF SOILS ENGINEERING SHALL CERTIFY, IN WRITING, THAT FENCES ETC. MAY BE EXISTING SEWER LINE & MANHOLE 40.00 TC PROPOSED FINISHED ALL SOILS OPERATIONS FOR THIS DEVELOPMENT WERE PERFORMED IN ACCORDANCE WITH 50. NO PERMANENT STRUCTURES (LE., MASONRY WALLS, ) THE RECOMMENDATIONS AS SET FORTH IN THE GEOTECHNICAL INVESTIGATION BY CONSTRUCTED ON OR THROUGH THE PUBLIC SEWER EASEMENTS SHOWN HEREON BUILDING SETBACK 40.00 FG ELEVATION BY SPEEDIE AND ASSOCIATES DATED FEB. 12, 2007 PROJECT N0. 0607125A WITHOUT SEPARATE WRITTEN CONSENT OF THE PIMA COUNTY WASTEWATER ORO VAL EY MARKET PLACE 2950- - PROP. CONTOUR 5' INCREMENTS) _ � -2g� _ - AND ANY ACCEPTED ADDENDA/ AMENDMENTS MADE THERETO. MANAGEMENT DEPARTMENT. CONTOUR (5' INCREMENTS) 2951 PROP. CONTOUR (1' INCREMENT) ENGINEER SAID ENGINEER WILL FURTHER CERTIFY, IN WRITING, THAT ALL MATERIALS UTILIZED ON 51. ARE HYDRANTS CONNECTED TO AN APPROVED WATER SUPPLY OF 1,500 GPM FOR - `2951 - _ _ ORO VALLEY MARKET PLACE - - - - - FLOW LINE THIS DEVELOPMENT ARE IN CONFORMANCE WITH THE ACCEPTED PLANS AND FIRE PROTECTION SHALL BE INSTALLED AND IN SERVICE PRIOR TO COMBUSTIBLE CONTOUR (V INCREMENT)-X-X-X- IN-N-OUT'S LIMITS OF THE WLB GROUP, INC. SPECIFICATIONS. CERTIFICATIONS, IN WRITING, ARE TO BE RECEIVED BY THE MATERIAL DELIVERY TO THE SITE. TEMPORARY CONSTRUCTION OFFICE TRAILERS IRR- IRRIGATIQN METER CONSTRUCTION 4444 E. BROADWAY TOWN ENGINEER OF THE TOWN OF ORO VALLEY PRIOR TO THE REQUEST FOR ANY ARE CONSIDERED COMBUSTIBLE MATERIALS. PROJECT BOUNDARY AND PROPERTY PIN HANDICAP ROUTE TUCSON, ARIZONA 85711 BUILDING PERMITS AND/OR INSPECTION AND THE RELEASE OF ASSURANCES. 52. APPROVED FIRE APPARATUS ACCESS ROADS SHALL BE INSTALLED AND IN SERVICE _ _ CONTACT: DAVID W. LITTLE, P.E. 24. THE PROFESSIONAL ENGINEER OF RECORD SHALL SUBMIT AS -BUILT RECORD DRAWINGS AND ' - - ADOT Row LINE SECTION LINE PRIOR TO COMBUSTIBLE MATERIAL DELIVERY TO THE SITE. PHONE: (520) 881-7480 CERTIFY IN WRITING THAT ALL IMPROVEMENTS, WHETHER PRIVATE OR PUBLIC, HAVE BEEN 53. AN APPROVED AUTOMATIC SPRINKLER SYSTEM SHALL BE INSTALLED THROUGHOUT TYPE II BIKE RACK .. �. �. _- _ .� - TOWN OF ORO VALLEY/PIMA COUNTY LIMITS FAX: (520) 881-7492 CONSTRUCTED, PLACED, INSTALLED, ETC., IN SUBSTANTIAL CONFORMANCE WITH THE EACH BUILDING. 0 BASIS OF ELEVATION SUB -WATERSHED BOUNDARY LINES ACCEPTED PLANS FOR THIS DEVELOPMENT. CERTIFICATIONS, IN WRITING AND THE 54. TEMPORARY STREET SIGNS SHALL BE INSTALLED AT EACH STREET INTERSECTION z� �- AS -BUILT RECORD DRAWINGS ARE TO BE RECEIVED BY THE TOWN OF ORO VALLEY A WHENSVf CONSTRUCTION OF NEW ROADWAYS ALLOWS PASSAGE OF VEHICLES. ALL [,!�-- _ SIGHT VISIBILITY TRIANGLE • MINIMUM OF TWO(2) WEEKS PRIOR TO THE REQUEST FOR CERTIFICATES OF OCCUPANCY STRUCTURES UNDER CONSTRUCTION SHALL BE CLEARLY IDENTIFIED WITH AN SHEET INDEX. AND/OR FINAL INSPECTION BY THE DEPARTMENT OF PUBLIC WORKS AND THE RELEASE APPROVED ADDRESS. 13.0 CONCENTRATION POINT 55. DEVELOPMENT PLANS WILL BE SUBMITTED FOR COMMERCIAL LOTS OR PADS PRIOR SHEET 1 COVER SHEET OF ASSURANCES, IF THE PROJECT IS PHASED THE ABOVE PERTAINS TO EACH PHASE. TO THE ISSUANCE OF ANY PERMITS BY THE TOWN ENGINEER AND/OR TC= TOP OF CURB SHEET 2 DEMOLITION PLAN SHEET BUILDING OFFICIAL. FG= FINISHED GRADE 56. AN ODOR ABATEMENT PLAN WILL BE PREPARED AND SUBMITTED TO THE TOWN SW= SIDEWALK SHEET 3 SITE PLAN SHEET The Engineering . Planning . Surveying OF 01R0 VALLEY FOR APPROVAL. GB= GRADE BREAK SHEET 4 GRADING/DRAINAGE SHEET Landscape Architecture Urban Design HP/LP= HIGH POIVT/LOW POINT WLBOffices located in: Tucson, Phoenix and FS= FIRE SERVICE_ SHEET 5 UTILITY PLAN SHEET Flagstaff, Arizona and Los Vegas, Nevada. 4444 E. Broadway Tucson, Az 85711 WS- WATER StiRVICE rOUpNc (520) 881-7480 INV.= INVERT SHEETS 6-7 DETAIL SHEETS TANGERINE ROAD ----- --` (OKT. 9240 PG. 322) h * o ct a v�N O o J r DESERT SPRINGS BK. 51 (M&P) PG. 11 MR, RVC, SR CATALINA STATE PARK SR ORO VALLEY MARKETPLACE PROJECT OVERVIEW SCALE: 1 "=800' APPROVED: ' 1;eL 3 P. E:- to-24-o9 PIMA COUNTY REGIONAL WASTEWATER RECLAMATION DEPT. DATE I, KATHRYN E. CUVELIER, CMC, TOWN CLERK, TOWN OF ORO VALLEY, ARIZONA, HEREBY CERTIFY THAT THIS IS THE TRUE AND CORRECT DEVELOPMENT PLAN AS APPROVED BY THE ORO VALLEY MAYOR OWNER/DEVELOPER AND TOWN COUNCIL ON <% 2bo9 IN-N-OUT BURGER �-, ©/'o ff ) -q T 13502 HAMBURGER LANE KA HRYN E. CUVELIER, CMC TOWN CLERK DATE BALDWIN PARK, CALIFORNIA 91706 Two working days before you dig CONTACT: KEITH GILBERT CALLFOR THE BLUE STAKES PHONE: (626) 813-8277 OV12-09-01 40-78MA FAX: (626) 338-9173 DEVELOPMENT PLAN FOR B1Ue Stoke Center LOT 28 OF ORO VALLEY MARKETPLACE F1CA nay RANCHO VISTOSO-NEIGHBORHOOD 4 3 do LOT 28 OF ORO VALLEY MARKETPLACE DAVID W. PER BOOK 64 OF MAPS AND PLATS, PAGE 42 LITLE BEING A PORTION OF SECTION 5, T12S, R14E, G&SRM, -q�Ps �a TOWN OF ORO VALLEY, PIMA COUNTY, ARIZONA ONA EXPIRES 6/30/2010 DATE: SEPTEMBER, 2009 LOT NO. 28 WLB NO. 185050-G-F01/0105 CONTOUR INTERVAL: 1' SHEET 1 OF 7 o ct a v�N O o J r DESERT SPRINGS BK. 51 (M&P) PG. 11 MR, RVC, SR CATALINA STATE PARK SR ORO VALLEY MARKETPLACE PROJECT OVERVIEW SCALE: 1 "=800' APPROVED: ' 1;eL 3 P. E:- to-24-o9 PIMA COUNTY REGIONAL WASTEWATER RECLAMATION DEPT. DATE I, KATHRYN E. CUVELIER, CMC, TOWN CLERK, TOWN OF ORO VALLEY, ARIZONA, HEREBY CERTIFY THAT THIS IS THE TRUE AND CORRECT DEVELOPMENT PLAN AS APPROVED BY THE ORO VALLEY MAYOR OWNER/DEVELOPER AND TOWN COUNCIL ON <% 2bo9 IN-N-OUT BURGER �-, ©/'o ff ) -q T 13502 HAMBURGER LANE KA HRYN E. CUVELIER, CMC TOWN CLERK DATE BALDWIN PARK, CALIFORNIA 91706 Two working days before you dig CONTACT: KEITH GILBERT CALLFOR THE BLUE STAKES PHONE: (626) 813-8277 OV12-09-01 40-78MA FAX: (626) 338-9173 DEVELOPMENT PLAN FOR B1Ue Stoke Center LOT 28 OF ORO VALLEY MARKETPLACE F1CA nay RANCHO VISTOSO-NEIGHBORHOOD 4 3 do LOT 28 OF ORO VALLEY MARKETPLACE DAVID W. PER BOOK 64 OF MAPS AND PLATS, PAGE 42 LITLE BEING A PORTION OF SECTION 5, T12S, R14E, G&SRM, -q�Ps �a TOWN OF ORO VALLEY, PIMA COUNTY, ARIZONA ONA EXPIRES 6/30/2010 DATE: SEPTEMBER, 2009 LOT NO. 28 WLB NO. 185050-G-F01/0105 CONTOUR INTERVAL: 1' SHEET 1 OF 7 The Engineering . Planning • . Surveying Landscape Architecture Urban Design /� %I Offices located in: Tucson, Phoenix and Y Y L Flagstaff, Arizona and Las Vegas, Nevada. GroupVVLB 4444 E. Broadway Tucson, Az 85711 N(520) 881-7480 DEMOLITION PLAN LEGEND: EXISTING AREA TO BE REMOVED P= EXISTING UTILITIES TO BE REMOVED GENERAL DEMOLITION NOTES 1. ALL DEMOLITION WORK SHALL BE IN ACCORDANCE WITH THE ORDINANCES, REGULATIONS AND APPLICABLE CODES OF THE TOWN OF ORO VALLEY AND WITH THE LATEST EDITION OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION 2. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING IMPROVEMENTS (_WHICH ARE TO REMAIN IN PLACE) RESULTING DIRECTLY OR INDIRECTLY FRO)' OPERATIONS, WHETHER OR NOT THOSE EXISTING IMPROVEMENTS ARE SHOWN ON THIS PLAN. 8. CONTRACTOR SHALL CONTACT THE UNDERGROUND SERVICE ALERT, 811 OR 602-263-1100, 48 HOURS IN ADVANCE OF COMMENCEMENT OF CONSTRUCTION FOR EXISTING UTILITY LOCATIONS. THE CONTRACTOR IS REQUIRED TO TAKE DUB PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN AND ANY OTHER LINES OF RECORD NOT SHOWN ON THIS DRAWING. 9 SHALL BE PROVIDED AS SPECIFIED FLAGMEN TRAFFIC MANUAL AND PUBLISHED SAFETY DEVICES YCTHE STATE OF ARIZONA DEPARTMENT OF TRANSPORTATION LATEST EDITION AND THE CITY OF TUCSON. 3. IF ANY UNKNOWN SUB —SURFACE STRUCTURE IS ENCOUNTERED DURING 10. EXISTING CITY STREETS SHALL BE KEPT CLEAN OF ALL MATERIALS RESULTING DEMOLITION, IT SHOULD BE BROUGHT TO THE ATTENTION OF THE SUPERVISING FROM THE DEMOLITION OPERATIONS. THE STREET RIGHT OF WAY SHALL BE CIVIL ENGINEER AND THE PROJECT MANAGER FOR IN—N—OUT BURGER PRIOR CLEANED UP DAILY, AS NECESSARY, TO MAINTAIN SAFE PEDESTRIAN AND TO PROCEEDING WITH THE WORK. VEHICULAR PASSAGE AT ALL TIMES. 4. DUST SHALL BE CONTROLLED BY WATERING. 5. PRIOR TO COMMENCING ANY DEMOLITION WORK, THE CONTRACTOR SHALL OBTAIN A FIRE HYDRANT WATER METER FROM THE CITY OF TUCSON WATER DEPARTMENT AND THE METER SHALL BE USED AT ALL TIMES WHEN WATER IS BEING OBTAINED FROM A CITY OF TUCSON FIRE HYDRANT. 6. THE LOCATION AND PROTECTION OF ALL UTILITIES AND SURVEY MONUMENTS OF THERRESPONSIIbILIW YE OFETHE RCONTRACTOR RTHEHCONTRACTOR THESE THERE TOTAL EXPENSE OF REPAIR OR REPLACEMENT OF UTILITIES AND SURVEY MONUMENTS THAT HAVE BEEN DAMAGED OR DESTROYED DURING DEMOLITION. 7. ALL ONSITE IMPROVEMENTS WHICH ARE TO BE REMOVED OFFSITE SHALL BE PROPERLY HANDLED AND DISPOSED OF IN COMPLIANCE WITH EXISTING TOWN, COUNTY, STATE AND FEDERAL GUIDELINES AND REGULATIONS. SCALE. 1 "= 20' EXPIRES 6/30/2010 11. ANY MODIFICATIONS OF OR CHANGES IN APPROVED DEMOLITION PLANS MUST BE APPROVED BY THE SUPERVISING ENGINEER AND OWNER. 12. A COPY OF THE DEMOLITION PERMIT AND APPROVED DEMOLITION PLAN MUST BE IN THE POSSESSION OF A RESPONSIBLE PERSON AND AVAILABLE AT THE SITE AT ALL TIMES. 13. CAUSED BY DEMOLITIONCOPERATIONS I AS D RECTED Y THE T�UPERVISING DEBRIS ENGINEER IN—N—OUT BURGER OR GNERNING AUTHORITIES RETURN ADJACENT AREAS T6 THE CONDITION EXISTING PRIOR TO START OF WORK. 14. CONTRACTOR IS REQUIRED TO OBTAIN A DEMOLITION PERMIT AND UTILITY DISCONNECTION PERMITS FROM THE TOWN OF ORO VALLEY AND UTILITY COMPANIES AS REQUIRED PRIOR TO COMMENCING ANY DEMOLITION WORK. OVf2-09-Of DEVELOPMENT PLAN FOR LO T 28 OF Two working days before you dig CALL FOR THE BLUE STAKES HWP82-534 Blue Stoke Center ORO VALLEY MARKETPLACE RANCHO VISTOSO- NEIGHBORHOOD 4 LOT 28 OF ORO VALLEY MARKETPLACE PER BOOK 64 OF MAPS AND PLATS, PAGE 42 BEING A PORTION OF SECTION 5, T12S, R14E, G&SRM, TOWN OF ORO VALLEY, PIMA COUNTY, ARIZONA DATE: SEPTEMBER, 2009 WLB NO. 185050—G—F01 /0105 CONTOUR INTERVAL: 1' LOT N0. 28 SHEET 2 OF 7 OVMP PROJECT BOUNDARY nAPPROXIMATE LIMIT " CONSTRUCTION � 1 CANOPY 0 OUTDOOR "DRIVE THRU" AREA ABLE FOR 10 CAR STACKING SEE NOTE ON DETAIL 6 SHEET 6 ROJECT DUNDARY 11 / ro CANOPY OVER DRIVE —THRU /la 1 / lO / 1 r) ls, ` e 7 10.0 L.F. 1-18" SRP 0.50% C ' 'x3' APPROXIMATE LIMIT OF CONSTRUCTION ®. "THANK YOU" "DO NOT ENTER" SIGN 14.19' S03'42'55"E The Engineering . Planning . Surveying Landscape Architecture . Urban Design A /) Offices located in; Tucson, Phoenix and �/�/� Flagstaff, Arizona and Las Vegas, Nevada. Group4444 E. Broadway Tucson, Az 85711 NC. (520) 881 —7480 30' - 18nx24" HRU" SIGN 7. 20, 20, -l09 67' S7gS N 8.20' S13'26'33"W OF CONSTRUCTION zy) a; 0� SITE PLAN 8" EJ 0 OVMP LOT LINE ADOT RIGHT-OF-WAY Now �I jg -` �1 I R=483.17' L=51.38' - -- Tan=25.72' O ' A --06'05'35" �l I �l Ij 1� APP XIMATE LIMIT �OF QNSTRUCTION .Il / R=3697.89' L=226.09' Tan=113.07' 6=03'30'11" LEGEND: PROPOSED HARDSCAPE AREAS EXIST. PAVEMENT & CURB -- ` SEE CONSTRUCTION NOTE 8 NEW PAVEMENT & CURB PROPOSED HEAVY DUTY PAVEMENT LOT LINE PROPOSED COLORED CONCRETE PAVEMENT RETAINING WALL SEE CONSTRUCTION NOTE 10 PROPOSED DECORATIVE CROSS WALK ® PROPOSED NUMBER OF PARKING SEE CONSTRUCTION NOTE 22 SPACES PROVIDED PROPOSEDOCNT RET DRIVE THRU CONCRETE 6 EXISTING NUMBER OF PARKING NOTESPACES PROVIDED IN-N-OUT BURGERS APPROXIMATE 3�R_ EXISTING CURB RADIUS DIMENSION --X—X—X— LIMITS OF CONSTRUCTION 33 R PROPOSED CURB RADIUS DIMENSION WATERLINE,VALVE &FIRE ICYEXISTING HYDRANT PROJECT BOUNDARY AND PROPERTY PIN EXISTING SEWER LINE & MANHOLE — — ADOT ROW LINE �- -- — SUB -WATERSHED BOUNDARY LINES TYPE II BIKE RACK --- ---0 OVMP LOT LINE AND PROPERTY PINsK:>= HANDICAP ROUTE SIGHT VISIBILITY TRIANGLE DETAIL 100, , 10, MAJOR 10 P.A.A.L. 30 10, MINOR 10 P.A.A.L. C0NSTRUCV0N NOTES 1 CONSTRUCT 6" CONCRETE CURB PER DETAIL 1, SHEET 6. gCONSTRUCT 12" WIDE GROOVE FOR CONCRETE HANDICAP RAMP 2 CONSTRUCT TRANSITION FROM 0" TO 6" CURB FACE HEIGHT. PER DETAIL 9A, SHEET 6. 