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HomeMy WebLinkAboutOV121314Town of Oro Valley Development and Infrastructure Services June 6, 2016 Eric R. Barrett, R.L.A. Kevin Hall, P.E. ARC Studios Cypress Civil Development 5781 N. Placita Amanecer 2101 N Country Club Road, Suite #9 Tucson, AZ 85718 Tucson, AZ 85716 Re: OV1213-14, Engineering Comments for El Corredor Final Landscape & Irrigation Plan (REV1), 9600 N. Oracle Road, 1st Submittal Dear Eric and Jeff, The Town of Oro Valley Permitting Division has completed the first review of El Corredor Final Landscape & Irrigation Plan (REV1) submittal package and has deemed this plan set "approved". Please be aware that the Civil Engineer will need to submit sealed exhibits of the revised areas to document that ADA requirements will be adhered to during construction. Furthermore, the revised areas will need to be noted as such on the project as-builts. If you have any questions, please call me at (520) 229-4823. Sincerely, Marvin Miller Engineering Design Reviewer CC: File Oro Valley, it's in our nature. 11000 N. La Canada Drive, Oro Valley, Arizona 85737 www.orovalleyaz.gov i phone: (520) 229-4800 1 fax: (520) 742-1022 A Laws, David From: Keesler, Paul Sent: Friday, February 22, 2013 4:16 PM To: Ross Rulney Cc: Caton, Greg; Lemos, Stacey; Andrews, Joe; Laws, David Subject: RE: El Corredor impact fees Ross, The meeting went well for your project. It was agreed that the $73,148.10 in impact fees paid by the hotel project could be applied toward your project. So you will only be responsible for the excess balance due over this amount. This is predicated that you are the sole owner of the existing fees paid. If another party claimed ownership and were successful in getting a refund of the original paid fees, your development would be responsible to cover this deficit of impact fees created, up to the original amount of $73,148.10. This will apply to successors and future assigns. I hope this is good news and you are on track with the project. Please send a note back that you received this message and acknowledge the terms of the arrangement. Thanks, Paul Keesler, P.E. Director Development & Infrastructure Services Department Town of Oro Valley 520-229-4811 (Office) • 520-229-4899 (Fax) Caring for our heritage, our community, our future. http://www.orovalleyaz.gov/Town Government/Building Safety/Permits Search.htm FIND THE STATUS OF YOUR PLAN REVIEW, REVIEW COMMENTS AND INSPECTIONS ON- LINE From: Ross Rulney [mailto:rossrulney@gmail.com] Sent: Friday, February 22, 2013 9:50 AM To: Keesler, Paul Subject: Re: El Corredor Hi Paul, How'd it go? Thanks, Ross On Thu, Feb 14, 2013 at 11:23 AM, Keesler, Paul <pkeesler(a)orovalleyaz.gov> wrote: Ross, I have a meeting set with my colleagues next week to discuss your and other impact fee issues. I'll call you once the group provides direction or approval of your request, OQO'IPLIEY AR/10�9 a: �OVNDED 191a July 15, 2015 Ross Rulney Boulder Oro Valley LLC PO Box 43426 Tucson, AZ 85733 Re: El Corredor Impact Fees Dear Mr. Rulney, The Town has reviewed your request for impact fee credits for the proposed El Corredor commercial and multi -family development. The request was evaluated based on supporting documentation provided by you consisting of an Appraisal Report for the property and contractor bids for construction of the public trailhead parking lot and Linda Vista Boulevard improvements. The Town's Impact Fee Committee has approved your request as follows: Parks Impact Fees The El Corredor development is subject to $76,608 in Parks impact fees. However, the El Corredor development includes construction of an 8-vehicle overflow paved parking lot for use by the public accessing the nearby trailhead. The land value of the parking lot area and associated construction costs are eligible for a credit against Parks impact fees as follows: • The land value of the parking lot area is $21,747 according to an average square foot cost established by the AXIA Appraisal Report dated August 23, 2013. The appraised value as established by the report is acceptable to the Town. • The Town reviewed estimates for construction of the parking area prepared by White Lightning, LLC and Eagle Rock Excavating dated June 1, 2015 and May 14, 2015 respectively. The Town has determined that construction costs in the amount of $40,440 are eligible for the credit. The total Parks impact fee credit for El Corredor amounts to $62,187. The remaining $14,421 in Park impact fees are required to be paid prior to release of Certificate of Occupancies for the multi- family buildings. Transportation Impact Fees The El Corredor development is subject to approximately $391,554 in Transportation impact fees. The final Transportation impact fees due may vary based on actual building square footages. However, the El Corredor development is required to construct off -site improvements to Linda Vista Boulevard which are eligible as transportation impact fee credits. The Town reviewed the estimate prepared by Eagle Rock Excavating dated June 4, 2015 and determined that construction costs in the amount of $277,394 are eligible for the credit. Furthermore, a Transportation impact fee payment by the previous hotel project in the amount of $70,923 counts as an additional reduction. Therefore, the remaining Transportation impact fee balance for your project is approximately $73,237 which is required to be paid as the commercial component of the property develops. Police Impact Fees The El Corredor development is subject to $45,042 in Police impact fees. However, a Police impact fee payment by the previous hotel project in the amount of $2,225 counts as an existing credit against the current balance. Therefore, the remaining Police impact fee balance for your project is approximately $42,817 which is required to be paid as the multi -family and commercial components of the property develop. Please be aware that the improvements associated with the impact fee credits (e.g. off -site improvements) must be in place for the credits to take full effect. If this cannot be accomplished, for example, due to a phased construction schedule, you may work with the Town to provide assurances (e.g. letter of credit, performance bond, etc.) for any outstanding work yet to be completed at time of certificate of occupancy for any affected building. Please contact me if you have any questions, thank you. Sincerely, D vid Laws, P.E. Permitting Manager Town of Oro Valley Attachment: El Corredor Estimated Impact Fees cc: Paul Keesler (DIS Director) 2 El Corredor Credit Letter.docx EL ••• D•• ESTIMATED IMPACT Multi -Family Building # Building Type Dwelling Units Transportation Impact Fee Parks Impact Fee Police Impact Fee 1 C 24 $29,544.00 $8,064.00 $4,224.00 2 B 12 $14,772.00 $4,032.00 $2,112.00 3 B 12 $14,772.00 $4,032.00 $2,112.00 4 B 12 $14,772.00 $4,032.00 $2,112.00 5 A 12 $14,772.00 $4,032.00 $2,112.00 6 A 12 $14,772.00 $4,032.00 $2,112.00 7 A 12 $14,772.00 $4,032.00 $2,112.00 8 B 12 $14,772.00 $4,032.00 $2,112.00 9 B 12 $14,772.00 $4,032.00 $2,112.00 10 A 12 $14,772.00 $4,032.00 $2,112.00 11 A 12 $14,772.00 $4,032.00 $2,112.00 12 A 12 $14,772.00 $4,032.00 $2,112.00 13 B 12 $14,772.00 $4,032.00 $2,112.00 14 A 12 $14,772.00 $4,032.00 $2,112.00 15 C 24 $29,544.00 $8,064.00 $4,224.00 16 A 12 $14,772.00 $4,032.00 $2,112.00 17 B 12 $14,772.00 $4,032.00 $2,112.00 SUB -TOTAL 228 $280,668.00 $76,608.00 $40,128.00 $397,404.00 Total Commercial Building # Building Type SQ FT Transportation Impact Fee Parks Impact Fee Police Impact Fee CLUBHOUSE OFFICE 5602 $10,150.82 $0.00 $240.89 BUILDING 1 RETAIL* 12600 $30,391.20 $0.00 $1,587.60 BUILDING 2 OFFICE* 4400 $7,972.80 $0.00 $189.20 BUILDING 3 OFFICE* 7000 $12,684.00 $0.00 $301.00 BUILDING 4 RETAIL* 12600 $30,391.20 $0.00 $1,587.60 BUILDING 5 RETAIL* 8000 $19,296.00 $0.00 $1,008.00 SUB -TOTAL 50202 $110,886.02 $0.00 $4,914.29 $115,800.31 Total TOTAL ESTIMATED IMPACT FEES $391-554.02 $76,608.00 $45,042.29! Grand; $513,204.31, Total„ NOTES: 1. $1,231 PER DWELLING UNIT USED FOR MULTI -FAMILY (CURRENT FEE SCHEDULE) 2. $1,812 PER 1,000 SQUARE FEE USED FOR OFFICE USE (OLD FEE SCHEDULE) 3. $2,412 PER 1,000 SQUARE FEE USED FOR RETAIL/COMMERCIAL USE (CURRENT FEE SCHEDULE) * ASSUMED COMMERCIAL USE FOR ESTIMATION PURPOSES GLE RUC E X C A V A T I N G El Corridor Offsite Proposal #3: Off -site phase II (Outside ofADOT ROW only) June 4, 2015 Proposal based on civil drawings only Take -off Line Item cost breakdown: City. Unit: A. Offsite work (within right of way) 1 Mobil ization/GeneraI Conditions (For off -site work only) 1 EA @ $ 12,625.00 $ 12,625.00 2 Clear & grub 2 Acres @ $ 322.00 $ 644.00 3 8" Pre -compaction & scarification 3794 SY @ $ 1.72 $ 6,525.68 4 Mass excavation and backfill of material onsite 891 CY @ $ 11.85 $ 10,558.35 5 Export to commercial (on -site) area 226 CY @ $ 4.46 $ 1,007.96 6 Saw cut existing AC to 3" 353 LF @ $ 2.36 $ 833.08 7 Vertical curb removal 15 LF @ $ 14.34 $ 215.10 8 Curb & Gutter removal 99 LF @ $ 5.75 $ 569.25 9 Remove existing asphalt up to 3" 25818 SF @ $ 0.43 $ 11,101.74 10 Curb Grading 649 LF @ $ 3.72 $ 2,414.28 11 Vertical curb 334 LF @ $ 18.35 $ 6,128.90 12 Curb & gutter 315 LF @ $ 22.98 $ 7,238.70 13 Sidewalk grading 2519 SF @ $ 1.71 $ 4,307.49 14 PC Sidewalk 2166 SF @ $ 5.85 $ 12,671.10 15 PC/COT 207 Handicap ramp 353 SF @ $ 7.91 $ 2,792.23 16 2' Detectable warning strip 42 SF @ $ 35.00 $ 1,470.00 17 Fine grade prior to ABC placement 3794 SY @ $ 3.27 $ 12,406.38 18 Trim, tack and join new AC to existing AC 292 SF @ $ 2.55 $ 744.60 19 3" AC PAG #2 Arterial 3794 SY @ $ 18.18 $ 68,974.92 20 6" ABC 3794 SY @ $ 11.06 $ 41,961.64 21 Pavement marking and signage 1 LS @ $ 28,794.00 $ 28,794.00 22 Traffic control 30 Days @ $ 1,242.00 $ 37,260.00 23 hydroseed distrubed areas 1 LS @ $ 1,150.00 $ 1,650.00 24 New surface course after obliteration Specifically Excluded 25 Night work Specifically Excluded 26 TEP fees including overhead protection Specifically Excluded 27 Police officers Specifically Excluded 28 NPPO Specifically Excluded 29 Section Total: $ 272,894.40 Note 1: Survey layout and material testing is excluded A-1 SWPP Allowance (no plans provided) 1 Waddles & maintenance 2253 LF @ $ - Specifically Excluded 2 NO1 1 EA @ $ - Specifically Excluded 3 Concrete washout 1 EA @ $ 3,000.00 $ 3,000.00 4 Temporary Hazardous Material Storage Area 1 EA @ $ - Specifically Excluded 5 SWPP Board 1 EA @ $ - Specifically Excluded 6 SWPP Inspections 7 EA @ $ - Specifically Excluded 7 Gravel entrance 1500 SF @ $ - Specifically Excluded 8 Re -vegetation of disturbed areas Specifically Excluded A-1 Alternate add for SWPP Allowance: $ 3,000.00 Note 1: No S.W.P.P. plans made available. Unit price will prevail. Sub -Total: $ 275,894.40 Pima County Activity Permit: $ 1,500.00 All other fees and permits: Specifically Excluded Total Job: $ 277,394.40 4750 N. La Cholla Blvd. Tucson, AZ 85705 (520) 514-2779 (520) 514-7107 fax - .4 . Note 1: The construction industry and it's materials have been very volatile the last 18 months and some items could to continue to rise in costs. i.e.: asphalt, concrete, abc, pipe. Quotes for these items furnished by the supplier are usually good for 30 to 60 days and some items will not be required for 3 to 6 months into the project. Suppliers will not hold pricing when increases take effect. Material cost increases may be requested if/when such items increase. Detailed documentation will be supplied. Note 2: This proposal to be included in subcontract agreement with all terms and conditions that are listed. Exclusions: Engineering, removal or relocation of any existing utilities, permits & Fees (except those listed), hazardous material, well abandonment, hard rock excavation, screening native material, gas utilities, phone utilities, cable, temporary utilities, backwater valves, meters, retaining/screen walls and/or excavation/backfill of retaining walls, export of any fill material, landscaping, slope re -vegetation, fence/wall removal, Pima County ROW permit, landscape pathway, seal coating streets. All items of work required to complete the site work on this project which are not specifically included in this proposal, are excluded. Sincerely &4&A 'f"' Scott A. Sheldon Estimator 4750 N. La Cholla Blvd. Tucson, AZ 85705 (520) 514-2779 (520) 514-7107 fax ORO VALLEY SUNWAY, L.L.C. 10985 Cody, Suite 220 Overland Park, Kansas 66210 June 22,2011 Paul Keesler, P.. Permitting Division Manager Development & Infrastructure Services Department Town of Oro Valley 11000 N. La Canada Drive Oro Valley, AZ 85737 Re: Homewood Suites Project OV# 12-05-03B Dear Mr. Keesler: The purpose of this letter is to confirm that Oro Valley Sunway, L.L.C. assigned all of its right, title, and interest in, and to, the impact fees paid in connection with the above -referenced project (the "Project") to Boulder Hotel Oro Valley, LLC. Oro Valley Sunway, L.L.C. hereby acknowledges that it has waived and released any and all claim it may have to a refund or release of any impact fees that it paid to the Town of Oro Valley with respect to the Project. Sincerely, eoulbertson, as Managing Member of Oro Valley Sunway, L.L.C., and as Trustee of the Donald E. Culberson Revocable Trust dated January 1, 1998, Manager of Oro Valley Sunway, L.L.C. 0443219/00938813.DOCXv I ASSIGNMENT THIS ASSIGNMENT ("Assignment") dated this 22 day of June, 2011 is made by ORO VALLEY SUNWAY L.L.C., a Kansas limited liability company ("Sunway") to and for the benefit of BOULDER HOTEL ORO VALLEY, LLC, an Arizona limited liability company ("Boulder). WITNESSETH: WHEREAS, Sunway was the owner and developer of certain real property (the "Property") located in the Town of Oro Valley, Arizona (the "Town") and more particularly described on Exhibit A attached hereto and made a part hereof; WHEREAS, the Property was approved by the Town for development as Project OV# 12-05-03B, and in connection therewith Sunway paid certain fees, deposits, and charges to the Town and or other governmental entities having jurisdiction over the Property (collectively, "Impact Fees"); WHEREAS, Boulder purchased the Property through a foreclosure sale; and WHEREAS, in connection with Boulder's assumption of certain development obligations with respect to the Property, Sunway agreed to transfer all of its claim to, and right title and interest in, the Impact Fees, if any, to Boulder. NOW, THEREFORE, in consideration of the premises herein contained and for other good and valuable consideration, the receipt and sufficiency of which are hereby acknowledged, Sunway agrees as follows: 1. Assignment and Waiver. Sunway hereby assigns, conveys, and quitclaims all of its right, title, and interest in, and to, any and all of the Impact Fees paid to the Town or any other governmental entity having jurisdiction over the Property. Sunway, on behalf of itself, its principals, agents, and fiduciaries, hereby waives, releases, and relinquishes any rights or claims it may have now or at any time in the future to any refund or reimbursement of any Impact Fees paid in respect of the Property. 2. Further Assurances. Sunway shall take all actions necessary and appropriate to assure and confirm this Assignment and waiver of any claims in respect of the Impact Fees. 3. Power and Authority. Sunway represents and warrants that it has the power and authority to enter into this Assignment and that the persons executing this Assignment on behalf of Sunway are duly authorized to do so. This Assignment shall constitute the binding obligation of Sunway. 04432/9/0093 8771.DOCXv 1 4. Headings. The headings set forth at the beginning of each of the sections of this Agreement are inserted for convenience of reference only, and shall not be deemed to have any legal significance or meaning whatsoever. 5. Governing Law. This Assignment shall be governed by, and construed in accordance with, the laws of the State of Arizona, without regard to principles of conflicts of law. 6. Successors and Assigns. This Assignment shall be binding upon and inure to the benefit of the parties hereto and their respective successors and assigns. 7. Recitals. The Recitals set forth at the beginning of this Assignment accurately reflect the facts and intentions expressed therein and are hereby incorporated into and deemed to be a part of this Assignment. 9. Execution in Counterparts. This Assignment may be executed in counterparts and all such counterparts, when assembled, shall constitute a single instrument. IN WITNESS WHEREOF, Sunway has executed this Assignment as of the date first set forth above. WITNESS: ORO VALLEY SUNWAY, L.L.C. By: D bald E. Culbertson, Managing Member By: �� Donald E. Culbertson, Trustee of the Donald E. Culberson Revocable Trust dated January 1, 1998, Manager 2 04432/9/00938771.DOCXv 1 State of iCnr,S�S County of-_T61mm5tx, , I HEREBY CERTIFY that on June 22, 2011, before me, a Notary Public of the above -referenced jurisdiction, personally appeared Donald E. Culberston, who acknowledged himself to be the Managing Member of Oro Valley Sunway, LLC (the "Company") and that he, as such Managing Member, being authorized so to do, executed the foregoing instrument for the purposes therein contained by signing the name of the Company by himself as such Managing Member. WITNESS my hand and Notarial Seal. Notary Public My Commission Expires: S- 3 0- 2 012 LINDA L &UrN pubk Sta� MYAPpL S-3o-2v1Z State of i�nt,SaS County of 3is6a I HEREBY CERTIFY that on June 7-2 , 2011, before me, a Notary Public of the above -referenced jurisdiction, personally appeared Donald E. Culberston, who acknowledged himself to be the Trustee of the Donald E. Culbertson Revocable Trust dated January 1, 1998, which is the Manager of Oro Valley Sunway, LLC (the "Company") and that he, as such Trustee, being authorized so to do, executed the foregoing instrument for the purposes therein contained by signing the name of the Trust, acting in its capacity as Manager of the Company, by himself as Trustee. WITNESS my hand and Notarial Seal. Notary Public My Commission Expires: S- 3U- 2 b12 LINDAyyL SMITH NotaPubk State61 Kenaae MyAppt6m, S- 36- 2 o12 3 04432/9/00938771.DOCXv1 EXHIBIT A Property Description Parcel No. 1: A portion of Lot 4 as recorded in Docket 12189, Page 2447 of Pima County Records located in the southeast quarter of Section 13, Township 12 south, Range 13 east, Gila and Salt River Meridian, Pima County, Arizona, more particularly described as follows: Commencing at the southeast corner of said Section 13, said corner being a brass cap in concrete at the center of Linda Vista Boulevard; Thence north 00°02'41" west 30.00 feet upon the east line of said southeast quarter to the north right-of-way of Linda Vista Boulevard; Thence continuing north 00°02'41" west 637.68 feet upon the said east line to the point of beginning; Thence continue north 00°02'41" west 5 09.3 1 feet upon the said east line; Thence south 89°50'32" west 764.98 feet to the east right-of-way line of Oracle Road to a curve, turning to the right, concave to the west, from which the radius point bears south 84°01'03" west 5,829.58 feet distant; Thence southerly upon curve, upon said east right-of-way, through a delta angle of 4159'45" an arc length of 508.30 feet; Thence north 90°00'00" east 734.48 feet to the point of beginning. Parcel No. 2: A reciprocal easement and operation agreement recorded September 14, 2007 as Docket 13140, Page 4582. 4 04432/9/00938771.DOCXv1 Laws, David From: Diaz-Trahan, Kristy Sent: Monday, June 08, 2015 8:39 AM To: Andrews, Joe; Laws, David; Keesler, Paul; Caton, Greg; Lemos, Stacey; Sidles, Tobin; Saletta, Philip; Sharp, Daniel Cc: Vella, Bayer Subject: RE: Request for El Corredor Impact Fee Credits David This proposal if fine with P&R. Thanks Kristy Diaz-Trahan, CPRP Parks & Recreation Director Town of Oro Valley 680 W. Calle Concordia Oro Valley, AZ 85704 520-229-5050 520-229-5075 (fax) www.orovalleyaz.gov From: Andrews, Joe Sent: Monday, June 08, 2015 7:54 AM To: Laws, David; Keesler, Paul; Caton, Greg; Lemos, Stacey; Sidles, Tobin; Saletta, Philip; Diaz-Trahan, Kristy; Sharp, Daniel Cc: Vella, Bayer Subject: RE: Request for El Corredor Impact Fee Credits David, I agree with your math and not reimbursing for private recreation. Joseph N. Andrews Chief Civil Deputy Town Attorney 11,000 N. La Canada Drive Oro Valley, Arizona 85737 Phone: (520)229-4763 Fax: (520)229-4774 This message is intended only for the use of the individual or entity to which it is addressed. If the reader of this message is not the intended recipient, or the employee or agent responsible for delivering the message to the intended recipient, you are hereby notified that any dissemination, distribution or copying of this message is strictly prohibited. If you have received this communication in error, please notify us immediately by replying to the sender of this E-mail by return E-mail or by telephone. White Lightning, LLC June 1, 2015 Attention: Ross Rulney Boulder Oro Valley, LLC P.O. Box 43426 Tucson, Arizona 85733 JOB LOCATION: # DESCRIPTION 1 GENERAL CONDITIONS • CLEARING • SWPPP • TEMP. FENCING • STAKING • TESTING 2 RETAINING WALLS 3 GRADING AND PAVING 4 OVERHEAD TOTAL P O Box 36193, Oro Valley, Arizona 85740 f:520.203 .0170 Proposal THE CANYONS @ LINDA VISTA TRAIL PUBLIC PARKING All above Costs include OH&F and Applicable Taxes Sincerely, Estimating Dept. Accepted By: COST $ 2,504.00 Commercial = Residential , General Contractor ROC: KB-01 257781 El Corridor - Linda Vista Public Parking Lot Proposal based on civil drawings only Line item cost breakdown: GLE ROC f E X C A V A T I N G Take- off Qty. Unit: May 14, 2015 A. General Conditions 1 Mobilization/General Conditions 1 EA @ $ 6,674.92 $ 6,674.92 2 Temp site facilities 1 LS @ $ 977.00 $ 977.00 Section Total: $ 7,651.92 Note 1: Survey layout and material testing is specifically excluded from this proposal. If requested, Eagle Rock can pursue as needed. B. Clearing & Demolition 1 Clearing and demolition 2 Site cleanup 3 NPPO/landscape/Irrigation C-1 Mass Excavation 1 Mass excavate material within parking lot 2 Backfill retaining walls @ Dog Park (excludes footing backfill) C-2 Fine Grading 1 Cut curb grade & backfill D-1 Curbs and concrete items 1 Vertical curb per PC Det 209 Type 2 14" - Hand formed 2 Header curb per PC Det 213 6"x12" E. Paving (on -site) 1 Bluetop subgrade prior to paving 2 5" ABC 3 2.5" AC PAG #2 Arterial (two mobilizations included) 4 Saw cut existing AC to 3" 5 Traffic control 6 Pavement marking, signage & bumpers Specifically Excluded Specifically Excluded Specifically Excluded 400 CY @ $ 7.87 $ 3,148.00 177 LF @ $ 7.67 $ 1,357.59 $ 4,505.59 256 LF @ $ 3.51 $ 898.56 Section Total: $ 898.56 196 LF @ $ 17.16 $ 3,363.36 60 LF @ $ 17.10 $ 1,026.00 A-1 Alternate add for curbs: $ 4,389.36 364 SY @ $ 2.68 $ 975.52 364 SY @ $ 9.00 $ 3,276.00 364 SY @ $ 20.75 $ 7,553.00 65 LF @ $ 4.00 $ 260.00 2 Days @ $ 747.00 $ 1,494.00 1 LS @ $ 2,400.00 $ 2,400.00 Section Total: $ 15,958.52 Note 1: Proposal assumes paving for residential portion will be completed in two phases Note 2: It is assumed all manholes and valves that require adjustment can be easily located and that manholes have previously been staked to design grade F. SWPP Specifically Excluded G. Landscape/Irrigation/Irrigation Sleeves Sub -Total: Pima County Activity Permit: All other permits and fees: Taxes: Sub -Total Job: 4750 N. La Cholla Blvd. Tucson, AZ 85705 (520) 514-2779 (520) 514-7107 fax Specifically Excluded $ 33,403.95 Specifically Excluded Specifically Excluded Specifically Excluded $ 33,403.95 Note 1: The construction industry and it's materials have been very volatile the last 18 months and some items could to continue to rise in costs. i.e.: asphalt, concrete, abc, pipe. Quotes for these items furnished by the supplier are usually good for 30 to 60 days and some items will not be required for 3 to 6 months into the project. Suppliers will not hold pricing when increases take effect. Material cost increases may be requested if/when such items increase. Detailed documentation will be supplied. Note 2: This proposal to be included in subcontract agreement with all terms and conditions that are listed. Exclusions: Engineering, removal or relocation of any existing utilities, permits & Fees (except those listed), hazardous material, well abandonment, hard rock excavation, screening native material, gas utilities, phone utilities, cable, temporary utilities, backwater valves, meters, retaining/screen walls andlor excavationlbackfill of retaining walls, export of any fill material, landscaping, slope re -vegetation, fencetwall removal, Pima County ROW permit, landscape pathway, seal coating streets. All items of work required to complete the site work on this project which are not specifically included in this proposal, are excluded. Sincerely s ttA sago, Scott A. Sheldon Estimator 4750 N. La Cholla Blvd. Tucson, AZ 85705 (520) 514-2779 (520) 514-7107 fax oPOJP�LEV 04, �.r' FDVNDED A9""' Development and Infrastructure Services April 23, 2015 Michael Mathieu, P.E. Mathieu Engineering Corp 5960 E 2nd St Tucson, AZ 85711 RE: OV1213-14, Traffic Impact Analysis Report for El Corredor, 4th Submittal Dear Mick, We have completed the fourth review of the Traffic Impact Analysis Report for El Corredor. The Town of Oro Valley has approved the TIA with the following condition: 1. Add a "Do Not Enter" sign to the back of the STOP sign at Driveway #1. You may contact me at (520)229-4824 if you have any questions. Thank you. Sincerely, Josh Potter, P.E. Senior Civil Engineer CC: Kevin Hall (Cypress Engineering) File ent-ka-01-201 50,123 1 OQO,P�I.EY ggr2�2-9 �DVNDED 191n Development and Infrastructure Services April 15, 2015 Kevin Hall, P.E. Cypress Civil Development 2102 N Country Club Rd. Tucson, AZ 85716 Via email: kmhall(aD_cypresscivil.com RE: Approval of revised Final Landscape and Irrigation Plan for El Corredor, OV1213-14. (Revision 3) Dear Kevin, Thank you for resubmitting a revised Final Landscape and Irrigation Plan for El Corredor (revision 3). Staff has reviewed the submittal and finds that it meets the Town's Zoning Code requirements. Therefore, the revised plan is approved as of this date. Please submit full-size Mylars of the sheets affected by the revision for final approval. Please contact me if you have any questions or concerns. Sincerely, Patty Hayes Senior Planning Technician phayes(aD_orovalleyaz.gov (520) 229-4819 Planning Permitting Inspection & Compliance Engineering Operations (520) 229-4821 (520) 229-4815 (520) 229-4815 (520) 2294894 (520) 229-5070 Caring for our heritage, our community, our future. 11000 N. La Cahada Drive • 0ro Valley, Arizona 85737 fax: (520) 742-1022 • www.orovalIeyaz.gov Transit (520) 229-4990 Development mid Infrastructure Set -vices Dt'pl"Cment Zoning plan review comments Date: March 2, 2015 Permit # OV1213-14 Development# El Corredor- Revised Landscape Plans Zoning review for the above referenced project has been completed. This letter reflects comments to be addressed. Please make the following corrections on the building plans: 1. Please see attached Engineering comments. 2. Zoning will re -review after Engineering corrections. Please return corrected drawings with a comment letter. Reviewed by: Patty Hayes Phone 520-229-4819, Fax 520-742-1022 phayes@orovalleyaz.gov OVZC=Oro Valley Zoning Code, CDRB=Conceptual Design Review Board Entire Zoning Code available online at www.orovatleyaz.gov Conceptual Site Plan Conceptual Design Review Board Staff Report CASE NUMBER: OV1213-14 El Corredor Commercial and Multi -Family Development MEETING DATE: June 11, 2013 AGENDA ITEM: 2A STAFF CONTACT: Matt Michels, AICP, Senior Planner mmichels(o)orovalleyaz.gov (520) 229-4822 Applicant: Kevin Hall, Cypress Civil Development (520) 991-5213 Request: Conceptual Site Plan for a Commercial & Multi -Family Residential Development Location: Northeast corner of Oracle Road and Linda Vista Blvd. Recommendation: Approve requested Conceptual Site Plan with conditions SUMMARY: This project includes the development of a 226-unit apartment complex and 47,200 square feet of commercial buildings on 19.6 acres at the northeast corner of Oracle Road and Linda Vista Boulevard. The property is currently zoned Planned Area Development (PAD), which permits commercial uses on the west side of the property and multi -family residential on the east side of the property. This review entails the Conceptual Site Plan. The CDRB review is focused on the fundamental elements of the design, including: site layout; connectivity; and the landscape concept. The information must be sufficient to demonstrate that the design concept is achievable and to ensure community fit. Many design issues were raised by staff and the neighbors during the General Plan Amendment and rezoning processes, including site layout, bufferyards, and building height. All of these issues, as appropriate, have been addressed in the Conceptual Site Plan. The Conceptual Site Plan has been evaluated for conformance Design Principles found in Section 22.5.D.5 of the Zoning Code, and the Design Standards found in Addendum "A". This report contains staff analysis, proposed conditions of approval (Attachment 1) and suggested motions for the Conceptual Site Plan. The Conceptual Design Principles are utilized as primary guidance for staff and CDRB evaluation of the application. The Addendum "A" Design Standards are used as secondary guidance, as appropriate. The Location Map (Attachment 2) provides context of the site in relation to the surrounding area. BACKGROUND: Land Use Context OV 1213-14, El Corredor Conceptual Design Review Board Staff Report Page 2 of 6 The Existing Land Use and Zoning for the property and the surrounding area is summarized below. EXISTING LAND USE ZONING SUBJECT PROPERTY' Vacant Planned Area Development (PAD) C-1 NORTH Wedding Chapel SOUTH School PSC EAST Single -Family Residential R1-43 WEST Fire Station/vacant C-N Project Data Table 2. The specific project data associated with the request is summarized below: Allowed/ Required Proposed Front: 20 adjacent to Oracle Front: 38', Side: 23' (north), 20' Setbacks Rd. ROW', Side: 20', Rear: (south), Rear: 100' 100' to east property line 28' (18' or 1-story within Apartment Bldgs.: 27' Building Height 100 feet of Oracle Rd.) Commercial Bldgs: 28' max. .16 Floor Area Ratio - .30 North: 0', s Eat 30', West: 40', North: 0', East: 30', West: Landscaped Bufferyards 40', South: 20 South: 20' _ Open Space 20% 20% Approvals To Date The following approvals are associated with this project: In 2012, the Town Council approved the Planned Area Development (PAD). In 2011, the Town Council approved a Major General Plan Amendment from Neighborhood Commercial -Office (NCO) to High -Density Residential (HDR) for the eastern 13 acres of the site. Proposed Conceptual Site Plan 4. The Conceptual Site depicts 7 acres of commercial development on the west side fronting Oracle Road and a 13-acre apartment complex on the east side of the property. The commercial area contains 47,200 square feet of floor area in five (5) buildings, The proposed 226-unit apartment complex includes 76 one bedroom units, 124 two bedroom units, and 26 three bedroom units. Pedestrian connections are provided between the commercial area and apartment complex to allow for convenient access to OV 1213-14, El Corredor Conceptual Design Review Board Staff Report commercial services for apartment residents. Recreational areas and amenities are provided in the apartment complex for the use of residents. Page 3 of 6 Site improvements include site utilities, grading, paving, and landscaping. A 30 foot landscape bufferyard will be provided along Oracle Road and a 40 foot landscape bufferyard with an 8-foot wall will be provided along the eastern edge of the property. The eastern bufferyard will help to minimize the impacts of the development for the neighbors to the east of the property. Parking will be provided in accordance with the Oro Valley Zoning Code. Additionally, paved sidewalks, bicycle parking, and shaded seating will be provided. DISCUSSION / ANALYSIS: Design Principle Analysis The Conceptual Site Plan is in conformance with all applicable Design Principles. The following are key Design Principles (in italics), followed by staff evaluation of how the site design conforms to the design principle: 5. Building orientation: The location, orientation and size of structures shall promote a complementary relationship of structures to one another (Section 22.9.D.5.a). The Conceptual Site Plan is in substantial conformance with the tentative site plan approved with the rezoning. The apartments will be placed on the east side of the property and provide a transitional use between the commercial along Oracle and the single-family residential to the east. The site slopes from east to west and the finished grade of the apartments will be significantly lower than the residences to the east, which serves to preserve views and privacy for existing residents. 6. Drainage/grading: Site grading shall minimize impacts on natural grade and landforms and provide for subtle transitions of architectural elements to grade. Significant cuts and fills in relation to natural grade shall be avoided or minimized to the extent practical given property constraints (Section 22.9.D.5.a). Development of this project will increase runoff due to the addition of non -permeable surfaces associated with new structures and paving. To offset this increase, detention basins have been included in the design. A 40 foot bufferyard at the western edge of the property will include drainage detention basins to capture runoff. Additionally, rainwater harvesting basins have been included throughout the landscape plan which will further capture storm runoff and supplement the irrigation of landscaping on the site. A full drainage report will be required as part of the Final Design submittal. All post - development flow shall be mitigated and released in the same manner and quantity as the existing conditions. The Site Cross -Sections for the development are provided as Attachment 5. 7. Connectivity: Strengthen the usability and connectivity of the pedestrian environment internally and externally by enhancing access to the public street system, transit, adjoining development and pedestrian and bicycle transportation routes. Where OV 1213-14, El Corredor Page 4 of 6 Conceptual Design Review Board Staff Report appropriate, buildings and uses should provide access to adjacent open space and recreational areas. (Section 22.9.D.5.a). The internal pedestrian walkways for this project will provide safe pathways and connections for residents and customers to parking areas and to adjacent roads. Paved sidewalks will be provided along Oracle Road and Linda Vista Boulevard. Additionally, shaded seating along pathways within the apartment complex is a recommended condition of approval. Design Standards Analysis The Conceptual Site Plan is in substantial conformance with all applicable Zoning Code Addendum "A" Design Standards. Following are notable Design Standards (in italics), followed by staff evaluation of how the site design addresses the standards: 8. In addition to the parking requirements contained in the Town's Off -Street Parking Requirements, the following design elements shall be incorporated into the site plan or plat where possible: c. Large parking fields shall be broken up into smaller areas through the use of building placement, landscaping, pedestrian walkways and grade transitions (Section 2.1.D.1). The commercial buildings are staggered which serves to break up the parking fields. The majority of the parking areas are at the rear of the property. 9. Multi -Family Residential developments shall provide well defined entry features at all major entrances using one or more of the following. a. Landscaped median that separates ingress and egress lanes... c. Other approved features that define the entrance and provide a visual gateway to the development. (Section 4.1.B.1). The main entry from Oracle Road will be used to access the commercial area as well as the apartments. A landscaped median is provided between the ingress and egress lanes and a roundabout is provided in front of the apartment clubhouse. A condition has been added to Attachment 1 to require landscaping within the roundabout. Rezoning Conditions Analysis 10. Several conditions were attached to this project during the rezoning process. Notable conditions include building height, buffers, and pedestrian improvements (see Attachment 3). The Proposed Conceptual Site Plan is in conformance with these conditions. Engineering 11. ENGINEERING SITE LAYOUT ISSUES A Type 2 Grading Permit is required to construct the building pads, drainage conveyance and structures, utilities, parking areas, and other structures requiring grading on the project site. The grading shall conform to the requirements of the El OV 1213-14, El Corredor Conceptual Design Review Board Staff Report Page 5 of 6 Corredor PAD, Chapter 27.9 of the Town's Zoning Code, and the Town's Subdivision Street Standards and Drainage Criteria Manual where applicable. A detailed Traffic Impact Analysis (TIA) for this project is under review by the Town Engineer and the Arizona Department of Transportation (ADOT). All constructed improvements within the Oracle Road right-of-way will require a separate permit issued by ADOT to allow for both construction activities as well as operational use. There is an existing driveway spur from Oracle Road at the north end of the site that is proposed to provide access for this development. The spacing between this spur and the next fixed driveway to the north does not meet ADOT or Town driveway spacing requirements. However, because this is a pre-existing driveway location and is incorporated within an existing right -turn deceleration lane, staff approves this driveway location as long as the final approved TIA indicates that there are no negative impacts to any existing intersection service levels. PUBLIC PARTICIPATION: Summary of Public Notice 12. Notice to the public was provided consistent with Town -adopted noticing procedures, which includes the following: • Notification of residents within 600 feet • Posting at Town Hall • All registered HOAs No letters have been received in support or opposition to the proposal. No residents have made inquiries regarding the Conceptual Site Plan. FINDINGS: 13. The proposed development is adequately separated and screened from homes to the east and will be generally compatible with the existing area. Based on a review of relevant standards, staff finds that the Conceptual Site Plan is in substantial conformance with: • Design Principles; and • Design Standards, except as noted RECOMMENDATION: Based on the findings in Paragraph 13, staff recommends that the Conceptual Design Review Board take the following action: Recommend approval to the Town Council of the requested Conceptual Site Plan for El Corredor Commercial and Multi -Family project, subject to the conditions on Attachment 1. OV 1213-14, El Corredor Conceptual Design Review Board Staff Report SUGGESTED MOTIONS: Page 6 of 6 I move to recommend approval of the El Corredor Conceptual Site Plan, based on the findings that the proposed design is in substantial conformance with Design Standards and Design Principles, subject to the conditions on Attachment 1. 'sm I move to recommend denial of the El Corredor Conceptual Site Plan due to ATTACHMENTS: 1. Conditions of Approval 2. Location Map 3. Rezoning Conditions of Approval 4. Proposed Conceptual Site Plan 5. Site Cross -Sections 6. Conceptual Landscape Plan ` R Chad Daines, AICP Principal Planner GOLD GOLDER RANCH FIRE DISTRICT E - r Fire and Life Safety Division AN International Fire Code (IFC) 2012 Edition Compliance Review TO: Town of Oro Valley Development Services Building Safety Division FROM: William Loesche, Fire Marshal REVIEW DATE: 01/27/15 PROJECT: El Corredor 9750 N. Oracle Road, TOV TOV PERMIT #: OV1213-14 REVIEW: Fire Code Compliance Review of Building Permit Application Documents Review Type: First Review Received on: 01/23/15 Review Status:Approved as noted Review Due Date: 02/13/15 Occ. T e Const. T Area S.F Stories Height Oce. Load S rinkler Fire Alarm Fire Flow Liu" Submittal Represents Landscape Plans Deferred Submittals Water Plan Status Current Fire Flow Status Current Fire `Apparatus Access Status IFC Standard 901`Acknowled ment Does Fire Approve of Permit Issuance?! Approved as noted The Building Permit Application of the above referenced project is in review for compliance with the Town of Oro Valley and Golder Ranch Fire District Fire Code and Standards. Section I — GRFDITOV IFC Standard 901 - Permit Applicant Acknowledgment: 1.1 N/A Section II — Building Permit Application - Fire Code Review Comments/Conditions: The following comments/conditions shall be achieved prior to a final inspection being scheduled: 2.1 IFC Section 503.4 Fire Apparatus Roadway Obstructions: Care shall be taken in the planting of trees along fire apparatus roadways to ensure that the full mature canopy of a tree does not create an obstruction to fire apparatus access. Trees shall be planted far enough from the roadway as to not create such obstruction. Provide proper spacing along access roadways. The documents submitted for permit review are in compliance with the fire code and are approved. Approval of plans and specifications shall not be construed to be a permit for, or approval of, any violation of any provisions of the Fire Code and shall not be deemed to nullify any provisions of local, state, or federal law, regulation, or code. Section III — IVR Inspections: 3.1 Oro Valley Building Safety Division, please add the following fire inspection codes to the IVR System: IVR Fire Code Inspections X 09026 C of O FIRE APPROVAL Call 825-5959 X 1 05290 FIRE CODE GENERAL CALL 825-5959 Please email or call me with any questions related to any of the above Fire Code comments. William Loesche Fire Marshal Golder Ranch Fire District & Town of Oro Valley (520) 818-1017 wloescheCaDgrfdaz.gov TOV: No plans to be returned Golder Ranch Fire District, Fire and Life Safety Division, 3885 E. Golder Ranch Dr., Tucson, Arizona 85739 Office:520-818-1017 Fax:520-825-5987. www.grfdaz.gov wloesche(@rfg daz.gov Proudly Serving Our Community with Strong Hands & Caring Hearts Since 1977. Serving as the Fire Marshal for the Town of Oro Valley since 1999. PO�PLLEYx gq�?Oy �O�/NDED �91A Development and Infrastructure Services May 14, 2014 Kevin Hall, P.E. Eric Barrett Cypress Civil Development ARC Studios 2102 N Country Club Rd. 5781 N Placita Amanecer Tucson, AZ 85716 Tucson, AZ 85716 Via email: kmhall(c)-cypresscivil.com Via email: erb(a)-arestudiosinc.com RE: Approval of revised Final Landscape and Irrigation Plan for a dog park addition in El Corredor, OV1213-14. Dear Kevin and Eric, Thank you for resubmitting a revised Final Landscape and Irrigation Plan for El Corredor. Staff has reviewed the submittal and finds that it addresses all previous review comments and Zoning Code requirements. Therefore, the revised plan is approved as of this date. Please submit full-size Mylars of the sheets affected by the revision for final approval. Please do not hesitate to contact me should you have any questions. Sincerely, Matt Michels, AICP Senior Planner cc: OV Permit Technicians David Laws, OV Permitting Manager Encl: Engineering memo &TERMPLUSOOMOV1213-14\P_Revised FLP Approval 051414.doc OQpy�yt.EY Aq�OiY yY I t► 1 � I. p-_ FD�NDED Development and Infrastructure Services March 7, 2014 Eric Barrett ARC Studios 5781 N Placita Amanecer Tucson, AZ 85718 Via email: rossrulney(cDgmail.com RE: Approval of dog park in the El Corredor Multi -Family Development, OV1213-14. Dear Eric, Thank you for submitting a plan for a dog park in the southeast corner of the El Corredor Multi - Family development. Planning and Engineering staff have reviewed the plan and find that it meets all applicable Zoning Code requirements with the following conditions. Therefore, the revised Final Landscape and Irrigation Plan depicting the dog park is conditionally approved as of this date, subject to the following conditions: 1. Submit revised Improvement Plans depicting the new sidewalk. 