3 CONSTRUCT 0" CONCRETE CURB. 14 DET CTABLAE WARNING PPROVED EQUAL SHALL BE WET SET ARMOR TILE 4 FCONSTRUCT HEIGHT.' LONG TRANSITION FROM 0" TO 6" CURB 15 17.5 L.F. SCUPPER PER PC/COT STD. DTL. 205 (TYPE 2) WITH 3" LOCAL DEPRESSION AND TRITON FIRST FLUSH INSERT. (5)CONS UCT 4" CONCRETE CURB PER DETAIL 1, SHEET 6. SINSTALL BOLLARD PER DETAIL 11, SHEET 6 BY SEPARATE PERMIT. 6 CONSTRUCT 6" CONCRETE CURB WITH 12" STEP -OFF. *CONSTRUCT 4" THICK ON -SITE A.C. PAVEMENT OVER 8" THICK 7 CONSTRUCT 6" CONCRETE CURB AND 18" GUTTER OVER 4" CLASS 2 CRUSHED AGGREGATE BASE COMPACTED TO AT LEAST THICK 95% MINIMUM COMPACTED CRUSHED AGGREGATE BASE 95% OF ITS MAXIMUM DENSITY OVER 12 MINIMUM THICK OVER 12" MINIMUM THICK 90% COMPACTED MOISTURE MOISTURE CONDITIONED SOIL SCARIFIED AND COMPACTED TO AT CONDITIONED SUBGRADE OVER COMPACTED NATIVE GROUND LEAST 90% OF ITS MAXIMUM DENSITY OVER COMPACTED NATIVE PER DETAIL 2, SHEET 6. GROUND. ®CONSTRUCT 4" THICK CONCRETE SIDEWALK OVER 6" MINIMUM 18 3' SCREEN WALL PER PC/COT STD. DTL. NO, 109. THICK 90% COMPACTED MOISTURE CONDITIONED GROUND PER 19 BICYCLE RACK PER DETAIL 8, SHEET 6. DETAILS 3B AND 4, SHEET 6. CONCRETE TO BE 5'x5' SCORED SURFACE. 0 MATCH ORO VALLEY MARKETPLACE PLANS. *OCONSTRUCT 6" THICK 4,000 PSI CONCRETE PAVEMENT OVER 6" 21 TYPICAL PARKING STALL LAYOUT PER DETAIL 7, (CLASS II) MINIMUM THICK 95% COMPACTED CRUSHED SHEET 6. AGGREGATE BASE IN DRIVE THRU LANE AND STORAGE AREA. COLORED DECORATIVE PAVING CROSSWALK CONCRETE OR TA PLACE COMPACTED AGGREGATE BASE OVER 12 MINIMUM THICK ASPHALT) ( STAMPED MOISTURE CONDITIONED GROUND SCARIFIED AND COMPACTED TO DUMPSTER ENCLOSURE PER DETAIL 3, SHEET 7. AT LEAST 90% OF ITS MAXIMUM DENSITY OVER COMPACTED NATIVE GROUND PER DETAIL 3A, SHEET 6. SHANDI—CAP PARKING STALLS PER DETAIL 1A, SHEET 7. * 10 CONSTRUCT 6"„THICK 4,000 PSI CONCRETE PAVEMENT COLOREDCONSTRUCT TYPE 4 CATCH BASIN PER PC COT STD. DTL. 309 WITH BLACK OVER 6 (CLASS II) MINIMUM THICK 95% COMPACTED 1—EF-1 GRATE AND TRITON FIRST FLUSH INSERT. CRUSHED AGGREGATE BASE IN THE PARKING AND TRASH RIM=38.64, INV.=36.53. ENCLOSURE AREA. PLACE COMPACTED AGGREGATE BASE OVER 12" MINIMUM THICK MOISTURE CONDITIONED GROUND SCARIFIED ©CONSTRUCT RIP —RAP PER DETAIL 2, SHEET 7. AND COMPACTED TO AT LEAST 90% OF ITS MAXIMUM DENSITY LANDSCAPE BUFFER - SEE LANDSCAPE PLANS PREPARED BY OVER COMPACTED NATIVE GROUND PER DETAILS 3B AND 3C, THE WLB GROUP, INC. SHEET 6. 11 ® CONSTRUCT ACCESS RAMP PER DETAIL 6, SHEET 6. HANDI—CAP PARKING SIGN PER DETAIL 1 B, SHEET 7. 12 CONSTRUCT ACCESS RAMP PER DETAIL 10, SHEET 6. 6g 3" PVC PIPE THROUGH 6" VERTICAL CURB. 30 PLANTER POT. SEE LANDSCAPE PLANS PREPARED BY THE WLB GROUP, INC. NOTE: * INDICATES THAT THIS PAVEMENT SECTION IS THE MINIMUM SECTION. CONTRACTOR SHALL REVIEW THE SOILS REPORT FOR SITE SPECIFIC PAVEMENT DESIGN SECTION THE THICKER PAVEMENT SECTION SHALL GOVERN. SCALE. 1"_ 20' OV12-09-01 DEVELOPMENT PLAN FOR Two working days before you dig CALL FOR THE BLUE STAKES 1-600-1 U2-��`tV Blue Stake Center LOT 28 OF a,F ORO VALLEY MARKETPLACE 34 �Q' RANCHO VISTOSO—NEIGHB_ORHOOB 4 DAVI D W. LITTLE ,q EXPIRES 6/30/2010 LOT 28 OF ORO VALLEY MARKETPLACE PER BOOK 64 OF MAPS AND PLATS, PAGE 42 BEING A PORTION OF SECTION 5, T12S, R14E, G&SRM, TOWN OF ORO VALLEY, PIMA COUNTY, ARIZONA DATE: SEPTEMBER, 2009 LOT NO. 28 WLB NO. 185050-G-FOI/0105 CONTOUR INTERVAL: 1' SHEET 3 OF 7 OVMP PROJECT \ \\ \ BOUNDARY \ \�� 20'x5' /CFS I GRADE TO 38.2� DRAIN ° I TO EXISTING GRADE / 1.0% MIN. / / / / 6 13.0 "3 .14 4� 8.97TC i 4 Fq10 18 J-3`� _ �,Qr. i 8. cl \ PROJECT / / 18 ! BOUNDARY / 11 SEE NOTE ON / 39.54 DETAIL 6 SHEET 6 ,� p' z / •� 19 so ° 3 962 / �2?Tc -° TYP. \\ / c/ I / (O�/ ! QUU ODM (IV/, , LOT 28 9 ° PAD N 1 4 . FF=2639.62 ,��� 39.56 ? PAD EL=26 8. 1.oq HEIGHT= -0 \ t ROOF D AIN - TYP. 39.56 \ LOCATIONS -' T 8 16 I 6 \ \\ � \ i\ a\ oti "�' 39.` 39.0 ! 39.0 3 � 1 2. ° 2 �� I �,� `� TYP. G8 3g 4 16 1.5 ,�y J.O . P _ J 39.13 \ \ 30 39.54 0.50 7 SW \ 9.61 TP g 3 3 ktio� r 6- \ 39 25TC `�9 • 69,• 38.75FG \ \ INV.=36.48 i / 3'x3' \ 7 / �9 26 S� 6.0 .89 9• 3 F � 1 10.0 L.F. 1-18" SRP ©0.50% \� 1 g9��� 9' FG 6TC 1 1 1 1 \ 3 S 4�99�� I 1► I II I �° I III .:- \ \ 14.19' , „ I \ j III 39.67FG 40. �' I 9.6 ' S�6'34 FG/FL / 8.20 J�_SJ S13'26 _ / � FIG / i I \ 84 If-, ./ --� The Engineering . Planning . Surveying • Landscape Architecture Urban Design `�%� Offices located in: Tucson, Phoenix and Y Y -B Flagstaff, Arizona and Las Vegas, Nevada. Group 4444 E. Broadway Tucson, Az 85711 INC (520) 881-7480 _ 1 Itl It I Y-'C 0 - 39.31TC 81FG �> o F C, I� I I I ( I III II I 0 ���T \ I I i OVMP LOT LINE I ADOT r/� \`--------------1----- ------ - �� I I RIGHT-0 -WAY II 72rc 1 I I I 22I-G 38.82TC 38.32FG I 20III3.85 86'45'38) �E I i I l I 11 1 1 l / � ��_-----_-- � i I I IJ J J 11 1 l 1 6 i 1 11 ! I 0 Ill 3B ^�c'A �' -� I ! I I J I R=483.117 , I 6 rn 1 ---- 'I -- - -- 1 _-- I I I l I 1 L= 51.38'i i, 11 1 1 'M I 6, I 1 I I Tan=25.7� !,1 1 1 koD I -- 1 _ `� I I J I I A� 06 95, 35 1 1 1 R3 I \\ I 1 a; l II 11 IIII 1 1 1 1 / rn .i' J I I i l l l � llllllllr l I I \IIII 1 1 l l 1 6 ;8� w� � I I I IIII /Itlll11111 `�� G ADOT1 I I I l l I I I l l l l l l l l l ! lllllllllll / RIGH -OF-WAY I I IIIIJrJJiJJ o �� `�o��,��C II - J 1/� 1 ! / I llllllllllll �~- �o �� u� �l I l j l i! I I II111lllllllll l R 3697.89' l l i l I I 1111 J I 1 I l_ llllllllllr! I o ,L=226,0�. �,1 1 / J 2 ��� J ! I! I lTan=1,13, '7l l l l l l J I l I l l 1 c / ( o i< I I I L1-03;30�1 � � -�o� / / I i lilrlilll111111/ I �cy� O I�rl l I I I I I I tI1 i1llll/llll/l I I J 40.69rc -_ / y �� 19F0 �-�1 R�ADI I I! l EAST' / l i , �W VgRIE CA TALI �F" ORAC liJlllrll���,SJi P.C. NgSTA LERDgD ZOA/ lE PARk ��-�_ 1 / / I 1 ///lllllllfill / SR -� � �.��-��-__ � I l I l l I � l I OVMP PROJECT E N f l l /llllllllflll I 41 � � OUNDARY 3,3w �� �,l/ � l I I III J l i/lilrrlJll/Il I ���; .�-�'-�l� l JJI llllllllllll J �-- S7 63441 l l I/ I l l 11/IllllllJllll l J GRADING PLAN CONSTRUCTION NOTES 1 CONSTRUCT 6' CONCRETE CURB PER DETAIL 1, SHEET 6. 13 CONSTRUCT 12" WIDE GROOVE FOR CONCRETE HANDICAP RAMP 2 CONSTRUCT TRANSITION FROM 0" TO 6" CURB FACE HEIGHT. PER DETAIL 9A, SHEET 6. 3 CONSTRUCT 0" CONCRETE CURB. 14 ORTAPPR01/ED EQUAL SHALL BE WET SET ARMOR TILE 4 CONSTRUCT 3' LONG TRANSITION FROM 0" TO 6" CURB 15 17.5 L.F. SCUPPER PER PC COT STD. DTL. 205 (TYPE 2) WITH 3" LOCAL FACE HEIGHT. DEPRESSION AND TRITON FIRST FLUSH INSERT. 5 CONSTRUCT 4" CONCRETE CURB PER DETAIL 1, SHEET 6. 16 INSTALL BOLLARD PER DETAIL 11, SHEET 6 BY SEPARATE PERMIT. TTHICK CONSTRUCT 6" CONCRETE CURB WITH 12" STEP -OFF. * 17 CONSTRUCT 4" THICK ON -,SITE A.C. PAVEMENT OVER 8" THICK CONSTRUCT 6" CONCRETE CURB AND 18" GUTTER OVER 4CLASS 2 CRUSHED AGGREGATE BASE COMPACTED TO AT LEAST 95% MINIMUM COMPACTED CRUSHED AGGREGATE BASE 95% OF ITS MAXIMUM DENSITY OVER 12 MINIMUM THICK OVER 12" MINIMUM THICK 90% COMPACTED MOISTURE MOISTURE CONDITIONED SOIL SCARIFIED AND COMPACTED TO AT CONDITIONED SUBGRADE OVER COMPACTED NATIVE GROUND LEAST 90% OF ITS MAXIMUM DENSITY OVER COMPACTED NATIVE PER DETAIL 2, SHEET 6. GROUND. ®CONSTRUCT 4" THICK CONCRETE SIDEWALK OVER 6" MINIMUM 18 3' SCREEN WALL PER PC/COT STD. DTL. NO. 109. THICK 90% COMPACTED MOISTURE CONDITIONED GROUND PER 19 BICYCLE RACK PER DETAIL 8, SHEET 6. DETAILS 3B AND 4, SHEET 6. CONCRETE TO BE 5'x5' SCORED SURFACE. 0 MATCH ORO VALLEY MARKETPLACE PLANS. *OCONSTRUCT 6' THICK 4,000 PSI CONCRETE PAVEMENT OVER 6" 21 TYPICAL PARKING STALL LAYOUT PER DETAIL 7, (CLASS 11) MINIMUM THICK 95% COMPACTED CRUSHED SHEET 6. AGGREGATE BASE IN DRIVE THRU LANE AND STORAGE AREA. COLORED DECORATIVE PAVING CROSSWALK (CONCRETE OR STAMPED PLACE COMPACTED AGGREGATE BASE OVER 12" MINIMUM THICK ASPHALT) MOISTURE CONDITIONED GROUND SCARIFIED AND COMPACTED TO DUMPSTER ENCLOSURE PER DETAIL 3, SHEET 7. AT LEAST 90% OF ITS MAXIMUM DENSITY OVER COMPACTED NATIVE GROUND PER DETAIL 3A, SHEET 6. 11-EF-1 HANDI-CAP PARKING STALLS PER DETAIL 1 A, SHEET 7. * glQCONSTRUCT 6" THICK 4,000 PSI CONCRETE PAVEMENT COLOREDCONSTRUCT TYPE 4 CATCH BASIN PER %COT STD. DTL. 309 WITH BLACK OVER 6" (CLASS IMINIMUM THICK 95% COMPACTED GRATE AND TRITON FIRST FLUSSERT. CRUSHED AGGREGATE BA IN THE PARKING AND TRASH RIM=38.64, INV.=36.53. ENCLOSURE AREA. PLACE COMPACTED AGGREGATE BASE OVER 6 CONSTRUCT RIP -RAP PER DETAIL 2, SHEET 7. 12" MINIMUM THICK MOISTURE CONDITIONED GROUND SCARIFIED 0 AND COMPACTED TO AT LEAST 90% OF ITS MAXIMUM DENSITY �3' HIGH LANDSCAPE SCREEN - SEE LANDSCAPE PLANS PREPARED BY OVER COMPACTED NATIVE GROUND PER DETAILS 3B AND 3C, THE WLB GROUP, INC. SHEET 6. ® S HANDI-CAP PARKING SIGN PER DETAIL 1B, SHEET 7. CONSTRUCT ACCESS RAMP PER DETAIL 6, SHEET 6. 3" PVC PIPE THROUGH 6" VERTICAL CURB.CONSTRUCT ACCESS RAMP PER DETAIL 10, SHEET 6. �g 30 PLANTER POT. SEE LANDSCAPE PLANS PREPARED BY THE WLB GROUP, INC. NOTE: * INDICATES THAT THIS PAVEMENT SECTION IS THE MINIMUM SECTION. CONTRACTOR SHALL REVIEW THE SOILS REPORT FOR SITE SPECIFIC PAVEMENT DESIGN SECTION THE THICKER PAVEMENT SECTION SHALL GOVERN. SCALE: 1 "= 20' c``' 36234 "(2 oAVI o w. owe Ll TTLE 9 S; A i 0NA ll- EXPIRES 6/30/2010 Two working days before you dig CALL FOR THE BLUE STAKES OV12-09-011-8W-78M340 DEVELOPMENT PLAN FOR Stoke center LOT 28 of ORO VALLEY MARKETPLACE RANCHO VISTOSO- NEIGHBORHOOD 4. LOT 28 OF ORO VALLEY MARKETPLACE PER BOOK 64 OF MAPS AND PLATS, PAGE 42 BEING A PORTION OF SECTION 5, T12S, R14E, G&SRM, TOWN OF ORO VALLEY, PIMA COUNTY, ARIZONA DATE: SEPTEMBER, 2009 LOT NO. 28 WLB NO. 185050-G-FOI /0105 CONTOUR INTERVAL: 1' SHEET 4 O F % The Engineering . Planning . Surveying Landscape Architecture . Urban Design 1 A i� Offices located in: Tucson, Phoenix and VVL Flagstaff, Arizona and Las Vegas, Nevada. 4444 E. Broadway Tucson, Az 85711 VFLB WC. G roup (520)881— 7480 UTILITY PLAN UTILITY NOTES 14 EXISTING PRIVATE SSMH (PLAN PV-2007-021) ❑1 15' WATER LINE EASEMENT BY SEPARATE INSTRUMENT RIM=2638.99 INV. IN.=2631,55 INV. OUT = 2631.45 EXISTING 8" PVC WATER LINE 15 EXISTING 192.02 LF 8" SEWER 0 0.50% (PLAN PV-2007-021) EXISTING 31.50 LF 2" WATER SERVICE TO BE REMOVED 16 EXISTING 325.80 LF 8" SEWER ® 0.70% (PLAN PV-2007-021) PER TW STD. DTL. W-350 AT CORPORATION 17 EXISTING 6" SEWER BCS PER PC/COT STD. DTL. ® 2" WATER SERVICE CONNECTION PER TW STD. DTL. W-312 WWM 401. WITH TRAFFIC RATED METER BOX 18 EXISTING 8" SEWER INV. = 2632.27, 6" BCS INV. = 2632.42 F5 EXISTING FIRE HYDRANT PER PC/COT STD. DTL. NO. W-500. 19 INSTALL 1500 GALLON GREASE INTERCEPTOR MANUFACTURED BY EXISTING 32.35 LF 6" FIRE SERVICE TO BE REMOVED JENSEN PRECAST, MODEL KJP1500G, BY SEPARATE PERMIT. © PER TW STD. DTL. W-350 (BLIND FLANGE) F2-� INSTALL NEW 1" GAS SERVICE PIPE AND METER TO THE NEW BUILDING PER SOUTHWEST GAS STANDARDS AND SPECIFICATIONS. F7 NEW 6" DIAMETER DIP FIRE SERVICE 21 INSTALL NEW UNDERGROUND TELEPHONE SERVICE CONDUIT TO THE NEW BUILDING PER QWEST STANDARDS AND SPECIFICATIONS. NEW 2" DIAMETER DOMESTIC WATER METER PER TW STD. DTL. W-312 ® AND 2" DIAMETER COPPER WATER SERVICE TO THE NEW BUILDING. 2® INSTALL 1-6"x45° BEND F9 STUB NEW 4" BCS 5' FROM BUILDING. 4" BCS INV.=2635.16 2® INSTALL 1-6"x45' BEND AND 1-6"x22 1/2' BEND 10 INSTALL 4" DIAMETER SDR 35 PVC ONSITE SEWER PIPE AT 2® INSTALL 1-6"x90- BEND A MINMUM SLOPE OF 2%. a INSTALL 3/4" DIAMETER IRRIGATION WATER METER PER TW STD. DTL. 11 INSTALL SEWER CLEANOUT ASSEMBLY TO GRADE PER W-310 AND 3/4" IRRIGATION LINE PER LANDSCAPE PLANS. DETAILS 4A AND 413, SHEET 6. 2® 10' ELECTRIC EASEMENT BY SEPARATE INSTRUMENT. 12 CONNECT TO EXISTING BCS. 6" BCS INV. = 2632.71 [2 � EXISTING 20' SANITARY SEWER EASEMENT CENTERLINE OF EXISTING JOINT UTILITY TRENCH. 13 PER BK. 62 M&P, PG. 19. INSTALL NEW UNDERGROUND ELECTRIC POWER SERVICE CONDUITS TO THE NEW BUILDING PER TUCSON ELECTRIC POWER COMPANY STANDARDS AND SPECIFICATIONS. VERTICAL DIP SECTION, RESTRAIINED JOINTS PER TW-600. 