2. Add a note indicating that the crosswalk accessing the dog park will be demarcated consistent with other crosswalks in the development. 3. Clarify whether wheel stops will be provided for the Linda Vista Trailhead overflow parking. If not, please relocate and/or replace the proposed Fishook Barrel Cactus with species that will not create a potential hazard to vehicles in the overflow parking area. 4. Provide a standard detail for the proposed 60' tubular steel fence and pedestrian gate. 5. Indicate color of the proposed %" minus decomposed rock to be used. 6. Provide additional details regarding the benches to be used. Summary Please submit two (2) full size (24"x36") black lines of the revised Final Landscape and Irrigation Plan addressing all conditions of approval for final certification. Please do not hesitate to contact me should you have any questions. Sincerelywzt_ , �,� Matt Michels, AICP Senior Planner cc: Ross Rulney, rossrulney(o)gmail.com Kevin Hall, kmhall(cDcvpresscivii.com OV Permit Technicians David Laws, OV Permitting S:\PERMPLUS\DOGS\OV1213-14\P_dog park plan approval 030714.doc January 24, 2014 1 Matt Michels, AICP i J AN 2 9 2014 Senior Planner Development & Infrastructure Services Department . • ..................••••• Town of Oro Valley (520) 229-4822 RE: Amendment of Conditions of Approval of El Corredor Final Architecture (OV1213-14) r Dear Matt, Thank you and the Town of Oro Valley for working with us during the approval process of the El Corredor project at Oracle Road and Linda Vista Road. Since addressing the Conditions of Approval of the Final Architecture submittal, we have continued to review AUSTIN HOUSTON the project for ways to make improvements on the aesthetics of the buildings. NASHViLLE TUCSON Two of the conditions have caused us considerable concern. The first condition requested that we provide a continuous wainscot of stone veneer where visible from the periphery of the project and the second condition requested that we extend the stone veneer to the top of the columns at the stairwell entries. We respectfully request that these conditions be amended to allow the stone veneer wainscot locations to be only at the areas of the apartment buildings where there are gable -ended roofs and to allow the top of stone veneer at the stairwell columns to be held down from the head of the opening. Please see the accompanying renderings for examples of these locations. We feel that the change of stone veneer wainscot locations is an improvement because it accentuates building elements, by breaking up the mass, while creating a "specialness" or "uniqueness" about the elements. The building forms are also differentiated by the stone veneer wainscot and stucco wainscot. Similarly, we would have the stone veneer wainscot at the same locations on all apartment buildings, where the condition requests the stone veneer only where visible from the periphery. Having the stone veneer wainscot only where visible from the periphery would create an odd appearance and awkward transitions if it were not continued around the entire building. As for the height of the stone veneer on the stairwell columns we feel the proportion of stone veneer to stucco is improved and the appearance is strengthened, by stopping the stone veneer below the head of the stairwell opening, an otherwise abrupt transition. 1820 E River Road Suite 230 Tucson Arizona 85718 www.stgdesign.com We hope that you will reconsider the conditions we've discussed above and will grant our request for the amendment. Additionally, we understand we will have to appear before Mayor and Town Council to discuss this request. We request that this happen at the next Mayor and Town Council meeting as contracting with the masonry contractor can not be completed until the full scope of the work is finalized. Respectfully, L n ester eck, RA Associate Principal STG Design, Inc. To: Matt Michaels Date: 07-19-2013 Company: Town of Oro Valley Project No.: 41.12738.00 From: Leon Westerbeck, STG Design Inc. RE: El Corredor Multi -Family Development Conceptual Architecture Conditions of Approval Response Letter Case Number: OV1213-14 Below is our response to the Conditions of Approval issued following the CDRB approval of the Conceptual Architecture for the El Corredor Apartment project e, (OV1213-14). Please note that these Conditions of Approval were modified slightly by the Mayor and Town Council at their meeting and approval of the Conceptual Architecture for this project on July 3, 2013. 1. All refuse enclosures located in proximity to Oracle Road must be screened with vegetation to shield them from view from the roadway. AUSTIN HOUSTN Response: This condition is addressed on the landscape drawing NAASHVIL E submittal. TUCSON 2. Provide awnings or other shade devices approved by the Planning and Zoning Administrator on all west facades. Response: Discussion during the Mayor and Council meeting on July 3, 2013 gave clarification to the intent of this comment. This will be addressed in the construction documents with a higher performance window with additional tinting to lessen the amount of light transmittance into the apartment units. The owner may also include blinds at the interior of the windows for additional protection. 3. Provide additional architectural elements to the garage buildings to vary the roof plane and add appropriate materials, colors and treatments to match the level of architectural detailing found on the apartment and clubhouse buildings. Response: The garages have been enhanced with additional articulation, colorization and architectural features similar to the other buildings on site. 4. Provide decorative wrought iron features above all stairwell entries. Response: Decorative wrought iron features have been added as requested. 2 2 5. Extend the stone veneer to the top of the columns at the stairwell entries. Response: We have included a rendered elevation with the stone extended to the top of the columns, however, in studying this we feel that the appearance is less than desirable and have included an alternative to extending the stone to the top of the column where we keep the top of the stone below the top of the column. We feel this 1820 E. River Road Suite 230 approach is a much better proportion of stucco and stone. We request Tucson Arizona 85718 that this alternative approach be considered. 520 577 9511 V 520 577 9513 F www.stgdesign.com 6. A plan depicting the view of the rooftop mechanical equipment from the adjacent neighborhood, with appropriate screening to conceal the equipment must be submitted for review and approval by the Planning and Zoning Administrator. Response: An exhibit has been included showing the rooftop equipment situated within a roof space surrounded by roof mansards and parapets ensuring that the units will not be visible. 7. Provide some stone veneer in the wainscot of various buildings. Response: In addition to the stone veneer at the columns of the stairs and breezeways we have added stone veneer at the wainscot on the gabled ends of the apartment buildings. Please contact me if you have any questions or concerns regarding our responses. Respectfully, Leon Westerbeck Associate Principal STG Design, Inc. 520.577.9511 Page 2 of 2 �PtIEY A9/ N, A�OVNDED %91A{ TOWN OF ORO VALLEY DEVELOPMENT & INFRASTRUCTURE SERVICES DEPARMENT 11000 N. LA CANADA DRIVE, ORO VALLEY, AZ. 85737 PHONE: (520) 229-4800 FAX: (520) 742-1022 www.orovallevdis.com 1.2 CONCEPTUAL DESIGN REVIEW APPLICATION FORM Armlication Type : 1. Full CDRB Conceptual Design Package (Includes Items 2, 3 or 4, and 5, below) �2. Conceptual Site Plan & Conceptual Landscape Plan 3. Conceptual Architecture -Commercial Nii� 4. Conceptual Architecture - Model Home ltf'' 5. Conceptual Public Art Name of Project: Applicant Information: Applicant *: Name: VIA lvAAi- "pe Firm: r— V?RESTS C1 V I I.. pe IL�t�oPN�.�E� Address: 2.10 Z N. c u.,,T -Y ct-L�t V R b .49 City::] tL-.& C~ State: & Zip: 95?b ( Telephone: 6ZO)Wf 6z113 FaxfriLo) 779 3394I Email: ti4jf T��tSTe %V%l. Corti Office Use Only OV Case "� N Sign Criteria Sign - PAD Exemption Master Sign Program Communication Facility -Tier 2 Minor Communication Facility - Major Revised Development Plan * If more than one, attach list Property Owner(s) if different from Applicant *: Name: J�bgS L?=IA.u%t-y Firm: Otto V Auttf LC- Address: PO. Q►ok t4'St(2-t. City: St..e<..' q, State: Ak zip: 85133 Telephone: \ 1850 Fax: Email: YOSSitA.�KCy 9 •Cow Consultant: Cum L (Discipline) Consultant: l-An4bSCAcf0 ; #A �C -# (Discipline) Name: !r=<zVIAl 14Ad.t,. Firm: C`10-ESS Q VI t_ �iEVELbn E.r'f Address: 7i ( 62 n1 . coft..TAV---f Ct.a.4p tZo City: t Co.- State: L. Zip: W r JL Telephone: V9/ rZt3 Fax: Email: 4 C Gyr.-eyCI , % . C4V^ Consultant: 4-0-new ncK< (Discipline) Name: I-r'0AJ W671E"EC K Firm: S-r4 t>csqQ Address: TZ (VE-a- (-b �i30 City: % C. ffo! N State: & Zip: 85 7i8 Telephone: 9 +'7 I rI t Fax: Email: JW e,.+rr-beaK 62 SfigcleRf aigcLo. Name: s 1ZtG R AAA-£-t- Firm: ARC► ;T%A pI e 5 Address: '51$1 t-L . PLAAG tr4 AMArrC-e-Ett- City: State: JAI Zip: 15 1$ Telephone: 982 016557 Fax: Email: L* d 0 @ 4 rc-SftAr I'65 %nC . Co►+1 Consultant: (Discipline) Name: Firm: Address: City: Telephone: Email: State: Zip: Fax: Subject Property Information: 2 Zvi ' 3 I, 0109 2 % 4 -'s - cn cG Address: q(o,np w• 0A4W-,-6 F-,A;O BVII"t Parcel/Tax Code: 7-14-'A o/vb Subdivision / Commercial Center Name: L 40/W2*4N012- Book/Page or Sequence Number: Lot Number(s) Legal Description: b Section/Township/Range:' f % 3 T 1 Z- S_ X t? Area of Property: 11. s Ae- Existing Land Use: V C A iST Proposed Land Use: M L--ILrt — Fof►K t Ly " ;' Cat t-%t44 die-c t ,- L Project Description/Narrative: "I X E U EA S E Go we.Eft-�►/ft_ 4-D R ES rn95- art* [. aojEGT per -ri+6 NtE L oqz A-t-Lc- r4Nf�> LlN A, V ts-r-4 Rout,-gv� I hereby certify that I have read and examined this application and know the same to be true and correct. I am the owner of the property or the Owner's authorized representative, and if not the owner, 1 have obtained the owner's permission to perform stated work. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The approval of this application does not presume to give authority to violate or cancel the provisions of any other federal, state or local law for which this project may be subject to, Notice: It is the applicant/owner's responsibility to ensure all private rules and regulations (such, as Covenants, Conditions & Restrictions (CC&R's)) of the subdivision and/or commercial center are adhered to. Contact your Home Owners Association or property management to determine applicable requirement's.` It is also the applicant's responsibility to coordinate,with all outside agencies to secure their acceptance or clearance. Failure to do so may delay is uance of permits. See attached list of agencies. & �3 Applic nt's Signature Print Name Date Important Nofe: All submittals received after 4:00 p.m. will be processed the next day Submittals will be relected If: • Not folded using Pima County fold & collated; • There are missing items on the checklist unless otherwise approved by Planning Division Manager or Town Engineer, • Re -submittals can not be accepted without a transmittal and a written narrative summary describing the purpose of submittal. Project Conformance office Use Only Existing Zoning: Existing General Plan Designation: Overlay District: • Proposed Use in Conformance with Zoning: ................................................ ........................................ ❑ Yes ❑ No ❑ N/A Proposed Use in Conformance with General Plan Designation: .................................................. ........... ❑ Yes ❑ No ❑ N/A Previous Applications Relating to this Property: GP Amendment(s): Public Art' Rezoning(s): Signs Conditional Use Permit(s): Communication Facilities Board of Adjustment Case(s): Pre -Application Case(s) Plat/Development Plan(s): Architecture Case(s): 6 1.3 CONCEPTUAL DESIGN REVIEW PACKAGE - SUBMITTAL CHECKLIST: All submittal requirements are included herein. Please note additional site specific information may be required. to Fees ❑ own of Oro Valley Conceptual Design Review Plan Fees Refer to the TOV Development Services Fee Schedule at: http://www.orovallevaz.ciov/Assets/ assets/DIS/Permitting/Development+Services+Fee+Schedule. odf PS —Traffic Impact Analysis ❑ Alternative Parking Analysis (if applicable)** Written response to pie -application agency comments.(6 copies)** The following will require additional fees. Please contact the agencies below for additional information. ❑ Pima County Regional Wastewater Reclamation Department - (520) 740-6534** ❑ Pima County Addressing — (520) 740-6586** ❑ Arizona State Museum — (520) 621-6320** ❑ Pima County Department of Environmental Quality — (520) 740-3340** ❑ Narrative providing,a brief description and overview of project ❑ Letter of Authorization from property owner(s) ❑ Signed notification of potential state or federal issues** ❑ Public Outreach Report (POR)** Submittal T e: Full CDRB Conceptual Design Package: Copy of Pre -Application Comment Letter Conceptual Site Plan — Size 24"X36" (10 copies) oiF_ Conceptual Landscape Plan — Size 24"X36" (10 copies) Native Plant Preservation, Salvage and Mitigation Plan — Size 24"x36" (10 copies) Conceptual Architecture — Size 24"X 36" (4 copies) WAI Conceptual Art — Size 11 "X 17" (4 copies) � Preliminary Traffic Impact Statement (2 copies)* ❑ Pima County Waste Water Sewage Conveyance Letter (2 copies)* ** ❑ Offsite Drainage Conveyance Letter by downstream property owner (2 copies)* ** ❑ Overlay District Submittal (2 copies)* ❑ Alternative Parking Analysis (2 copies)* ❑ Conceptual Architectural Design Plan (Only): ❑ Formal Submittal — Size 24"X 36" (4 copies) ❑ Conceptual Public Art Plan (Only): ❑ Formal Submittal —Size 11 "X 17" (4 copies) The following documents are required for revised Development Plans or Preliminary Plats: ❑ Revised Existing Development Plan: ❑ Copy of Pre -Application Comment Letter ❑ Formal Submittal -Size 24"X 36" (10 copies) ❑ Revised Traffic Impact Analysis (2 copies)* o Revised Drainage Report (2 Copies)* ❑ Revised Pima County Waste Water Sewage Acceptance Letter (2 copies)* ** ❑ Offsite Drainage Conveyance Letter by downstream property owner (2 copies)* ** ❑ Overlay District Submittal (2 copies)* ❑ Alternative Parking Analysis (2 copies)* - Must be submitted at time of formal application If required by Pre -Application letter - otherwise any of these Items could be additionally required during the review of the formal application package. " - Please refer to the attached supplementary documents for additional explanation and details 7 1.4 ADDITIONAL CHECKLISTS: ❑ Sign Criteria: ❑ Formal Submittal —Size 11 "X 17" (4 copies) ❑ Sign - PAD Exemption: ❑ Formal Submittal —Size 11 "X 17" (4 copies) ❑ Master Sign Program: ❑ Formal Submittal —Size 11 "X 17" (4 copies) ❑ Communication Facility —Tier 2 Minor: ❑ Formal Submittal —Size 11 "X 17" (4 copies) ❑ Communication Facility — Major: ❑ Formal Submittal —Size 11"X 17" (4 copies) Project Routing office use only Staff Date Date Action Routed Logging Notes Initials Received Completed Taken To (Use Single Line only. use Routing Notes Below for Additional Info 8 J�� 1ALwHA!'.I!S: A: wurS tfAK N0T Vt1, 1( Ay y E34Lk1!+�1EVEt. EL CORREDOR TYPICAL BUILDING SECTION AT PARAPET 3/ 16" = 1 ' -0" April 26, 2013 1]T • 311T !ru a 61L� DESIGN EL CORREDOR - OVERALL BUILDING COMPOSITION Not to Scale April 26, 2013 C EL CORREDOR SITE SECTION - WEST 171-3" Not to Scale April 26, 2013 LCI EL CORREDOR SITE SECTION - EAST 171'-3" Not to Scale April 26, 2013 EL CORREDOR - CLUBHOUSE ex` Not to Scale April 26, 2013 f EL CORREDOR - SITE PI TOS Photo 1: View looking east along the northern boundary. Photo 3: View looking south from the northern boundary of the site. Note all prior development has been removed. Photo 5: View looking south along Oracle Road along the west boundary of the site. April 26, 2013 Photo 2: View looking south along the east boundary of the site Photo 4: View looking across the site towards Oracle Road, from the east boundary. Photo 6: View looking north along Oracle Road along the west boundary of the site. EL CORREDOR - SITE DTOS Photo 7: View looking east from the corner of Linda Vista Boulevard and Oracle Road. Photo & View looking north from the south boundary of the site. April 26, 2013 C Town of Oro Valley �P�Posl4 Dev. Infrastructure Services o 11000 N La Canada z '� PIi NIY FS(iWVFS Oro Valley AZ 85737 2 IM $ 00.340 0004278585 JA.I'd 30 2014 MAILED FROM ZIP CODE 85 73 7 NOTICE OF PUBLIC MEETING Moonridge (1-48) Moonridge Oro Valley HOA PO Box 17539 Tucson, AZ 85731 >. if %3 'vs^ 2 ,7 v 2f'-. -4 is Delivered a: �1 }_ 11- 1i 4 Hl 1111fill 811ii;1111111dgi11Bull t3. NOTICE OF PUBLIC MEETING Oro Valley Town Council The Town Council will hold a public meeting on Wednesday, February 19, 2014, 6 p.m. Oro Valley Town Hall, 11000 N. La Canada Dr. Oro Valley, Arizona Request for modification of a Conceptual Architecture condition of approval related to stone veneer for the El Corredor apartment project, located on the northeast corner of Oracle Road and Linda Vista Blvd., OV1213-14. The meeting will be 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 Matt Michels, Senior Planner, at (520) 229-4822 or mmichels@orovalleyaz.gov Town of Oro Valley Dev. Infrastructure Services 11000 N La Canada Oro Valley AZ 85737 NOTICE OF PUBLIC MEETING -ZJ VIfA,! - PITNEY 8CWVL'.5 2 1 M $ 00.340 010104279585 JAN30 2C14 MAILED FROM ZIP CODE 85 73 7 Monterra Ridge (1-166) Monterra Hills HOA PO Box 17539 Tucson, AZ 85731 f?E TO N0 T D tL1VERA8Lti Aa A D DRESSED Delivered a �� Ut�tS➢ii3iil�Yi�3i�ii1111iiEI�:ilsi3taiili���li5i.9ili3aili Town of Oro Valley Dev. Infrastructure Services 11000 N La Canada Oro Valley AZ 85737 NOTICE OF PUBLIC MEETING Delivered a.-c VSES P% "TNEY BOVVES 02 1M $00-340 0004279585 JAN130 2014 MAILED FROM ZIP CODE 85737 Wildridge at Rancho De Oro West f-11 Wildridge PO Box 17539 Tucson, AZ 85731 �Zk %� I - ;mllz ;,* ET"RN! TO VE . Ni? T R? A - e Town of Oro Valley Dev. Infrastructure Services 11000 N La Canada Oro Valley AZ 85737 NOTICE OF PUBLIC HEARING F Z 02 1M $ 00.330 0004278585 -1UIN 4.4 2013 MAI LED FROM ZIP CODE 85737 Canada Hills Village 16 (1-33) (Windrose III) Canada Hills Village 16 10730 N. Eagle Eye Place Oro Valley, AZ85737 Delivered as NIX. = S 0 y ~ 1"9 0006, 16 /13 R.F ijRN }-W S E h D F.R NOT DELIVERABLE AS ADDRESSED ilil.......... � NOTICE OF PUBLIC MEETING Oro Valley Town Council The Town Council will hold a public meeting on Wednesday, July 3, 2013, 6 p.m. Oro Valley Town Hall, 11000 N. La Canada Dr. Oro Valley, Arizona Conceptual Site Plan and Conceptual Architecture for a commercial and multi -family residential development known as El Corredor, located on the northeast corner of Oracle Road and Linda Vista Blvd., OV1213-14. The meeting will be 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 Matt Michels, Senior Planner, at (520) 229-4822 or mmichels(c_orovalleyaz.gov Town of Oro Valley Dev. Infrastructure Services 11000 N La Canada Oro Valley AZ 85737 NOTICE OF PUBLIC HEARING Of's pcsr o9. 4�F 02 1 M $ 00.330 0004279585 JU W 4 2013 MAILED FROM ZIP CODE 85737 Sunridge Estates Ken Gyure PO Box 68287 Oro Valley, AZ85737 Delivered a: 85=0 7F _009 0006/16/ 3 RETURN TO .SENDER NOT DELIVERABLE AS ADDRESSED BC: 85737701599 *1714-05639--14-43. ilitlllid lai1litll,Imul,eli1,,11„1l,l1lsl HIllId, I'll , Town of Oro Valley Dev. Infrastructure Services 11000 N La Canada Oro Valley AZ 85737 NOTICE OF PUBLIC MEETING Sunridge Estates Ken Gy-ure PO Box 68287 Oro Valley, AZ 85737 ges posx pFmEY BOWES 02 1M $00-340 0004279585 JAN30 2014 MAILED FROM ZIP CODE 85737 N-11 XI E B30 E '� V* S 14 RETURN TO SENDER Delivered as I ItM' ItV iN . UR W AR D � ^ � L =;: TO -� :f r SC'. 8573,7701599 Town of Oro Valley Dev. Infrastructure Serviceso� 11000 N La Canada Z� 7 TwrNEY BowES Oro Valley AZ 85737 02 „M $ 00.340 0004278585 JA1"1130 20114 MAILED FROM ZIP CODE 85737 NOTICE OF PUBLIC MEETING Rancho De Oro (1-42) Wildridge at Rancho De Oro West PO Box 17539 Tucson, AZ 85731 r rxIE &5ep DE 1 0002104j34 RETURN TO SENDER NOT* DEL-1 Delivered a: U Ag L F Tli P OR WARn 3Ce 8573770-1599 *1214---013.03-31-01 Bank of America 4�r BANK OF AMERICA - CONFIDENTIAL DATE: JANUARY 10, 2014 IRREVOCABLE STANDBY LETTER. OF CREDIT NUMBER: 68101251 BENEFICIARY TOWN OF ORO VALLEY, PAUL KEESLER TOWN ENGINEER DEVELOPMENT AND INFRASTRUCTURE SERVICES DEPT. 11000 N LA CANADA DRIVE ORO VALLEY, AZ 85737 PAGE: 1 ISSUING BANK BANK OF AMERICA, N.A. ONE FLEET WAY PA6-580-02-30 SCRANTON, PA 18507-1999 APPLICANT BOULDER ORO VALLEY LLC ATTN: MALCOM BERMAN MEMBER 3723 OLD COURT ROAD, SUITE 204 PIKSEVILLE, MD 21208 AMOUNT NOT EXCEEDING USD 966,760.80 NOT EXCEEDING NINE HUNDRED SIXTY SIX THOUSAND SEVEN HUNDRED SIXTY AND 80/100'S US DOLLARS EXPIRATION JANUARY 10, 2015 AT OUR COUNTERS GENTLEMEN/LADIES: WE HEREBY OPEN OUR IRREVOCABLE STANDBY LETTER OF CREDIT NUMBER 68101251 IN YOUR FAVOR. CREDIT AVAILABLE WITH BANK OF AMERICA, N.A. BY PAYMENT OF BENEFICIARY'S DRAFT(S) AT SIGHT DRAWN ON BANK OF AMERICA, N.A. DRAFTS MUST BE ACCOMPANIED BY: 1. THE ORIGINAL LETTER OF CREDIT AND ALL AMENDMENTS, IF ANY. 2. A DATED STATEMENT SIGNED BY AN AUTHORIZED SIGNATORY OF THE BENEFICIARY ON BENEFICIARY'S LETTERHEAD STATING: "BOULDER ORO VALLEY LLC HAS FAILED TO COMPLETE THE WORK IT IS REQUIRED TO PERFORM BY THE REQUIRED COMPLETION DATE PURSUANT TO THAT CERTAIN COMMERCIAL DECONSTRUCTION/RESTORATION/STABILIZATION AND LANDSCAPE IRREVOCABLE LETTER OF CREDIT AGREEMENT BETWEEN BOULDER ORO VALLEY LLC AND THE TOWN OF ORO VALLEY WITH RESPECT TO THE SITE OF PROJECT #OV1213-14. WE HEREBY DEMAND PAYMENT IN THE AMOUNT OF o>_v iaxtg 05_201; ORIGINAL Bank of America BANK OF AMERICA - CONFIDENTIAL PAGE: 2 THIS IS AN INTEGRAL PART OF LETTER OF CREDIT NUMBER: 68101251 PARTIAL DRAWINGS ARE PERMITTED AND THE AMOUNT OF THIS CREDIT WILL AUTOMATICALLY BE REDUCED BY ANY AMOUNT PAID. DRAFT(S) MUST STATE "DRAWN UNDER BANK OF AMERICA, N.A., STANDBY LETTER OF CREDIT NUMBER 68101251 DATED JANUARY 10, 2014." IT IS A CONDITION OF THIS LETTER OF CREDIT THAT IT IS DEEMED TO BE AUTOMATICALLY EXTENDED WITHOUT AMENDMENT FOR PERIODS) OF ONE YEAR EACH FROM THE CURRENT EXPIRY DATE HEREOF, OR ANY FUTURE EXPIRATION DATE, UNLESS AT LEAST SIXTY (60) DAYS PRIOR TO ANY EXPIRATION DATE, WE NOTIFY YOU BY REGISTERED MAIL OR OVERNIGHT COURIER AT THE ABOVE LISTED ADDRESS THAT WE ELECT NOT TO CONSIDER THIS LETTER OF CREDIT EXTENDED FOR ANY SUCH ADDITIONAL PERIOD. ANY SUCH NOTICE SHALL BE EFFECTIVE WHEN SENT BY US AND UPON SUCH NOTICE TO YOU, YOU MAY DRAW AT ANY TIME PRIOR TO THE THEN CURRENT EXPIRATION DATE, UP TO THE FULL AMOUNT THEN AVAILABLE HEREUNDER, AGAINST YOUR DRAFT(S) DRAWN ON US AT SIGHT AND THE ORIGINAL OF THIS LETTER OF CREDIT AND ALL AMENDMENTS THERETO, ACCOMPANIED BY YOUR STATEMENT, SIGNED BY AN AUTHORIZED REPRESENTATIVE, ON YOUR LETTERHEAD STATING THAT YOU ARE IN RECEIPT OF BANK OF AMERICA, N.A.'S NOTICE OF NONRENEWAL UNDER LETTER OF CREDIT NO.68101251 AND THE APPLICANT'S OBLIGATION TO YOU REMAINS. ALL BANK CHARGES ARE FOR THE ACCOUNT OF THE APPLICANT. WE HEREBY ENGAGE WITH YOU THAT DOCUMENTS PRESENTED UNDER AND IN COMPLIANCE WITH THE TERMS AND CONDITIONS OF THIS LETTER OF CREDIT WILL BE DULY HONORED UPON PRESENTATION, AS SPECIFIED HEREIN. COMMUNICATIONS WITH RESPECT TO THIS LETTER OF CREDIT SHALL BE IN WRITING AND SHALL BE ADDRESSED TO US AT, ONE FLEET WAY, SCRANTON PA 18507, ATTN: TRADE SERVICES DEPARTMENT -STANDBY UNIT, PHONE: 1-800-370-7519, SPECIFICALLY REFERRING TO THE NUMBER OF THIS LETTER OF CREDIT. EXCEPT AS OTHERWISE EXPRESSLY STATED HEREIN, THIS CREDIT IS ISSUED SUBJECT TO THE INTERNATIONAL STANDBY PRACTICES (ISP98), INTERNATIONAL CHAMBER OF COMMERCE PUBLICATION NO. 590. IF YOU REQUIRE ANY ASSISTANCE OR HAVE ANY QUESTIONS REGARDING THIS TRANYIZED PLEASE CALL 800-370-7519 OPT 1 AUTHSIGNATURE 0s-17-149611 0s_2011 ORIGINAL OP0 ,4,,VIEY 4q/'0 a FDUNDED 1gld Development and Infrastructure Services November 5, 2013 Michael Mathieu, P.E. Mathieu Engineering Corp 5960 E 2nd St Tucson, AZ 85711 RE: OV1213-14, Traffic Impact Analysis Report for El Corredor, 2nd Submittal Dear Mick, We have completed the second review of the Traffic Impact Analysis Report for El Corredor. The Town of Oro Valley has conditionally approved the TIA with the following stipulations: 1. The report with associated recommendations have been reviewed and accepted by the Town of Oro Valley for the residential Phase 1 (Study Horizon Year 2014) component only. 2. The report with associated recommendations have been reviewed and are not accepted by the Town of Oro Valley for the commercial Phase 2 (Study Horizon Year 2016) component. Prior to the commencement of Phase 2, an addendum will be required that addresses the following: ■ The report identifies a poor level of service (LOS E) for several of the Linda Vista Boulevard approaches at the Oracle Road intersection. The auxiliary lane recommendations do not provide clear implementation of the 255 feet of storage for westbound left -turns on Linda Vista Boulevard at Oracle Road, and concurrent accommodation of eastbound left -turns at Driveway 2. Accordingly, Linda Vista Boulevard will require improvements on both the east and west legs to accommodate future development generated traffic at an acceptable level of service. The addendum shall identify the length of the designated westbound left -turn lane at Linda Vista Boulevard and Oracle Road. Furthermore, the length of the TWLTL and taper required to add the lane shall be identified. The addendum shall identify improvements that properly align the intersection geometry of Linda Vista Boulevard at Oracle Road and allow for the elimination of the split phasing of the traffic signal. The report shall identify the impacts of the new phasing on level of service and auxiliary lane recommendations. The report shall identify the required Phase 2 improvements to the west side of the Linda Vista Boulevard intersection with Oracle Road; including, but not limited to, installation of a dedicated left -turn lane. The report shall identify the storage length and taper required to accommodate the additional lane. eng-tia-02-20131203_G_1H The report shall identify acceptance by ADOT for any changes to signal phasing and/or timing at the intersection of Linda Vista Boulevard and Oracle Road prior to making conclusions and/or recommendations based on these changes. 3. Please be aware that dedicated right-of-way on the eastside of the Oracle Road intersection may be required depending on the final geometric layout of Linda Vista Boulevard as determined during the Phase 2 design. You may contact me at (520)229-4808 if you have any questions. Thank you. S;inSincerel , vid Laws, P.E. Permitting Manager CC: Ross Rulney Scott Beck (ADOT Southern Regional Traffic Engineer) Kevin Hall (Cypress Engineering) File eng-g-01-20130924 Page 1 of 1 Miller, Marvin From: Kiel, Chris [ckiel@grfdaz.gov] Sent: Tuesday, September 10, 2013 4:31 PM To: Schwickrath, Charlene; Gray, Jennifer; Willett, Dave; Miller, Marvin; Laws, David Cc: Horbarenko, Steve; McKee, Stephanie Subject: El Corredor grading plan G1300047 - Denied El Corredor grading plan G1300047 — Denied. No sheets to be returned. Chris Kiel, EIT, MCP, CBO Plans Exam inerllnvestigator Fire & Life Safety Division Golder Ranch Fire District 3885 East Golder Ranch Drive Tucson, Arizona 85739 (520) 825-5968 x7010 Office (520) 825-5987 - Fax ckiel@grfdaz.gov www.grfdaz.gov .X.n:cx:zna'r.:.Tani. cc;nt::;a.a.nE?cc .i.n th:1.s ti:ansraiss.i.on .is, c:onfid:an.t:::i.a1. inforniati.on i.ntc:ncicd. anl.y for 't:h:: use:, of the individualnamed. If Vou are Trot the intended recipient of this message or the employee 01 agent onsihle to deliver it to the intended recipient, you are hereby notified that any dissemination, distribution or copying of this coTnrtunication is prohibited. If you have received this comttXunication in error, (In not r..ad the materials. Irmedli.ately delete -lie message, destroy any printout of it that l,,ou may have: Trade arid nc:t:::i.f•, the sf.9nd't,17 by ema:i].. To ensure compliance .,7 h the Open 2;eeti lg I aw, recipients of this message :should no't: forward it to other neir-ers of the fire board. Mendbers of the fire board na, reply to this messace, but should net send a copy of t}T< rt.ply to the ether me ters. board :nenice.rs, please do not _eply to all." «d:..z.:X:Lc.:rina'r.::rn:ri Cf::X'it:.(3:LT1E?(:1 here'i.r il or i.,^. any r+:)s,cnse to tl'ii:: mess"age, may bc: suh''..ct: to dX s .•lor.;ur., th-ough -a public records request, and your informat:ianr'ror: nunic;at:ion mazy be part of said disclosure. _lease consider the environment when choosing to print this message. Thank you, Golder Ranch Fire. District 09/15/2013 o EY ' gq�?oy F�VNDED �g1A Development and Infrastructure Services September 11, 2013 Eric Barrett ARC Studios 5781 N Placita Amanecer Tucson, AZ 85718 Via email: erb _arestudiosinc.com RE: Approval of the Significant Resource Inventory (SRI) and Native Plant Protection, Salvage & Mitigation Plan (NPPSMP) for El Corredor, OV1213-14. Dear Eric, Thank you for submitting the SRI and NPPSMP for the El Corredor project. Staff has reviewed the plans and finds them to be compliant with applicable provisions of Section 27.6.13, Native Plant Preservation, Salvage and Mitigation, of the Oro Valley Zoning Code. You may now proceed with the early salvage and clearing process as outlined in David Laws previous correspondence, including the submittal of an itemized estimate for the amount of the assurance for Town review. Once the estimate is approved, the assurance will be posted in the form of a performance bond, cash or certified check, certificate of deposit, letter of credit, or a deposit of money with a responsible escrow agent or trust company. The intent of the assurance is to be able to restore the disturbed area to a pre -disturbance level should the Town need to step in for whatever reason. We look forward to the successful completion of this project. Please feel free to contact me with any questions or concerns. Sincerely, WZJI-0�/7 "I-'-' �_" Matt Michels, AICP Senior Planner cc: Ross Rulney, rossrulneyCa)-gmail. com OV Permit Technicians David Laws, OV Permitting S:\PERMPLUS\DOCS\OV1213-14\P_SRI-NPPSM Approval 091113.doc 1:Y p. Development and Int c " Permitting Division 11000 N La Canada Drive, TYPE 2 GRADING ructure Services Department Permit No. Expires Review Fee S alley, Arizona 85737 - 520-229-4815 • 520-742-1022 (Fax) Permit Fee S RMIT APPLICATION - CONDITIONS Notice to Permit Holder - It is the applicant/owne �sponsibility to ensure all private rules and regulations of the subdivision are adhered to. Contact your HOA or property man, lent to determine applicable requirements. Initial Here' PROJECT LOCATION: '1906 Al- 444..,.& RQpp APPLICANT: CletLESS C N(L nt Kr-c,-1*QW1- CONTACT PERSON: - K!iE%1(#-J g4L(- g ADDRESS: Z(,GZ. N. C'*P✓,yrr.rr CL-u(& , a `7 CITY: STATF ZIP CODE: Z571 DAY PHONE: SZO. 14 (- 52t EMERGENCY PHONE: tpA►,-4 CONTRACTOR: T FE 9- CdoisTow cTluw! LICENSE #: (31 133 K G-01 ADDRESS: -3;SS k . L{2*Jy S7&4yat•j-iE ' 9 2013 CITY: ZiCSo.J STATE: _ AM- ZIP CODE: l 3 DAY PHONE: SZO- t EMERGENCY CONTACT PERSON: SUPERINTENDENT CELL PHONE: EMERGENCY PHONE: Subdivision oject Name• (Zc-. CO ( LAOOeL Book Page OV Case # Off% MS -1-4 Section 1 Township e �2.5 Range ���. Tax code / Parcel #: ZZC(- 3(�ti E Estimated disturbed area is 1q. 7 Acres; Earthwork: cubic yards (Cut), cubic yards (Fill) Project size is - 11 1 S Acres. Is Project Phased? YES (a ❑ Archeological Clearance Letter 0—Stormwater Pollution Prevention Plan X Soil Report ❑ Notice of Intent (NOI) Description of Permitted Activities: CcsNsruulcTLfw 61F 11 RA -St at.►,�ce� ��t�LT� -fries.. 13��.oIr,F.s �t- C�.�n�so�srt Gradinl? Statement: 1. Stabilization, erosion and drainage control measures: PAIL S W PPP +f-' P&dArT L44sW& Pc 405 2. Estimated quantity of earth material to be removed from site: Off -site disposal location: cubic yards. 3. A description of the dust control method to be used during grading and until re -vegetation or stabilization has been completed: C p b!4 s j A.'i c!r I ew/ Uj ^r /l 4. Starting date: Expected completion date: Lei (H FOR AND INCONSIDERATION of granting this permit, the applicant has read and agrees to observe and comply with the signed permit application and any and all general permit conditions, all applicable sections of the Oro Valley Town Code, the Oro Valley Standard Plans and Specifications, any relevant County, State or Federal Regulations, and any special conditions imposed by the Planning Administrator, and to complete said work all in accordance with the approved/accepted plan(s) and/or Standard Plans and/or Engineering Directives. The Town of Oro Valley accepts no responsibility for the engineering design for work covered by this permit. The applicant accepts all financial and/or legal responsibilities or obligations which may result from the work performed under this permit. The applicant must check for 404 permit compliance with U. S. Army Corps of Engineers. Applicant's Signature: / Date: S1 16 3 Town Employee Signature: NOTICE OF PUBLIC MEETING Oro Valley Town Council The Town Council will hold a public meeting on Wednesday, July 3, 2013, 6 p.m. Oro Valley Town Hall,11000 N. La Canada Dr. Oro Valley, Arizona Conceptual Site Plan and Conceptual Architecture for a commercial and multi- family residential development known as El Corredor, located on the northeast corner of Oracle Road and Linda Vista Blvd., OV1213-14. The meeting will be 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.orovallevaz.gov. For questions and additional information, please contact Matt Michels, Senior Planner, at (520) 229-4822 or mmichels(c_orovalleyaz.gov Posted: 06/17/2013 Time: 5:00 PM By: rmf S:\PERMPLUSXDOCS\OV1213-14\Notice\P—TC notice 070313.doc NOTICE OF PUBLIC MEETING Oro Valley Conceptual Design Review Board The Conceptual Design Review Board will hold a public meeting on Tuesday, June 11, 2013, 6 p.m. Oro Valley Town Hall, 11000 N. La Canada Dr. Oro Valley, Arizona Conceptual Site Plan and Conceptual Architecture for a 20-acre multi -family residential and commercial development known as El Corredor, located on the northeast corner of Oracle Road and Linda Vista Blvd., OV1213-14. The meeting will be 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.orovallevaz.gov. For questions and additional information, please contact Matt Michels, Senior Planner, at (520) 229-4822 or mmichels(a�_orovalleyaz.gov Posted: 05/24/2013 Time: 4:30 PM By: rmf S:\PERMPLUS\DOCS\OV1213-14\Notice\P—CDRBnotice 061113.doc TIA Review Comments — Town of Oro Valley EL CORREDOR — JULY 2013 — SECOND SUBMITTAL OV 1213-14 J REVIEWED BY: Cheryl A. Huelle, PE 8-23-13 Page 10 — Existing Level of Service — Intersection: The current Highway Capacity Manual is 2010, and software HCS 2010, release 6.41 was available at the time of the first TIA submittal. Note in the report if any changes made by HCM 2010 and/or HCS 2010 would impact the analysis, or utilize the updated editions. Also on Page 23 — LOS — Intersections For Study Horizon Years 2014 And 2016. Page 13 — Site Traffic Forcasting: The current ITE Trip Generation is the 9th Edition. Note in the report the revised Fitted Curve Equations for 820 Shopping Center and if there is any impact on the analysis, or utilize the updated equations. Page 14 — Non -Site Traffic Forecasting: Verify any other developments that may occur during the same time period as El Corredor. Make contact with Pusch Ridge Christian Academy to verify if they expect to have any additional development by the 2016 timeframe. Page 17 — FIGURE 5 — Phase 2 — 2016 Traffic Assignments: Driveway 1 and 2 do not show all the outbound traffic. Add traffic to back up the WB trips at the intersection of Linda Vista and SR-77. Page 21 — FIGURE 9 — 2016 Total Traffic Assignments: Adjust the outbound trips at Driveway 1 and 2 to account for the corrections on Figure 5 as noted above. Page 22 — Roadway Geometry Recommendations — Study Horizon Years 2014 and 2016: Revise the third bullet point to include the recommended improvements on Linda Vista. In the report, include a diagram for the recommended re -striping of the intersection. Page 28 — Auxiliary Lanes: Revise the recommendation for the WB left -turn lane. The 175 feet of storage plus a gap opening and a taper will block Driveway 2. Revise the WB lanes and/or the Driveway to accommodate the projected traffic. Page 28 — Pedestrian Considerations: In the report, note the width of the sidewalk. • El Corredor Conceptual Site Plan Engineering Section of the CDRB Report OV1213-14 David Laws, P.E. May 29, 2012 DRAINAGE The project site is located at the northeast corner of the Linda Vista Boulevard and Oracle Road intersection. The site was previously graded for partial construction of an approved hotel that was subsequently removed. Existing stormwater runoff ultimately discharges into the Oracle Road right-of-way where it is conveyed downstream via an existing roadside channel and culverts. The drainage system for the proposed development shall be designed to meet the requirements of the Town's Drainage Criteria Manual and Floodplain Ordinance. The developer will construct drainage improvements consisting of an underground storm drain system, swales, and a sloped parking lot to convey storm water runoff to a detention basin(s) located within the development adjacent to the west property boundary. The detention basin(s) attenuates stormwater discharge so that there is no increase in peak flow or negative impacts to downstream areas. Under post -developed conditions, all flow shall be mitigated to discharge to the west in the same or reduced intensity, manner and location as in the existing form. The use of rainwater harvesting basins and first flush treatment will be incorporated into the final design in accordance with Town requirements. First flush treatment is designed to capture sediment, debris, trash, oils, and grease within runoff discharging from parking areas and access drives. GRADING A Type 2 Grading Permit is required to construct the building pads, drainage structures, utilities, parking areas, and other structures requiring grading on the project site. The grading represented within the Conceptual Site Plan conforms to the requirements of the El Corredor PAD, Chapter 27.9 of the Town's Zoning Code, and the Town's Subdivision Street Standards where applicable. TRAFFIC The proposed development will have two access drives along Oracle Road and two access points along Linda Vista Boulevard. The middle access point along Oracle Road will function as the main access point for the development. However, this intersection will provide limited access for right -in/ -out and left -in turning movements only. The northern most access point along Oracle Road will also provide limited access for right -in/ -out movements only. It should be noted that this driveway location is within 330' from the existing Reflections at the Buttes driveway. Although this driveway spacing does not meet the minimum Oracle Road Scenic Corridor District standards, staff feels that the proposed driveway is acceptable due to: 1) this is a pre-existing driveway location, 2) this is proposed as a limited access driveway (e.g. right -in/ out only), and 3) this is expected to be a low volume driveway. It should also be noted that the easternmost driveway along Linda Vista Boulevard is limited access per the approved El Corredor PAD. The driveway will E n g-csp-cdrb-rpt-20130529 • provide for egress right -turn movements only and ingress/egress access for emergency vehicles. A detailed Traffic Impact Analysis (TIA) for this project was reviewed by the Town Engineer and the Arizona Department of Transportation (ADOT). All required public roadway improvements shall be the responsibility of the developer and all constructed improvements within the Oracle Road right-of-way requires a separate permit issued from ADOT. CONDITIONS OF APPROVAL 1. The developer shall coordinate with ADOT regarding the proposed north driveway along Oracle Road. Separate ADOT approval is required for the proposed location. 2. Provide a revised Traffic Impact Analysis that addresses the comments per the comment letter dated May 29, 2013. Eng-csp-cdrb-rpt-2013 0529 s o 0 ���„'70:1�'Ir�:�O���g',3,v��r O,"�3ij�If�,►e s ��t � <���►���� ��I��'�`� ::'g�i�(�r .s O tip] arc 3 i?" �}y 1_ gr'Y �3: 'r'y 1( •.� ail°'�~iy:N R Y Viee' 'Ii, +�.�+� ao& A;all,...ersol�S'�� ,. IIIII „ iaT"I�i Lt LANDSCAPE SITE L4-L11 LANDSCAPE 20 L22 LOW VOLTAGE PLAN SCALE SHEETS LIGHTING PLAN 1_2-1.3 LANDSCAPE 40 L12 IRRIGATION COVER L234-24 HARDSCAPE SCALE SHEETS SHEET DETAILS - -- L13-L20 IRRIGATION SHEET L25-L29 LANDSCAPE AND L21 ENTRY AND CLUB IRRIGATION '_�2_f� (Q HOUSE DETAILS . ,_soo s wffuu or Haw 4"" _ _ _ � ARC STDDi05. RVC. RETAINS ALL RIGHTS TG HARDSCAPE PLAN LANDSGPE AND RRIGATION PlIa14_ lAll15CAPE AND IRRIGATIpJ BANS NAY NOT BE N Scale: 1"=60' C.I. = 1' 030' 60' 120' 180, LANDSCAPELEGEND GENERAL NOTES: LOCATION MAP Fumish and install landscape material per plan., details THIS PROJECT IS TO BE CONSTRUCTED IN ONE PHASE. THE and specrw0ons. All plant material to meet ANA RETAIL AREA SHALL BE DEVELOPMENT SEPERATELY AS specifications and be or sound health and appearance. Landscape Architect to hand select and tag all trees rer PART OF A LATER DATED SUBMITTAL AND REVIEW. It 12 12 07 project. A. GROSS SITE AREA 852,211.33 SF (19.56 ACRES) 14 13 18 TREES Size City B. ESTIMATED GRADED ACRES: 852,211.33 SF (19.56 Prosopis velutina Salvage 36 ACRES) Velvet Mesquite 36" Box 30 C. OPEN SPACE REQ.: REFER TO FINAL SITE PLAN (FSP) 24" Box/ 15 Gal.19/19 D. OPEN SPACE AREAS PROVIDED: REFER TO FSP 4111SIR Parkinsonia microphylla Salvage 55 E. NATURAL OPEN SPACE PROVIDED: 0 ACRES vALLE DELFoothill Paloverde 24" Box 37 F. PROPERTY ZONING: PAD ORO ROAG. ADJACENT ZONING - NORTH - G1, EAST - Rt-43, SOUTH - Parkinsoniaflorida (Cercidium)Salvage 41 G1,WEST-ORACLE ROAD.TwsT9�Ecr Blue Paloverde 24" Box 28 H. BUILDING SET BACK - REFER FINAL SITE PLAN. SKY RDA 1. BUFFER YARDS REQUIRED -REFER TO BUFFER YARD Ft. Chilopsis lineads'Bubba'@ 24" Box 67 CHART. 14 13 LINDA VISTA ROAD Semi -Seedless Desert Willow NORTH -BUFFER YARD "B" EAST - BUFFER YARD "B" 231 24 24 19 CeIGs re6wlata 24" Box 52 SOUTH -BUFFER YARD "B" north A PORTION of LOT 4 OF NetleafHackbe nY WEST-BUFFERYARD'B'. T.IMILE SECTION 13. 712S, R13E, G&SRM. TOWN OF ORO VALLEY PIMA COUNTY, ARIZONA J. ADJACENT ROADS - ORACLE ROAD 200' ROW (PUBLIC Pistacia x Red push' 24" Box 50 ROAD), LINDA VISTA 60' ROW (PUBLIC ROAD). Red Push Pislache p K. THE PROPERTY OWNER IS RESPONSIBLE FOR LANDSCAPE KEY NOTES O Sophora secundiflora 36" box 12 MAINTAINING THE IRRIGATION SYSTEM AS LONG AS NECESSARY IN ORDER TO TRANSITION PLANTS OVER TO 1. PROPERTY LINE 2. INTERIOR PROPERTY LINE (REFER TO CIVIL) 15. RAMADA (REFER TO CIVIL) Tx Mountain Laurel 15 Gallon 48 NATURAL SOURCES. ANY PLANT MATERIALS THAT DIE 3. COMMERCIAL AREA (PADS 16. PARKING FOR ANY REASON, SHALL BE REPLACED IN AND PARKING N.I.C.) 17. COVERED PARKING Acacia willardiana 15 Gallon 32 ACCORDANCE WITH SECTION 4-211, MAINTENANCE 4. PARKING AREA FOR TRAIL 18. PAVEMENT (REFER TO Palo Blanco L THE PROPERTY OWNER SHALL MAINTAIN ALL PLANTS HEAD CIVIL) WITHIN THE BUFFER YARDS TO ENSURE OBSTRUCTED 5. BUFFERYARD "B' 19. CMU SEAT WALL W/ rcidum hybrid 15 Gallon 33 VISIBILITY TO MOTORISTS (SIGHT VISIBILITY TRIANGLES). 6. PASSIVE WATER CONCRETE CAP Desert Museum Palo Verde ALL SHRUBS, ACCENTS, AND GROUND COVERS SHALL HARVESTING AREA (fYP.) 2BOLLARD NOT EXCEED 2' - IN HEIGHT. TREES WILL BE MAINTAINED 7. ACTIVITY NODE- � 21. . MONUMENT SIGN Leucaena retusa 15 Gallon 17 TO ENSURE THAT BRANCHES/ CANOPY FOLIAGE IS NOT RECREATION AMENITY 22. SUN SAIL CANOPY W/ BSQ, Golden Lead Ball \1 BELOW A HEIGHT OF 6 FEET. ACTIVE I PASSIVE, - AND PICNIC TABLE ON SLAB M. NO TREES TO BE PLANTED WITHIN MIN. DIST. OF T-6" OF HARDSCAPE, ARTIFICIAL 23. WATER METER ENCLOSURE - bizia jultbrissin 'Rosea' 15 Gallon. 