4" SEWER TO BE DUCTILE IRON 10 EITHER SIDE OF FS CROSSING. SCALE: 1 "= 20' UTILITY CONTACTS ELECTRIC TUCSON ELECTRIC POWER COMPANY 220 W. SIXTH STREET P.O. BOX 711 TUCSON, ARIZONA, 85702 GAS SOUTHWEST GAS CORPORATION 3401 E. GAS ROAD P.O. BOX 26500 TUCSON, ARIZONA, 85726-6500 TELEPHONE QWEST 333 E. WETMORE, ROOM 2-43 TUCSON, ARIZONA, 85705 CABLE COMCAST CABLE 8521 N. CORTARO ROAD TUCSON, ARIZONA, 85743 WATER ORO VALLEY UTILITY 11000 N. LA CANADA DRIVE ORO VALLEY, ARIZONA, 85737 SEWER PIMA COUNTY WASTEWATER MANAGEMENT 201 N. STONE AVE., 2ND FLR. TUCSON, ARIZONA, 85701 EXPIRES 6/30/2010 LISA ROMERO (520) 770-7513 BRAD STENINGER (520) 889-5600 AL BOURGET (520) 292-7531 ALAN PHILLIPS (520) 744-1900 MARK MOORE (520) 229-5000 SUBHASH RAVEL P.E. (520) 740-6586 OV12-09-01 DEVELOPMENT PLAN FOR LOT 28 OF Two working doys before you dig CALL FOR THE BLUE STAKES 1-8W-782-534 Blue Stoke Center ORO VALLEY MARKETPLACE RANCHO VISTOSO— NEIGHBORHOOD 4 LOT 28 OF ORO VALLEY MARKETPLACE PER BOOK 64 OF MAPS AND PLATS, PAGE 42 BEING A PORTION OF SECTION 5, T12S, R14E, G&SRM, TOWN OF ORO VALLEY, PIMA COUNTY, ARIZONA DATE: SEPTEMBER, 2009 WLB NO. 185050-G-F01 /0105 CONTOUR INTERVAL: 1' LOT NO. 28 SHEET 5 OF 7 NOTES NOTES 8 --� �-.-3/4" 1/4" 1. CONCRETE AND RELATED MATERIALS SHALL COMPLY IN ALL 1. CONCRETE AND RELATED MATERIALS SHALL COMPLY IN ALL 0.1 TYPICAL UNLESS 0.1' TYPICAL UNLESS 14"-#3 DOWEL AT 24" O.C. RESPECTS WITH ALL APPLICABLE SECTIONS OF THE CURRENT RESPECTS WITH ALL APPLICABLE SECTIONS OF THE CURRENT NOTE: OTHERWISE SHOWN OTHERWISE SHOWN 1/2" RADIUS EDITION OF THE A.P.W.A. ALL CONCRETE SHALL BE CLASS 12" 6" EDITION OF THE A.P.W.A. ALL CONCRETE SHALL BE CLASS 1 4" CROSS SLOPE OF LANDING AREA DOES 1 /4' 6" (TYPICAL) 560-C-325OP, TYPE V CEMENT UNLESS OTHERWISE: SPECIFIED 1 /2" RADIUS 560-C-325OP, TYPE V CEMENT UNLESS OTHERWISE SPECIFIED NOT EXCEED 1.9% IN ANY DIRECTION. L_ BY THE ENGINEER. ( 6" I (TYPICAL) BY THE ENGINEER. 12" MIN. Q w 4:12 BATTER 2. CONTROL JOINTS TO BE A MINIMUM 3/4" POLYSTYRENE JOINT 4:12 BATTER 2. CONTROL JOINTS TO BE A MINIMUM 3/4" POLYSTYRENE JOINT I'r=''ll nl 'll FILLER AT 30' O.C. MAXIMUM, BCR's AND ECR'S. 11I-1 -11 N _ J #4 REBAR CONT. HIT =� FILLER AT 30' O.C. MAXIMUM, BCR's AND ECR'S. u 3. WEAKEND PLANE JOINTS TO BE AT 10' MAX. INTERVALS AND �--- 1" _ � � #4 REBAR CONT. 3. WEAKEND PLANE JOINTS TO BE AT 10' MAX. INTERVALS AND GROOVED BORDER DETAIL PROPOSEDJ c� ALIGNED WITH ANY ADJACENT SIDEWALK OR PCC PAVEMENT, PROPOSED 0 0_ ;� p GRADE OF GRADE OF ALIGNED WITH ANY ADJACENT SIDEWALK OR PCC PAVEMENT, Ft �, w 0.5% MIN. FS HAVE A 1 1/2 INCH MINIMUM DEPTH AND MAY BE SAWCUT. Of HAVE A 1 1 2 INCH MINIMUM DEPTH AND MAY BE SAWCUT. N. DIRT = a 1.2% MIN. AC DIRT 0.5% MIN. FS / w N 4. 4" THICK C.A.B. SHAD_ BE USED WHEN ADJACENT TO SIDEWALK g Q. 1.2% MIN. AC " O� t`Rp iN 1.9% MAX. cv --y 4. 4 THICK C.A.B. SHALL BE USED WHEN ADJACENT TO SIDEWALKAND PCC PAVEMENT. AND PCC PAVEMENT. 3'. " 1.6" MIN, 2.4' MAX #4 REBAR CONT. 3 5. WHEN USING VARIABLE CURB FACE HEIGHT OF BETIVEEN 0" - CENTER TO CENTER SPACING PROP. FS OR 5. WHEN USING VARIABLE CURB FACE HEIGHT OF BETWEEN 0" AND 6" C.F. HOLD 4:12 BATTER AND 12" TOTAL HETIGHT PROP. FS OR AND 6" C.F. HOLD 4:12 BATTER AND 12" TOTAL HEIGHT. o° oo°000000 °oa°oo "ogoo°000 °° O O O O O O O O O O O j_0 0 0 AC PAVEMENT FROM FINISHED SURFACE. °°°O°goe o0000000000 000,°° AC PAVEMENT FINISHED SURFACE. O E3 N 6. ALL SURFACES SHALL BE STRAIGHT, UNIFORM, FREE: OF HUMPS, N 6. ALL SURFACES SHALL BE STRAIGHT, UNIFORM, FREE OF HUMPS, TOP DIA. MIN 50% OF BASE SAGS, IRREGULARITIES AND IMPERFECTIONS. UNIFORM SURFACES SAGS, IRREGULARITIES AND IMPERFECTIONS. UNIFORM SURFACES O O DIA MAX 65% OF BASE DIA p 10" SHALL NOT VARY MORE THAN 0.01' WHEN MEASURED WITH A 10" SHALL NOT VARY MORE THAN 0.01' WHEN MEASURED' WITH A O 0 10 FOOT STRAIGHT EDGE. 10 FOOT STRAIGHT EDGE. O O O 0.2"I 10. UPON COMPLETION OF FINISHING OPERATIONS ALL SURFACES 7. REBAR SHOWN HEREON IS NOT A REQUIREMENT OF THIS PERMIT, 7. REBAR SHOWN HEREON IS NOT A REQUIREMENT OF THIS PERMIT, BASE DIA MIN 0.9" Q2 SHALL BE SPRAYED WITH A "TYPE 1" CURING COMPOUND. BUT IS AN OPTIONAL CONSTRUCTION REQUIREMENT BY IN-N-OUT OR SEE MAX. BURGERS. CONTRACTOR TO VERIFY INSTALLATION W TH IN-N-OUT BUT IS AN OPTIONAL CONSTRUCTION REQUIREMENT BY IN-N-OUT MAX 1.4 OR SEE PLAN ff ff 10. UPON COMPLETION OF FINISHING OPERATIONS ALL SURFACES BURGERS. CONTRACTOR TO VERIFY INSTALLATION WITH IN-N-OUT 1 O TO 6 PLANTER CURB PRIOR TO PLACING BID OR BEGINNING CONSTRUCTION. SHALL BE SPRAYED WITH A "TYPE 1" CURING COMPOUND. PRIOR TO PLACING BID OR BEGINNING CONSTRUCTION. 1 8. INSTALL "TYPE A" JOINT SEALANT IN ALL JOINTS. SEALANT IS BASE TO BASE SPACING O N. T S. 8. INSTALL "TYPE A" JOINT SEALANT IN ALL JOINTS. SEALANT IS 1 2 3 4 5 6 NOT A REQUIREMENT OF THIS PERMIT, BUT IS AN OPTIONAL CURB '/ ff NOT A REQUIREMENT OF THIS PERMIT, BUT IS AN OPTIONAL 0.66' MIN CONSTRUCTION REQUIREMENT BY IN-N-OUT BURGERS. PLANTER CV RB WITH I SIDEWALK CONSTRUCTION REQUIREMENT BY IN-N-OUT BURGERS. KEYNOTES SHOWN CORRESPOND CONTRACTOR TO VERIFY INSTALLATION WITH IN-N-OUT PRIOR 4 CONTRACTOR TO VERIFY INSTALLATION WITH IN-N-OUT PRIOR TRUNCATED DOMES 6FT ACCESS RAMP TO KEYNOTES ON SHTS 3 & 4 TO PLACING BID OR BEGINNING CONSTRUCTION. g N. T•S TO PLACING BID OR BEGINNING CONSTRUCTION. O T. THAT INCLUDE THESE DETAILS (TYP) 9. ALL SURFACES SHALL RECEIVE A FINE BROOM FINISH. 0 9. ALL SURFACES SHALL RECEIVE A FINE BROOM FINISH. N. T.S � N. Ts. #4 REBAR CONT. NOTE"" �> 2 0 \ 6„ 2" 14" -#3 DOWEL AT 24" O.C. 1. CONCRETE AND RELATED MATERIALS SHALL COMPLY IN ALL TYPICAL NOTES 4 X4" GALVANIZED STEEL WITH = 2'-10" = 1. CONCRETE AND RELATED MATERIALS SHALL COMPLY IN ALL 1/4' THICK WALLS (MIN.). (PCC PAVEMENT ONLY) RESPECTS MTH ALL APPLICABLE SECTIONS OF THE CURRENT .r .t 1/2" RADIUS = EDITION OF THE A.P.W.A. ALL CONCRETE SHALL BE CLASS 6" 2" 2" 6" RESPECTS WITH ALL APPLICABLE SECTIONS OF THE CURRENT SEE ARCHITECTURAL PROJECT (TYPICAL) \ 560-C-3250P, TYPE V CEMENT UNLESS OTHERWISE SPECIFIED 1'-6" EDITION OF THE A.P.W.A. ALL CONCRETE SHALL BE CLASS ( 0.5% MIN. FS BY THE EN 3INEER. 560-C-3250P, TYPE V CEMENT UNLESS OTHERWISE SPECIFIED OV13-09-06 FOR COLOR #4 REBAR 1.2% MIN. AC BY THE ENGINEER. 16 14"-#3 DOWEL w CONT. 2. CONTROL JOINTS TO BE A MINIMUM 3/4" POLYSTYRENE JOINT ° #4 REBAR 4' MINIMUM 1O AT 24' O.C. FILLER AT 30' O.C. MAXIMUM, BCR's AND ECR'S. CONT. 2. CONTROL JOINTS TO BE A MINIMUM 3/4" POLYSTYRENE JOINT ANY OBSTRUCTION M =N �#4 REBAR 'fo FILLER AT 30' O.C. MAXIMUM, BCR's AND ECR'S. 3 3. WEAKEND F'LANE JOINTS TO BE AT 10' MAX. INTERVALS AND IN o CONT. 9" N N 3. WEAKEND PLANE JOINTS TO BE AT 10' MAX. INTERVALS AND � - �.2^ ALIGNED WITH ANY ADJACENT SIDEWALK OR PCC PAVEMENT, 7 -- 19QOR 10 OR 17 HAVE A 1 1/2 INCH MINIMUM DEPTH AND MAY BE SAWCUT. ` ALIGNED WITH ANY ADJACENT CURB OR PCC PAVEMENT, 3 I ° ° . HAVE A 1 INCH MINIMUM DEPTH AND MAY BE SAWCUT. .9% MAX.•9% MAX. = 1 1 AX. Q o 4. ALL SURFACES SHALL BE STRAIGHT, UNIFORM, FREE OF HUMPS, N v3" ° ` v ° 3" /2 9-- % MAX.M°0.5% MIN. O SAGS, IRREGULARITIES AND IMPERFECTIONS. UNIFORM SURFACES p y v o 'l0 4. ALL SURFACES SHALL BE STRAIGHT, UNIFORM, FREE OF HUMPS, -1 i Q a SAGS, IRREGULARITIES AND IMPERFECTIONS. UNIFORM SURFACES TI = ' n=nl SHALL NOT VARY MORE THAN 0.01 WHEN MEASURED WITH A j Qa ° 2" v SHALL NOT VARY MORE THAN 0.01' WHEN MEASURED WITH A 'I 0' �� O O o 10 FOOT STRAIGHT EDGE. _ ° 10 FOOT STRAIGHT EDGE. = oc 4. CORE DRILL 12" DIA. HOLE -1' 3 uI-III -lu 5. REBAR SHOWN HEREON IS NOT A REQUIREMENT OF THIS PERMIT, TI BUT IS AN OPTIONAL CONSTRUCTION REQUIREMENT BY IN-N-OUT 5. REBAR SHOWN HEREON IS NOT A REQUIREMENT OF THIS PERMIT, INSTTHRALL CONC. SLAB AND � 4" I 2'-4' I 12" BURGERS. IONTRACTOR TO VERIFY INSTALLATION WITH IN-N-OUT BUT IS AN OPTIONAL CONSTRUCTION REQUIREMENT BY IN-N-OUT INSTALL 4" THICK CONC., AS REQUIRED PRIOR TO PLACING BID OR BEGINNING CONSTRUCTION. BURGERS. CONTRACTOR TO VERIFY INSTALLATION WITH IN-N-OUT SLIGHTLY CROWNED �I I ]= 10 PRIOR TO PLACING BID OR BEGINNING CONSTRUCTION. AROUND BOLLARD. j 6. INSTALL "Tf'PE A" JOINT SEALANT IN ALL JOINTS. SEALANT IS n M NOT A RECUIREMENT OF THIS PERMIT BUT IS AN OPTIONAL 6. INSTALL TYPE A' JOINT SEALANT I ALL JOINTS. SEALANT IS ' NOT A REQUIREMENT OF THIS PERMIT BUT IS AN OPTIONAL 12" DIA. ff ff CONSTRUC110N REQUIREMENT BY IN-N-OUT BURGERS. CONSTRUCTION REQUIREMENT BY IN-N-OUT BURGERS. INSTALL COMPACTED C.A.B.-/ 2 6 CURB AND 18 GUTTER TO PLACING' TO VERIFY INSTALLATION WITH IN-N-OUT PRIOR CONTRACTOR TO VERIFY INSTALLATION WITH IN-N-OUT PRIOR OR EQUIVALENT IN HOLE TO PLACING BID OR BEGINNING CONSTRUCTION. TO PLACING BID OR BEGINNING CONSTRUCTION. O IV. Ts. 7. ALL SURFACES SHALL RECEIVE A FINE BROOM FINISH. q)IIIIIIIIIIIIIIIIIIIYCRETE DRAINAGE FLUME NTS 7. ALL SURFACES SHALL RECEIVE A FINE BROOM FINISH. IN-N-OUT BOLLARD 8. UPON COMPLETION OF FINISHING OPERATIONS ALL SURFACES S. UPON COMPLETION OF FINISHING OPERATIONS ALL SURFACES SHALL BE 'SPRAYED WITH A "TYPE 1" CURING COMPOUND. SHALL BE SPRAYED WITH A "TYPE-1" CURING COMPUND. 1� N. T.S 11' TYPICAL OR PER PLAN NOTES .1' TYPICAL UNLESS 14"-#3 DOWEL AT 24" O.C. NOTES PROPOSED DRIVE-THRU LANE 2 2" 1. CONCRETE AND RELATED MATERIALS SHALL COMPLY IN ALL Z = OTHERWISE SHOWN 4 REBAR CONT. 1. CONCRETE AND RELATED MATERIALS SHALL COMPLY IN ALL NOTE: � 12" �� # RESPECTS WITH ALL APPLICABLE SECTIONS OF THE CURRENT v� RESPECTS WITH ALL APPLICABLE SECTIONS OF THE CURRENT CROSS SLOPE OF LANDING AREA DOES 2" EDITION OF THE A.P.W.A. ALL CONCRETE SHALL BE CLASS #4 REBAR CONT. AT 24" O.C. MAX.a ECITION OF THE A.P.W.A. ALL CONCRETE SHALL BE CLASS NOT EXCEED 1.9% IN ANY DIRECTION. 6" 1'-6" 14"-#3 DOWEL AT 24" O.C. 560-C-3250P, TYPE V CEMENT UNLESS OTHERWISE SPECIFIED 4 REBAR AT 24 O.C. OR AS SHOWN HEREON OR EVENLY W 5E 0-C-3250P, TYPE V CEMENT UNLESS OTHERWISE SPECIFIED (PCC PAVEMENT ONLY) BY THE ENGINEER. # a BY THE ENGINEER. 1/2" RADIUS =� PLACE IN CENTER OF SPACED FROM CENTERLINE OF SLAB ;n _ 2. CONTROL JOINTS TO BE A MINIMUM 3/4" POLYSTYRENE JOINT N nr_nl ILL u N (TYPICAL) 0.5% MIN. ITS FILLER AT 30' O.C. MAXIMUM, BCR's AND ECR'S. PCC SLAB 00 2. CONTROL JOINTS TO BE A MINIMUM 3/4" POLYSTYRENE JOINT p� 6' #4 REBAR 3. WEAKEND PLANE JOINTS TO BE AT 10' MAX. INTERVALS AND " 1.2% MIN. AC g 2% MAX. 7 FIVER AT 30' O.C. MAXIMUM, BCR's AND ECR'S. O �JG(� 3 : N PROPOSFf) CONT. ALIGNED WITH ANY ADJACENT SIDEWALK OR PCC PAVEMENT, 1 4 1% TYP. OR 17-6 1 4" 3. WE:AKEND PLANE JOINTS TO BE AT 10' MAX. INTERVALS AND IN O GRADE OF _ I HAVE A 1 1/2 INCH MINIMUM DEPTH AND MAY BE SAWCUT. it TYP. PER PLAN TYP. 3" ALIGNED WITH ANY ADJACENT CURB OR PCC PAVEMENT, p(1`F' - 1 DIRT " 4. ALL SURFACES SHALL BE STRAIGHT, UNIFORM, FREE OF HUMPS, HAVE A 1 1 2 INCH MINIMUM DEPTH AND MAY BE SAWCUT. N 8 . UNIFORM SURFACES .99: MAX. 1 O BOA/-2- 0. SHALL INOTGVARYITMORE THAN 0.01' MEASURED WITH A R R / 1 O 10 FOOT STRAIGHT EDGE ,. ..... .. ,Z1P�' .. �85`TRI�'�W ,° o 0 0 0 4 '� 7 " 9 0 10 0 17 4. ALL SURFACES SHALL BE STRAIGHT UNIFORM FREE OF HUMPS, �0 4 REBAR CONT. r" " I 6 000000000 7 IL-ll Qom? 0 SAGS, IRREGULARITIES AND IMPERFECTIONS. UNIFORM SURFACES q o 0 . 0 PR 0 0.000. 0 1 1 6 l -- �5. REBAR SHOWN HEREON IS NOT A REQUIREMENT OF THIS PERMIT, „ SHALL NOT VARY MORE THAN 0.01' WHEN MEASURED WITH A o0 0 0.0 0 0 0 0 0 o q o O �� o BUT IS AN OPTIONAL CONSTRUCTION REQUIREMENT BY IN-N-OUT F.L. AT 0.50% 1 C FOOT STRAIGHT EDGE. o oo.o 0 0 0 0. o o , �� BURGERS. CONTRACTOR TO VERIFY INSTALLATION WITH IN-N-OUT MINIMUM OR 0 0 0.0 0.0 o '0 z c o O PRIOR TO PLACING BID OR BEGINNING CONSTRUCTION. g PER PLAN 5. REBAR SHOWN HEREON IS NOT A REQUIREMENT OF THIS PERMIT, 0 000 •r " OHO 0 6. INSTALL TYPE A" JOINT SEALANT IN ALL JOINTS. SEALANT IS DR/ VE- THRU LANE BUT IS AN OPTIONAL CONSTRUCTION REQUIREMENT BY IN-N-OUT 3 -,I, NOT A REQUIREMENT OF THIS PERMIT, BUT IS AN OPTIONAL BURGERS. CONTRACTOR TO VERIFY INSTALLATION WITH IN-N-OUT O TI CONSTRUCTION REQUIREMENT BY IN-N-OUT BURGERS. 