17 UNDERGROUND WATER LINES. IF TREES ARE PLANTED TURF, AND DECORATIVE REFER TO CIVIL ( ) Mimosa Red WITHIN 4' OF LINE A ROOT BARRIER IS REQUIRED ROCK 24. IRRIGATION WATER METER ENCOMPASSING THE ROOT BALL OF THE TREE. 8. 60" TUBULAR STEEL FENCE (REFER TO CIVIL) N. KNOW EASEMENTS ARE SHOWN ON LANDSCAPE PLAN 9. ENTRY SWING GATE 25. TREE ROOT BARRIER (AS SHRUBSI SUCCULENTS Size FOR REFERENCE ONLY, REFER TO CIVIL PLANS FOR ALL 10. GARAGE NECESSARY) Simmondsia chinensis 5 Gallon 400 EASEMENTS. 11. INTEGRAL COLOR ° Jojoba EXPOSED CONCRETE cacia constrict. Salvage 63 REQUIRED NOTES: 1. IN THE EVENT OF ABANDONMENT, THE PROPOSED 12. INTEGRAL COLOR Whitethom Acacia 5Gallon GRADED AREAS SHALL BE RE -VEGETATED WITH THE EXPOSED CONCRETE 2 Dodonea viscose purpurea 5 Gallon 128 OVO VALLEY APPROVED RE -VEGETATION SEED MIX. 13. CONCRETE SIDEWALK + Purple Hop Seed CREATED SLOPES SHALL BE STABILIZED WITH SLOPE LIGHT BROWN FINISH 14. TRASH ENCLOSURE Celtis pallida 5 Gallon 50 . STABILIZATION STANDARDS AND SEEDED WITH NATIVE Desert Heckbe,7y SEED MIX BUFFER YARD TABLE TLycium sp. 5 Gallon 46 2. ALL TRANSPLANT MATERIAL WITH A 3" CALIPER OR 6' WEST (ORACLE ROAD) SOUTH (LINDA VISTA BLVD.) Native Woilbeny TALL SHALL EQUATE TO A LARGER THAN 24" BOX TREE. 30' BUFFER YARD "B" @ 1,148' LF 20' BUFFER YARD "B" 30' LF QZizyphus obtusifolia 5 Gallon 14 3. 2" DEEP, 3(8" SIZE ROCK TO BE PLACED IN ALL REQUIRED PROVIDED REQUIRED PROVIDED Greythom LANDSCAPE AREAS AS NOTED. TREES 46 48 TREES 1 1 O Salvia develandii 5 Gallon 126 4. 40 % OF THE TREES ARE 24" BOX SIZE OR LARGER. SHRUBS 57 80+ SHRUBS 2 6 Cleveland Sage 5. THE PROPOSED WALL SHALL BE DESIGNED WITH COLOR ACCENTS 115 150+ ACCENTS 4 5 Justicia calitotnica 5 Gallon 126 AND TEXTURES COMPATIBLE WITH THE ADJACENT 42" MASONRY SCREEN WALL FENCE/ VEGETATION, AND WALL Chuparosa BUILDINGS. (SHALL BE INSTALLED WITH • FOR SCREEN ® Calliandra califomica 5 Gallon 158 6. ASSURANCES FOR LANDSCAPING AND RE -VEGETATION COMMERCIAL DEVELOPMENT) Baja Fairy Duster SHRUBS MUST BE POSTED PRIOR TO ISSUANCE OF SOUTH (LINDA VISTA BLVD.) Viguiera parishil (Dettoides) 5 Gallon 158 GRADING PERMITS. NORTH (ZONE G1) 15' BUFFER YARD "B" 30' LF W/ 66 Goldeneye ADDITIONAL REQUIRED NOTES: 30' BUFFERYARD "B" @ 765' LF. REQUIRED PROVIDED lunadodes White' 5 Gallon 40 1. ALL PLANT MATERIAL TO BE IRRIGATED BY A FULLY REQUIRED PROVIDED TREES 3 5 OBauhinia Chlhuahuan Orchid Shrub AUTOMATIC UNDERGROUND IRRIGATION SYSTEM TREES 31 31 SHRUBS 5 19 O Ruellia blittoniana 1 Gallon 150 COMPLETE WITH BACKFLOW PREVENTER THAT MEETS SHRUBS 38 88 ACCENTS 10 30 Baja Ruellia ALL LOCAL CODES. ACCENTS 77 106 FENCE/ VEGETATION, AND WALL Lophocereus sellottu 5 Gallon 30 2. VEGETATION WITHIN THE SIGHT VISIBILITY TRIANGLE NO SCREEN REQUIRED FOR SCREEN mostruosa' Totem pole SHALL NOT INTERFERE WITH THE VISIBILITY PLANE Caesalpinia pulcherrima 5 Gallon 63 DESCRIBED BY TWO HORIZONTAL LINES LOCATED 30 EAST (ZONE R143) SOUTH (LINDA VISTA BLVD.) Red Bird of Paradise INCHES AND 72 INCHES ABOVE FINISHED GRADE OR 30' BUFFER YARD "B" @ 1,147'.LF 20' BUFFER YARD "B" 492' LF Dasylirlonwheeled 5Gallon 171 ROADWAYSURFACE. REQUIRED PROVIDED REQUIRED PROVIDED Desert Spoon 3. INORGANIC GROUND COVER SHALL BE PLACED 2" DEEP TREES 46 46 TREES 20 20 O Hesperaloe parvitlora 5 Gallon 322 IN ALL PLANTING AREAS AND NON -PAVED AREAS. SHRUBS 57 100+ SHRUBS 34 34 Red Yucca 4. THE LANDSCAPE PLAN SHALL BE IN CONFORMANCE ACCENTS 115 115+ ACCENTS 59 93 Ferocactus wisiizenii Salvage 420 WITH THE NATIVE PLANT PRESERVATION PLAN AND ALL 42" MASONRY SCREEN WALL FENCE/ VEGETATION, AND WALL p Fishhook Barrel cactus REQUIREMENTS SET FORTH THEREIN. FOR SCREEN ;y Pedilanthus macrocarpus 5 Gallon 47 Lady Slipper MAINTENANCE PROVISIONS: SOUTH (LINDA VISTA BLVD.) Agave desmettiana 5Gallon 165 1. ALL LANDSCAPE AREAS WILL BE MAINTAINED ON A REGULAR BASIS UNDER THE SUPERVISION 30' BUFFER YARD "B" 17Z LF Smooth Agave OF THE REQUIRED PROVIDED Opuntia spJ Yucca Salvage 74 PROPERTY OWNER THIS MAINTENANCE IS TO INCLUDE TREES 7 9 eL Cholla/Yucca PRUNING, FERTILIZING, CLEARING DEBRIS AND WEEDS, SHRUBS 9 27 Dasylirion quadranguiatum 5 Gallon 160 AND REMOVING AND REPLACING DEAD PLANTS. ACCENTS 18 21 Toothless Soto 2, ALL LANDSCAPE AREAS WILL BE IRRIGATED USING AN FENCE/ VEGETATION, AND WALL AUTOMATIC, UNDERGROUND IRRIGATION SYSTEM. FOR SCREEN ® Camegiea gigantea Saguaro Salvage 39 REFER TO SHEETS SITE ADDRESS OWNER/DEVELOPER ARCHITECT Fouquierla spiendens 16" Box 13 L23L3FOR: REFERENCE CIVIL 96DO N. ORACLE ROAD BOULDER ORO VALLEY LLC STG DESIGN Ocotillo - Rooted- Bare -root not acceptable LEGEND AND HARDSCAPE ORO VALLEY, ARIZONA 85737 PO BOX43426 1820 EAST RIVER ROAD, SUITE 230 GROUND COVERS/ VINES Size LEGEND TUCSON, ARIZONA 85733 TUCSON, ARIZONA 85718 Lantana montevidensis 1 Gallon 693 AN: T MR. ROSE RUWEY ATTN:WESTERBECK O Gould Mound Lantana DATE: 2013.12.04 P850-9300 p 57N Berlandiera lyrata 1 Gallon 166 E: ROSSRUWEY@GMAILCOM E: LWESTERBECK@STGDESIGN.COM ® Chocolate A PORTION OF LOT 4 SECTION 13, T.PI 12 R. 13 E., EL CORREDOR FINAL LANDSCAPE & Bouteloua wtipenduW SideoatsGrama 1 Gallon 207 F C GRIZONAM.,TOWN OFORO VALLEY, PIMA000NTY, ARIZONA. IRRIGATION PLAN m Bignonia capreolata 5 Gallon Tangerine Cross vine p Parthenocisus spp. 5 Gallon Hacienda creeper Trachelospermum jasminoides 5 Gallon Star Jasmine PROVED BY: A)/4_ .;�? --/,. kNNING AND ZONING ADMINISTRATOR I OV1213-14, OV113-014 10 REROV912-001 REF:(0)12-071 51 CYPRESS PROJECT NO: 13.007 7 ARC STUDIOS 5781 N.FI Artu,leam TuramL Air M718 Y fiA.B8t.9655 a.R®.o4 dos .9wn (� 1 Z IRldrrpe sill design. amtaRneMal senlws. design )ATE 39813 ERIC R BARRM NO. I DATE I REYIWN I By L1 OF LANDSCAPE LEGEND HARDSCAPE/ GROUND COVER MATERIALS LEGEND Furnish and Install landscape material per plans, details Fumtsh and install at material par plans, details and specNntiens. and spsclfir bons. NI plant material to meet ANA specircalions and he of sound health and appearance. Concrete Entry and Pedestrian Crosswalks Landscape Architect to hand select and tag all trees for Integral Color Heavy Exposed Aggregate - Plan pioja°' Top Cast 125 Pink, Davis Color Omaha Tan TREES Size .. Prosopis velubna Salvage Concrete Entry 2 Integral Color- Davis Color Omaha Tan Light Velvet Mesquite 36" Box 9 Broom Finish 24" Box/ 15 Gal Parkinsonia microphylla Salvage Concrete Entry Plaza Integral Color Light Exposed Aggregate - Pied Foothill Paloverde 24' Box Top Cast 5 Light Blue - Davis Color Omaha Tan Parkinsonia florida (Cercidium) Salvage Pool Area Deck Material Acrylic Plastering - Style and Color by Owner, Blue Paloverde 24" Box Complementary to Plaza Concrete Color and Finish Chilopsis linearis'Bubbd& 24" Box Semi -Seedless Desert Willow Celts reticulata 24" Box Netleaf Hackberry Pistacia x Red push' 24" Box Red Push Pistache 54 ISophora secundiflora 36" box Tx Mountain Laurel 15 Gallon Acacia willardiana 15 Gallon Palo Blanco 15 Gallon Palo Verde Leucaena refuse 15 Gallon Golden Lead Bag Rosea' 15 Gallon SHRUBS/SUCCULENTS Size O Simmandsia chinensis 5 Gallon Jojoba cacia constricta Salvage Mitethom Acacia 5 Gallon Dodonea viscose purpurea 5 Gallon + Purple Hop Seed Purple Celts pallida 5 Gallon Desert Hackberry TLycium sp. 5 Gallon �f Native Wol/beny QZizyphus obtusifolia 5 Gallon Greythom OSalvia develandii 5 Gallon Cleveland Sage Justicia califomica 5 Gallon Chuparosa ® Calliandra califomica 5 Gallon Baja Fairy Duster Viguiera parishii (Deltoidea) 5 Gallon Goldeneye lunariodes'White' 5 Gallon OBauhinia Chihuahuan Orchid Shrub O Ruellia brittoniana 1 Gallon Baja Ruellia ®Lophocereus schottii 5 Gallon 'mostruosa' Totem pole Caesalpinia puldrenima 5 Gallon Red Bird of Parackse Dasylirion wheeled 5 Gallon Desert Spoon OHesperaloe parviflora 5 Gallon Red Yucca Ferocactus wislizenii Salvage Fishhook Barrel cactus q)IE Pedilanthus macrocarpus 5 Gallon Lady Slipper v Agave desmetfiana 5 Gallon Smooth Agave h Opuntia spJ Yucca Salvage Cholla/ Yucca Dasylirion quadrangulatum 5 Gallon Toothless Soto ® Camegiea gigantea Salvage Saguaro Fouquieria splendens 16" Box Ocotillo - Rooted - Bare -root not acceptable GROUND COVERS/ VINES Size O Lantana montevidensis 1 Gallon Gould Mound Lantana ® Beriandiera lyrata 1 Gallon Chocolate Flower Bouteloua cutipendula 1 Gallon Sideoats Grama m Bignonia capreolata 5 Gallon Tangerine Cross vine p Parthenocisus spp. 5 Gallon Hacienda creeper Trachelospermum jasminoides 5 Gallon Star Jasmine 1-800-782-5348 J_ Concrete Walks Concrete - Standard Gray - Light Broom Finish Water Harvesting Area Depressed Landscape Area for passive water ,, c? harvesting - Refer to Detail and civil plans. Activity Node Artificial Turf - Install per detail and Specifications. Perimeter Fence 60" Min. Tubular Steel Fence Decorative Rock at Building Breezeway DR3 ­1" Screened Rock- 2" Depth -Pioneer `�30 Matenals - Navajo Brownl" Decorative Rock Landscape Areas DR1 1/2" Screened Rock - 2" Depth - Pioneer Materials - Santa Fe Brown Decorative Rock - Rip -Rap DR2 3" - 6" Angled Rock- Depth of Stone with no voids - Pioneer Materials Santa Fe Brown Decorative Rock - AIL DR4 3/8" Screened Rock - 2" depth - Pioneer Materials - Apache Brown 318" Screened Hydro -Seed - Mix 1 24 Ibs Pure live seed - refer to specifications . Hydro Seed Mix - 1 Botanical Name Common Name LBS/AC Baileyamulfiradiata Desert Marigold 8.0 Escholtzia mexicana Mexican Gold Poppy 4.0 Penstemon parryi Parry Penstemon 2.5 Sphaeralcea ambigua Globemallow 1.5 Bicycle Rack Bicyde Rack - Function First Inc. The Bike Rib Refer to Detail Waste Receptacle p Landscape Forms - Scarborough Refer to Detail Bar-B-Oue Grills a Park Grills -1008 sq. in. large group Charcoal Grill w/ utility shelf. Refer to Detail Lounge Chair Landscape Forms - Chill or owner approved. submit product with color chart. Picnic tables Fair Weather SF F-8 Series 6'. ,Burgundy, Surface Mount, Install per manf. specs. Shade Canoppy ShadeSails.com - Skyclipse 320 12', Blue or owner approved color, Install per manf. specs. r" 1 1 exJJ 10' pub,. t le. ease. Per I_I dkt6487,pg.865 l.. 'W0QM 000: -CO 00(A i. LU 06 < LLI tU�LU N 0ca II_'{ I � ease. I / i LANDSCAPE KEYNOTES O REFERENCE CIVIL LEGEND 1. PROPERTY LINE (REFER TO CIVIL) -r'-" ExsT- IX6TNGT[LEPHONEFEDESTAL 2. INTERIOR PROPERTY LINE 15. RAMADA (REFER TO CIVIL) -----a— XEW COMOUR ri. EX. HNR-OPMNARKER 3. COMMERCIAL AREA (PADS 16. PARKING .TSRDT+ 9 TELEV.(nN.GMDE) LEI EX.-ELLCTRx PULIBOV AND PARKING N.I.C.) 17. COVERED PARKING asaD,s spot ElIIXST.GMDE) I`W] IXGTNGWATFRMFTER 4. PARKING AREA FOR TRAIL 18. PAVEMENT (REFER TO _ - - _ IXISTNGEAsEANAT io ExaTNGnaRMDRux-01 HEAD CIVIL) I. —AT ExmNG WATER VALVE S. BUFFERYARD"B" 19. CM SEAT WALL WI PAREII—NOANUNE IDIGTNGSEWERMANNOIE 6. PASSIVE WATER CONCRETE CAP OIHEAPMCEI IINF A' NEW SIGN HARVESTING AREA (TYP.) 20. BOLLARD ROADWAYCENTERINE :(',. NmSEWEROEANom 7. ACTIVITY NODE- 21. MONUMENTSIGN PANT STRIPE t:l NEW SEWER MANHOLE RECREATION AMENITY 22. SUN SAIL CANOPY W/ BBO, ExaTNGPAVEMENr EDGE _, -,_ NEWER ACTIVE / PASSIVE, AND PICNIC TABLE ON SLAB ERIFFIR W luet NCE _µ—w—w— NEW WATER HARDSCAPE, ARTIFICIAL 23. NOT USED uaTNGQME TURF, AND DECORATIVE 24. IRRIGATION WATER METER U DwNG LGHT (� NEW FIRE XVDMM ROCK (REFER TO CIVIL) NEwcase IXGTWGTMNSFORMER 8. 60"TUBULAR STEEL FENCE 25. TREE ROOT BARRIER (AS [ Ntwo—AFTE 0 FOLNDSURVEYMONUMEM 9. ENTRY SWING GATE NECESSARY) .__........._... NEW ASPHAET R-2 zaNING NvaaN SITE ADDRESS 10. GARAGE Ir cVr I'� ro!:r,r11 rr, I NEW IA.. sTAUCTURE LP Eaa-ro_ 9600 N. ORACLE ROAD 11. INTEGRALCOLOR E- NEW RIP RAP HP XIGXPOINT ORO VALLEY, ARIZONA 85737 EXPOSED CONCRETE --->- NM$TFF G FEE FINRNEDFLOOREIEVATION 12. INTEGRALCOLOR NEW ADA COMPLMNT RARING TC TOPOFCU1WCCNERETE EXPOSED CONCRETE 2 SIGXTV61BILffVTRMMGLFESVf) DATE: 2013.12.26 13. CONCRETE SIDEWALK LIGHT BROWN FINISH -°--_- - IXarNGsrwrR A PORTION OF LOT 4 OF SECTION 13, T. 12 S., R. 13 E., 14. TRASH ENCLOSURE -- --�--- FXLSTNRG OVFAxEAD ELECTRx G. & S. R. M., TOWN OF ORO VALLEY, PIMA COUNTY, -r.-,-,- ExmNGGEG ARIZONA. EXISTING— OV1213-14, OV113-014 ExaTNGPOwERPOA REF:OV912-001 I, IXISTNGGASMApFR REF:(0)12-071 G' — — FxaTNG GAS VANE TOWN OF ORO VALLEY LIMITS CYPRESS PROJECT NO: 13.007 - Scale: 1"= 417 C.I. = 1' 0 20' 40' 89 120' LANDSCAPE LEGEND HARDSCAPE/ GROUND COVER MATERIALS LEGEND Furnish and install landscape material per plans, details Furnish and Install all material par plans, details and specifications. and specifications. All plant material to meet ANA specifications and be of sound health and appearance. Concrete Entry and Pedestrian Crosswalks E,ndsDapa Architect to hand celad and tag an base for p1Ola`t' Integral Color Heavy Exposed Aggregate -Pieri TREES Size .. Top Cast 125 Pink, Davis Color Omaha Tan ° Prosopis velutina Salvage Concrete Entry 2 Integral Color- Davis Color Omaha Tan Light Velvet Mesquite 36" Box q Broom Finish 24" Box/ 15 Gal Parkinsonia microphylla Salvage Concrete Entry Plaza Integral Color Light Exposed Aggregate - Pied Foothill PaloveNe 24' Box Top Cast 5 Light Blue - Davis Color Omaha Tan ° Parkinsonia Honda (Cercidium) Salvage Pool Area Deck Material Acrylic Plastering - Style and Color by Owner, Blue Paloverde 24" Box Complementary to Plaza Concrete Color and Finish Chilopsis linearis'Bubba'S 24" Box a Semi -Seedless Desert Willow Celtis reticulate 24" Box O Netleal Hackberry Pistacia x Red push' 24" Box n Red Push Pistache H Sophora secundiflora 36" box Tx Mountain Laurel 15 Gallon Acacia wiliardiana 15 Gallon Palo Blanco .. 15 Gallon Palo Verde Leucaena refusal 15 Gallon Golden Lead Ball 'Rosea' 15 Gallon SHRUBS/SUCCULENTS Size n Simmondsia chinensis 5 Gallon Jojoba cacia constricta Salvage WIN'tethom Acacia 5 Gallon Dodonea viscose purpurea 5 Gallon + Purple Hop Seed Purple Celts pallida 5 Gallon Desert Hackbeny sp. 5 Gallon TLycium Native Wolfbeny, Zizyphus obtusifolia 5 Gallon Greythom OSalvia develandii 5 Gallon Cleveland Sage Justicia califomica 5 Gallon Chuparosa ® Calliandra califomica 5 Gallon Baja Fairy Duster Viguiera parishii (Deltoidea) 5 Gallon Goldeneye lunariodes 'White' 5 Gallon OBauhinia Chihuahuan Orchid Shrub O Ruellia brittoniana 1 Gallon Baja Ruellia ®Lophocereus schottii 5 Gallon 'mostruosa' Totem pole Caesalpinia pulcherrima 5 Gallon Red Bird of Paradise Dasylirion wheeled 5 Gallon Desert Spoon OHesperaloe parviflora 5 Gallon Red Yucca G Ferocactus wislizenii Salvage Fishhook Barrel cactus Pedilanthus macrocarpus 5 Gallon Lady Slipper Agave ciesmettiana 5 Gallon Smooth Agave Opuntia spJ Yucca Salvage Cholla/ Yucca Dasylirion quadrangulatum 5 Gallon Toothless Solo ® Camegiea gigantea Salvage Saguaro Fouquieria splendens 16" Box Ocotillo - Rooted - Bare -root not acceptable GROUND COVERS/ VINES Size O Lantana montevidensis 1 Gallon Gould Mound Lantana BO Berlandiera lyrata 1 Gallon Chocolate Flower Bouteloua cutipendula 1 Gallon Sideoats Grama m Bignonia capreolata 5 Gallon Tangerine Cross vine p Parthenocisus Epp. 5 Gallon Hacienda creeper zZ, Trachelospennum jasminoldes 5 Gallon Star Jasmine "i, uu'v q. Ra raoo-782-tea Concrete Walks Concrete - Standard Gray - Light Broom Finish Water Harvesting Area i Depressed Landscape Area for passive water ..+..a..,°<t' harvesting -Refer to Detail and civil plans. Activity Node Artificial Turf - Install per detail and Specifications. Perimeter Fence 60" Min. Tubular Steel Fence Decorative Rock at Building Breezeway DR3'. ..... 1" Screened Rock - 2" Depth - Pioneer Materials - Navajo Brown 1" Decorative Rock Landscape Areas DR 1 1/2" Screened Rock - 2" Depth - Pioneer Materials - Santa Fe Brown Decorative Rock- Rip -Rap DR2 3" - 6" Angled Rock - Depth of Stone with no voids - Pioneer Materials Santo Fe Brown Decorative Rock - Alt DR4 3/8" Screened Rock - 2" depth - Pioneer Materials - Apache Brown 3/8" Screened Hydro -Seed - Mix 1 24lbs pure live seed - refer to specifications . Hydro Seed Mix - 1 Botanical Name Common Name LBE Baileya multiradiata Desert Marigold E Escholtzia mexicana Mexican Gold Poppy E Penstemon parryi Parry Penstemon S Sphaeralcea ambigua Globemallow 1 Bicycle Rack Bicycle Rack - Function First Inc. The Bike Rib E Refer to Detail Waste Receptacle 0 Landscape Forms - Scarborough Refer to Detail Bar-B-Oue Grills N Park Grills - 1D08 sq. in. large group Charcoal Grill w/ utility shelf. Refer to Detail Lounge Chair 0 Landscape Forms - Chill or owner approved. submit product with color chart Picnic tables Fair Weather SF F-8 Series 6'. ,Burgundy, Surface Mount, Install per manf. spec's. Shade Canopy ShadeSails.com - Skydipse 320 12', Blue or owner approved color, Install per manf. specs. REFERENCE CIVIL LEGEND —2— EIIETIN c—ouR "-Ie�ED'Sl NEW CONTWR sPOT EIEV. IEIN.GMDE) .r.�gD�`1lS SPOT ELEV.(IX6T. 6RADE) — — — — IXGT"EASEMENT RIGHT-0FWAY — - - — PARCEL am1NDAN UNE OTNFR PARCEI UNE ROADWAY CENTERLINE PANT STRIPE EOSTNG NAVEMENT EWE IXGTNGCNMNUNIF— E%6TNGCURE l3 IXGTNG WNT NEW c- 0 NEW CONCRETE ''..... .......... NEW ASPHALT FM _—�— NEW PARKING STRUCTURE NEW ReW --- — —x—a. .ram NEWSTTEFENCNG .-SOACOMPWH Ri. IXGTNGnoaFnDRwlx _.._. _.— IXISTING SEWER --�"I---+1!-- COST- OVERHEAD ELECTRC DUSTNG— IXGTNGSIGN ' IX 6POWER PpF 16, IXGTING GAS MARKER G IX6TING GASVALVE TOWN OE ow VALLEY ummi III IF sot L: c: 1 O R-2 LP HP FFE TC IXGTNG TEIFPHONE PEDFSTAI \' IXGTN4 NBER-OPTCMARMR i 1 IXGTNG EIE—P.— / I IXGTH6 WATER MEEF0. , IX6TWfi5TORMDMIN IMNNOIE LANDSCAPE KEYNOTES ` IXGTN6 WNTFR VNIVE IXGTCEGSEWERMANHOIE 1. PROPERTY LINE 2. INTERIOR PROPERTY LINE NEW sICN 3. COMM ERCIAL AREA (PADS NEW SEWE0.ClGNWT AND PARKING N.I.C.) NEWSEWERMANHOLE 4. PARKING AREA FOR TRAIL NEWSEWER HEAD NEW WATER 5. BUFFERYARD "B" NEW FIMN ... 6. PASSIVE WATER DOST-TRANSFORMER HARVESTING AREA (TYP.) FOUNDSURVEYMONUMENT 7, ACTIVITY NODE - zonlNGOrvGION RECREATION AMENITY ACTIVE / PASSIVE, LOW POW HARDSCAPE, ARTIFICIAL NGN POINT FINISHED FLOOR TURF, AND DECORATIVE ELEVATION ROCK TOP OF CURMONCRETE 8. 60"TUBULAR STEEL FENCE SIGWVRIEILIn TRNNGLEIsvn 9. ENTRY SWING GATE 10. GARAGE 11. INTEGRAL COLOR EXPOSED CONCRETE 12. INTEGRAL COLOR EXPOSED CONCRETE 2 13. CONCRETE SIDEWALK LIGHT BROWN FINISH 14. TRASH ENCLOSURE (REFER TO CIVIL) 15. RAMADA (REFER TO CIVIL) 16. PARKING 17. COVERED PARKING 18. PAVEMENT (REFER TO CIVIL) 19. CMU SEAT WALL W/ CONCRETE CAP 20. BOLLARD 21. MONUMENT SIGN 22. SUN SAIL CANOPY W/ BBC, AND PICNIC TABLE ON SLAB 23. NOT USED 24. IRRIGATION WATER METER (REFER TO CIVIL) 25. TREE ROOT BARRIER (AS NECESSARY) Scale: 1"=40' C.I. = V TE: 2013.12.26 SITE ADDRESS 9600 N. ORACLE ROAD ORO VALLEY, ARIZONA 85737 LANDSCAPELEGEND Furnish and Install landscape material per plans, details and specifications. All plant material to meet ANA specifications and be or sound health and appearance. Landscape Archilect to hand select and lag all trees for project. TREES Size Prosopis velutina Salvage Velvet Mesquite 36" Box 24" Box/ 15 Gal. Parkinsonia microphylla Salvage Foothill Palovenie 24" Box Parkinsonia florida (Cercidium) Salvage Blue Paloverde 24" Box Chilopsis linearis'Bubba'® %rr' 24" Box Semi -Seedless Desert Willow Celts reticulata 24" Box NetleafHackberry Pistacia x Red push' 24" Box Red Push Pistache f ophora secundiflora 36" box Tx Mountain Laurel 15 Gallon cacia willardiana 15 Gallon Palo Blanco ercidum hybrid 15 Gallon Desert Museum Palo Verde eucaena retusa 15 Gallon Golden Lead Ball,Altuzia julibrissin 'Rosea' / Mimosa Red 15 Gallon SHRUBS/SUCCULENTS Size Simmondsia chinensis 5 Gallon 0 Jojoba cacia constricta Salvage IMlitethom Acacia 5 Gallon Dodonea viscose purpurea 5 Gallon + Purple Purple Hop Seed Celts pallida 5 Gallon Desert Hackberry sp. 5 Gallon TLycium Native WolfberTy Zizyphus obtusifolia 5 Gallon Greythom OSalvia develandii 5 Gallon Cleveland Sage Justicia califomica 5 Gallon Chuparosa ® Calliandra califomica 5 Gallon Baja Fairy Duster Viguiera parishii (Deltoidea) 5 Gallon Goldeneye lunariodes'White' 5 Gallon OBauhinia Chihuahuan Orchid Shrub O Ruellia brittoniana 1 Gallon Baja Ruellia Lophocereus schotbi 5 Gallon 'mostruosa' Totem pole Caesalpinia pulchernma 5 Gallon Red Bird of Paradise Dasylirion wheaten 5 Gallon Desert Spoon OHesperaloe parviflora 5 Gallon Red Yucca o Ferocactus wislizenii Salvage Fishhook Barrel cactus q Pedilanthus macrocarpus 5 Gallon Lady Slipper Agave desmetbana 5 Gallon Smooth Agave OpuntiaspJYucca Salvage Cholla/ Yucca Dasylirion quadrangulatum 5 Gallon Toothless Soto ® Camegiea gigantea Salvage Saguaro `S/, Fouquieria splendens 16" Box Ocotillo - Rooted - Bare -root not acceptable GROUND COVERS/ VINES Size O Lantana montevidensis 1 Gallon Gould Mound Lantana ® Berlandiera lyrata 1 Gallon Chocolate Flower Boutelcua cutipendula 1 Gallon Sideoats Grama m Bignonia capreolata 5 Gallon Tangerine Cross vine Q Parthenocisus Sop. 5 Gallon Hacienda creeper Z2, Trachelospennum jasminoides 5 Gallon Star Jasmine W82-MAQ STUDIOS. WC RETAILS ALL RIGHTS M LANDSCAPE Al LANDSCAPE KEY NOTES V 1. PROPERTY LINE FENCE 20. BOLLARD 2. INTERIOR PROPERTY 9. ENTRY SWING GATE 21. MONUMENT SIGN LINE 10. GARAGE 22. SUN SAIL CANOPY W/ 3. COMMERCIALAREA 11. INTEGRALCOLOR BBQ. AND PICNIC (PADS AND PARKING EXPOSED TABLE ON SLAB N.I.C.) CONCRETE 23. NOT USED 4. PARKING AREA FOR 12. INTEGRAL COLOR 24. IRRIGATION WATER TRAIL HEAD EXPOSED METER (REFER TO 5. BUFFERYARD'B" CONCRETE2 CIVIL) 6. PASSIVE WATER 13. CONCRETE 25. TREE ROOT BARRIER HARVESTING AREA SIDEWALK LIGHT (AS NECESSARY) (TYP.) BROWN FINISH 7. ACTIVITY NODE- 14. TRASH ENCLOSURE RECREATION (REFER TO CIVIL) AMENITY ACTIVE / 15. RAMADA (REFER TO PASSIVE, CIVIL) HARDSCAPE, 16. PARKING ARTIFICIAL TURF, 17. COVERED PARKING DECORATIVE ROCK 18. PAVEMENT (REFER AND WATER TO CIVIL) HARVESTING 19. CMUBENCH/ 8. 60' TUBULAR STEEL CONCRETE CAP MATCH LINE SEE SHEET LS Scale: 1"=20' C.I.