3A PRIOR TO PLACING BID OR BEGINNING CONSTRUCTION. CONTRACTOR TO VERIFY INSTALLATION WITH IN-N-OUT PRIOR 0 g ^( TS I 4" 2'-4!* 12" TO PLACING BID OR BEGINNING CONSTRUCTION. 6. INSTALL "TYPE A" JOINT SEALANT IN ALL JOINTS. SEALANT IS 6 AS REQUIRED NOT A REQUIREMENT OF THIS PERMIT, BUT IS AN OPTIONAL 0 A=8.33% MAX. 7. ALL SURFACES SHALL RECEIVE A FINE BROOM FINISH. OR SEE PLAN 8. UPON COMPLETION OF FINISHING OPERATIONS ALL SURFACES CONSTRUCTION REQUIREMENT BY IN-N-OUT BURGERS. ff ff ff CONTRACTOR TO VERIFY INSTALLATION WITH IN-N-OUT PRIOR � CURB AND 18 GUTTER WITH 12 SIDEWALK SHALL K SPRAYED WITH A "TYPE 1' CURING COMPOUND. VARIES 18' TYPICAL OR PER PLAhi 1SIDEWALK PROPOSED PARKING SPACES TO PLACING BID OR BEGINNING CONSTRUCTION. (��6 9. 4" THICK C.A.B. SHALL BE USED WHEN ADJACENT TO SIDEWALK O N.T.S AND PCC PAVEMENT. 7. ALL SURFACES SHALL RECEIVE A FINE BROOM FINISH. #4 REBAR CONT. AT 24" O.C. 8. UPON COMPLETION OF FINISHING OPERATIONS ALL SURFACES " AS SHOWN HEREON OR EVENLY SHALL BE SPRAYED WITH:A "TYPE 1" CURING COMPOUND. FT. ACCESS RAMP #4 REBAR AT 24 O.C. SPACED FROM CENTERLINE OF SLAB PLACE IN CENTER OF 6 BLACK COLORED PCC SLAB 9. WHEN SIDEWALK ABUTS ANY BUILDING OR TRASH ENCLOSURE N. = ;; > ' 'f': �_ 'y , r .: !' / CONCRETE ENTRANCE AND WHEN PCC PAVEMNT ABUTS TRASH ENCLOSURE ,� ;;4 •. •:,'r , ``�';; . `; t �� '`;j 4" AC / 6" CONCRETE ENTRANCE INSTALL 14"-#3 DOWEL AT 18" O.C. . '.•' s 'r '!; i •. / / ( ) 24" NOTE: TRUNCATED DOMES NOT REQUIRED ON SERVICE ; , ., •••'`: f. .,. • ,3.• ,• �,,•.�• ; ,•,•�.:.1; .: ?. ;.,� 4,000 PSI �^ ov 64,000 PSITE 3" 1.9% MAX, ACCESS RAMP AT BUILDING/DRIVE THROUGH. ( ) 1.9% MAX .•' • 4 8 ABC 6 ABC TYP, 0.5% .,. ;.:.«' ::...:: I 6" ABC III t' i •" '..i • , . / / /. J , g O C _ : ,.,- �« •' Y , ? Y , ,,, • • .� t' �,'; ' VQ COMPACTED SUBGRADE TI it 9' 9' M .24"O C: - '� . : `'`"):+' ''~ 1' i " �� SEE CONSTRUCTION COMPACTED SUBGRADE� ' 'TYP ' ' '' "!" SHT 3 & 4 SEE CONSTRUCTION COMPACTED SUBGRADE� it �.., : , :+• ':. i•�: :5 t .,, NOTE 17. NOTE 9, SHT 3 & 4 3 11 THIS SHEET SEE CONSTRUCTION 14" -#3 DOWEL 1 o HEAVY PAVEMENT STRUCTURE DETAIL CONCTRETE PAVEMENT STRUCTURE DETAIL NOTE 10, SHT 3 & 4 AT 24' D.C. AND PCC PARKING " , r' - 10 CONCRETE CUR COLORED CONCTRETE (3OSIDEWALK Q® N.T.S PER DETAIL 1 O CLASS ll PARKING PLAN VIEWPAVEMENT STRUCTURE DETAIL THIS SHEET FA QF UR &EAVEMENT DETAILS BIKE LOOP BL1436, WABASH VALLEY NTS PER PLAN 2 0' MANUFACTURING, INC. 800.253.8619. OR APPROVED BY OWNER EQUIVALENT. #4 REBAR CONT. AT 24" O.C. EARTH TONE COLOR AS DIRECTED. 4 REBAR AT 24" O.C. AS SHOWN HEREON OR EVENLY N INSTALL PER MANUFACTURER'S SPECIFICATIONS. Two working Boys before you diq # SPACED FROM CENTERLINE OF SLAB 4" WHITE STRIPE M CALL FOR THE BLUE STAKES PLACE IN CENTER OF C� PCC SLAB �" 30" O V 1 2- 0 V- 0 1 18' 4 CONC. SLAB 1800182 �348 1 24" 1.9% MAX. SEE NOTE DEVELOPMENT PLAN FOR Blue Stoke Center TYP. MIN. 1177 LOT �28 OF %\�i ORO VALLEY MARKETPLACE' III ,jl 9 NIN INS,` RANCHO VISTOSO- NEIGHBORHOOD 4 12"DIAX12 �, � TRASH ENCLOSURE AREA 12" ,2' CONCRETE FOOTING �; c.4' 36234 �o �.. 3 NOTE: PROFILE 95% PROCTOR W. LOT 28 OF ORO VALLEY MARKETPLACE O LITTLE NTS 1. PARKING NOT ADJACENT TO CURBING OR LANDSCAPING $�aCJ(�9 PER BOOK 64 OF MAPS AND PLATS, PAGE 42 IS 20 FEET IN LENGTH. 9 s;a �• BEING A PORTION OF SECTION 5, T12S, R14E, G&SRM, The Engineering • Planning . Surveying BICYCLE PARKING DETAIL �j2ONA US• TOWN OF ORO VALLEY, PIMA COUNTY, ARIZONA Landscape Architecture • Urban Design ,^/� B Offices located,Arizo in: Tucson, Phoenix and TYPICAL PARKING DETAIL EXPIRES 6/30/2010 DATE: SEPTEMBER 2009 V �/ L Flagstaff, Arizona and Los Vegas, Nevada. N. , G r^, ou, 4444 E. Broadway Tucson, Az 85711 7 WLB N0. 185050-G-F01 /0105 LOT N O . 28 j p,,C. (520) 881-7480 N Ts.SHEET CONTOUR INTERVAL: 1' 6 OF % ACCESSIBLE SIGN AND 16' 11' 2.5' TO BACK C POST, MUTCO R7-8ACCESSIBLE b�Ql ACCESSIBLE SIGN AND POST, SIDEWALK OR WITH VAN ACCESSIBLE NX 1 MUTCD R7-8. r„AN ICAPn FACE OF CURB SIGN. 2' 2 ���"� PLATE OR PERMIT ONLY TOV CODE SEC. 11-4-3.A 0" CURB 2"x2"x.188" STEEL TUBE EXTEND PER DETAIL 1, INTO CONCRETE FILLED PIPE 2'-0" TRUNCATED DOMES SHEET 5 PROVIDE WELDED WATERTIGHT PER ADA STANDARDS PAINT P&L #6118 BLACK COFFEE. 0 6" PIPE i. HANDICAP STRIPING SLOPE TOP 4" WIDE WHITE PAINT STRIPE, OF CONCRETE 11 5 11 (2) COATS PAINT, TYP.i N (UNIVERSAL) GROUND/PAVING NOTE: 2% MAX SLOPE ALLOWED (IN ALL DIRECTIONS) IN HANDICAP PARKING AREA UNIVERSAL PARKING STALL DETAIL O Z Q J C. VARIES SEE PLANS FOR DIMENSIONS NOTE: RIPRAP THICKNESS IS 18" MINIMUM (1/4 TON MINIMUM WITHOUT GROUT) RIP. �� N T.S. a. °05 �eS. Z p a OW ° a OQ N� •. P (10 CU. YDS.) III (2 CU. YDS.) COMPACTOR YCLING HORIZONTAL TRASH CONTAINER ° A v o •- ao �1b j ° a ci d:50% aURrAt+C ;; t,� in 3500 P.S.I. P.C. CONCRETE •*' ("yr "' RED INTERNATIONAL NO PARKING SYMBOL W/ BLACK LETTER P (6" HIGH) ON A WHITE REFLECTIVE BACKGROUND. HANDICAP PARKING SIGN DETAIL N. T.S 6" TO 8" ROCKS FILL VOIDS AROUND ROCKS WITH CONCRETE MIX 6" CONCRETE SLAB (4,000 psi) 6' SCREENWALL COLOR AND TEXTURE BY OWNER SEE ARCHITECTURAL PF OJECT OV13-09-06 —PAVEMENT SECT]DN PER DETAIL 13 : HEET 6 2 EACH —TYPE "A" POST BARRICADE PER PC/COT SD 106 (MARKED WITH LETTER "S FINISH GRADE (PAVED) SEE DETAIL BELOW CONCRETE COLLAR 2 FT SQ. 3000 PSI CONCRETE SIZE OF PIPE AS SHOWN ON PLANS 95% SUBGRADE COMPACTION (NO LEAKAGE) (43 �CLL�E_AAN�110 s 1 /211 TYP � 2 7/8" 4 1,2 " 5/16"T- 1» TYP. FINISH GRADE (UNPAVED OVABLE i a, a III— 95% COMPACTED BACKFILL --III / OR UNDISTURBED EARTH 15" RADIUS CONCRETE COLLAR 3000 PSI CONCRETE STATION AND/OR LENGTH SHOWN 13 7 /8" NVERT ELEVATION. SHOWN 4 1 /2" 2 1 /2" COVER, ? ~.. QA R 4 CLF , FRAME A 7/8" 14 1 /4" 2 1 /2" 2 1 /2" FRAME SECTION 5" r�gl A , a A .�1 v p v v pLO_ (2) #4 CONT.- 3�3 0.50% c?4 "-I-~—"-1 CLOSING SELF LATCHING —y a . 12 12 OPAQUE GATE 15.00' - r SEC770iV A -A VPSTF ` a � F g tiQ c c.``� 36234 T.s y DAVI D W. LITTLE tp� 'rf Engineering Planning Surveying ? DNA I (��+ Swaim Landscape Architecture • Urban Design A /� Q Offices located in: Tucson, Phoenix and EXPIRES 6/30/2010 �/ V L u Flagstaff, Arizona and Las Vegas, Nevada. roueNS 4444 E. Broadway Tucson, Az 85711 I (520) 881-7480 Two working days before you dig } CALL FOR THE BLUE STAKES 11 OV12-09-01 �� � 1 l -)NO w� v� "�•,ELOPMENT PLAN FOR Blue Stoke Center LOT 28 OF VALLEY MARKETPLACE HCOj ."av ISTOSO—NEIGHBORHOOD 4 LOT 28 OF ORO VALLEY MARKETPLACE Nf PER BOOK 64 OF MAPS AND PLATS, PAGE 42 BEING A PORTION OF SECTION 5, T12S, R14E, G&SRM, TOWN OF ORO VALLEY, PIMA COUNTY, ARIZONA DATE: SEPTEMBER, 2009 LOT NO. 28 WLB NO. 185050-13401 /0105 CONTOUR INTERVAL: 1' SHEET 7 0 GENERAL NOTES 1. TOTAL GROSS AREA OF THIS DEVELOPMENT IS .76 ACRES. GROSS AREA OF LANDSCAPE IS .18 ACRES. 2. EXISTING ZONING: RV PAD, C-2. 3. THIS LANDSCAPE PLAN IS DESIGNED TO MEET THE REQUIREMENTS AND INTENTIONS OF THE FOLLOWING PLANS AND ORDINANCES: ORO VALLEY ZONING CODE, SECTION 27.6. 4. PROPOSED LANDSCAPE WILL BE WATERED WITH AN AUTOMATIC UNDERGROUND DRIP IRRIGATION SYSTEM. IRRIGATION SYSTEM WILL MEET ASIC MINIMUM STANDARDS. 5. PRIOR TO ISSUANCE OF GRADING PERMITS, LANDSCAPE ASSURANCES WILL BE COLLECTED. 6. IN THE EVENT OF ABANDONMENT, ALL DISTURBED AREAS OF THE SITE SHALL BE RE -VEGETATED PER THE REQUIREMENTS OF OVZCR SEC. 27.6.G 7. THE PROPERTY OWNER IS RESPONSIBLE FOR MAINTAINING THE IRRIGATION SYSTEM AS LONG AS NECESSARY IN ORDER TO TRANSITION PLANTS OVER TO NATURAL SOURCES. ANY PLANTS THAT DIE IN TRANSITION, FOR ANY REASON, SHALL BE REPLACED IN ACCORDANCE WITH OVZCR SECTION 27, "MAINTENANCE". 8. THE PROPERTY OWNER SHALL MAINTAIN ALL PLANTS WITHIN THE BUFFER YARDS TO ENSURE UNOBSTRUCTED VISIBILITY TO MOTORISTS. 9. TREE PLACEMENT TO BE FIELD ADJUSTED AS NEEDED TO AVOID PROPOSED SIGNS, UTILITIES AND OTHER CONCERNS. 10. ALL PLANT MATERIALS SHALL CONFORM TO NURSERY STANDARDS ACCORDING TO THE AMERICAN ASSOCIATION OF NURSERYMEN, INC., AND SHALL BE FREE FROM PESTS, EGGS, DISEASES, AND REPRESENTATIVE OF SPECIES IN SIZE, QUALITY, FORM AND COLOR. PLANTS SHALL NOT BE ROOT BOUND, DAMAGED OR SUBSTANDARD IN ANY WAY. ALL MATERIALS TO BEAR ORIGINAL LABELS. 11. PER OVZCR SEC. 27, MAINTENANCE, THE LANDSCAPE SHALL BE MAINTAINED, BY THE OWNER, AS FOLLOWS: A. REGULAR WATERING UNTIL PLANTS ARE FULLY ESTABLISHED AND CAPABLE OF SURVIVING WITHOUT IRRIGATION. B. CHECKING, ADJUSTING, REPAIR AND REPLACEMENT OF IRRIGATION EQUIPMENT, WITH THE ORIGINALLY SPECIFIED MATERIALS OR THEIR EQUIVALENTS, AS NECESSARY TO ENSURE WATER EFFICIENCY. C. PRUNING AND FERTILIZING. D. CLEARING OF DEBRIS AND WEEDS. E. REMOVAL AND REPLACEMENT OF DEAD PLANTS WITHIN 45 DAYS AND WITH PLANT MATERIALS OF THE SAME SPECIES AND OF SIMILAR SIZE AND QUALITY. F. REPLENISHING MULCH; AND G. REPAIR OF ARCHITECTURAL FEATURES. 12. ALL PLANT MATERIAL SHALL MEET THE MINIMUM STANDARDS OF THE ARIZONA NURSERY ASSOCIATION'S RECOMMENDED TREE SPECIFICATIONS, AND THE AMERICAN ASSOCIATION OF NURSERYMEN AS TO SIZE, CONDITION, AND APPEARANCE. 13. IRRIGATION AND/OR WATERING PLANS SHALL FEET THE MINIMUM STANDARDS OF THE AMERICAN SOCIETY OF IRRIGATION CONSULTANTS 14. DURING THE LIFE OF THE PROJECT, CONTROL AND ERADICATION OF NON-NATIVE INVASIVE PLANT SPECIES SUCH AS BUFFLEGRASS, FOUNTAIN GRASS, SOFT FEATHER PAPPUSGRASS, RUSSIAN THISTLE, TELEGRAPH PLANT, DESERT BROOM, RAGWEED, PIGWEED, BURRO BRUSH, ETC. SHALL TAKE PLACE IN ORDER TO PREVENT THE SPREAD OF SUCH SPECIES ONTO ADJACENT PROPERTIES. 15. ALL PLANTING AREAS TO BE COVERED WITH A SINGLE LAYER OF 6" TO 8" SANTA FE GOLD DECORATIVE ROCK. 16. NO IMPROVEMENTS BETWEEN THIRTY (30) AND SEVENTY-TWO (72) INCHES IN HEIGHT RELATIVE TO THE ADJACENT ROADWAYS WHICH MIGHT INTERFERE WITH THE PURPOSE AND INTENT OF THE SIGHT DISTANCE TRIANGLE SHALL BE PERMITTED, PLACED OR MAINTAINED WITHIN THE SIGHT TRIANGLE. 17. OPEN SPACE CALCULATIONS: TOTAL OPEN SPACE REQUIRED = 10% = 0.076 AC. TOTAL OPEN SPACE PROVIDED = 24% = 0.18 AC. TOTAL AREA OF UNDISTURBED NATURAL OPEN SPACE =0. 18. LANDSCAPING WITHIN ALL PUBLIC SEWER EASEMENTS SHALL BE IN ACCORDANCE WITH THE PLANTING GUIDELINES OF PC/COT STANDARD DETAIL WWM, A-4. 19. ON -SITE MOUNDING IS NOT TO EXCEED 3 TO 1 SLOPES IN ALL PLANTER AREAS. MAXIMUM HEIGHT WILL BE PROVIDED BASED UPON SLOPE AND WIDTH OF PLANTER. 20. TEN (10) FEET OF LANDSCAPED AREA -WITH EXCLUSIONS SPECIFIED IN THE (OVZCR SEC. 27.6.C.3.A)-WILL BE PROVIDED AROUND ALL SIDES OF EACH BUILDING. 21. ALL TREES TO BE A MINIMUM SIZE OF 24' BOX. ALL SHRUBS AND ACCENT PLANTS SHALL BE A MINIMUM OF 5-GALLON SIZE. ALL GROUNDCOVERS SHALL BE A MINIMUM OF 1-GALLON SIZE. 22. ALL PROVISIONS SPECIFIED IN THE MLP (OV12-04-30) APPLY TO THIS SUBMITTAL. 23.,, USE ROOT BARRIER IN ALL PARKING ISLANDS, TYP. NATIVE PLANT PRESERVATION / SALVAGE THIS SITE HAS BEEN CLEARED AND NATIVE PLANT REQUIREMENTS HAVE BEEN MET BY THE APPROVED NPPP FOR RANCHO VISTOSO NEIGHBORHOOD 4. ACCEPTED TOWN OF ORO VALLEY PLANNING & ZONING ADMINISTRATOR DATE LANDSCAPE PLAN FOR RANCHO VISTOSO-NEIGHBORHOOD 4 31132 CASE NO. OV12-09-01 BIG WASH PROJECT - BOUNDARY 1 - 1 I LOT 28 PAD N 3,265 S.Fr FF=2639.62 I HEIGHT=2i 15' BUFFERYARD--/ WITH 2' HIGH BERM 11 or I r LO q o ►� _- --- -ry ADOT RIGHT-OF-WAY UNSUBDIVIDED R 14E/ (`n v� �v o�ooy mo RV PAD NEIGHBORHOOD 2 COMMERCIAL CENTER -Z / �c 1 �" 3 Q Pa co UNSUBDIVIDED E BORHOOD 3 RV PAD BASIS OF ELEVATION O I R.V. PAD OVM NEIGHBORHOOD 4 � DESERT `,;PRINGS CATALINA SHADOWS ESTATES BK 51(M&.P), PG 11 BK.41(M&P), PG.24 Qg 36 31 T 1 1 S 31 32 O 1 6 T12S CATAUNA PALISADES POINTE STATE PARK BK.45, PG.48 SR R 1-36 g / / / fi OJECT AREA LOCATION P 3" 1 MILE A PORTION OF SECTION 5, T12S, R14E, G&SRM, TOWN OF ORO VALLEY, PIMA COUNTY, ARIZONA t:- CATALINA SHADOWS BK. 42, PG. 60 CR-3 ANGERINE ROAD (DKT. 9240 M 322) ,- I i w 1, Q ff W Q DESERT SPRINGS w BK. 51 (M&P) PG. 11 MR, RVC, SR c CD CATALINA S1tkTE PARK SR O RO VA 1� LCIT 28 LANDSCAPE SITE PLAN 1° SCALE: 1 "=40' �, L_ 0 clll LJ Q v U0 c Q J SHEET INDEX SHEET 1 COVER SHEET SHEET 2 PLANTING PLAN-40 SCALE SHEET 3 PLANTING PLAN -TREES SHEET 4 PLANTING PLAN -SHRUBS SHEET 5 HARDSCAPE PLAN SHEET 6 IRRIGATION PLAN SHEET 7 LANDSCAPE ucTAiL., SHEET 8 SPECIFICATIONS OWNER/DEVELOPER IN-N-OUT BURGER 13502 HAMBURGER LANE BALDWIN PARK, CALIFORNIA 91706­5885 CONTACT: KEITH GILBERT PHONE: (626) 813-8263 LANDSCAPE ARCHITECT THE WLB GROUP, INC. 4444 E. BROADWAY TUCSON, ARIZONA 85711 CONTACT: PETER RUMNEY, RLA PHONE: (520) 881-7480 FAX: (602) 221-1275 a1 LEGEND: DECORATIVE CROSS WALK EXIST. SEWER, TELEPHONE ETC, EASEMENT PROPOSED PRIVATE SANITARY - SEWER EASEMENT ~ _ PROPOSED WATER LINE EASEMENT NEW WATERLINE,VALVE & FIRE --�-- HYDRANT {�--- NEW SEWER LINE & MANHOLE ---- BUILDING SETBACK -- _ -�9 ORO VALLEY MARKET PLACE CONTOUR (5' INCREMENTS) -,- - - ORO VALLEY MARKET PLACE CONTOUR (1' INCREMENT) H-- IRRIGATION METER a f. GUARD RAIL - - EXISTING ADOT ROW LINE -- NEW ADOT ROW LINE -_ TYPE 11 BIKE RACK The Engineering Planning Surveying LANDSCAPE PLAN Landscape Architecture Urban Design LANDSCAPE PLAN: LOT 28 WLBlin Lill Offices located in Tucson, Phoenix, and Flagstaff, Arizona, ORO VALLEY MARKETPLACE RV-N4 COVER SHEET Las Vegas, Neveda Group 4444 East Broadway ORO VALLEY ARIZONA Inc. Tucson, Arizona (520) 881-7480 PROJECT LOT 28 BOUNDARY PROJECT ITE PALISADES POINT ESTATES / BK. 45, PG. 48 CR-1 P ROJ E `T 0i E.Ri IIIIEW in SCALE: 1 "=800' PROP. CONTOUR (1' INCREMENT) IN-N-OUT'S GRADING LIMITS EXIST. PAVEMENT & CURB n - - LOT LINE _.. NEW PAVEMENT & CURB 7 Z SIGHT VISIBILITY TRIANGLE LANDSCAPE FLAN FOR LOT 28 OF z ORO VALLEY MARKETPLACE RANCHO VISTOSO-NEIGHBORHOOD 4 �ANDSCq ICATf q v "® Y`s 34712 BEING A POFTION OF PETER NICHOLAS SECTION 5, T12S, R14E, G&SRM, APPROVED C/P RB OA o RUMNEl�': TOWN OF ORO VALLEY, PIMA COUNTY, ARIZONA - o -FZPROJECT MANA OV12-09-01 No. Date Item Scale SCALE= AS SHOWN Sheet Job No. 1850SOGF001 Date 27 OCTOBER, 2009 Designed By PNR of Checked By GLG r LANTS PER OVM ,kNDSCAPE PLANS EXISTING 5'1_) BUFFER T BE AND REPL4 ; I BUFFERYARD TO HAVE�3''y LANDSCAPE SI aic (E 9 C WASH IN BUFFERYARD INSTALL 2' HIGH EARTH BERM MAX SLOPE 3:1 DECORATIVE ROCK EXISTING PLANTS PER OVM 0' 409 80' 1209 LANDSCAPE PLANS Engineering Planning Surveying The Landscape Architecture Urban Design W Offices located in Tucson, Phoenix, and Flagstaff, Arizona, Las Vegas, Neveda GroupVVLE 4444 East Broadway Inc. Tucson, Arizona (520) 881-7480 LANDSCAPE KEYNOTES O 20' SEWER EASEMENT-BK. 62 M&P, PG. 19 O2 10' ELECTRICAL EASEMENT BY SEPARATE INSTRUMENT O ADA ACCESSIBLE ROUTE PER APPROVED DEVELOPMENT PLAN 4O TELEPHONE LINE O5 EXISTING WATER LINES TO BE REMOVED O BOLLARD, TYP. PER ARCHITECTURAL PLANS O SIGN RETAINING WALL PER O (RESERVED) gO EXISTING JOINT UTILITY TRENCH (ELECTRIC, GAS, TELEPHONE) 10 2" WATERLINE 11 3 /4 " IRRIGATION LINE 12 EXISTING 8" PVC WATER LINE 13 DRIVE THRU MENU SIGN 14 BIKE LOOPS PER APPROVED DEVELOPMENT PLAN 15 GAS METER 16 GAS/ELECTRIC LINES 17 TRASH ENCLOSURE 18 ELECTRICAL LINE 19 6" WATER LINE (FIRE) 20 PRIVATE 8" SEWER LINE 21 FIRE HYDRANT 22 4" BUILDING SEWER LINE 23 EXISTING 15' WATER EASEMENT 24 EXISTING TRANSFORMER 25 PROJECT BOUNDARY 26 ADOT ROW (NEW) LHNUJUHrt I -'LAN: Lu 1 26 LANDSCAPE PLAN ORO VALLEY MARKETPLACE RV—N4 PLANTING PLAN-40 SCALE ORO VALLEY, ARIZONA CONTOUR INTERVAL=1' No. Date PLANTING LEGEND TREES SYMBOL QTY 4811 " 2 0 2 36 • 2 f • 7 19 SIZE / HEIGHT CALIPER PLANT NAME 48" BOX / 14 FT. 3.0" PARKINSONIA FLORIDUM BLUE PALO VERDE 24" BOX / 7 FT. 36" BOX / 7 FT. 24" BOX 17 FT. 24" BOX / 7 FT, SHRUBS SYMBOL QTY SIZE W 4 5 GAL. ® 22 5 GAL. 14 5 GAL. 4 5 GAL. 38 5 GAL. 2 5 GAL. T 15 5 GAL. 13 5 GAL. 5 5 GAL. ACCENTS AND GROUNDCOVER SYMBOL QTY SIZE 5 1 GAL. 6 5 GAL. 4 8"-10" DIA. 57 5 GAL. 2 5 GAL. 43 1 GAL. 38 5 GAL. INERT GROUND COVER PARKINSONIA FLORIDUM BLUE PALO VERDE 2.5" PARKINSONIA PRAECOX PALO BREA PALO VERDE PARKINSONIA PRAECOX PALO BREA PALO VERDE 1.0" PROSOPIS VELUTINA VELVET MESQUITE PLANT NAME ANISCANTHUS THURBERI DESERT HONEYSUCKLE ASCLEPIAS SUBULATA DESERT MILKWEED CAESALPINIA MEXICANA MEXICAN BIRD OF PARADISE DALEA FRUTESCENS "SIERRA NIGRA" BLACK DALEA DODONEA VISCOSA GREEN HOPSEED BUSH ENCELIA FARINOSA BRITTLEBUSH LEUCOPHYLLUM CANDIDUM THUNDERCLOUD SAGE LEUCOPHYLLUM LANGMANIAE RIO BRAVO SAGE LEUCOPHYLLUM ZYGOPHYLLUM CIMARRON SAGE COMMENTS MULTI -TRUNK MULTI -TRUNK STANDARD STANDARD MULTI -TRUNK COMMENTS PLANT NAME COMMENTS BAILEYA MULTIRADIATA DESERT MARIGOLD DASYLIRION WHEELER DESERT SPOON FEROCACTUS WISLIZENII FISH-HOOK BARREL (ARIZONA BARREL CACTUS) HESPERALOE PARVIFLORA RED YUCCA MACFADYENA UNGUIS-CATI CATS CLAW VINE LANTANA MONTEVIDENSIS'NEW GOLD' GOLD TRAILING LANTANA ROSMARINUS OFFICINALIS TROSTRATUS" TRAILING ROSEMARY ALL PLANTED AREAS AND ALL AREAS DISTURBED BY CONSTRUCTION TO BE MULCHED WITH A SINGLE LAYER OF 6"-8" DECORATIVE ROCK. COLOR TO MATCH EXISTING DECOMPOSED GRANITE, SANTA FE GOLD. SUBMIT SAMPLE. �t- z I i w v J °l= w Ctf J ¢ O O w O 00 cV l— O a w w a- U V) 0 z J Two working days before you dig Q' CALL FOR THE BLUE STAKES C r .q U 1-800-18� A� T LANDSCAPE PLAN FOR BlueStake Center J �i LOT 28 OF ORO VALLEY MARKETPLACECD RANCHO VISTOSO-NEIGHBORHOOD dl OV12-09-01 Item BEING A PORTION OF SECTION 5, T12S, R14E, G&SRM, TOWN OF ORO VALLEY, PIMA COUNTY, ARIZONA Scale SCALE= 1 "=40' ,lob No. 18505OG F001 Date 27 OCTOBER, 2009 Designed By PNR c Z 0 L co Sheet 2 of ULU 1S KESP ��`NG P�N�•� M T� RED EX� 0R0 V P P`p,Ns `� P PNDSCAPE �BIA� WASH (SEE``BIG 4A`SH, RESTD_.RA-TION / PLANS-) EXISTING 15' LANDSCAPE BUFFER TO BE R MOVED ` `t AND REPLACESIN KfND�, -� f 1 BUFFERRYARD TO HAVE 3' HIGH _ -- LANDSCAPE SCREEN \, 16 5i IN BUFFERYARD INSTALL Z HIGH EARTH BERM MAX SLOPE 3:1 DECORATIVE ROCK 7� f i EXI, PER \0 LAN GouAPE -`z ►" Mq PLANS TO REM LA( A//V no 0' \209 402 609 r BIG WASH I The Engineering Planning Surveying Landscape Architecture Urban Design The Offices located in Tucson, Phoenix, WLBand Flagstaff, Arizona. Las Vegas, Neveda Group 4444 East Broadway Inc. Tucson, Arizona (520) 881-7480 �1 LANDSCAPE KEYNOTES f 20' SEWER EASEMENT—BK. 6 O 2 M&P, PG. 19 I 2 10' ELECTRICAL EASEMENT BY SEPARATE f O INSTRUMENT DEDVE LOPMEN B PLANOUTE PER APPROVED TELEPHONE LINE EXISTING WATER LINES TO BE REMOVED I�� © BOLLARD, TYP. PER ARCHITECTURAL PLANS EXISTING ' / t PLANTS PER_O_VM ( j O7 SIGN LANDSCAPE PLAN' TO REMAIN j -® RETAINING WALL I PER APPROVED DEVELOPMENT PLAN EXISTING j (RESERVED) PLANTS PEIR_OVM "� A_""_ Q9 EXISTING JOINT UTILITY TRENCH (ELECTRIC, GAS, LANDSCAPE PLANS \ TO REMAIN � � � � � � � i TELEPHONE) \, ;' ;'r 1 0 2" WATER LINE 11 % IRRIGATION LINE I f E © EXISTING 8" PVC WATER LINE © DRIVE THRU MENU SIGN BIKE LOOPS PER APPROVED DEVELOPMENT PLAN 00 I i. n I �i GAS METER r, ��O 5 GAS/ELECTRIC LINES TRASH ENCLOSURE ELECTRICAL LINE 6 WATER LINE (FIRE) PRIVATE 8" SEWER LINE FIRE HYDRANT r 2/ 4 BUILDING SEWER LINE EXISTING 15' WATER EASEMENT EXISTING TRANSFORMER PROJECT BOUNDARY ADOT ROW (NEW) lrf CO o� / ZONING: % RV PAD C-200 t I< 1 I � ORACLE / EAST I Apo R0 ° CAT °F ORACLE R 1/ r / / / J l T R yy ALINA OAD '' J f / VARIES STATE 'ARK ►'• C. ZONING_ S y�15 34712 PETER # 1 1 l 1 NICHOLAS RUMNEY' n.d�`!t NA CONTOUR INTERVAL=1 LANDSCAPE PLAN: LOT 28 LANDSCAPE PLAN ORO VALLEY MARKETPLACE RV-N4 PLANTING PLAN -TREES ORO VALLEY ARIZONA No. PLANTING LEGEND TREES SYMBOL 48" 0 0 36" QTY SIZE I HEIGHT CALIPER PLANT NAME 2 48" BOX 114 FT 2 24" BOX 17 FT 2 36" BOX 17 FT 7 24" BOX 17 FT 19 24" BOX 17 FT SHRUBS SYMBOL QTY SIZE W 4 5 GAL. ® 22 5 GAL. ® 14 5 GAL. 4 5 GAL. 38 5 GAL. 2 5 GAL, 15 5 GAL. 13 5 GAL. G 5 5 GAL. ACCENTS AND GROUNDCOVER SYMBOL QTY SIZE 5 1 GAL. 6 5 GAL. 4 8"-10" DIA. 57 5 GAL. 2 5 GAL. 43 1 GAL. ® 38 5 GAL. INERT GROUND COVER 3.0" PARKINSONIA FLORIDUM BLUE PALO VERDE PARKINSONIA FLORIDUM BLUE PALO VERDE 2.5" PARKINSONIA PRAECOX PALO BREA PALO VERDE 1.5" PARKINSONIA PRAECOX PALO BREA PALO VERDE 1.0" PROSOPIS VELUTINA VELVET MESQUITE PLANT NAME ANISCANTHUS THURBERI DESERT HONEYSUCKLE ASCLEPIAS SUBULATA DESERT MILKWEED CAESALPINIA MEXICANA MEXICAN BIRD OF PARADISE DALEA FRUTESCENS "SIERRA NIGRA" BLACK DALEA DODONEA VISCOSA GREEN HOPSEED BUSH ENCELIA FARINOSA BRITTLEBUSH LEUCOPHYLLUM CANDIDUM THUNDERCLOUD SAGE LEUCOPHYLLUM LANGMANIAE RIO BRAVO SAGE LEUCOPHYLLUM ZYGOPHYLLUM CIMARRON SAGE PLANT NAME COMMENTS MULTI -TRUNK MULTI. -TRUNK STANDARD STANDARD MULTI -TRUNK COMMENTS CL W U Q w Y r 00 w J Q 0 0 t� 0 N 0 COMMENTS BAILEYA MULTIRADIATA DESERT MARIGOLD DASYLIRION WHEELERI DESERT SPOON FEROCACTUS WISLIZENII FISH-HOOK BARREL (ARIZONA BARREL CACTUS) HESPERALOE PARVIFLORA RED YUCCA MACFADYENA UNGUIS-CATI CAT'S CLAW VINE LANTANA MONTEVIDENS IS'NEW GOLD' GOLD TRAILING LANTANA ROSMARINUS OFFICINALIS "PROSTRATUS" TRAILING ROSEMARY ALL PLANTED AREAS AND ALL AREAS DISTURBED BY CONSTRUCTION TO BE MULCHED WITH A SINGLE LAYER OF 6"-8" DECORATIVE ROCK. COLOR TO MATCH EXISTING DECOMPOSED GRANITE, SANTE FE GOLD. SUBMIT SAMPLE. z Q a - LEI a Q U cn 0 z Q E: N - O N N U O 0 U Two working days before you dig J.. NOTE: USE ROOT BARRIER IN ALL PARKING ISLANDS, TYP. CALLFORTHE BLUE STAKES CU LANDSCAPE PLAN FOR Blue Stake Center LOT 28 OF ° z ORO VAL-LEY MARKETPLACE 00 RANCHO VISTOSO-NEIGHBORHOOD•4 BEING A PORTION OF m SECTION 5, T12S, R14E, G&SRM, ° z TOWN OF ORO VALLEY, PIMA COUNTY, ARIZONA OV12-09-01 Date Item Scale (D CD L O2 I SCALE= 1 "=20' Sheet 3 .lob No. 18505OG F001 Date 15 OCTOBER, 2009 Designed By PNR Checked By GLG i I pLp,N�S MPRKE M � N o PEDSGPpE pLP ✓r BIG 1414 SH BIG WASH \RESTORATION PLANS _ 1 + EXISTING 15' LAND§CAPE BUFFER TO BE REMQVEI� - AND REPLACED IN KIND + BUFFERYARD LAN HAVE 3HIGH APE SCREEN IN BUFFERYARD INSTALL 2' HIGH EARTH BERM MAX SLOPE 3:1 \, DECORATIVE ROCK ,11 I \1 EX PER \ CANCo APE P r MAR NS 7'0RE PL qcE MA/N 0' `\20' 40" 609 The Engineering Planning Surveying Landscape Architecture Urban Design WLOffices located in Tucson, Phoenix, Band Flagstaff, Arizona, Las Vegas, Neveda Group 4444 East Braaclway Inc. Tucson, Arizona (520) 881-7480 LANDSCAPE KEYNOTES 0 20 SEWER EASEMENT-BK. 62 M&P, PG. 19 EXISTING PLANTS PER OVl F— e2 10' ELECTRICAL EASEMENT BY SEPARATE LANDSCAPE PLANS " -j I �l INSTRUMENT TO REMAIN + ADA ACCESSIBLE 0 MENT PLANOUTE PER APPROVED DE TELEPHONE LINE ( I e5 EXISTING WATER LINES TO BE REMOVED BOLLARD, TYP. PER ARCHITECTURAL PLANS SIGN O Jill O RETA INING /A�jA�lTi�G WALL 1 PER APPROVED L ED D`�r�LL�T1V EN PLAN __--- 8 RESERVED EXISTING JOINT UTILITY TRENCH (ELECTRIC, GAS, 1 I j TELEPHONE) =-&XISTING ;' r I 10 2" WATER LINE PLANTS PER OVM -- � � "IRRIGATION LINE LANDSCAPE PLANS TO REMAIN ! �© EXISTING 8 PVC WATER LINE DRIVE THRU MENU SIGN 1!l / / ® BIKE LOOPS PER APPROVED DEVELOPMENT PLAN GAS METER I �� +f � r ►�i I I 11 f GAS ELECTRIC LINES � � I I� O / DICKIN ( rj I N TYP. 1 ,' r I J ( TRASH ENCLOSURE C t' 11 1 L,,' J r ELECTRICAL LINE a I J I �9 6" WATER LINE (FIRE) PRIVATE 8" SEWER LINE FIRE HYDRANT 4 BUILDING SEWER LINE EXISTING 15' WATER EASEMENT EXISTING TRANSFORMER PROJECT BOUNDARY o ( / / / ' //® ADOT ROW (NEW) l �r tIt ROVM = PLANS / , l t � � i I � l (l/ � � ,ORACLE EAST r r�G� � / I � � I ( ;' IADOT ROgD ' Cq T OF ORACLE ROAD ' RAW VARIES ALINq STATE PARAD P. C. ZON K ZONING: SR 00 1 1 l�l f� l l f ^mil CD � f 11 lr� CO I� It It // L0 AW 00 It e, \FICATt. y LLJ PETER C o NRUMN � NA V�r CONTOUR INTERVAL=1' LANDSCAPE PLAN: LOT 28 LANDSCAPE PLAN ORO VALLEY MARKETPLACE RV-N4 PLANTING PLAN -SHRUBS ORO VALLEY ARIZONA No. PLANTING LEGEND TREES SYMBOL