=1' 0 0 19 20' 4 ' 0' TE: 2013.12.26 SITE ADDRESS 9600 N. ORACLE ROAD ORO VALLEY, ARIZONA 85737 MATCH LINE SEE SHEET U LANDSCAPE LEGEND Furnish and Install landscape materiel per plans, details and specifications. All plant material ED meet ANA specifications and be of sound health and appearance. Landscape Architect to hand select and tag all bees for project. TREES Size %rFSophora Prosopis velutina Salvage Velvet Mesquite 36" Box 24" Box/ 15 Gal. Parkinsonia microphylla Salvage Foothill Paloverde 24" Box Parkinsonia florida (Cercidium) Salvage Blue Paloverde 24" Box Chilopsis linearis'Bubba'® 24" Box Semi -Seedless Desert WillowCeiba reticulata 24" Box NetleafHackbeny Pistacia x Red push' 24" BoxRed Push Pislache r,a secundiflora 36" box ' Tx Mountain Laurel 15 Gallon Acacia willardiana 15 Gallon Palo Blanco 15 Gallon Palo Verde Leucaena retusa 15 Gallon Golden Lead Ball Rosea' 15 Gallon SHRUBS/ SUCCULENTS Size chinensis 5 Gallon Jojoba Ximmondsia cacia constricta Salvage INhitethom Acacia 5 Gallon Dodonea viscose purpurea 5 Gallon + Purple Hop Seed Purple Cel is pallida 5 Gallon Desert Hackberry TLyclum sp. 5 Gallon Native Wolfberry Zizyphus oblusifolia 5 Gallon Greythom Salvia clevelandii 5 Gallon Cleveland Sage Justicia californica 5 Gallon Chuparosa ®Calliandra califomica 5 Gallon Baja Fairy Duster Viguiera parishii (Deltoidea) 5 Gallon Goldeneye lunariodes'White' 5 Gallon OBauhinia Chihuahuan Orchid Shrub ORuellia brittoniana 1 Gallon Baja Ruellia schothi 5 Gallon ®Lophocereus 'mostruosa' Totem pole Caesalpinia pulchenima 5 Gallon Red Bird of Paradise Dasyhrion wheeled 5 Gallon Desert Spoon OHesperaloe parviflora 5 Gallon Red Yucca Ferocactus wislizenii Salvage Fishhook Barrel cactus Pedilanthus marrocarpus 5 Gallon Lady Slipper Agave desmettiana 5 Gallon Smooth Agave Opuntia spJ Yucca Salvage Cholla/ Yucca Dasylirion quadrangulatum 5 Gallon Toothless Soto ® Camegiea gigantea Salvage Saguaro Fouquieria splendens 16" Box Ocotillo - Rooted - Bare -root not acceptable GROUND COVERS/ VINES Size O Lantana montevidensis 1 Gallon Gould Mound Lantana ® Berlandiera lyrata 1 Gallon Chocolate Flower Bouteloua cutipendula 1 Gallon Sideoats Grama m Bignonia capreolata 5 Gallon Tangerine Cross vine ,C:j Parthenocisus spp. 5 Gallon Hacienda creeper Trachelospermum jasminoides 5 Gallon Star Jasmine 1�800G-782-5348 LANDSCAPE KEY NOTES 0 MATCH LINE SEE SHEET LS i............._. 30•_.............. . 1. PROPERTY LINE FENCE 20. BOLLARD 2. INTERIOR PROPERTY 9. ENTRY SWING GATE 21. MONUMENT SIGN LINE 10. GARAGE 22. SUN SAIL CANOPYW/ SITE ADDRESS OWNER/DEVELOPER ARCHITECT 3. COMMERCIALAREA 11. INTEGRAL COLOR BBQ. AND PICNIC 9600 N. ORACLE ROAD BOULDER ORO VALLEY LLC STG DESIGN (PADS AND PARKING EXPOSED TABLE ON SLAB ORO VALLEY, ARIZONA 85737 PO BOX 43426 1820 EAST RIVET N.I.C.) CONCRETE 23. NOT USED TUCSON, ARIZONA 85733 TUCSON, ARIZO 4. PARKING AREA FOR 12. INTEGRAL COLOR 24. IRRIGATION WATER ATTN: MR. ROSS RULNEY ATTN: LEON WE TRAIL HEAD EXPOSED METER (REFER TO DATE: 2013.12.26 P: (520) 850-9300 P: (520) 577-951 5. BUFFERYARD "B" CONCRETE 2 CIVIL) E: ROSSRULNEY@GMAIL.COM E: LWESTERBECI 6. PASSIVE WATER 13. CONCRETE 25. TREE ROOT BARRIER A PORTION OF LOT4 OF SECf10N 13, T. 12 S., R. 13 E., HARVESTING AREA SIDEWALKLIGHT (AS NECESSARY) G.&S.R.M.,TOWNOFOROVALLEY,PIMA000NTY, EL CORREDOR FINAL LANDSC, (TYP.) BROWN FINISH ARIZONA. IRRIGATION PLAN 7. ACTIVITY NODE - 14. TRASH ENCLOSURE OV1213-14, OV113-014 RECREATION (REFER TO CIVIL) REROV912-001 AMENITYACTIVE/ 15. RAMADA (REFER TO REF:(0)12-071 CYPRESS PROJECT NO:13.007 LANDSCAPE ENLARGEMENT P1 PASSIVE, CIVIL) .0. DATE BE— HARDSCAPE, 16. PARKING ANDS ARTIFICIAL TURF, 17. COVERED PARKING ARC STUDIOS DECORATIVE ROCK 18. PAVEMENT REFER "^^E�°'�"'^ _ i9811 — ( 6781 N. Flatlb Amr,aoN ERIC R. ANDWATER TO CIVIL) n Tuaan,A,iiauesne eARRETr HARVESTING 19. CMU BENCH/ Scale: 1"=20' C.I.=1' P:sm eaz.e�s eqs iv13j B. 60' TUBULAR STEEL CONCRETE CAP Iantlscape arch a u design. mvlraanenlal servkea.mg.bDn design ANS. LANDSCAPE AND RRIGATION PUNS MY NOT BE REPRODUCED WITHOUT PRIOR APPROVAL BY ARC STUDIOS.RC. 0 1U 20' 40' 60 EXPIRES WOWS MATCH LINE SEE SHEET LS r._............. W—............. LANDSCAPELEGEND Fumish and install landscape material par plans, details and specificahims. All plant material to meet ANA apecigcations and be of sound health and appearance. Landscape Architect to hand select and tag all trees for pmject. TREES Size a Prosopis velutina Salvage Velvet Mesquite 36" Box 24" Box/ 15 Ga Parkinsonia microphylia Salvage Foothill Paloverde 24" Box a Parkinsonia florida (Cercidium) Salvage Blue Paloverde 24" Box Chilopsis linearis'Bubba"6) 24" Box Semi -Seedless Desert Willow Celtis reticulate 24" Box 0 NetleafHackberry n Pistacia x Red push' 24" Box Red Push Pistache f rT�'Sophora secundiflora 36" box Tx Mountain Laurel 15 Gallon Acacia willardiana 15 Gallon Palo Blanco 'Cercidum hybrid 15 Gallon I Desert Museum Palo Verde _ �"� Leu l ena Lead a 15 Gallon �fL. Golden lead Ball T . �,Albfma julibrissin Rosea' 15 Gallon SHRUBS/ SUCCULENTS Size Si is chinensis 5 Gallon Jojoba oiioba cacia constricta Salvage Whitethom Acacia 5 Gallon Dodonea viscose purpurea 5 Galion + Purple Hop Seed Celts pallida 513 allon Desert Hackberry Lycium sp. 5 Gallon Native Woltbeny Zjzyphus obtusifolia 5 Gallon Greythom OSalvia devetandii 5 Gallon Cleveland Sage Justicia californica 5 Gallon Chuparosa ®Calliandra califomica 5 Gallon Baja Fairy Duster Viguiera parishii (Deitoidea) 5 Gallon Go/deneye lunariodes'White' 5 Gallon OBauhinia Chihuahuan Orchid Shrub O Ruellia brittoniana 1 Gallon Baja Ruellia Lophocereus schottii 5 Gallon 'mostruosa' Totem pole pulchenima 5 Gallon 0Caesalpinia Red Bird of Paradise Dasylirion wheeled 5 Gallon Desert Spoon OHesperaloe parviflora 5 Gallon Red Yucca o Ferocactus wislizenii Salvage Fishhook Barrel cactus y Pedilanthus macrocarpus 5 Gallon Lady Slipper Agave desmettiana 5 Gallon Smooth Agave Opuntia spJYucca Salvage Cholla/ Yucca Dasylirion quadrangulatum 5 Gallon Toothless Soto ® Camegiea gigantea Salvage Saguaro Fouquieria spiendens 16" Box 717 Ocotillo - Rooted - Bare -root not acceptable GROUND COVERS/ VINES Size O Lantana montevidensis 1 Gallon Gould Mound Lantana ® Berlandiera lyrata 1 Gallon Chocolate Flower Bouteloua cutipendula 1 Gallon Sideoats Grama m Bignonia capreolata 5 Gallon Tangerine Cross vine p Parthenocisus spp. 5 Gallon Hacienda creeper z2j Trachelospennum jasminoides 5 Gallon Star./asmine II-IM782-5A ARC STUDIOS. NC. RETAINS All NIGHTS TO U DSCAPE A LANDSCAPE KEY NOTES Q 1. PROPERTY LINE FENCE 20. BOLLARD 2. INTERIOR PROPERTY 9. ENTRY SWING GATE 21. MONUMENT SIGN LINE 10. GARAGE 22. SUN SAIL CANOPY W/ 3. COMMERCIALAREA 11. INTEGRAL COLOR BBO. AND PICNIC (PADS AND PARKING EXPOSED TABLE ON SLAB N.I.C.) CONCRETE 23. NOT USED 4. PARKING AREA FOR 12. INTEGRAL COLOR 24. IRRIGATION WATER TRAIL HEAD EXPOSED METER (REFER TO 5. BUFFERYARD"B" CONCRETE2 CIVIL) 6. PASSIVE WATER 13. CONCRETE 25. TREE ROOT BARRIER HARVESTING AREA SIDEWALK LIGHT (AS NECESSARY) MID.) BROWN FINISH 7. ACTIVITY NODE- 14. TRASH ENCLOSURE RECREATION (REFER TO CIVIL) AMENITYACTIVE/ 15. RAMADA (REFER TO PASSIVE, CIVIL) HARDSCAPE, 16. PARKING ARTIFICIAL TURF, 17. COVERED PARKING DECORATIVE ROCK 18. PAVEMENT (REFER AND WATER TOCIVIL) HARVESTING 19. CMU BENCH / 8. 60' TUBULAR STEEL CONCRETE CAP Scale: 1"=20' C.I. = 1' 0 10' 20' 4V 60' TE: 2013.12.26 SITE ADDRESS 9600 N. ORACLE ROAD ORO VALLEY, ARIZONA 85737 ................ 3 D. LANDSCAPELEGEND Fumish and install landscape material per plans, details and specifications. All plant material to most ANA specifcations and be of sound health and appearence. Landscape Architect to hand select and tag all trees for project. TREES Size : Prosopis velutina Salvage Velvet Mesquite 36" Box 24" Box/ 15 Ga Parkinsonia microphylla Salvage Foothill Paloverde 24" Box c Parkinsonia flodda (Cercidium) Salvage Blue Paloverde 24" Box Chilopsis linearis'Bubba'� 24" Box Semi -Seedless Desert Willow Celts reticulate 24" Box O Netleaf Hackberry Pgistacia x Red push' c 24" Box Red Push Pistache r4 secundiflora 36" box eSophora Tx Mountain Laurel 15 Gallon Acacia willardiana 15 Gallon Palo Blanco n hybrid 15 Gallon Museum Palo Verde Leucaena refuse 15 Gallon Golden Lead Ball Rosea' 15 Gallon SHRUBS/SUCCULENTS Size O Simmondsia rhinensis 5 Gallon Jojoba cacia constricta Salvage Whitethom Acacia 5 Gallon Dviscose purpurea 5 Gallon + Purple Purplee Hop Seed Gelds pallida 5 Gallon Desert Hackberry TLycium sp. 5 Gallon Native Wolfberry 0 Zizyphus obWsifolia 5 Gallon Greythom OSalvia clevelandii 5 Gallon Cleveland Sage Justicia califomica 5 Gallon Chuparosa ®Calliandra califomica 5 Gallon Baja Fairy Duster Viguiera parishii (Deltoidea) 5 Gallon Goldeneye Bauhinia lunariodes'Wltite' 5 Gallon Ctdhuahuan Orchid Shrub O Ruellia brittoniana 1 Gallon Baja Ruellia schottii 5 Gallon ®Lophocereus 'mostruosa' Totem pole GCaesalpinia pulcherrima 5 Gallon RedBirdofParadise Dasylirion wheeled 5 Gallon Desert Spoon OHesperaloe parviflora 5 Gallon Red Yucca Ferocactuswislizenii Salvage Fishhook Barrel cactus Pedilanthus mauocarpus 5 Gallon Lady Slipper Agave desmettiana 5 Gallon Smooth Agave x, Opunba spJ Yucca Salvage Cholla/ Yucca Dasylirion quadrangulatum 5 Gallon Toothless Soto ® Camegiea gigantea Salvage Saguaro Fouquieria splendens 16" Box Ocotillo - Rooted - Bare -root not acceptable GROUND COVERS/ VINES Size 0 Lantana montevidensis 1 Gallon Gould Mound Lantana ® Berlandiera lyrata 1 Gallon Chocolate Flower Bouteloua cubpendula 1 Gallon Sideoats Grama m Bignonia capreolata 5 Gallon Tangerine Cross vine p Parthenocisus spp. 5 Gallon Hacienda creeper Trachelospermum jasminoides 5 Gallon Star Jasmine H00-782-5348 LANDSCAPE KEY NOTES V 1. PROPERTY LINE FENCE 20. BOLLARD 2. INTERIOR PROPERTY 9. ENTRY SWING GATE 21. MONUMENT SIGN LINE 10. GARAGE 22. SUN SAIL CANOPY W/ 3. COMMERCIALAREA 11. INTEGRAL COLOR BBO. AND PICNIC (PADS AND PARKING EXPOSED TABLE ON SLAB N.I.C.) CONCRETE 23. NOT USED 4. PARKING AREA FOR 12. INTEGRAL COLOR 24. IRRIGATION WATER TRAIL HEAD EXPOSED METER (REFER TO 5. BUFFERYARD"B" CONCRETE2 CIVIL) 6. PASSIVE WATER 13. CONCRETE 25. TREE ROOT BARRIER HARVESTING AREA SIDEWALK LIGHT (AS NECESSARY) (TYP.) BROWN FINISH 7. ACTIVITY NODE- 14. TRASH ENCLOSURE RECREATION (REFER TO CIVIL) AMENITY ACTIVE / 15. RAMADA (REFER TO PASSIVE, CIVIL) HARDSCAPE, 16. PARKING ARTIFICIALTURF, 17. COVERED PARKING DECORATIVE ROCK 18. PAVEMENT (REFER AND WATER TO CIVIL) HARVESTING 19. CMU BENCH / 8. 60' TUBULAR STEEL CONCRETE CAP Scale: 1"= 20' C.I. = V DATE: 2013.12.26 SITE ADDRESS 9600 N. ORACLE ROAD ORO VALLEY, ARIZONA 85737 N LANDSCAPE LEGEND Furnish and install landscape material per plans; details and specifications. All plant material to meet ANA specifications and be of sound health and appearance. Landscape Architect to hand select and tag all trees for project. TREES Size Qty Prosopis velutina Salvage 36 Velvet Mesquite 36" Box 0 24" Box/ 15 Gal 24/19 Parkinsonia microphylla Salvage 55 Foothill Paloverde 24" Box 37 arkinsonia florida (Cercidium) Salvage Blue Paloverde 24" Box :hilopsis linearis 'Bubba' TM 24" Box Semi -Seedless Desert Willow :eltis reticulata Netleaf Hackberry istacia x Red push' Red Push Pistache a ophora secundiflora Tx Mountain Laurel Acacia willardiana Palo Blanco 41 28 67 24" Box 52 24" Box 50 36" box 12 15 Gallon 48 15 Gallon ercidum hybrid T' 15 Gallon Desert Museum Palo Verde Leucaena retusa 15 Gallon Golden Lead Ball Albizia julibrissin Rosea 15 Gallon Mimosa Red SHRUBS/ SUCCULENTS Size O Simmondsia chinensis 5 Gallon Jojoba cacia constricta Salvage Whitethorn Acacia 5 Gallon viscosa purpurea 5 Gallon + ODodonea Purple Hop Seed Celtis pallida 5 Gallon Desert Hackberry Lycium sp. 5 Gallon Native Wo/fberry Zizyphus obtusifolia 5 Gallon Greythom OSalvia clevelandii 5 Gallon Cleveland Sage Justicia californica 5 Gallon Chuparosa Calliandra californica 5 Gallon Baja Fairy Duster Viguiera parishii (Deltoidea) 5 Gallon Goldeneye Bauhinia lunariodes 'White' 5 Gallon 0 Chihuahuan Orchid Shrub oRuellia brittoniana 1 Gallon Baja Ruellia ®Lophocereus schottii 5 Gallon 'mostruosa' Totem pole Caesalpinia pulcherrima 5 Gallon Red Bird of Paradise Dasylirion wheeleri 5 Gallon Desert Spoon O Hesperaloe parviflora 5 Gallon Red Yucca G) Ferocactus wislizenii Salvage Fishhook Barrel cactus Pedilanthus macrocarpus 5 Gallon Lady Slipper Agave desmettiana 5 Gallon Smooth Agave Opuntia sp./ Yucca Salvage Cholla/ Yucca Dasylirion quadrangulatum 5 Gallon Toothless Soto ® Carnegiea gigantea Salvage Saguaro Fouquieria splendens 16" Box Ocotillo - Rooted - Bare -root not acceptable GROUND COVERS/ VINES Size O Lantana montevidensis 1 Gallon Gould Mound Lantana Berlandiera lyrata 1 Gallon Chocolate Flower Bouteloua cutipendula 1 Gallon Sideoats Grama Bignonia capreolata 5 Gallon Tangerine Cross vine Parthenocisus spp. 5 Gallon Hacienda creeper Trachelospermum jasminoides 5 Gallon Star Jasmine Twa working days before you dig, CALL FOR THE BLUE STAKES 1-800-782-248 1 —800—STAKE—IT Blue Stake Center u U. r U u u U u L _ a 32 I I 1 33 1 I I I 17 a 1 17 1 1 l I I 201 1 I I 63 128 126 126 163 A. 164 M 150 30 63 173 322 421 47 165 74 160 39 13 693 166 210 20 51 F ARC STUDIOS, INC. RETAINS ALL RIGHTS TO LANDSCAPE AND IRRIGATION PLANS. LANDSCAPE AND IRRIGATION PLANS MAY NOT BE REPRODUCED wITHOUT PRInR APPRnVAI Rv ARr. --,Ti ininc inir NAATC:H I Il qFF ql I R DOG RUN - ENLARGEMENT Scale 1 = 1 U-0" ,cam 77m=7""%m=� AV 121§1 LANDSCAPE KEY NOTES 1. PROPERTY LINE 2. INTERIOR PROPERTY LINE 3. COMMERCIAL AREA (PADS AND PARKING N.I.C.) 4. PARKING AREA FOR TRAIL HEAD 5. BUFFERYARD "B" 6. PASSIVE WATER HARVESTING AREA (TYP.) 7. ACTIVITY NODE - RECREATION AMENITY ACTIVE / PASSIVE, HARDSCAPE, ARTIFICIAL TURF, DECORATIVE ROCK AND WATER HARVESTING 8. 60' TUBULAR STEEL SITE ADDRESS 9600 N. ORACLE ROAD ORO VALLEY, ARIZONA 85737 DATE: 2013.12.26 A PORTION OF LOT 4 OF SECTION 13, T. 12 S., R. 13 E., G. & S. R. M., TOWN OF ORO VALLEY, PIMA COUNTY, ARIZONA. OV1213-141 OV113-014 REF:OV912-001 REF:(0)12-071 CYPRESS PROJECT NO: 13.007 landsc environl asign . desi gn ARC STUDIOS A TMHS COMPANY 5781 N. Placita Amanecer Tucson, Arizona 85718 l 520.882.9655 e: erb@arestudiosinc.com 0 FENCE 9. ENTRY SWING GATE 10. GARAGE 11. INTEGRAL COLOR EXPOSED CONCRETE 12. INTEGRAL COLOR EXPOSED CONCRETE 2 13. CONCRETE SIDEWALK LIGHT BROWN FINISH 14. TRASH ENCLOSURE (REFER TO CIVIL) 15. RAMADA (REFER TO CIVIL) 16. PARKING 17. COVERED PARKING 18. PAVEMENT (REFER TO CIVIL) 19. CMU BENCH / CONCRETE CAP RP -SEED 20. BOLLARD 21. MONUMENT SIGN 22. SUN SAIL CANOPY W1 BBQ. AND PICNIC TABLE ON SLAB 23. NOT USED 24. IRRIGATION WATER METER (REFER TO CIVIL) 25. TREE ROOT BARRIER (AS NECESSARY) OWNER/DEVELOPER ARCHITECT BOULDER ORO VALLEY LLC STG DESIGN PO BOX 43426 1820 EAST RIVER ROAD, SUITE 230 TUCSON, ARIZONA 85733 TUCSON, ARIZONA 85718 ATTN: MR. ROSS RULNEY ATTN: LEON WESTERBECK P: (520) 850-9300 P: (520) 577-9511 E: ROSSRULNEY@GMAIL.COM E: LWESTERBECK@STGDESIGN.COM EL CORREDOR FINAL LANDSCAPE & IRRIGATION PLAN° LANDSCAPE ENLARGEMENT PLAN CPNDSCq , NO. DATE REVISION BY L7 %FICATF� 9 1 2014.03.04 DOG RUN ADDITION ERB c, o 39813 Z 0 ERIC 1, a BARRETT OF aof 3/14::/ e S' ned•-`' �E RES 9/30/2015 29 LANDSCAPE LEGEND Furnish and Install landscape, material per plans, details and specif-Its. All plant material to meet ANA if-tions and be of sound health and appearance. Landscape Archilect to hand select and tag all trees for LI, 74 TREES Size Prosopis velutina Salvage • 0 20- Velvet Mesquite 36" Box 24" Box/ 15 Gal., Parkins nia microphylla Salvage - --- -------- 77-1 Foothr'll Palovercto 24" Box .1 • Parkinsonia Ronde (Cercidium) Salvage Blue Paloverde 24" Box Chilopsis linearis'Bubba"R 24" Box 15, pub. Semi -seedless Desert 14411ow 1. uc� water ease. Celts reticulata 24" Box 0 - gyp) DRI 0 0 . ........ NelleatHackbeny . . ...... ...... . ..... Pistacia x Red push' 24" Box Red Push Pistache f 2.5 DR MIT TYP) Sophora secundiflora 36" box HYDRQ-SEED 13 Tx Mountain Laurel 15 Gallon (TYP) Acacia willardiana 15 Gallon Palo Blanco e-,d,,- brid 15 Gallon J % h Desert My Museum Palo Verde Leucaena retusa 15 Gallon Golden Load Ball L)Albizia julibfissin Rosea' 15 Gallon Mimosa Red fj ex. 10'pub We 'ease gr SHRUBS/ SUCCULENTS Size dkt.6467, p 5 0. O cons Simmondsia chinensis 5 Gallon &,be 0 < cacia tricta Salvage I- < Cq Whitethom Acacia 5 Gallon 2 ^ Oc6\ Dodonea viscose purpureat 5 Gallon U) ri Ca ---- ----- - .... ... . .... Purple Hop Seed U) V) - - ----- - ------ -------2645--- -)CO Celti pallida 5 Gallon I LD ckb ............ < to Dessert He erry < 0 0 Lycium sp. 5 Gallon 0 f Native Wolfbeny T LLJ n tx W C:1 . ........... 0 W C>, 4D Zizyphus obtusifolia 5 Gallon _j M C1.1 Graythom n 07 0 Salvia clevelandii 5 Gallon Cleveland Sage Uj 0 eJuslicia californica 5 Gallon Chuparosa 1 -1• tL Calliandra californica 5 Gallon Baja Fairy Duster Viguiera parishii (Deltoidea) 5 Gallon Golden ye 11auhinia lunariodes Vilhite' 5 Gallon P) 0 Chihuahuan Orchid Shrub A o Ruellia brittoniana I Gallon Baja Ruellia A j Lophoceraus schottii 5 Gallon 9 mostruosaTotem poleIII Caesalpinia pulrherrima 5 Gallon 1 Red Bird of Paracirse (D Dasylirion wheeleri 5 Gallon• 0 Desert Spoon 7 Hesperaloe parvifloral 5 Gallon ex. 15' pub, ater ease. Red Yucca �j - perdkt.1006 pg.183 o Feroractus wislizenii Salvage Fishhook Barrel cactus ex' 20'pub. s I evveerA I ele. Pedilanth s macrocarpus 5 Gallon ease. per dkt6679, pg.518 Lady Slipper Agave desmettana 5 Gallon Smooth Agave - - - - - - - - - - - - - - - - - - Opuntia spJ Yucca Salvage MATCH LINE -BEE SHEET L9 Chollat Yucca LANDSCAPE KEY NOTES 0 ---------- --- Dasylirion quadrangulatum 5 Gallon Toothless Soto 1. PROPERTY LINE FENCE 20. BOLLARD Camegiea gigantea Salvage 2. INTERIOR PROPERTY 9. ENTRY SWING GATE 21. MONUMENT SIGN Saguaro LINE 10. GARAGE 22. SUN SAIL CANOPY W SITE ADDRESS OWNER/DEVELOPER ARCHITECT Fouquieni splendens 16" Box 3. COMMERCIAL AREA 11. INTEGRAL COLOR BBQ. AND PICNIC 9600 N. ORACLE ROAD BOULDER ORO VALLEY U.0 STG DESIGN Ocotillo - Rooted - Bare -root not acceptable (PADS AND PARKING EXPOSED TABLE ON SLAB ORO VALLEY, ARIZONA 85737 PO BOX 43426 1820 EAST RIVER ROAD, SUITE 230 N.I.C.) CONCRETE 23. NOT USED TUCSON, ARIZONA 85733 TUCSON, AR ZONA 85718 GROUND COVERS[ VINES Size 4. PARKING AREA FOR 12. INTEGRAL COLOR 24. IRRIGATION WATER ATTN: MR. ROSS RULNEY ATTN: LEON WESTERBECK 0 Lantana montevidensis 1 Gallon L TRAIL HEAD EXPOSED METER (REFER TO DATE: 2013.12.26 P: (520) 85D-9300 P: (520) 577-9511 Gould Mound Lantana 5. BUFFERYARD"B" CONCRETE2 CIVIL) E: ROSSRULNEY@GMAIL.COM E: LWESTERBECK@STGDESIGN.CDM & Bedandiera lyrata 1 Gallon 6. PASSIVE WATER 13. CONCRETE 25. TREE ROOT BARRIER A PORION F LOT 4 OF SECTION 13,E., Chocolate Flower HARVESTING AREA SIDEWALK LIGHT (AS NECESSARY) G . & S. TR. MO., TOWN OF ORO VALLEY, PIMA COUNTY, EL CORREDOR FINAL LANDSCAPE & ARIZONA. IRRIGATION PLAN Bouteloua cubpendula 1 Gallon (TYP-) BROWN FINISH Sideciats; Grama 7. ACTIVITY NODE - 14. TRASH ENCLOSURE OV1213-14, OV113-014 I= Bignonia rapreolata 5 Gallon RECREATION (REFER TO CIVIL) REF:OV912-001 Tangerine Cross vine AMENITYACTIVE1 15. RAMADA (REFER TO REF:(0)12-071 CYPRESS PROJECT 0: 13.007 LANDSCAPE ENLARGEMENT PLAN p Parthenocisus spp. 5 Gallon PASSIVE, CIVIL) .0. DATE 111110" a' Hacienda creeper HARDSCAPE, 16. PARKING Trachelospermum jasminoides 5 Gallon ARTIFICIALTURF, 17. COVERED PARKING L8 Star Jasmine DECORATIVE ROCK 18. PAVEMENT( REFER 6 39813 F-naA- ERIC R. ANDWATER TO CIVIL) T-N. �-I. - WRETT OF HARVESTING 19. CMU BENCH/ Scale: 1"=2Cr C.I. 11, p: 623-15 IDI13 1-0-782-SW 8. 60'TUBULARSTEEL CONCRETE CAP .ndlp.- ., design. • " � 1:=1:c-n .-mental FN. , MCS�MS.NC. ��MM�M�MPU NS. ���� AARRANSY�WM��� NOT BE APP ROVAL W ,. 0 VY 20' 4V 60' EXPIRES SIMMS 29 v a LANDSCAPE LEGEND Furnish and install landscape material per plans, details •-------- --- 30'....______ _ _7 MATCH LINE SEE SHEET 1.8 and aDecdrcetbns. All Dlanlmalerialbmeet ANA I 1 d' _�—--___— i--------- -------------- -------------- --- I stomi8cahons and be of sound health and appearance. „ ti ti Landscape Architect to hand select and tap all trees for JJII I J project. .I TREES Size C H DRO•SEED Prosopis velufina Salvage 3 GYP)) t Velvet Mesquite 36" Box 3 I 1 - - _ 1 24" Box/ 15 Gal.1 f'r 1 t I Parkinsonia microphylla Salvage 5 : I ...� .o ,, • (, yyri I . I 1 Foothill Palo verde 24" Box 3 .. - o •I �I 1 -. - .. 1 ,._1 I _ ......._- ----- . - — ..._.__ � Parkinsonia florida (Cercidium) Salvage 4 ,�ii . • .I �'I .1 i \ I _ — l Blue Paloverde 24" Box 2lD y Chitopsis lineans'Bubba'® 24" Box 6 Semi -Seedless Desert Willow I I Celts reticulate 24' Box 5 NetleafHackberry I-Ir�` I o d o I Pistaaa x Red push' 24" Box 5 1 � •`� / 1 ex.. 0 pub:, ( r 1 Red Push Pistache .� p}�} II sewdkt 56 a P9.518 1. I dkt6679,'I So hora secundiflora 36" box 1 Tx Mountain Laurel 15 Gallon 4 s i Acacia willardiana 15 Gallon 3 s d i�, i - •., Io•' j Palo Blanca O rercidum hybrid 15 Gallon 3 '� �' ' I L .' I ' p t • 1 ! I I - I Leucaena retusa 15 Gallon 1 _..c . .t 11 70' 25 r Desert Museum Palo Verde t l , Golden Lead Ball Wbiziajulibhssin'Rosea' 15 Gallon 1 �� \ tl L;, I. I • r. v. v v, �r. r .r. v. SHRUBSISUCCULENTS Size Simmondsia chinensis 5 Gallon 2 0 Jojoba cada constricts Salvage 6 Whitethom Acacia 5 Gallon Dodonea viscose purptuea 5 Gallon 1: + Purple Purple Hop Seed Celtis pallida 5 Gallon 5 Desert Hackbeny sp. 5 Gallon 4 TLycium Native Wolfbeny Zizyphus obtusifolia 5 Gallon 1 Greythom OSalvia clevelandii 5 Gallon 1. Cleveland Sage Justicia californica 5 Gallon 1. Chuparosa ® Calliandra califomica 5 Gallon 1 Baja Fairy Duster Viguiera parishii (Deltoidea) 5 Gallon 1 Goldeneye lunariodes'White' 5 Gallon 4 OBauhinia Chihuahuan Orchid Shrub O Ruellia brittoana 1 Gallon 1 Baja Ruelliani schottii 5 Gallon 3 ®Lophocereus 'mostruosa' Totem pole /1l Caesalpinia pulcherrima 5 Gallon 6 W Red Bird of Paradise Dasylirion wheeleri 5 Gallon 1 Desert Spoon OHesperaloe parviflora 5 Gallon 3 Red Yucca Ferocactus wislizenii Salvage 4 Fishhook Barrel cactus •, Pedilanthus macrocarpus 5 Gallon 4 Lady Slipper Agave desmettiana 5 Gallon 1, Smooth Agave Opurba spJYucca Salvage 7 CholW Yucca Dasylirion quadrangulatum 5 Gallon 11 Toothless Soto ® Camegiea gigantea Salvage 3 Saguaro Fouquiena splendens 16" Box 1 Ocotillo - Rooted - Bare -root not acceptable GROUND COVERS/ VINES Size O Lantana montevidensis 1 Gallon 6 Gould Mound Lantana ® Berlandiera lyrata 1 Gallon 1, Chocolate Flower Bouteloua cutipendula 1 Gallon 2 Sideoats Grama m Bignonia capreolata 5 Galion 11 Tangerine Cross vine p Parthenocjsus spp. 5 Gallon 5 Hacienda creeper Trachelospennum jasminoides 5 Gallon 7 Star Jasmine 1-800-782-5A SMMS. W. RETAINS ALL RIGHTS TO LANDSCAPE AND IRI LANDSCAPE KEY NOTES 1. PROPERTY LINE FENCE 20. BOLLARD 2. INTERIOR PROPERTY 9. ENTRY SWING GATE 21. MONUMENTSIGN LINE 10. GARAGE 22. SUN SAIL CANOPY W/ 3. COMMERCIALAREA 11. INTEGRALCOLOR BBO.AND PICNIC (PADS AND PARKING EXPOSED TABLE ON SLAB N.I.C.) CONCRETE 23. NOT USED 4. PARKING AREA FOR 12. INTEGRAL COLOR 24. IRRIGATION WATER TRAIL HEAD EXPOSED METER (REFER TO 5. BUFFERYARD"B" CONCRETE2 CIVIL) 6. PASSIVE WATER 13. CONCRETE 25. TREE ROOT BARRIER HARVESTING AREA SIDEWALK LIGHT (AS NECESSARY) (TYP.) BROWN FINISH 7. ACTIVITY NODE- 14. TRASH ENCLOSURE RECREATION (REFER TO CIVIL) 7(MENITY ACTIVE / 15. RAMADA (REFER TO PASSIVE, CIVIL) HARDSCAPE, 16. PARKING ARTIFICIALTURF, 17. COVERED PARKING DECORATIVE ROCK 18. PAVEMENT (REFER AND WATER TO CIVIL) HARVESTING 19. CMUBENCH/ S. 6V TUBULAR STEEL CONCRETE CAP V) l r Z Up n Z W Ll, rn C I Q O TU) - li J 1112c� o ; U041 L 0aj I i I 0 I HYDRO-SEED— (TYP) 'I I� I II i II ' 'Ii I zs I: I !