QTY SIZE / HEIGHT CALIPER PLANT NAME COMMENTS 48" 0 0 3611 SHRUBS 2 48" BOX / 14 FT. 3.0" PARKINSONIA FLORIDUM MULTI -TRUNK BLUE PALO VERDE 2 24" BOX / 7 FT. 1.0" PARKINSONIA FLORIDUM MULTI -TRUNK BLUE PALO VERDE 2 36" BOX 17 FT. 2.5" PARKINSOANIA PA RBREA ECOX RDE STANDARD 7 24" BOX /7 FT. 1.5" PARKINSONIA PRAECOX STANDARD PALO BREA PALO VERDE 19 24" BOX / 7 FT. 1.0" PROSOPIS VELUTINA VELVET MESQUITE MULTI -TRUNK SYMBOL QTY SIZE PLANT NAME COMMENTS C� 4 5 GAL. ANISCANTHUS THURBERI DESERT HONEYSUCKLE ® 22 5 GAL. ASCLEPIAS SUBULATA DESERT MILKWEED 14 5 GAL, CAESALPINIA MEXICANA 5 GAL. MEXICAN BIRD OF PARADISE 4 DALEA FRUTESCENS "SIERRA NIGRA" BLACK DALEA ' 38 5 GAL. DODONEA VISCOSA GREEN HOPSEED BUSH 0 2 5 GAL. ENCELIA FARINOSA BRITTLEBUSH T 15 5 GAL. LEUCOPHYLLUM CANDIDUM THUNDERCLOUD SAGE 13 5 GAL. LEUCOPHYLLUM LANGMANIAE RIO BRAVO SAGE e 5 5 GAL. LEUCOPHYLLUM ZYGOPHYLLUM CIMARRON SAGE ACCENTS AND GROUNDCOVER SYMBOL QTY SIZE PLANT NAME COMMENTS e 5 1 GAL. BAILEYA MULTIRADIATA DESERT MARIGOLD 6 5 GAL, DASYLIRION WHEELERI DESERT SPOON 4 8"-10" DIA. FEROCACTUS WISLIZENII FISH-HOOK BARREL (ARIZONA BARREL CACTUS) 57 5 GAL. HESPERALOE PARVIFLORA RED YUCCA 2 5 GAL. MACFADYENA UNGUIS-CATI CAPS CLAW VINE 43 1 GAL. LANTANA MONTEVIDENSIS'NEW GOLD' GOLD TRAILING LANTANA 38 5 GAL. ROSMARINUS OFFICINALIS "PROSTRATUS" TRAILING ROSEMARY INERT GROUND COVER ALL PLANTED AREAS AND ALL AREAS DISTURBED BY CONSTRUCTION TO BE MULCHED WITH A SINGLE LAYER OF 6"-8" DECORATIVE ROCK. COLOR TO MATCH EXISTING DECOMPOSED GRANITE. SANTA FE GOLD. SUBMIT SAMPLE. LANDSCAPE PLAN FOR LOT 28 OF Two working days before you dig CALL FOR THE BLUE STAKES 782-M Blue Stake Center ORO VALLEY MARKETPLACE RANCHO VII TOSO-NEIGHBORHOOD 4 OV12-09-01 Date Item BEING A PORTION OF SECTION 5, T12S, R14E, G&SRM, TOWN OF ORO VALLEY, FIMA COUNTY, ARIZONA Sale SCALE= 1 "=20' Job No. 18505OGF001 Date 15 OCTOBER, 2009 Designed By PNR Checked By GLG wo M E N rl— N 111 I L0 L co O' 0 L. I % BIG WASH BIG WASH �ESTORATION PL�NS`fl / r EXISTING 15' LANDSUAP1 BUFFER TO BE REMOVED' AND REPLACED IN KIND �UFFERYARD TO HAVE 3' HIGH LANDSCAPE SCREEN WITH 2',HIGH EARTH BERM MAX SLOPE 3:1 15 6 6 �. 111 13 The Engineering Planning Surveying Landscape Architecture Urban Design WLB Offices located in Tucson, Phoenix, and Flagstaff, Arizona, Las Vegas, Neveda GroupVVLE A444 East Brc,adway Inc. Tucson, Arizona (520) 881-7480 LANDSCAPE PLAN: LOT 28 ORO VALLEY MARKETPLACE RV-N4 ORO VALLEY, ARIZONA I � I �/ LANDSCAPE KEYNOTES i I I I O 20' SEWER EASEMENT—BK. 62 M&P, PG. 19 INSTRUMENT ELECTRICAL EASEMENT BY SEPARATE ADA ACCESSIBLE ROUTE PER APPROVED DEVELOPMENT PLAN j IOO TELEPHONE LINE EXISTING WATER LINES TO BE REMOVED BOLLARD, TYP. PER ARCHITECTURAL PLANS SIGN j j/ I O RETAINING WALL PER APPR9VED DEVELePME-14T—P-L-M (RESERVED) 9 EXISTING JOINT UTILITY TRENCH ELECTRIC, GAS, TELEPHONE) �II I I QO 2" WATER LINE 11 3/a'IRRIGATION LINE EXISTING 8" PVC WATER LINE DRIVE THRU MENU SIGN 04 BIKE LOOPS PER APPROVED DEVELOPMENT PLAN I I f 05 GAS METER 1 I 11 06 GAS/ELECTRIC LINES ' � o �I �� �' 1110 TRASH ENCLOSURE '� � �'1 �'' � ELECTRICAL LINE 6" WATER LINE (FIRE) PRIVATE 8" SEWER LINE FIRE HYDRANT 4" BUILDING SEWER LINE EXISTING 15' WATER EASEMENT EXISTING TRANSFORMER PROJECT BOUNDARY ADOT ROW (NEW) 7:� L0 coo 00 i OR CLE / EAST OF ADO T R/WRVARIES �ATALINA 3TgjE pARKD P.C. ZONING: SR I if LANDSCAPE PLAN HARDSCAPE PLAN CONTOUR INTERVAL=1' HARDSCAPE KEYNOTES 0 CONCRETE I: PATTERN: MEDIUM SALT FINISH COLOR: "NATURAL GREY" E2 JOINTS TO BE AS SHOWN PER PLAN OR SIMILAR 0 CONCRETE III: PATTERN: BROOM FINISH (MEDIUM) SCORE ON 4—FOOT GRID AT 90 DEGREES TO BUILDING. COLOR: "MESA BUFF" ® STAMPED ASPHALT PER APPROVED DEVELOPMENT PLAN EXPOSED AGGREGATE FINISH, 3/8" PEA GRAVEL GREY. SCORE ON 4—FOOT GRID AT 90 DEGREES TO BUILDING. © CONCRETE III: PATTERN: BROOM FINISH (MEDIUM). SCORE: ON 4—FOOT GRID AT 90 DEGREES TO BUILDING. COLOR: "SUNSET ROSE" F7 ADA RAMP PER APPROVED DEVELOPMENT PLAN ® RETAINING WALL PER APPROVED DEVELOPMENT PLAN 09 CLASS 2 BIKE LOOPS PER APPROVED DEVELOPMENT PLAN PLANTER POT: KOURNEGAY RIBBED POT #RS-27, 33"X2 `1X18' DAVIS COLOR "SUNSET ROSE", ACID ETCHED. www.kornegaydesign.com HARDSCAPE NOTES DRAWING FOR PATTERN AND MATERIALS ONLY, ALL CONSTRUCTION NOTES AND DIMENSIONS SHALL BE PROVIDED PER ARCHITECT. NOTE: USE ROOT BARRIER IN ALL PARKING ISLANDS, TYP. Two working days before you dig CALLFORTHE BLUE STAKES LANDSCAPE PLAN FOR Blue Stake Center LOT 28 OF IN z' Q E N 0 N M J ORO VALLEY MARKETPLACE LO 0 RANCHO VISTOSO—NEIGHBORHOOD 4co OV12-09-01 No. Date Item BEING A PORTION OF SECTION 5, T12S R14E, G&SRM, TOWN OF ORO VALLEY, PIMA COUNTY, ARIZONA Sale SCALE= 1"=20' Job% 18505OGF001 Date 15 OCTOBER, 2009 Designed By PNR rh�I,M a„ GLG Z 0 LO 0 LO _c __j Sheet 5 of �_ , IRRIGATION LEGEND lF \ FI�LD CONTROLLER, ELE£TRICAL &PHONE CONDUITS (:3-)— E� FLOW SENSOR CONDUIT ti =A INSTALL DRAIN PIPES FROM PLANTERS PER DTL. 10, SHEET 7, TYP. COORDINATE W/ PAVING INSTALLER `✓ i POINT OF CONNECTION: 1" METER (SEE UTILITY PLANS) o' Engineering Planning Surveying The Landscape Architecture Urban Design LANDSCAPE PLAN: LOT 28 W ff, Offices located in Tucson, Phoenix, and Flagsta, Arizona, Las Vegas, Neveda ORO VALLEY MARKETPLACE RV-N4 uTLE Group 4444 East Broadway ORO VALLEYARIZONA Inc. Tucson, Arizona (520) 881-7480 , jIII,/, 1 i j, // l/! //'1r1 1 VALVE KEY �— STATION NUMBER ' A-5 �_ VALVE SIZE ! ! 3 4 TREE �— FLOW (GPM) I E 111 1 —� PLANTING TYPE ! 1 I! E I ! I IlIII !1 / I / E ( III 1111 I l �/llllllll , l EII��1El/, /li,ii 1 EElll lP E / lE l l ll lE 1, l // llll fll Il l ill !lE llE / I, l lE l// l 111 I (! ORACLE Rp E DOT R D /W VARIES PD_2 CID 111, llllll 11 l � l CD / 1 1 1 l co / l � I Ill l 1 1 � E i ll llll f�,El/E/l/ 1 I l l LANDSCAPE PLAN IRRIGATION PLAN SYMBOL DESCRIPTION MANUFACTURER/MODEL COMMENTS HOTBOX HB-1 FIBERGLASS ENCLOSURE GS-1, COLOR: BEIGE. BACKFLOW PREVENTER WILKINS 975 SERIES IN ENCLOSURE INSTALL ON 4" THICK CONCRETE SLAB PERI IN -OUT STANDARDS/ MANUFACTURER'S RECOMMENDATIONS IRRIGATION CONTROLLER SMART CONTROLLER 205 16-STATION WALL MOUNT AT LOCATION ON PLAN. PROVIDE BY ET WATER 949.584.7311 CONDUIT SWEEP. COORDINATE ELECTRICAL SUPPLY ILINE SIZE, IN VALVE BOX MASTER VALVE RAIN BIRD PEB BOX SIZE: AMETEK "JUMBO", OR EQUAL, COLOR: "TAN". LINE SIZE. USE 2-STRAND SHIELDED WIRE IN 3/4" PVC CONDUIT. BOX SIZE: AMETEK 10" ROUND, OR EQUAL. FS-1 FLOW SENSOR DATA INDUSTRIAL BADGER METER BR 220 INSTALL IN MASTER VALVE BOX PER IN-N-OUT STD. DETAILS INSTALL IN VALVE BOX PER IN-N-OUT STANDARD DETAILS OF FERTILIZER INJECTOR EZ-FLOW EZ 003 2.5 GAL. TANK BOX SIZE: AMETEK "JUMBO", OR EQUAL, COLOR: "TAN". H ISOLATION VALVE MATCO PVC BALL VALVE LINE SIZE, IN VALVE BOX BOX SIZE: AMETEK 10" ROUND, OR EQUAL, COLOR: "TAN". REMOTE CONTROL VALVE CONTROL VALVE: IRRITROL 700 P SERIES, OR EQUAL BALL VALVE: KBI PVC BALL VALVE, OR EQUAL SIZE PER PLAN IN VALVE BOX "JUMBO", ASSY. (TREE/SHRUB) BOX SIZE: AMETEK OR EQUAL. PRESSURE REGULATOR: RAIN BIRD PSI-M40X-100 ATTACH VALVE TAGS TO ALL VALVES. WYE FILTER: RAIN BIRD RBY-150-MX, OR EQUAL MAIN LINE SCH. 40 PVC PIPE SIZE AS NOTED, SCH. 80 FITTINGS. SOLVENT WELD EMITTER HEADER SCH. 40 PVC PIPE 1/2 SIZE SCH. 80 FITTINGS. SOLVENT WELD GRAPHIC REPRESENTS TWO LINES, TREE & SHRUB 1/2 SIZE SCH. 40 FITTINGS. SOLVENT WELD LATERAL LINE SCH. 40 PVC PIPE EXTEND TO ALL PLANTS — — — — — HEADER & CONTROL WIRE SLEEVES SCH. 40 PVC PIPE SCH 40 PVC. 4" DIA. INSTALL 3 SLEEVES @ EACH LOCATION. MULTI -OUTLET BOWSMITH ML 200 NOT SHOWN ON PLAN. SEE SCHEDULE BELOW [--'OR QTY. EMITTER (TREES) MULTI -OUTLET WITH BUG CAPS BOX SIZE: AMETEK 6" ROUND, OR EQUAL COLOR,:"TAN". L SINGLE EMITTER (SHRUBS) SALCO PCRT-2 (2 GPH) NOT SHOWN ON PLAN. SEE SCHEDULE BELOW FOR QTY. FLUSH END CAP RAIN BIRD 700-Ij-CF-21, LOCATE AT END OF LATERAL RUN IN VALVE BOX, 10" ROUND SIZE, COLOR: "TAN". IRRIGATION NOTES 1. IRRIGATION PLAN IS SCHEMATIC AND DRAWN FOR GRAPHIC CLARITY. INSTALL EQUIPMENT WITHIN PLANTING AREAS AND ADJACENT TO WALKWAYS WHEREVER POSSIBLE. 2. IRRIGATION SYSTEM IS DESIGNED FOR A MINIMUM PRESSURE OF 50 PSI. PRIOR TO START OF IRRIGATION WORK, CONTRACTOR SHALL VERIFY EXISTING WATER PRESSURE AT THE METER (ASSUMED TO BE 50PSI) AND NOTIFY OWNER'S REPRESENTATIVE OF ANY DISCREPANCY BETWEEN EXISTING PRESSURE AND DESIGN PRESSURE BEFORE PROCEEDING WITH WORK. NOTIFY LANDSCAPE ARCHITECT IF PRESSURE EXCEEDS 120 PSI 3. COORDINATE WITH OTHER WORK AS REQUIRED TO PROVIDE PHONE LINE AND POWER TO IRRIGATION CONTROLLER. 4. MAKE IRRIGATION POINTS OF CONNECTION AS INDICATED ON PLANS AND COORDINATE WITH OTHER WORK AS REQUIRED. 5. EXACT LOCATION OF CONTROLLER TO BE APPROVED PRIOR TO INSTALLATION. EAST OF ORACLE ROA CA TALINq D STATE PARK P- C• ZONING: SR PIPE SIZE CHART FLOW PIPE SIZE (PVC LATERALS) 1-6 GPM 3/4" 6.1-10 GPM 1" 10.1-16 GPM 1-1/4" 16.1-24 GPM 1-1/2" 24.1-46 GPM 2" No. Date 6. CONTRACTOR IS RESPONSIBLE FOR ALL SLEEVES, WHETHER INDICATED ON THESE PLANS OR NOT. INSTALL ALL PIPE AND WIRE UNDER PAVING OR WALLS IN SLEEVE, SIZE AS REQUIRED. COORDINATE WITH OTHER WORK AS REQUIRED 7. PROVIDE IRRIGATION TO ALL NEW PLANTS 8. LAY OUT EMITTER TUBING PARALLEL TO TOPOGRAPHY WHEREVER POSSIBLE INSTALL AUTOMATIC FLUSH TYPE END CAP AT ENDS OF ALL LINES AND FLUSH THOROUGHLY BEFORE INSTALLING EMITTERS. 9. FOR SHRUBS: INSTALL SINGLE OUTLET EMITTERS AS FOLLOWS: (1) 2-GPH EMITTER AT EACH SHRUB (2) 2-GPH EMITTER AT EACH VINE 10. FOR TREES: INSTALL MULTI -OUTLET EMITTER AS FOLLOWS: (18) 0.6-GPH EMITTERS AT EACH 36" BOX (12) 0.6-GPH EMITTERS AT EACH 24" BOX /20 GAL (6) 0.6-GPH EMITTERS AT EACH 15 GALLON 11. USE SHORT PIECES OF 1/4" POLYETHYLENE OR VINYL DISTRIBUTION TUBING (MAXIMUM LENGTH 6') TO EXTEND EMITTERS TO EACH ROOTBALL. HOLD IN PLACE WITH STAKES. 12. REVIEW EMITTER LAYOUT WITH LANDSCAPE ARCHITECT AND ADJUST NUMBER OF EMITTERS FOR SPECIFIC PLANTS THAT REQUIRE GREATER OR LESSER VOLUME OF WATER THAN INDICATED. 13. CONTRACTOR SHALL SUBMIT AN IRRIGATION SCHEDULE FOR REVIEW. 14. ALL BURIED IRRIGATION PIPE GREATER THAN TWO INCHES IN DIAMETER SHALL HAVE A #18 OF TYPE TRACER WIRE ATTACHED SECURELY TO IT AT 8 FT. INTERVALS. AT THE TERMINATION POINT ATTACH WIRE SECURELY TO PIPE AND PROVIDE TWELVE INCHES OF TRACER WIRE ACCESSIBLE ABOVE GRADE. 15. ALL WATER USE FOR LANDSCAPE IRRIGATION AND ENHANCEMENT SHALL CONFORM TO THE ARIZONA GROUNDWATER CODE, ARIZONA REVISED STATUTES 45, CHAPTER 2. Li.l J O 0 0 00 cV M N rl— N U 0 cn J z ORO VALLEY MARKETPLACECD I RANCHO VISTOSO-NEIGHBORHOOD 4 5 OV12-09-01 Item LANDSCAPE PLAN FOR LOT 28 OF BEING A PORTION OF SECTION 5, T12S, R14E, G&SRM, TOWN OF ORO VALLEY, PIMA COUNTY, ARIZONA Scale SCALE= 1 "=20' Job No. 185050G F001 Date 15 OCTOBER, 2009 Designed By PNR Two working days before you dig CALL FOR THE BLUE STAKES Blue Stake Center wr �f 0 Ca 0 I - �haPt ll Checked By GI C; ILL TREE TRUNK FINISH GRADE. SIDEWALK (TYP). CURB/GUTTER (TYP). PLASTIC ROOT ss.si BARRIER. 18 INCH MIN. DEPTH ADJ. TO ® SIDEWALK. a - - O° •Op% 0 °°0° \� ° BACKFILL MIX. !� ° a ROOTBALL. >0 PLASTIROOT BARRIER: 24 INCH MIN. DEPTH ADJ. TO CURB. NOTES: 1. ROOT BARRIER SHALL BE INSTALLED IN A LINEAR FASHION PARALLELTO EDGE OF HARDSCAPE (NOT ENCIRCLING ROOTBALL)-20' MIN. LENGTH EACH TREE, CENTERED ON TRUNK. 2. TOP OF ROOT CONTROL BARRIER SHALL BE ONE INCH ABOVE EARTH SUBGRADE(MIN). BUT BELOW SIDEWALK GRADE_ 3. ROOT BARRIER SHALL BE INSTALLED WITH RAISED ROOT DIVERTERS FACING TOWARD THE TREE ROOTBALL. ROOT CONTROL BARRIER SCALE: NTS FORM A 4" DEEP I AROUND TREE FINISH GRADE BACKFILL MIXT TREE STAKE BIODEGRADABLE TREF TIE CHAFING GUARD 2/3 SITE SOIL I' '�11J E'er-I'r'=`' SLOW RELEASE 1/3 SOIL AMENDMENT -T FERTILIZER TABLETS ROOT BALL CIRCULAR PLANT PIT (SIZE VARIES) 3 TIMES BALL n WIDTH ,SCARIFY SIDES AND BOTTOM NOTE: 1. REMOVE ALL NURSERY STAKES AND CONTAINERS 2. WATER SETTLE BACKFILL IN 6" LIFTS TREE PLANTING NTS Y FINISH GRADE SLOW RELEASE FERTILIZER TABLETS BACKFILL MIXTURE - 2/3 SITE SOIL 1/3 SOIL AMENDMENT Much NOTE: 1. WATER SETTLE BACKFILL 6" LIFTS SHRUB PLANTING SCALE: NTS SHRUB FORM A 3" DEEP BASIN AROUND SHRUB CIRCULAR PLANT PIT SCARIFY SIDES AND BOTTOM EMITTER PER LEGEND 1"TYP 1/2-INCH FPT X 10-32 THREAD ADAPTER TOP OF DECORATIVE ROCK EARTH SUB -GRADE 1/2-INCH SALCO FLEX PVC RISER (LENGTH AS REQUIRED) PVC LATERAL PIPE PVC SCH 40 TEE OR ELL SINGLE OUTLET EMITTER (SHRUBS) SCALE: NTS 5 FOOT DIA. TREE TRUNK DISTRIBUTION TUBING DISCHARGE POINT 1" ABOVE FINISH GRADE TREE MULTI -OUTLET EMITTER PVC LATERAL LINE PVC HEADER EMITTER PLACEMENT AT TREES NTS MULTI -OUTLET EMITTER PER IRRIGATION LEGEND 4" ATRIUM DRAIN CONTAINER PER HARDSCAPE PLANS PVC FLEX NIPPLE WITH PLANTER MALE ADAPTORS AMENDED BACKFILL PVC COUPLER FILTER FABRIC PAVING PVC SCH 80 NIPPLE 6" CATCH BASIN BY ` 4 PVC SLEEVE \ \ \ \\`j �`j �`j\\j �`�� CARSON INDUSTRIE �\y �\ �\� �\ \�` PVC SCH 80 NIPPLE DOUBLE OR SINGLE '`\� i %��`` ��� i� PVC STREET ELL OUTLET AS NEEDED "�\\ ��� ��\��?\�\��' PVC LATERAL FROM VALVE 4" S.D. PIPE CONTAINER SCALE: NTS WATER PROOF CONNECTION 30-INCH LIN LENGTH OF COILED 3/4" POLYETH TUBING WYE FILTER PER IRRIGATION LEGEND FINISH GRADE BALL VALVE PER IRRIGATION LEGEND PLASTIC VALVE BOX PER IRRIGATION LEGEND FILTER FABRIC 12" THICK, 3/4" GRAVEL SLUMP PRESSURE REGULATOR MAINLINE PER IRRIGATION LEGEND REMOTE CONTROL VALVE PVC LATERAL PER IRRIGATION LEGEND 4" S.D. TEE 2 CU FT. CLEAN, WASHED 3/4" GRAVEL NOTES: CONTAINERS TO BE GROUPED ON SEPARATE CIRCUITS UNLESS NOTED. COORDINATE DRAINAGE AND SLEEVING WITH CONCRETE CONTRACTOR SHIM CONTAINERS LEVEL AS NEEDED CRACKED OR CHIPPED CONTAINERS ARE NOT ACCEPTABLE NOTES: 1. FINISHED DEPTH- 2" MIN. 2. BEFORE SPREADING ROCK, REMOVE ROCK & DEBRIS. 3. DURING INSTALLATION RAKE D.G. TO SETTLE FINES. 4, LIGHTLY BROOM SURFACE OF D.G. AFTER INSTALLATION. 5. APPLY PRE -EMERGENT TO ALL D.G. AREAS. 6. APPLY A LIGHT MIST OF WATER OVER THE ENTIRE D.G. SURFACE. DECOMPOSED GRANITE PER PLANTING LEGEND INERT GROUNDCOVER SCALE: NTS NOTE: BUNDLE & TAPE WIRE EVERY 10 FT. SEAL WIRE ENDS WITH SPLICING MATERIAL. DRIP VALVE ASSEMBLY SCALE: NTS PLASTIC VALVE BOX & COVER FINISH GRADE AUTOMATIC FLUSH VALVE SCHEDULE 80 PVC RISER BRICK (1 OF 2) 3/4" CRUSHED GRAVEL SUMP 1 CU. FT. SCHEDULE 80 ELBOW PVC EMITTER HEADER FLUSH END ASSEMBLY SCALE: NTS 6" TYP VALVE BOX; ALIGN EVENLY AND SPACE EVENLY AT LEAST 12" FROM -H . ..... .... SIDEWALK, STRUCTURE, WALL, OR CURB 18" TYP. NOTE: DO NOT PLACE VALVE(S) IN PEDESTRIAN AREAS y VALVE BOX PLACEMENT SCALE: NTS 1/4-INCH TUBING STAKE- 1/4-INCH TUBING: POLYETHYLENE DISTRIBUTION TUBING EMITTER BOX: PLACE 3 FEET FROM TREE DIFFUSER BUG CAP TOP OF ROCK MULCH FINISH GRADE MULTI -OUTLET EMITTER: PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) goo PVC LATERAL PIPE PVC SCH 40 TEE OR ELL 3-INCH MIN. DEPTH OF MULTI -OUTLET 3/4-INCH WASHED GRAVEL CONTROLLER - MOUNI AT EYE -LEVEL AS APPROVED DISCONNECT SWITCH 120 POWER SOURCE IN STEEL CONDUIT NOTE: GROUND CONTROLLER PER CONTROLLER MANUFACTURER RECOMMENDATIONS AND PER LOCAL CODE. WALL MOUNT CONTROLLER NTS BALL VALVE SHUT OFFS i — — — I GALV. UNION—�► z X FINISH GRADE I CV Ln TYP. 4 WALL RI(31D STEEL CONDUIT W/ 24 VCLT WIRES TO VALVES FII,IISH GRADE JIT TO EXTEND BEYOND WALL BACKFLOW PEVENTER PER IRRIG. LE(';END — GALV. ELLS GALV. NIPPLES GALV. STEEL PIPE I BACKFLOW PREVENTER ENCLOSUREF=R IRRIG. LEGEND I(II�i 4" THICK I II CONCRETE Rk. PVC ADAPTOR 30" FLOW =all 1=iI1 lil=�I 1M-1 �J=.P BEYOND UNIT —OW I I+I I i—i i I=11=11 Il1� i 11-111-1 11-1 11- NOTE: PROVIDE BACKFLOW TESTING PER TUCSON WATER STD. 2 BACKFLOW PREVENTER SCALE: NTS MAIN PVC SUPPLY LATERAL NOTE- TAPE & BUNDLE TUBING AND( — WIRING AT 10' INTERVALS I I I ALL 120 VOLT WIRING IN CONDUIT TO BE INSTALLED AS PER LOCAL CODES ALL PVC PIPING TO BE SNAKED IN TRENCHES AS SHOWN =� PIPE BEDDING MATERIAL TO BE ROCK & DEBRIS FREE, BACKFILL IN 6" LIFTS,. PUDDLE WITH WATER, BETWEEN LIFTS. =_ THRUST BLOCK ALL DIRECTION CHANGES -_ OF THE MAINLINE WITH 1 C.F. OF 3000 P.S.I. CONCRETE TRENCH SCALE: NTS Two working days before you dig CALL FOR THE BLUE STAKES LANDSCAPE PLAN FOR Stake enter LOT 28 OF ORO VALLEY MARKETPL RANCHO VISTOSO-NEIGHBORHOOD OV12-09-01 BEING A PORTION OF SECTION 5, T12S, R14E, G&SRM, TOWN OF ORO VALLEY, PIMA COUNTY, ARIZONA Engineering Planning Surveying No. Date Item Scale N/A The Landscape Architecture Urban Design LANDSCAPE PLAN: LOT 28 LANDSCAPE PLAN Job No. 185050GF001 WLB Offices located in Tucson, Phoenix, and Flagstaff, Arizona, Las Vegas, Neveda ORO VALLEY MARKETPLACE RV-N4 LANDSCAPE DETAILS Date 150CTOBER, 2009 Group 4444 East Broadway ORO VALLEY ARIZONA Designed By Inc Tucson, Arizona (520) 881-7480 PNR Checked By GLG Sheet / of z w U Q a- W Q —J Q � Q�/ LL 0 0 00 N o- IRRIGATION 1. GENERAL A. DRAWING IS SCHEMATIC, FOLLOW AS CLOSE AS PRACTICAL; MAKE NO CHANGES OR ALTERATIONS WITHOUT THE PRIOR APPROVAL OF THE OWNER OR HIS REPRESENTATIVE. B. THE CONTRACTOR SHALL VERIFY AVAILABLE WATER PRESSURE ON THE SITE, PRIOR TO BEGINNING WORK. IF THERE IS A DISCREPANCY BETWEEN THIS READING AND THE MINIMUM PRESSURE REQUIRED, AS NOTED ON PLAN, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER. C. THE CONTRACTOR SHALL COMPLY WITH ALL LAWS, RULES AND REGULATIONS OF ALL AUTHORITIES HAVING JURISDICTION OVER THE PREMISES; THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS FOR THIS WORK. D. THE CONTRACTOR SHALL CAREFULLY STUDY THE DRAWINGS, AND SHALL CAREFULLY EXAMINE THE SITE, AND SHALL BE AWARE OF ALL EXISTING WORK AND CONDITIONS THAT COULD POSSIBLY AFFECT THE IRRIGATION WORK. E. THE ACT OF SUBMITTING A BID PROPOSAL FOR THE WORK REQUIRED AND INCLUDED IN THE CONTRACT IS EVIDENCE THAT THE CONTRACTOR HAS BECOME COMPLETELY FAMILIAR WITH A-L SITE CONDITIONS AND IS FAMILIAR WITH ALL REQUIREMENTS OF THE CONTRACT. F. THE CONTRACTOR IS RESPONSIBLE FOR DAMAGES TO ALL WORK PREVIOUSLY PERFORMED BY OTHERS, AND SHALL REPAIR AT HIS OWN EXPENSE, ALL SUCH DAMAGE TO THE COMPLETE SATISFACTION OF THE OWNER. G. THE CONTRACTOR SHALL FURNISH A SYSTEM THAT PROVIDES COMPLETE COVERAGE TO ALL INTENDED AREAS. ADD ADDITIONAL EMITTERS AND ADJUST ALL EMITTERS TO PROVIDE FOR MAXIMUM COVERAGE AND EFFICIENCY. H. THE OWNER RESERVES THE RIGHT TO REJECT ANY MATERIALS OR WORKMANSHIP. I. THE CONTRACTOR SHALL REVIEW THE GENERAL CONDITIONS AND GENERAL REQUIREMENTS WHICH CONTAIN INFORMATION AND REQUIREMENTS THAT APPLY TO THIS SECTION. 2. SUBMITTALS A. PRIOR TO THE SUPPLY AND INSTALLATION OF ANY IRRIGATION EQUIPMENT, THE CONTRACTOR SHALL SUBMIT FOR APPROVAL, CATALOG CUTS AND TECHNICAL INFORMATION ON THE ITEMS LISTED BELOW: 1. PVC PIPE AND FITTINGS 2. EMITTERS 3. REMOTE CONTROL VALVE 4. IRRIGATION CONTROLLER 5. BACKFLOW PREVENTERS 6. VALVE BOXES 3. MATERIALS A. ALL MATERIALS SHALL BE NEW AND UNUSED AND SHALL HAVE A MINIMUM GUARANTEE OF ONE YEAR AGAINST DEFECTS AND DEFECTIVE WORKMANSHIP. B. MATERIAL SPECIFIED BY NAME AND/OR MODEL NUMBER SHALL BE INTERPRETED AS ESTABLISHING A SPECIFICATION FOR THE GENERAL TYPE, QUALITY, CONSTRUCTION AND CHARACTERISTIC OF THE PRODUCT DESIRED, ALL REQUESTS FOR SUBSTITUTION OF MATERIALS MUST BE SUBMITTED IN WRITING TO THE OWNER FIVE (5) DAYS PRIOR TO THE BID OPENING DATE. MATERIALS NOT SO SUBMITTED WILL NOT BE APPROVED FOR INSTALLATION. C. LOW VOLTAGE CONTROL WIRE SHALL BE NO. 14 UF, UL APPROVED. USE RED FOR CONTROL AND WHITE FOR COMMON. Da AUTOMATIC ELECTRIC REMOTE CONTROL VALVES SHALL BE PROVIDED WITH A THROTTLING STEM AND A MANUAL VENT. E. WIRE SPLICES SHALL BE COMPLETES WITH PEN-TITE TYPE UNITS. 4. INSTALLATION A. THE CONTRACTOR SHALL COORDINATE WITH ALL OTHER CONTRACTORS FOR THE PLACEMENT OF ALL NECESSARY SLEEVES, WIRE, PIPE AND CONDUIT. THE IRRIGATION CONTRACTOR SHALL FURNISH AND INSTALL ALL SLEEVES REQUIRED FOR THE IRRIGATION SYSTEM- B. THE CONTRACTOR SHALL MAINTAIN ONSITE, ONE CLEAN DRAWING THAT SHOWS NEATLY IN RED PENCIL, ALL CHANGES FROM THE DESIGN IN THE LOCATION OF PIPE, REMOTE CONTROL VALVES, CROSS CONNECTION CONTROL DEVICES, SPRINKLER HEADS, CONTROLLERS, AND ALL OTHER MAJOR COMPONENTS. TRANSFER ALL INFORMATION FROM THE PROGRESS "AS -BUILT" DRAWINGS TO REPRODUCIBLE DOCUMENTS REQUESTED FROM THE OWNER'S REPRESENTATIVE. THIS DRAWING SHALL BE SUBMITTED TO THE OWNER PRIOR TO SEEKING FINAL ACCEPTANCE OF THE SYSTEM. C. NO WIRE SPLICES PERMITTED BETWEEN IRRIGATION CONTROLLER AND REMOTE CONTROL VALVES. BUNDLE AND TAPE THE WIRE TO THE UNDERSIDE OF THE MAINLINE PIPE AT 30 FOOT INTERVALS. AT ALL LOCATIONS WHERE THE WIRE IS NOT UNDER THE MAINLINE PIPE, PLACE THE WIRE WITHIN A PVC PIPE CONDUIT AT MAINLINE PIPE DEPTH. D. USE LIQUID TEFLON OR TEFLON TAPE ON ALL THREADED CONNECTIONS. DO NOT USE PIPE DOPE ON PLASTIC THREADS. E. INSTALL ONLY ONE REMOTE CONTROL VALVE PER ACCESS BOX. Th ^C V V rW � Engineering Planning Surveying Landscape Architecture Urban Design WLB ®-' ® - EW Offices located in Tucson, Phoenix, and Flagstaff, Arizona, Group WW � � Las Vegas, Neveda 4444 East Brc►adway Inc. Tucson, Arizona (520) 881-7480 LANDSCAPE PLAN: LOT 28 ORO VALLEY MARKETPLACE RV-N4 ORO VALLEY, ARIZONA F. PVC PIPE: 1. BURIAL DEPTH: MAIN LINE AT 24" SOIL COVER LATERAL LINE AT 18" SOIL COVER 2. MINIMUM CLEARANCE FOR PIPES IN COMMON TRENCH SHALL BE 4". 3. MINIMUM TRENCH WIDTH SHALL BE TWICE THE DIAMETER OF THE PIPE BEING INSTALLED THEREIN. 4. USE PVC PRIMER ON ALL SOLVENT WELDED SURFACES. 5. INSTALL ALL PIPELINES WITHIN PLANTING AREAS, AT ALL LOCATIONS POSSIBLE. 6. ALL PIPE PASSING UNDER WALKS, DRIVES, AND WALLS SHALL BE SLEEVED WITH PVC PIPE. 7. BACKFILL MATERIAL SHALL BE ROCK FREE. BACKFILL IN 6" LIFTS AND MECHANICALLY TAMP OR WATER IN. BACKFILLING SHALL BE DONE IN SUCH A MANNER TO PREVENT FUTURE SETTLING. SHOULD SETTLING OCCUR WITHIN ONE YEAR, THE CONTRACTOR SHALL MAKE REPAIRS, AS DIRECTED, TO THE COMPLETE SATISFACTION OF THE OWNER. 8. PRESSURE TEST THE MAINLINE AT 100 PSI FOR TWO HOURS. PLACE ENOUGH SOIL TO PREVENT PIPE MOVEMENT, LEAVING VISIBLE ALL THREADED AND SOLVENT WELD CONNECTIONS. ALL LEAKS SHALL BE REPAIRED OR FITTINGS REPLACED IF SO DIRECTED. 9. PRIOR TO INSTALLING EMITTERS, THOROUGHLY FLUSH ALL PIPE LINES, CAP ALL RISERS AND TEST ALL LINES AT THE HIGHEST OBTAINABLE PRESSURE FROM EXISTING SOURCE. REPAIR ALL DEFECTS. G. INSTALL THE IRRIGATION CONTROLLER AT THE LOCATION SHOWN ON THE DRAWING, OR AS DIRECTED BY THE OWNER. H. ALL PARTS OF THE IRRIGATION SYSTEM AND ASSOCIATED EQUIPMENT SHALL BE ADJUSTED TO FUNCTION PROPERLY AND SHALL BE TURNED OVER TO THE OWNER IN FULL OPERATING CONDITION. THE CONTRACTOR SHALL MAINTAIN THE IRRIGATION SYSTEM UNTIL FINAL ACCEPTANCE BY THE OWNER. I. THE CONTRACTOR SHALL REMOVE ALL ROCKS, EXCESS DIRT, AND DEBRIS, AND EQUIPMENT FROM THE SITE AT THE COMPLETION OF THE WORK. J. THE CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR FROM DATE OF ACCEPTANCE OF THE SYSTEM BY THE OWNER. MAKE REPAIRS, AS DIRECTED, AT NO EXPENSE TO THE OWNER. K. AT THE COMPLETION OF THE WORK, THE CONTRACTOR SHALL FURNISH TO THE OWNER IN A THREE RING BINDER: 1) COMPLETE CONTROLLER OPERATION AND PARTS MANUAL: 2) COMPLETE ELECTRIC CONTROL VALVE PARTS SHEETS- 3) PARTS SHEETS FOR EACH TYPE OF EMITTER-. LANDSCAPE PLAN SPECI FI CATIONS LANDSCAPE 1. ALL GRADING IS TO BE TRUE TO CONTOURS SHOWN WITH REVERSE CURVE AT TOP AND BOTTOM OF SLOPE TO ASSURE SMOOTH AND EVEN TRANSITIONS. THERE SHALL BE A CONTINUOUS SLOPE BETWEEN CONTOURS WITH ALL GRADES APPROVED BY OWNER PRIOR TO PLANTING. 2. CONTRACTOR TO MEET EXTERIOR GRADES AT PROPERTY LINES AND IS RESPONSIBLE FOR FINISH GRADES IN LANDSCAPING AREAS. OWNER TO APPROVE ALL GRADES. 3. SHRUB BEDS ARE TO BE GRADED AND TERRACED AS NEEDED TO RETAIN IRRIGATION WATER. 