� ii II scale: 1"=217 C.I. = 1' 0 10 20' DATE: 2013.12.26 MATCH LINE SEE SHEET L70 SITE ADDRESS 9600 N. ORACLE ROAD ORO VALLEY, ARIZONA 85737 H pe material per plans, details F.rnmh and mt.1l=.and specifications. All plant material to meet ANA speci"Imtions and be of sound health and appearance. Landscape Architect to hand select and tay all trees for pmjed. TREES Size Prosopis velutina Salvage Velvet Mesquite 36" Box 24" Box/ 15 Gal. Parkinsonia microphylla Salvage Foothill Paloverde 24" Box Parkinsonia Rorida (Cercidium) Salvage Blue Paloverde 24" Box Chilopsis linearis'Bubba'C' 24" Box Senn -Seedless Desert Willow Celts reticulala 24" Box NetleatHackberry Pistacia x Red push' 24" Box Red Push Pistache 5g Sophora secundi6ora 36" box Tx Mountain Laurel 15 Gallon Acacia willardiana 15 Gallon Palo Blanco 15 Gallon Palo Verde Leucaena retusa 15 Gallon Golden Lead Ball 'Rosea' 15 Gallon S`HRUBSI SUCCULENTS Size immondsia chinensis 5 Gallon Jojoba cacia constricta Salvage � v INhitethom Acacia 5 Gallon Dodonea viscose purpurea 5 Gallon + Purple Purple Hop Seed Celbs pallida 5 Gallon Desert Hackberry TLycium sp. 5 Gallon Native Woltberry QZizyphus obtusifolia 5 Gallon Greythom OSalvia clevelandii 5 Gallon Cleveland Sage e) Jusficia califomira 5 Gallon Chuparosa ® Calliandra califomica 5 Gallon Baja Fairy Duster Viguiera parishii (Deltoidea) 5 Gallon Goldeneye 5Gallon OBauhinialunariodesWNW Chihuahuan Orchid Shrub ORuellia brittoniana 1 Gallon Baja Ruellia Lophocereus schotbi 5 Gallon 'mostruosa' Totem pole Caesalpinia pulchenima 5 Gallon Red Bird o/ Paradise Dasylihon wheeled 5 Gallon Desert Spoon OHesperaloe parviflora 5 Gallon Red Yucca o Ferocactus wislizenii Salvage Fishhook Barrel cactus Pedilanthus macrocarpus 5 Gallon Lady Slipper gj Agave desmettiana 5 Gallon Smooth Agave Opuntia spJ Yucca Salvage Cholla/ Yucca Dasylirion quadrangulatum 5 Gallon Toothless Soto ® Camegiea gigantea Salvage Saguaro Fouquieria splendens 16" Box Ocotillo - Rooted - Bare -root not acceptable GROUND COVERS/ VINES Size O Lantana montevidensis 1 Gallon Gould Mound Lantana ® Berlandiera lyrata 1 Gallon Chocolate Flower Q Bouteloua cutipendula 1 Gallon Sideoats Grama m Bignonia capreolata 5 Gallon Tangerine Cross vine p Parthenocisus spp. 5 Gallon Hacienda creeper ra Trachelospermum jasminoides 5 Gallon Star Jasmine 1-W782-W LANDSCAPE KEY NOTES Q 1. PROPERTY LINE FENCE 20. BOLLARD 2. INTERIOR PROPERTY 9. ENTRY SWING GATE 21. MONUMENT SIGN LINE 10. GARAGE 22. SUN SAIL CANOPY W/ 3. COMMERCIAL AREA 11. INTEGRAL COLOR BBO. AND PICNIC (PADS AND PARKING EXPOSED TABLE ON SLAB N.I.C.) CONCRETE 23. NOT USED 4. PARKING AREA FOR 12. INTEGRAL COLOR 24. IRRIGATION WATER TRAIL HEAD EXPOSED METER (REFER TO 5. BUFFERYARD "B" CONCRETE 2 CIVIL) 6. PASSIVE WATER 13. CONCRETE 25. TREE ROOT BARRIER HARVESTING AREA SIDEWALK LIGHT (AS NECESSARY) (TYP.) BROWN FINISH 7. ACTIVITY NODE- 14. TRASH ENCLOSURE RECREATION (REFER TO CIVIL) AMENITY ACTIVE / 15. RAMADA (REFER TO PASSIVE, CIVIL) HARDSCAPE, 16. PARKING ARTIFICIALTURF, 17. COVERED PARKING DECORATIVE ROCK 18. PAVEMENT (REFER AND WATER TO CIVIL) HARVESTING 19. CMU BENCH / 8. 60' TUBULAR STEEL CONCRETE CAP Scale: 1"=20' C.I. = V ....... _........ 37-- ............. ,TE: 2013.12.26 SITE ADDRESS 9600 N. ORACLE ROAD ORO VALLEY. ARIZONA 85737 LANDSCAPELEGEND Fumish and install landscape material per plans, details and specdkations AN plant material to meet ANA specification'and be of sound health and appearance. Landscape Architect to hand select and th0 all bass for Project. TREES Size Prosopis velutina Salvage Velvet Mesquite 36" Box 24" Box/ 15 Gal. Parkinsonia microphylla Salvage FoothillPaloverde 24" Box Parkinsonia florida (Cercidium) Salvage Blue Paloverde 24" Box Chilopsis lineads'Bubba'® %rF"Sophora 24" Box Semi -Seedless Desert Wllow Celts reticulata 24" Box NetleafHackberry Pislacia x Red push' 24" Box Red Push Pistache s secundiflora 36" box Tx Mountain Laurel 15 Gallon willardiana 15 Gallon alo Blanco eroidum hybrid 15 Gallon Desert MuseumPalo Verde eucaena retusa 15 Gallon Golden Lead Ball ,Albizia julibdssin Rosea' 15 Gallon SHRUBSISUCCULENTS Size n Simmondsia chinensis 5 Gallon cacia constricta Salvage Whitethom Acacia 5 Gallon Dodonea viscosa purpurea 5 Gallon '* Purple Hop Seed CeIGs pallida 5 Gallon DesertHackbeny Lycium sp. 5 Gallon Native Wolfberry QZizyphus obtusifolia 5 Gallon Greythom OSalvia develandii 5 Gallon Cleveland Sage Jusbcia califomica 5 Gallon Chuparosa ®Calliandra califomica 5 Gallon Baja Fairy Duster Viguiera parishii (Deltoidea) 5 Gallon Goldeneye lunariodes'White' 5 Gallon OBauhinia Chihuahuan Orchid Shrub O Ruellia brittoniana 1 Gallon Baja Ruellia Lophocereus schottii 5 Gallon 'mostruosa' Totem pole Caesalpinia pulcherrima 5 Gallon Red Bird o/Paradise Dasylirion wheeleri 5 Gallon Desert Spoon OHesperaloe parviflora 5 Gallon Red Yucca o Ferocactus wislizenii Salvage Fishhook Barrel cactus 4� Pedilanthus macrocarpus 5 Gallon Lady Slipper Agave desmettiana 5 Gallon Smooth Agave Opuntia spJ Yucca Salvage "y CholW Yucca Dasylirion quadrangulatum 5 Gallon Toothless Soto ® Camegiea gigantea Salvage Saguaro Fouquieria splendens 16" Box Ocotillo - Rooted - Bare -root not acceptable GROUND COVERS/ VINES Size O Lantana montevidensis 1 Gallon Gould Mound Lantana ® Berlandiera lyrata 1 Gallon Chocolate Flower Bouteloua cubpendula 1 Gallon Sideoats Grams M Bignonia capreolata 5 Gallon Tangerine Cross vine p Parthenocisus spp. 5 Gallon Hacienda creeper Trachelospermum jasminoides 5 Gallon Star Jasmine 4 1�800-782-5348 WWS. NC. RETAINS ALL RIGHTS TO LANDSCAPE A LANDSCAPE KEY NOTES U 1. PROPERTY LINE FENCE 20. BOLLARD 2. INTERIOR PROPERTY 9. ENTRY SWING GATE 21. MONUMENT SIGN LINE 10. GARAGE 22. SUN SAIL CANOPY W/ 3. COMMERCIALAREA 11. INTEGRALCOLOR BBO.AND PICNIC (PADS AND PARKING EXPOSED TABLE ON SLAB N.I.C.) CONCRETE 23. NOT USED 4. PARKING AREA FOR 12. INTEGRAL COLOR 24. IRRIGATION WATER TRAIL HEAD EXPOSED METER (REFER TO 5. BUFFERYARD'B" CONCRETE2 CIVIL) 6. PASSIVE WATER 13. CONCRETE 25. TREE ROOT BARRIER HARVESTING AREA SIDEWALK LIGHT (AS NECESSARY) (TYP,) BROWN FINISH 7. ACTIVITY NODE- 14. TRASH ENCLOSURE RECREATION (REFER TO CIVIL) AMENITY ACTIVE / 15. RAMADA (REFER TO PASSIVE, CIVIL) HARDSCAPE, 16. PARKING ARTIFICIALTURF, 17. COVERED PARKING DECORATIVE ROCK 18. PAVEMENT (REFER AND WATER TO CIVIL) HARVESTING 19. CMU BENCH / 8. 60'TUBULARSTEEL CONCRETECAP ao'--_..._....f MATCH LINE SEE SHEET 1.10 I— — — — — — 1 I O ex. 20 r pub. sewer/tele. ease. dkt6679 pg 518 ex. 10' pub. tele. ease. U .._ ... !__ I I Per dkL6487. Pg.86S j C 0 I, 1 _0 f I_ r U W w 1 W ZU w 0 [0 1 0 0 d ' (' o'I1. / I I s 1 0 vo 1' HYDRO -SEED fftl I 1 J U (TYP) ��co jI Ozia I i 1 tb O " HYDRO -SEE (TYP) -- DR1 LIMIT (TYP) --� -- --�� 00_ � P. —j w O i / 1N iDR1 Ica I �I '. ...� (TYP) w + o Io ° o 0 n0 • o o k DRt I iI i ! ! \ LINDA VISTA 1 I (MINOR ROUTE 60' ROW PUBLIC STREET BK 2, PG 130 ROADS MAPS) --.---- ' Y - Scale: 1"= 20' C.1. = 1' n -,� 0 10' 2V 4V 60' TE: 2013.12.26 SITE ADDRESS 9600 N. ORACLE ROAD ORO VALLEY, ARIZONA 85737 6M t-8D 82-5A I I I 1 I jar mmu (, f -- EMITTER SCHEDULE TREES Prosopis velutina Velvet Mesquite Parkinsonia microphylla Type M M GPH Outlets Outlet 5 2.0 4 2.0 GPH Plant 10.0 8.0 - i Foothill paloverde Chilopsis linearis'Bubba' M 5 2.0 10.0 �# I Semi -Seedless Desert Willow r7 Celtis reticulate M 6 2.0 12.0 . Netleaf Hackberry I'... I I Pistacia x'Red push' M 6 2.0 12.0 I Red Push Pistache TM Sophora secundiflora M 4 2.0 8.0 Tx Mountain laurel I Acacia willardiana M 3 2.0 6.0 . 1 ^: Palo Blanco Cercidum hybrid "AZT" M 4 2.0 8.0 Hybrid Palo Verde "AZT" Leucaena retusa M 4 2.0 8.0 I Golden Lead Ball Albiziajulbrissin' Rosea' M 4 2.0 8.0 Mimosa Red SHRUBS/ SUCCULENTS/ Type Outlets GPH GPH VINES Outlet Plant Simmondsia chinensis S/M 2 2.0 4.0 11 I Jojoba Acacia constricta S/M 2 2.0 4.0 Whitethom Acacia I, Dodonea viscose purpurea S/M 2 2.0 4.0 PurpleHop Seed Celtispallda S/M 2 2.0 4.0 Desert hackberry .,, Lycium sp. SIM 2 2.0 4.0 Native Wolfberry �. Zizyphusobtusifolia SIM 2 2.0 4.0 Greythorn Salvia clevelandii S/M 2 1.0 2.0 Cleveland Sage I i Justicia califorrica SIM 2 1.0 2.0 Chuparosa l Calliandra califomica SIM 2 1.0 2.0 J I Baja Fairy Duster Viguiera parishii(Dettoidea) S/M 2 1.0 2.0 t� Goldeneye Bauhinia lunariodes'While' S/M 2 2.0 4.0 1t Chihuahuan Orchid Shrub II" I Ruellia brittoniana SIM 1 1.0 1.0 j>. Baja Ruellia Lophocereus schottii S/M 1 0.5 0.5 I 'mostruosa' Totem Pole I I Caesalpinia pulcherrima S/M 2 2.0 4.0 Red Bird of Paradise Dasylirion wheeled S/M 2 1.0 2.0 It: - L .- Desert Spoon ri. I Hesperaloe parviflora SIM 1 1.0 1.0 I II Red Yucca I I Ferocactus wislizenii s/M 0 NA NA I�( Barrel Cactus Pedilanthus macrocarpus SIM 1 1.0 1.0 Lady Slipper II I. I Agave deesmet ana S/M 1 0.5 0.5 I Smooth Agave I. Opuntia species SIM 0 NA NA Cholla Species Dasylirion quadrangulatum SIM 2 1.0 2.0 II... Toothless Soto Camegiea gigantea SIM 0 NA INA I' I` Saguaro I Fouquieria ans S/M 1 0.5 0.5 Ifll Rooted -In Ocotillo Lantana montevidensis S/M 1 1.0 1.0 Gold Mound Lantana Bedandiera grata SIM 1 1.0 1.0 Chocolate Flower III Boutelous cutipendula SIM 1 1.0 1.0 Sideoats Grama Bignonia capreolata SMM 2 1.0 2.0 Tangerine Cross Vine I�C I Parthenocisus spp. SIM 2 1.0 2.0 Hacienda creeper II Trachelospermum jasminoides S/M 2 2.0 4.0 I 1 I I II II 11 II Star Jasmine Scale: V=60' C.I. = 1' D 37 60' 120' 111 IRRIGATION LEGEND Irrigation Source - Irrigation Meter- 1" (Refer to Civil Water Plans) Reduced Backflow Preventer- Watts 0009- 1" w/ enclosure. Detail 7 Sheet L27 Irrigation Mainline - Sch. 40 PVC 1-W" Details 1,2, 10/ L26 U Irrigation Controller- Rain Master Eagle Plus, 2-Wire 200 Station, w/ Decoders and ETE-5Y Data Ser. Detail 6.7/ L26 Remote Control Valve & Filter - Valve - Irritrol 700 Series, 700-1 Filter- RainBird RBY-100-150MX. Detail 5/ L26 O Isolation Valve - 1-1/2" Ball valve. Detail 12/ L26 © Master Valve and Flow Sensor- Superior 3100 N. 0, 1", Flow Sensor - CST FSI-T Series - 1" Detail 1/ L27 ® Quick Coupler, Key and Hose Swivel - Toro 3/4" - 075-SLSC, 075-SLK, 075.75MHS, Detail 2/ L27 -irrigation Sleeve - Sch. 40/Class 200 PVC - 4' Mainlines and Multiple lines, 2" single line & wiring. Corr w/ Civil Dt 3/ L26 emitter Header -Line Sch. 40 PVC - 1-1/4" unless otherwise shown. Details 2, 10/ L26 Potable Line for Pool Fill - Sch. 80 PVC-1-1/4" - install at -30" depth minimum with identification tap and wire 24" depth 0- Shrub Line - Sch. 40 PVC - 3/4" unless otherwise shown Details 2, 10/ L26 -Tree Line - Sch. 40 PVC - 3/4" unless otherwise shown Details 2, 1Or L26 O Hose End Cap. Detail 11/ L26 ® Pressure Regulator- Senniger- PMR-30-MF. Detail 3/ L27 O Multi -Outlet Xeri-Bug Emitters Rain Bird - (6) lgph and 2gph ports - Refer to Emitter Schedule. Details 5, 6/ L27 T Single -port Emitters - Install Rain Bird Xeri-Bug XBT-10 and $Mp1N" XBT-20 - Refer to Emitter Schedule. Detail 4/ L27 IRRIGATION NOTES: 1. The irrigation system shall utilize a potable water source. All lines shall be Sch. 40 PVC unless otherwise noted on plans. 2. Water harvesting collection is passive water harvesting integrated into the site with depressions. 3. The irrigation system is designed with an operating pressure of 60psi at connection. Contractor shall verify pressure at ccnnection and confirm system design with collected lest information prior to continuation of installation. Tested pressure shall be noted on the as -built plans. 4. Contractor shall notify architect if any discrepancies occur prior to installation of the irrigation system. If the pressure test is not within 5 Ibs of noted design pressure, contractor shall cease installation until minimum pressure is obtained or revised design is provided. 5. Contractor shall test pressure prior to start of construction, test pressure 30 days prior to start of irrigation work and submit pressure tests and readings to architect 6. If Contractor fails to take, provide report and pressure is below design pressure, contractor shall make irrigation adjustments necessary to obtain a fully function irrigation system with adequate pressure at heads at no additional cost to the owner. 7. Sleeving for irrigation shall be under all paved areas including streets and sidewalks and other hardscape elements. Contractor to notify architect of sleeving layout prior to installation. 8. Irrigation lines, valves, and associated equipment are shown schematically. Contractor shall locate all lines in unpaved areas. 9. Maximum distance for distribution tubing shall not exceed 8' from emitter to plant 10.Irrigation controller shall be set to run per coordination of property manager. Controller shall be set to run with ET operation at completion of project 11.Contractor shall set additional programs on controller for deep root watering and plant growth from March thru June. 12. Contractor shall complete pressure test of main line and laterals with the observation of the landscape architect 13. Contractor shall have the irrigation functional, prior to start of planting. SITE ADDRESS 9600 N. ORACLE ROAD ORO VALLEY, ARIZONA 85737 )ATE: 2013.12.26 A PORTION OF LOT 4 OF SECTION 13, T. 12 S., R. 13 E., G. & S. R. M., TOWN OF ORO VALLEY, PIMA COUNTY, ARIZONA. OV1213-14,OV113-014 REF:OV912-001 REF:(0)12-071 CYPRESS PROJECT NO: 13.007 ARC STUDIOS 15 I N. Platlu Amrwar Tuoan.Arixa .?I. P: s2D.ee2.1xas .: «e0.,mmlro.eom landscape - re.0 design. emiml -W wvIces. wVam design LOCATION MAP A PORTION OF LOT 4 OF 3--1 MtILE SECTION 13. T125. R13E, ISSRM, TOWN OF ORO VALLEY, PIMA COUNTY, ARIZONA iAGV_ATInM VGI VC C W=Mi II I=- Valve SizeType-gpm A-1 1" Tree Valve A-18 Size 1 1" Type-gprn Tree A-2 1" Shrub A-19 1" Tree A-3 V Shrub A-20 1" Shrub A-4 1" Tree A-21 1" Shrub A-5 1" Tree A-22 1' Tree A-8 1" Shrub A-23 1" Shrub A-7 V Shrub A-24 1" Tree A-8 1" Tree A-25 1" Tree A-9 1" A-10 1" Tree Shrub A-26 A-27 1" 1" Shrub Shrub A-11 1" Shrub A-28 1 Tree A-12 1" Tree A-29 1" Tree A-13 1' Tree A-30 1' Shrub A-14 1" Shrub A-31 1" Shrub A-15 1' Tree A-32 1" Tree A-16 1' Shrub A-33 1- Tree A-17 1" Shrub A-34 1' Shrub Notes: 1. Valve Calculation is an estimate Contractor shall provide final valve flow in Gallons per minute on as -built plans. 2. (M) Multi -port emitter, (S) Single -port emitter. Contractor may select to provide multi -port emitters for shrub plant Y P P material. Only tree multi port emitters shalt be installed in emitter box per the project details. 3. Contractor shall adjust controller for the proposed emitter schedule and provide watering to promote healthy growth of plant material for eslabiilshment OWNER/DEVELOPER ARCHITECT BOULDER ORO VALLEY LLC STG DESIGN PO BOX 43426 1820 EAST RIVER ROAD, SUITE 230 TUCSON, ARIZONA 85733 TUCSON, ARIZONA 8S718 ATTN: MR. ROSS RULNEY ATTN: LEON WESTERBECK P: (520) 850-9300 P: (520) 577-9511 E: ROSSRULNEY@GMAIL.COM E: LWESTERBECK@STGDESIGN.COM EL CORREDOR FINAL LANDSCAPE & IRRIGATION PLAN 39813 ERIC R. SARRETT NO. I DATE I REVISION I BY 12 OF IRRIGATION LEGEND ® Irrigation Source - Irrigation Meter -1" (Refer to Civil Water Plans) N Reduced Backflow Preventer- Watts 0009 -1" w/ enclosure. Detail 7 Sheet L27 Irrigation Mainline- Sch. 40 PVC 1-1/2" Details 1,2, 10/ L26 EA] Irrigation Controller- Rain Master Eagle Plus, 2-Wire 200 Station, w/ Decoders and ETE-5Y Data Ser. Detail 6-7/ L26 Q5 Remote Control Valve & Filter- Valve - Irritrol 700 Series, 700-1 Filter- RainBird RBY-100-150MX Detail 5/ L26 O Isolation Valve - 1-1/2" Ball valve. Detail 121 L26 © Master Valve and Flow Sensor- Superior 3100 N. O: 1", Flow Sensor- CST FSI-T Series - 1" Detail 1/ L27 ® Quick Coupler, Key and Hose Swivel - Toro 3/4" - 075-SLSC,075-SLK,075.75MHS, Detail 2/L27 .....,Irrigation Sleeve - Sch. 40/Class 200 PVC - 4" Mainlines and Multiple lines, 2" single fine & wiring. Corr w/ Civil DL 3/ L26 —Emitter Header - Line Sch. 40 PVC - 1-1/4" unless otherwise shown. Details 2, 101 L26 Potable Line for Pod Fill - Sch. 80 PVC-1-1/4" - install at —30" depth minimum with identification tap and wire 24" depth O— Shrub Line - Sch. 40 PVC - 3/4" unless otherwise shown Details 2, 10/ L26 —Tree Line - Sch. 40 PVC - 3/4" unless otherwise shown Details 2, 10/ L26 O Hose End Cap. Detail 11/ L26 ® Pressure Regulator - Senniger - PMR-30-MF. Detail 3/ L27 Q Multi -Outlet Xeri-Bug Emitters Rain Bird - (6) lgph and 2gph ports - Refer to Emitter Schedule. Details 5, 6/ L27 nor Single -port Emitters - Install Rain Bird Xeri-Bug XBT-10 and XBT-20 - Refer to Emitter Schedule. Detail 4/ L27 IRRIGATION NOTES: 1. The irrigation system shall utilize a potable water source. All lines shall be Sch. 40 PVC unless otherwise noted on plans. 2. Water harvesting collection is passive water harvesting integrated into the site with depressions. 3. The irrigation system is designed with an operating pressure of 60psi at connection. Contractor shall verify pressure at connection and confirm system design with collected test information prior to continuation of installation. Tested pressure shall be noted on the as -built plans. 4. Contractor shall notify architect if any discrepancies occur prior to installation of the irrigation system. If the pressure test is not within 5lbs of noted design pressure, contractor shall cease installation until minimum pressure is obtained or revised design is provided. S. Contractor shall test pressure prior to start of construction. test pressure 30 days prior to start of irrigation work and submit pressure tests and readings to archiled- 6. If Contractor fails to take, provide report and pressure is below design pressure, contractor shall make irrigation adjustments necessary to obtain a fully function irrigation system with adequate pressure at heads at no additional cost to the owner. 7. Sleeving for irrigation shall be under all paved areas including streets and sidewalks and other hardscape elements. Contractor to notify architect of Sleeving layout prior to installation. 8. Irrigation lines, valves, and associated equipment are shown schematically. Contractor shall locate all lines in unpaved areas. 9. Maximum distance for distribution tubing shall not exceed 8' from emitter to plant 10.Irrigation controller shall be set to run per coordination of property manager. Controller shall be set to run with ET operation at completion of project 11. Contractor shall set additional programs on controller for deep root watering and plant growth from March thru June. 12.Contractor shall complete pressure test of main line and laterals with the observation of the landscape architect 13. Contractor shall have the irrigation functional, prior to start of planting. H00-782-5348 I.... -- ar*r= -..... _, a..i' -l:.r ` Cn' 6' J1T_�T- 'M�-- '•— cH; - _ rA 1 PEf T- — — — — — — — — — — — — — — — — — — — — — — — — — -7 —'- T — — — — — — — — — — — — — — — — — — —`r— — — — — — — — — — — — --o Ll E IPry PR�VEER ,.. POOL SOPLY s' W''I I LINE BAGKFLOW % LIIL t PREVENTT ER s {� N-..MASTER V4VE & i r , -' �t FLOW SENOR 1, l 1 4 R,AITEfj ME ER .. , t j. T SLEEVE tCTYP)- -- -- -q- QOL SUPPLY I -- t NE/ PLACFD.2'— —�OfiF CURB 1: _ la lr.ennM I I Fch SLFEVE J t '� 1• a P v -FE" I '—\I r .1LDING #- - I, ) II i t II II ;I I T_ / I . I� j fY � SLEEVE I j (TYP ) QUICK COUPLER r MATCH LINE SEE SHEET L14 ~ r —. -- --I, Scale: 1"=20' C.I. = 1' 0 VY 20' 40' 60' �' �............. -- ... ... l SLEEVI .. .. i. I l_EEVI� f G I I I-: I I —0I f- I' F IJ. I I ,I I i1 _ BUILD ING#1 SLEEVE ' b r fY ,a ,TE: 2013.12.26 SITE ADDRESS 9600 N. ORACLE ROAD ORO VALLEY, ARIZONA 85737 MATCH LINE SEE SHEET L13 IRRIGATION LEGEND © Irrigation Source - Irrigation Meter - 1" (Refer to Civil Water Plans) N Reduced Backflow Preventer - Watts 0009 - 1" w/ enclosure. Detail 7 Sheet L27 Irrigation Mainline -Sch.40 PVC 1-1/2" Details 1,2, 101 L26 Irrigation Controller- Rain Master Eagle Plus, 2-Wire 200 Station, w/ Decoders and ETE-5Y Data Ser. Detail 6.7/ L26 Remote Control Valve & Filter- Valve - Irritrol 700 Series, 700.1 Filter- RainBird RBY-100.150MX Detail 5/ L26 G Isolation Valve -1-12" Ball valve. Detail 12/ L26 © Master Valve and Flow Sensor -Superior 3100 N. O: 1", Flow Sensor - CST FSI-T Series - 1" Detail 1/ L27 ® Quick Coupler, Key and Hose Swivel -Toro 314" - 075-SLSC, 075SLK, 075.75MHS, Detail 2/ L27 —Irrigation Sleeve - Sch. 40/Class 200 PVC - 4" Mainlines and Multiple lines, 2" single line & wiring. Corr w/ Civil DL 3/ L26 emitter Header - Line Sch. 40 PVC - 1-1/4" unless otherwise shown. Details 2, 10/ L26 Potable Line for Pool Fill - Sch. 80 PVC-1-1/4" - install at —30" depth minimum with identification tap and wire 24" depth 0— Shrub Line - Sch. 40 PVC - 3/4" unless otherwise shown Details 2, 10/ L26 —Tree Line - Sch. 40 PVC - 314" unless otherwise shown Details 2, 10/ L26 O Hose End Cap. Detail 11/ L26 ® Pressure Regulator- Senniger- PMR-30-MF. Detail 3/ L27 O Multi -Outlet Xeri-Bug Emitters Rain Bird - (6) 1 gph and 2gph ports - Refer to Emitter Schedule. Details 5, 6/ L27 -T Single -port Emitters - Install Rain Bird Xeri-Bug XBT-10 and 810N'" XBT-20 - Refer to Emitter Schedule. Detail 4/ L27 IRRIGATION NOTES: 1. The irrigation system shall utilize a potable water source. All lines shall be Sch. 40 PVC unless otherwise noted on plans. 2. Water harvesting collection is passive water harvesting integrated into the site with depressions. 3. The irrigation system is designed with an operating pressure of 60psi at connection. Contractor shall verity pressure at connection and confirm system design with collected test information prior to continuation of installation. Tested pressure shall be noted on the as -built plans. 