4. CERTAIN PLANT MATERIALS SPECIFIED TO BE INSTALLED AS PART OF THE WORK SHALL BE TAGGED BY OWNER AT PLACE OF GROWTH: PRIOR TO AWARD OF CONTRACT. A. ALL PLANT MATERIALS SHALL CONFORM TO NURSERY STANDARDS ACCORDING TO THE AMERICAN ASSOCIATION OF NURSERYMEN, INC., AND SHALL BE FREE FROM PESTS, EGGS, DISEASES, AND REPRESENTATIVE OF SPECIES IN SIZE, QUALITY, FORM AND COLOR. PLANTS SHALL NOT BE ROOT BOUND, DAMAGED OR SUBSTANDARD IN ANY WAY. ALL MATERIALS TO BEAR ORIGINAL LABELS. B. OWNER SHALL REVIEW AND TAG ALL PLANT MATERIALS AT NURSERY AND PRIOR TO PLANTING FOR CONFORMITY TO SPECIFICATIONS. C. ANY PLANT DEEMED SUBSTANDARD BY THE OWNER WILL BE REMOVED FROM SITE AND REPLACED BY CONTRACTOR AT CONTRACTOR'S COST. 5. TOP SOIL IS TO BE LOCAL, FRIABLE MATERIAL OF ACCEPTABLE QUALITY, FREE FROM EXTRANEOUS MATERIAL OVER 1" IN DIAMETER, WEEDS, CHEMICALS, SEEDS, AND NOXIOUS MATERIAL. THE pH TO RANGE FROM 6.5 TO 8.4 AND PPM OF SALT TO BE LESS THAN 1000. 6. TREES AND SHRUBS TO HAVE SOILS SAUCER AS INDICATED. 7. CONTRACTOR TO GUARANTEE PLANT MATERIALS AS FOLLOWS. - A. 15 GAL. AND LARGER - ONE YEAR B. ALL OTHER PLANTS - SIX MONTHS C. UNIFORM STANDARD OF SEEDED AREAS WITH NO BARE AREAS, THIN AREAS OR SPOTS. 8. FINISH GRADE FOR PLANTED AREAS SHALL BE 1" BELOW ALL CURBS, WALKS AND PAVING WITH SMOOTH EVEN LINES AT EDGES OF STRUCTURES. NON -PLANTED AREAS TO BE RAKED AND COMPACTED AS NOTED AND LEFT SMOOTH AND EVEN WITH FINISH GRADE 1" BELOW ALL STRUCTURES. 9. PLANTING HOLES ARE TO BE 2 X ROOT BALL WIDTH AND 1-1/2 X ROOT BALL DEPTH. BACKFILL WITH 3/4 SITE SOIL AND 1/4 ORGANIC AMENDMENT. 10. SIZES, QUANTITY, TYPES OF PLANTS TO BE SHOWN ON DRAWINGS. 11. CONTRACTOR IS RESPONSIBLE FOR ALL PERMITS, COORDINATION, SCHEDULING, UTILITY VERIFICATION AND DAMAGES TO OTHER TRADES, AND UTILITY DAMAGE. 12. CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS AND ANY DISCREPANCY IS TO BE REPORTED TO OWNER PRIOR TO WORK IN THAT AREA. 13. CONTRACTOR SHALL INSURE PROPER DRAINAGE IN ALL PLANT HOLES_ 14. ALL TREE AND SHRUB PLANTS TO RECEIVE AGRI-FORM TABLETS AS PER MANUFACTURER INSTRUCTIONS, AND IN ACCORDANCE WITH THE FOLLOWING TABLE.- 1 GAL. - (2) 5 GRAM TABLETS 5 GAL. - (4) 5 GRAM TABLETS 15 GAL. - (12) 5 GRAM TABLETS 24 INCH AND LARGER - (18) 5 GRAM TABLETS 15. ALL PLANT MATERIALS SHALL BE PROPERLY STORED AFTER DELIVERY TO PROTECT THEM FROM WEATHER OR OTHER CONDITIONS WHICH COULD CAUSE DAMAGE. CONTRACTOR IS LIABLE FOR REPLACEMENT OF DAMAGED MATERIAL WITH LIKE MATERIAL FROM SAME SUPPLIER. 16. LAYOUT PLANTS AT LOCATIONS SHOWN ON THE DRAWINGS. USE 12" STAKES: COLOR CODED FOR EACH SPECIES OF PLANT. STAKE EACH TREE AND MAJOR SHRUB. 17. CONTRACTOR IS RESPONSIBLE FOR PRESERVATION AND WATERING OF ALL EXISTING PLANT MATERIALS TO REMAIN. FENCE OFF PLANT MATERIALS DURING CONSTRUCTION PERIODS TO AVOID DAMAGE. CONTRACTOR SHALL PAY FOR LIQUIDATED DAMAGES DUE TO PLANT MATERIALS LOST OR DAMAGED DURING CONSTRUCTION. 18. CONTRACTOR TO MAINTAIN ALL LANDSCAPE AREAS FOR A MINIMUM OF 90 DAYS AFTER COMPLETION OF PROJECT. 19. PROVIDE PROTECTION TO ALL PLANTS FROM RABBITS, INSECTS AND OTHER PESTS. No. Date LANDSCAPE PLAN FOJ LOT 28 OF Two working days before you dig CALL FOR THE BLUE STAKES Blue Stake Center ORO VALLEY MARKETPLACE RANCHO VISTOSO-NEIGH O HOOD 14 BEING A PORTION OF SECTION 5, T12S, R14E, G&SRM, TOWN OF ORO VALLEY, PIMA COUNTY, ARIZONA Item Scale N/A Job No. 1 8505OG F001 Date 15 OCTOBER, 2009 Designed By PNR Sheet of (13 h J-- _y ULU SITE VICINITY MAP =o 00 Ld J Q O� > Z O TANGERINE RD w a V) SITE CORONADO NARANJA RD NATIONAL FOREST 77 LAMBER N PROJECT SUMMARY ZONING CLASSIFICATION JURISDICTION TOWN OF ORO VALLEY, AZ ZONE RANCHO VISTOSO PAD; REGIONAL COMMERCIAL SITE AREA IN-N-OUT BURGER TBD TOTAL SITE COVERAGE TBD BUILDING AREA IN-N-OUT BURGER 3,265 SF PARKING SUMMARY USER RATIO SPACES SPACES REQUIRED REQ'D PROV'D IN-N-OUT BURGER: 15 SP/1000 SF STANDARD: HANDICAP: TOTAL PARKING RATIO: TOTAL STACKING PROVIDED: 49 11* 9 2 3.37 SP/1000 SF 12 VEHICLES * PARKING IS RECIPRICAL FOR ENTIRE SHOPPING CENTER BUILDING/LANDSCAPE SETBACKS REQ'D BLDG. SETBACK - FRONT 15'-0" BLDG. SETBACK - REAR 15'-0" DRAWING ISSUE/REVISION RECORD DATE NARRATIVE INITIALS 01/19/09 PREPARING INO AZ-ORO VALLEY-1c WITH CD CURRENT FOOTPRINT; SHIFT BLDG TO ALLOW FOR TOWER 01 /30/09 PREPARING INO AZ-ORO VALLEY-1 d; MC UPDATED SITE PLAN BASED ON 15' LANDSCAPE SETBACKS. 02/03/09 PREPARING INO AZ-ORO VALLEY -le; MC ADDING PARKING STALLS. SITE PLANNER CD/ MC SITE DEV. COORDINATOR DOUG COUPER CLIENT CONTACT KEITH GILBERT PROJECT NOTES 1. THIS CONCEPTUAL SITE PLAN IS FOR PLANNING PURPOSES ONLY: SITE SPECIFIC INFORMATION SUCH AS EXISTING CONDITIONS, ZONING, PARKING LANDSCAPE REQUIREMENTS MUST BE VERIFIED. 2. ALL CURB CUTS AND TRAFFIC SIGNALS SHOWN, EXISTING AND PROPOSED, MUST BE VERIFIED. 3. THIS SITE PLAN IS BASED ON A PLAN PREPARED BY BURLINI/SILBERSCHLAG, LTD., DATED 09/19/08. Greenber-oFarrow INO.AZ-ORO.VALLEY (SWC ORACLE &TANGERINE)-ie 1920 Main Street, Suite 1150 Irvine, CA t. 949 96 0450 4 1:9491960419 �HoHo(ou'y ls'�agu[R@MR 80373.0 I� "i'i f ii�• �t i ,fi j I((`i i 1•(({'ii it I II��.j.l..i'N .{!.[...I?�i�tjf i IYV 1 IVL'VF r VL7LIV IVII-L I IIY%j Development Review Board The Development Review Board invites the community to attend a public meeting on Tuesday, June 9, 2009, 6 p.m. Oro Valley Town Hall, 11000 N. La Canada Dr. Oro Valley, Arizona OV12-09-01, GreenbergFarrow, representing In-N-Out Burger, request for approval of a development plan and landscape plan for a restaurant with drive- thru, located within the Oro Valley Marketplace, in proximity to the southwest corner of Oracle Road and Tangerine Road. The meeting will be held in the Town Council Chambers. The public is encouraged to attend and will be invited to speak. An agenda for this meeting will be made available at least 24 hours prior to meeting time and can be viewed at www.orovalleyaz.gov. For questions and additional information, please contact Michael Spaeth, Planner, at (520) 229-4813 or mspaeth(5)orovalleyaz.gov. Town of Oro Valley 11000 N. La Canada Oro Valley, AZ 85737 NOTICE OF PUBLIC HEARING o�P�s POSTQC / — �- 7 `� i'IINfY B1VYIS 02 1 M $ 00.440 0004279585 MAY19 2009 MAILEDFROM ZIPCODE 85737 _cv olvzv TRA CORP C/F MARVIN CHAMBERS & ET AL 5405 FA FAX RD BAKERSF LD CA 933060000 NiXIC 913 DC 1 00 OS./04/09 RETURN TO SENDER ATTEMPTED - NOT KNOWN UNABLE TO FORWARD BC: 9573*7701-399 *2952-01932-30-24 92989836381E II„I„I,I,I„11„Il,l... )1,„III III IIIII 111111111,111„l,l„I Town of Oro Valley 11000 N La Canada Oro Valley, AZ 85737 NOTICE OF PUBLIC HEARING F I 1'I7 N! Y I4(1VJF} 02 1 M $ 00. 440 0004279585 MAY19 2009 MAILED FROM ZIPCODE 85 73 7 LANE RICHARD R 1803 BROADWAY UNIT 626 NASHVILLE TN 372032768 22ooss?nn X 372 NFE 1 s082 00 05129109 FORWARD TIME EXP RTN TO SEND LANE'RICHARD R 916 COUNTY LINE RD WESTVILLE IN 46391 RETURN TO SENDER -�-'-`=��•��v��►s 11„1„},L1,,,1„I1,1,,,11,,,111,,,,,,ll,),l,l>1„),l„hl„1 o�PNes Town of Oro Valley 11000 N La Canada '"'"'" HOWLS Oro Valley, AZ 85737 02 1M $ 00.440 D004279585 MAY19 2009 ��,jrpCQ MAILED FROM ZIP CODE 85737 Returned � �C'�e�1�► i,,►►1��iiww SOGHOMONIAN FAMILY TR ATTN: SAM SOGHOMONIAN & MARIA F SOGHOMONIAN TR 1986 PEPPER DR 910013523 NOTICE 99WRAIdn OF PUBLIC HEARING Town of Oro Valley 11000 N La Canada Oro Valley, AZ 85737 NOTICE OF PUBLIC HEARING 7 ® WTN[Y BOWES 02 1 M $ 00. 440 0004279585 MAY 19 2009 MAILED FROM ZIP CODE 85 7 3 7 MURTHY RAMESH & ARUNA JT/RS 1691 W WINCHESTER WAY CHANDLER AZ 852480972 220057750 NIXIE 050 ©E 1 00 05121109 RETURN TO SENDER NOT DML.IVERADLE AS ADDRESSED UNASLE TO FORWARD €sRjP?7T)6)1)BraS�)j )j *1G`T3)�)—C73)SO-2;1— 3 i5?37@701� i ii))i1)i)i)i7„il]ii)17))i1,))ii1J„171iili)iJi)1211112)111„1 Town of Oro Valley 11000 N. La Canada Oro Valley, AZ 85737 NOTICE 5� OF PUBLIC HEARING o§P15 PO F � ® Ff7NfY 60V1T5 02 1 M $ 00. 440 0004279585 MAY19 2009 MAILED FROM ZIP CODE 85737 JANK FRANCIS N & CAROLINE M CP/RS 415 N STATE ST APT 501 BELUUGHAnn NA 982255343 NIXIE 029 DE 1 00 015/05/09 RETURN TO SENDER NO SUCH STREET UNABLE TO FORWARD BC : B'3787701.599 *200 4 — 00826— OS — �42 SS737Q7015�II III III IIIIIIII1II1III III IIIII IIII IIIIIIIt1IIt1IIIIII Town Of Oro Valley Planning; & Zoning; 11000 N La Canada Oro Valley AZ 85737 RET 223050840 HARI-MAN CAROLYN M J 305 OAKLAND ^ AURORA CO 800100000 , " ® {NINEY B051VE5 02 1 M $ 00. 440 0004279585 OCT15 2009 MAILED FROM ZIP CODE 8 5 7 3 7 ASAP p t�FjgABt�c . UNASIE . Snb r"M NOTICE OF PUBLIC HEARING ORO VALLEY TOWN COUNCIL The Oro Valley Town Council invites the community to attend a public hearing on Wednesday, November 4, 2009, 6 p.m. Oro Valley Town Hall, 11000 N. La Canada Dr. Oro Valley, Arizona Public Hearing: Ordinance (0) 09- , OV9-09-01, Vistoso Partners, represented by the WLB Group, requests approval of a Planned Area Development (PAD) Amendment for portions of Rancho Vistoso Neighborhood 5, generally bounded on the north by Rancho Vistoso Boulevard, on the east by the Big Wash; on the south by Tangerine Road, and on the west by Rancho Vistoso Boulevard. The purpose of this PAD amendment is to bring the properties proposed for a General Plan amendment (OV11-08-04) into zoning conformance with the proposed General Plan land use designations. The proposal would result in the relocation of the school site, the relocation of residentially -designated area to a location along the proposed Moore Road to Arrowsmith Road loop (with no increase in the number of potential dwelling units), and the creation of a wider riparian corridor along the Honeybee Wash. The public is encouraged to attend and will be invited to speak. An agenda for this meeting will be made available at least 24 hours prior to meeting time and can be viewed at www.orovalleyaz.gov. For questions and additional information, please contact Matt Michels, Senior Planner, at (520) 229-4822 or mmichelsPorovalleyaz.gov NOTICE OF PUBLIC MEETING TOWN COUNCIL The Town Council invites the community to attend a public meeting on Wednesday, August 5, 2009, 6 p.m. Oro Valley Town Hall, 11000 N. La Canada Dr. Oro Valley, Arizona In-N-Out Burger, represented by Greenberg Farrow, requests approval of a development plan for a restaurant with drive -through, located within the Oro Valley Marketplace, in proximity to the southwest corner of Oracle Road and Water Harvest Way, OV12-09-01. The meeting will be held in the Town Council Chambers. The public is encouraged to attend and will be invited to speak. An agenda for this meeting will be made available at least 24 hours prior to meeting time and can be viewed at www.orovalleyaz.gov. For questions and additional information, please contact David Ronquillo, Senior Planner, at (520) 229-4817 or dronguillo(o)-orovalleyaz.gov. In N Out Notice Map NOTICE OF PUBLIC MEETING Development Review Board The Development Review Board invites the community to attend a public meeting on Tuesday, June 9, 2009, 6 p.m. Oro Valley Town Hall, 11000 N. La Canada Dr. Oro Valley, Arizona OV12-09-01, Greenberg Farrow, representing In-N-Out Burger, request for approval of a development plan and landscape plan for a restaurant with drive-thru, located within the Oro Valley Marketplace, in proximity to the southwest corner of Oracle Road and Tangerine Road. The meeting will be held in the Town Council Chambers. The public is encouraged to attend and will be invited to speak. An agenda for this meeting will be made available at least 24 hours prior to meeting time and can be viewed at www.orovalleyaz.gov. For questions and additional information, please contact Michael Spaeth, Planner, at (520) 229-4813 or mspaeth(a)-orovalleyaz.gov. Matt Michels Senior Planner Posted: 05-19-2009 Time: 10:30 a.m. By: d rm S:\permplus\docs\OV1209-01\P_6_9_09 DRB Notice.doc