4. Contractor shall notify architect if any discrepancies occur prior to installation of the irrigation system. If the pressure test is not within 5 Ibs of noted design pressure, contractor shall cease installation until minimum pressure is obtained or revised design is provided. 5. Contractor shall test pressure prior to start of construction, test pressure 30 days prior to start of irrigation work and submit pressure tests and readings to architect. 6. If Contractor fails to take, provide report and pressure is below design pressure, contractor shall make irrigation adjustments necessary to obtain a fully function irrigation system with adequate pressure at heads at no additional cost to the owner. 7. Sleeving for irrigation shall be under all paved areas including streets and sidewalks and other hardscape elements. Contractor to notify architect of Sleeving layout prior to installation. 8. Irrigation lines, valves, and associated equipment are shown schematically. Contractor shall locate all lines in unpaved areas. 9. Maximum distance for distribution tubing shall not exceed 8' from emitter to plant. 10.Irrigation controller shall be set to run per coordination of property manager. Controller shall be set to run with ET operation at completion of project 11.Contractor shall set additional programs on controller for deep root watering and plant growth from March thru June. 12. Contractor shall complete pressure test of main line and laterals with the observation of the landscape architect 13. Contractor shall have the irrigation functional, prior to start of planting. Scale: 1"= 20' C.I. = 1' ,TE: 2013.12.26 SITE ADDRESS 9600 N. ORACLE ROAD ORO VALLEY, ARIZONA 85737 LINE IRRIGATION LEGEND S❑ Irrigation Source - Irrigation Meter- 1" (Refer to Civil Water Plans) �j Reduced Backflow Preventer - Watts 0009 - 1" w/ enclosure. Detail 7 Sheet L27 Irrigation Mainline - Sch. 40 PVC 1-1/7 Details 1,2, 10/ L26 O Irrigation Controller- Rain Master Eagle Plus, 2-VAre 200 Station, w/ Decoders and ETE-5Y Data Ser. Detail 6-71 L26 Remote Control Valve & Filter- Valve - Irritrol 700 Series, 7DO-1 Filter- RainBird RBY-100.150MX Detail 5/ 126 O Isolation Valve - 1-1/2" Ball valve. Detail 121 L26 © Master Valve and Flow Sensor- Superior 3100 N. O: 1% Flow Sensor - CST FSI-T Series -1" Detail 1/ L27 ® Quick Coupler, Key and Hose Swivel - Toro 3/4" - 075-SLSC, 075SLK, 075.75MHS, Detail 2/ L27 —Irrigation Sleeve - Sch. 40/Class 200 PVC - 4" Mainlines and Multiple lines, 2" single line & wiring. Corr w/ Civil Dt. 3/ L26 —Emitter Header - Line Sch. 40 PVC-1-1/4" unless otherwise shown. Details 2, 10/ L26 _Potable Line for Pool Fill - Sch. 80 PVC - 1-1/4" - install at 30" depth minimum with identification tap and wire 24" depth o— Shrub Line - Sch. 40 PVC - 314" unless otherwise shown Details 2, 101 L26 —Tree Line - Sch. 40 PVC - 3/4" unless otherwise shown Details 2, 10/ L26 O Hose End Cap. Detail 11/ L26 0 Pressure Regulator- Senniger - PMR-30-MF. Detail 3/ L27 Q Multi-Oudet Xeri-Bug Emitters Rain Bird- (6) lgph and 2gph ports - Refer to Emitter Schedule. Details 5, 6/ L27 Single -port Emitters - Install Rain Bird Xeri-Bug XBT-10 and s'a`"" XBT-20 - Refer to Emitter Schedule. Detail 4/ L27 IRRIGATION NOTES: 1. The irrigation system shall utilize a potable water source. All lines shall be Sch. 40 PVC unless otherwise noted on plans. 2. Water harvesting collection is passive water harvesting integrated into the site with depressions. 3. The irrigation system is designed with an operating pressure of 60psi at connection. Contractor shalt verify pressure at connection and confirm system design with collected test information prior to continuation of installation. Tested pressure shall be noted on the as -built plans. 4. Contractor shall notify architect if any discrepancies occur prior to installation of the irrigation system. If the pressure test is not within 5lbs of noted design pressure, contractor shall cease installation until minimum pressure is obtained or revised design is provided. 5. Contractor shall test pressure prior to start of construction, test pressure 30 days prior to start of irrigation work and submit pressure tests and readings to architect. 6. If Contractor fails to take, provide report and pressure is below design pressure, contractor shall make irrigation adjustments necessary to obtain a fully function irrigation system with adequate pressure at heads at no additional cost to the owner. 7. Sleeving for irrigation shall be under all paved areas including streets and sidewalks and other hardscape elements. Contractor to notify architect of sleeving layout prior to installation. 8. Irrigation lines, valves, and associated equipment are shown schematically. Contractor shall locale all lines in unpaved areas. 9. Maximum distance for distribution tubing shall not exceed 8' from emitter to plant. 10.Irrigation controller shall be set to run per coordination of property manager. Controller shall be set to run with ET operation at completion of project 11.Contractor shall set additional programs on controller for deep root watering and plant growth from March thru June. 12. Contractor shall complete pressure test of main line and laterals with the observation of the landscape architect 13. Contractor shall have the irrigation functional, prior to start of planting. 1I-W782-kA MATCH LINE SEE SHEET L14 MATCH LINE SEE SHEET US Scale: 1"= 20' C.I. = 1' DATE: 2013.12.26 SITE ADDRESS 9600 N. ORACLE ROAD ORO VALLEY. ARIZONA 85737 LINE IRRIGATION LEGEND S❑ Irrigation Source - Irrigation Meter - 1" (Refer to Civil Water Plans) N Reduced Backnow Preventer- Watts 0009 - 1" w/ enclosure. Detail 7 Sheet L27 Irrigation Mainline - Sch. 40 PVC 1-1/2" Details 1,2, 101 L26 Irrigation Controller - Rain Master Eagle Plus, 2-Wire 200 Station, w/ Decoders and ETE-SY Data Ser. Detail 6-7/ L26 Remote Control Valve & Filler - Valve - Irritrol 700 Series, 700-1 Filter- RainBird RBY-100.150MX. Detail 5/ L26 O Isolation Valve - 1-1/2" Ball valve. Detail 12/ L26 © Master Valve and Flow Sensor- Superior 3100 N. O: 1", Flow Sensor -CST FSI-T Series - 1" Detail 1/ L27 ® Quick Coupler, Key and Hose Swivel -Toro 3/4" - 075-SLSC, 075SLK, 075-75MHS, Detail 21 L27 _'Irrigation Sleeve - Sch. 40/Class 200 PVC - 4" Mainlines and Multiple lines, 2" single line & wiring. Corr w/ Civil Dt. 3/ L26 emitter Header - Line Sch. 40 PVC-1-114" unless otherwise shown. Details 2, 101 L26 Potable Line for Pool Fill - Sch. 80 PVC-1-1/4" - install at —30" depth minimum with identification tap and wire 24" depth 0— Shrub Line - Sch. 40 PVC - 3/4" unless otherwise shown Details 2, 10/ L26 —Tree Line - Sch. 40 PVC - 3/4" unless otherwise shown Details 2, 10/ L26 O Hose End Cap. Detail 11/ L26 0 Pressure Regulator- Senniger - PMR-30-MF. Detail 3/ L27 0 Multi -Outlet Xeri-Bug Emitters Rain Bird - (6) tgph and 2gph ports - Refer to Emitter Schedule. Details 5,61 L27 ROT Single -port Emitters - Install Rain Bird Xeri-Bug XBT-10 and XBT-20 - Refer to Emitter Schedule. Detail 4/ L27 IRRIGATION NOTES: 1. The irrigation system shall utilize a potable water source. All lines shall be Sch. 40 PVC unless otherwise noted on plans. 2. Water harvesting collection is passive water harvesting integrated into the site with depressions. 3. The irrigation system is designed with an operating pressure of 60psi at connection. Contractor shall verify pressure at connection and confirm system design with collected test information prior to continuation of installation. Tested pressure shall be noted on the as -built plans. 4. Contractor shall notify architect if any discrepancies occur prior to installation of the irrigation system. If the pressure test is not within 5lbs of noted design pressure, contractor shall cease installation unfit minimum pressure is obtained or revised design is provided. 5. Contractor shall test pressure prior to start of construction, test pressure 30 days prior to start of irrigation work and submit pressure tests and readings to architect, 6. If Contractor fails to take, provide report and pressure is below design pressure, contractor shall make irrigation adjustments necessary to obtain a fully function irrigation system with adequate pressure at heads at no additional cost to the owner. 7. Sleeving for irrigation shall be under all paved areas including streets and sidewalks and other hardscape elements. Contractor to notify architect of sleeving layout prior to installation. 8. Irrigation lines, valves, and associated equipment are shown schematically. Contractor shall locate all lines in unpaved areas. 9. Maximum distance for distribution tubing shall not exceed 8' from emitter to plant 10.Irrigation controller shall be set to run per coordination of property manager. Controller shall be set to run with ET operation at completion of project. 11. Contractor shall set additional programs on controller for deep root watering and plant growth from March thru June. 12. Contractor shall complete pressure lest of main line and laterals with the observation of the landscape architect 13. Contractor shall have the irrigation functional, prior to start of planting. K•h 1 -800-782-5348 LINDA VISTA (MINOR ROUTE 60' ROW PUBLIC STREET BK 2, PG 130 ROADS MAPS) Scale: 1"= 20' C.I. = 1' SITE ADDRESS 9600 N. ORACLE ROAD ORO VALLEY. ARIZONA 85737 DATE: 2013.12.26 A PORTION OF LOT 4 OF SECTION 13, T. 12 S., R. 13 E., G. & S. R. M., TOWN OF ORO VALLEY, PIMA COUNTY, ARIZONA. OV1213-14,OV113-014 REF:OV912-001 REF:(0)12-071 ARC STUDIOS e]et R. Radte M� 718 Tunan. A,izau e5]16 P: SZO.BBaBe55 .: m�.naweasl,c.00m lendscepe"i re.0 design. envlronmantel services. engadw design PRCIPERTY LING OWNER/DEVELOPER ARCHITECT BOULDER ORO VALLEY LLC STG DESIGN PO BOX 43426 1820 EAST RIVER ROAD, SUITE 230 TUCSON,ARIZONA 85733 TUCSON, ARIZONA 85718 ATTN: MR. ROSS RULNEY ATTN: LEON WESTERBECK P: (520) 850-9300 P: (520) 577-9511 E: ROSSRULNEY@GMAIL.COM E: LWETTERBECK@STGDESIGN.COM EL CORREDOR FINAL LANDSCAPE & IRRIGATION PLAN 39813 ERIC R. BARRETT RE.5- 1 IRRIGATION LEGEND Irrigation Source - Irrigation Meter- 1" (Refer to Civil Water Plans) N Reduced Backflow Preventer- Watts 0009 - 1" w/ enclosure. Detail 7 Sheet L27 Irrigation Mainline - Sch. 40 PVC 1-1/2" Details 1,2, 10/ L26 A❑ Irrigation Controller - Rain Master Eagle Plus, 2-Wire 200 Station, w/ Decoders and ETE-5Y Data Ser. Detail 6.7/ L26 0 Remote Control Valve & Filter- Valve - Irritrol 700 Series, 700.1 Filter- RainBirdRBY-100-150MX.Detail 51L26 O Isolation Valve - 1-1/2" Ball valve. Detail 12/ L26 © Master Valve and Flow Sensor- Superior 3100 N. O: 1", Flow Sensor - CST FSI-T Series - 1" Detail 1/ L27 ® Quick Coupler, Key and Hose Swivel - Toro 3/4" - 075-SLSC, 075-SLK, 075-75MHS, Detail 2/ L27 —Irrigation Sleeve - Sch. 40/Class 200 PVC - 4" Mainlines and Multiple lines, 2" single line & wiring. Corr w/ Civil Dt. 3/ L26 —Emitter Header - Line Sch. 40 PVC - 1-1/4" unless otherwise shown. Details 2, 10/ L26 Potable Line for Pool Fill - Sch. 80 PVC-1-1/4" - install at —30" depth minimum with identification tap and wire 24" depth 0— Shrub Line - Sch. 40 PVC - 3/4" unless otherwise shown Details 2, 10/ L26 —Tree Line - Sch. 40 PVC - 3/4" unless otherwise shown Details 2, 10/ L26 O Hose End Cap. Detail 111 L26 ® Pressure Regulator- Senniger- PMR-30-MF. Detail 3/ L27 O Multi-OuOet Xeri-Bug Emitters Rain Bird - (6) 1 gph and 2gph ports - Refer to Emitter Schedule. Details 5, 6/ L27 Single -port Emitters -Install Rain Bird Xeri-Bug XBT-10 and BiOM'" XBT-20 - Refer to Emitter Schedule. Detail 4/ L27 IRRIGATION NOTES: 1. The irrigation system shall utilize a potable water source. All lines shall be Sch. 40 PVC unless otherwise noted on plans. 2. Water harvesting collection is passive water harvesting integrated into the site with depressions. 3. The irrigation system is designed with an operating pressure of 60psi at connection. Contractor shall verify pressure at connection and confirm system design with collected test information prior to continuation of installation. Tested pressure shall be noted on the as -built plans. 4. Contractor shall notify architect if any discrepancies occur prior to installation of the irrigation system. If the pressure test is not within 5 Ibs of noted design pressure, contractor shall cease installation until minimum pressure is obtained or revised design is provided. 5. Contractor shall test pressure prior to start of construction, test pressure 30 days prior to start of irrigation work and submit pressure tests and readings to architect 6. If Contractor fails to take, provide report and pressure is below design pressure, contractor shall make irrigation adjustments necessary to obtain a fully function irrigation system with adequate pressure at heads at no additional cost to the owRler. 7. Sleeving for irrigation shall be under all paved areas including streets and sidewalks and other hardscape elements. Contractor to notify architect of sleeving layout prior to installation. 8. Irrigation lines, valves, and associated equipment are shown schematically. Contractor shall locate all lines in unpaved areas. 9. Maximum distance for distribution tubing shall not exceed 8' from emitter to plant 10.Irrigation controller shall be set to run per coordination of property manager. Controller shall be set to run with ET operation at completion of project 11. Contractor shall set additional programs on controller for deep root watering and plant growth from March thru June. 12.Contractor shall complete pressure test of main line and laterals with the observation of the landscape architect. 13. Contractor shall have the irrigation functional, prior to start of planting. PROPERTY LINE --------------------�— 1 II'IIIr �— ' IT ' L' SLEEVE ' i III III II II I I • III III � 'I i — �. i lI — PROPERTYJ,.I Y !, ' '(LINE co �.I ^z� LZjjWi ' 11 � i I I �I aO-- I i Ir X0 o I UJ Ca a a'!,''I a�lrN: I I I UJ� a �.� .•'% j Q T� I'I! 2 it is A-27 - I ------ - -I�- scale: 1"= 20' C.I. = V I \ \ II I � \ I \ \ II \ \ _ 1 I SLEEVE 1 (TYP) 1 1 1 I I I \ -------------------------- MATCH LINE SEE SHEET LIS TE: 2013.12.26 SITE ADDRESS 9600 N. ORACLE ROAD ORO VALLEY, ARIZONA 85737 I I 1 I 1 1 I 1 1 I I 1 1 I 1 I 1 1 I I I 1 1 1 I 1 1 I 1 1 1 1 1 I 1 I I" I� I� IN ly Ica 1� 1U Ia I� 1 1 I I I 1 1 1 — — — — — — — — — — — — — — — — — — — — — — IRRIGATION LEGEND © Irrigation Source - Irrigation Meter- 1" (Refer to Civil Water Plans) N Reduced Back6ow Preventer- Watts 0009-1"w/ enclosure. Detail 7 Sheet L27 Irrigation Mainline - Sch. 40 PVC 1-1/2" Details 1,2, 10/ L26 O Irrigation Controller- Rain Master Eagle Plus, 2-Wre 200 Station, w/ Decoders and ETE-5Y Data Ser. Detail 6.7/ L26 Remote Control Valve & Filter - Valve - Initrol 700 Series, 700.1 Filter- RainBirdRBY-100-150MXDetail 5/L26 O Isolation Valve - 1-112" Ball valve. Detail 12/ L26 © Master Valve and Flow Sensor- Superior 31DO N. O: 1", Flow Sensor - CST FSI-T Series - 1" Detail 1/ L27 ® Quick Coupler, Key and Hose Swivel - Toro 3/4" - 075-SLSC, 075SLK, 075.75MHS, Detail 2/ L27 ...,Irrigation Sleeve - Sch. 40/Class 200 PVC - 4" Mainlines and Multiple lines, 2" single line & wiring. Corr w/ Civil Dt 3/ L26 —Emitter Header - Line Sch. 40 PVC-1-1/4" unless otherwise shown. Details 2, 10/ L26 Potable Line for Pool Fill -Sch. 80 PVC-1-1/4' -install at —30" depth minimum with identification tap and wire 24" depth 0— Shrub Line - Sch. 40 PVC - 3/4" unless otherwise shown Details 2, 101 L26 —Tree Line - Sch. 40 PVC - 314" unless otherwise shown Details 2, 10/ L26 O Hose End Cap. Detail 11/ L26 O Pressure Regulator- Senniger - PMR-30-MF. Detail 3/ L27 Q Multi -Outlet Xeri-Bug Emitters Rain Bird- (6) tgph and 2gph ports - Refer to Emitter Schedule. Details 5, 6/ L27 — Single -port Emitters. Install Rain Bird Xeri-Bug XBT-10 and S1ON^' XBT-20 - Refer to Emitter Schedule. Detail 4/ L27 IRRIGATION NOTES' 1. The irrigation system shall utilize a potable water source. All lines shall be Sch. 40 PVC unless otherwise noted on plans. 2. Water harvesting collection is passive water harvesting integrated into the site with depressions. 3. The irrigation system is designed with an operating pressure of 60psi at connection. Contractor shall verity pressure at connection and confine system design with collected test information prior to continuation of installation. Tested pressure shall be noted on the as -built plans. 4. Contractor shall notify architect if any discrepancies occur prior to installation of the irrigation system. If the pressure test is not within 5lbs of noted design pressure, contractor shall cease installation until minimum pressure is obtained or revised design is provided. 5. Contractor shall test pressure prior to start of construction, test pressure 30 days prior to start of irrigation work and submit pressure tests and readings to architect. 6. It Contractor fails to take, provide report and pressure is below design pressure, contractor shall make irrigation adjustments necessary to obtain a fully function irrigation system with adequate pressure at heads at no additional cost to the owner. 7. Sleeving for irrigation shall be under all paved areas including streets and sidewalks and other hardscape elements. Contractor to notify architect of Sleeving layout prior to installation. 8. Irrigation lines, valves, and associated equipment are shown schematically. Contractor shall locate all lines in unpaved areas. 9. Maximum distance for distribution tubing shall not exceed IT from emitter to plant 10.Irrigation controller shall be set to run per coordination of property manager. Controller shall be set to run with ET operation at completion of projecL 11. Contractor shall set additional programs on controller for deep root watering and plant growth from March thru June. 12. Contractor shall complete pressure test of main line and laterals with the observation of the landscape architect 13. Contractor shall have the irrigation functional, prior to start of planting. t 800-782-5348 I I I I I I I 11 I I I I I Cl) co U) (D z Up W W LI U QUIx�: X X (L 0 U�00 Q. O N O_J 00 ca (L 2 U) I SL ';e I 4 r. I ! I 1 I I I I I I I I I I I I I I I I I I I I I ; -"- ---------- Scale: 1"=20' C.I. = V )10' 20' 40' 60, ---------- —CH LINES-EHEFT L---------y--- I I I I I I I 1 1 I I 1 1 1 1 1 - — I ` -- ---- ........ 1l. --- I SLEEVE (TYP) a SLEEV _ (TYP) L�A (TYP) — — — — —' — SLEEVE MP) - ....— ' ' --- 1 1 ISOLATION \ ) t — — ` 1 VALVE A 23 ISOLATION VALVE 'J A24 a �i I� II I� IF I� I I 1 II I I 1 I.L-------------------------------------------------------- MATCH LINE SEE SHEET L18 SITE ADDRESS OWNER/DEVELOPER ARCHITECT 9600 N. ORACLE ROAD BOULDER ORO VALLEY LLC STG DESIGN ORO VALLEY, ARIZONA 85737 PO BOX 43426 1820 EAST RIVER RDA DATE: 2013.12.26 IRRIGATION LEGEND Irrigation Source - Irrigation Meter - 1" (Refer to Civil Water Plans) N Reduced Backflow Preventer - Watts 0009 - 1" w/ enclosure. Detail 7 Sheet L27 Irrigation Mainline - Sch. 40 PVC 1-1/2" w�Details 1,2, 101 L26 ❑A Irrigation Controller- Rain Master Eagle Plus, 2-Wire 200 Station, w/ Decoders and ETE-5Y Data Ser. Detail 6-7/ L26 Remote Control Valve & Filter - Valve - Irritrol 700 Series, 700-1 Filter- RainBird RBY-100-150MX. Detail 5/ L26 O Isolation Valve-1-1/2" Ball valve. Detail 12/ L26 © Master Valve and Flow Sensor- Superior 3100 N. O: 1". Flow Sensor- CST FSI-T Series -1" Detail 1/ L27 ® Quick Coupler, Key and Hose Swivel - Toro 3/4" - 075-SLSC, 075SLK, 07S75MHS, Detail 2/ L27 —Irrigation Sleeve - Sch. 40/Class 200 PVC - 4" Mainlines and Multiple lines, 2" single line &wiring. Corr w/ Civil Dt. 3/ L26 emitter Header - Line Sch. 40 PVC - 1-114" unless otherwise shown. Details 2, 101 L26 Potable Line for Pool Fill - Sch. 80 PVC-1-1/4" - install at —30" depth minimum with identification tap and wire 24" depth o— Shrub Line - Sch. 40 PVC - 314" unless otherwise shown Details 2, 101 L26 —Tree Line - Sch. 40 PVC - 3/4" unless otherwise shown Details 2, 101 L26 O Hose End Cap. Detail 11/ L26 A Pressure Regulator- Senniger- PMR-30-MF. Detail 3/ L27 O Multi -Outlet Xeri-Bug Emitters Rain Bird - (6) lgph and 2gph ports - Refer to Emitter Schedule. Details 5, 6/ L27 wT Single -port Emitters - Install Rain Bird Xeri-Bug XBT-10 and XBT-20 - Refer to Emitter Schedule. Detail 4/ L27 IRRIGATION NOTES: 1. The irrigation system shall utilize a potable water source. All lines shall be Sch. 40 PVC unless otherwise noted on plans. 2. Water harvesting collection is passive water harvesting integrated into the site with depressions. 3. The irrigation system is designed with an operating pressure of 60psi at connection. Contractor shall verify pressure at connection and confirm system design with collected test information prior to continuation of installation. Tested pressure shall be noted on the as -built plans. 4. Contractor shall notify architect if any discrepancies occur prior to installation of the irrigation system. If the pressure test is not within 5lbs of noted design pressure, contractor shall cease installation until minimum pressure is obtained or revised design is provided. 5. Contractor shall test pressure prior to start of construction. test pressure 30 days prior to start of irrigation work and submit pressure tests and readings to architecL 6. If Contractor fails to take, provide report and pressure is below design pressure, contractor shall make irrigation adjustments necessary to obtain a fully function irrigation system with adequate pressure at heads at no additional cost to the owner. 7. Sleeving for irrigation shall be under all paved areas including streets and sidewalks and other hardscape elements. Contractor to nobly architect of Sleeving layout prior to installation. 8. Irrigation lines, valves, and associated equipment are shown schematically. Contractor shall locate all lines in unpaved areas. 9. Maximum distance for distribution tubing shall not exceed 8' from emitter to plant. 10.Irrigation controller shall be set to run per coordination of property manager. Controller shall be set to run with ET operation at completion of project. 11.Contractor shall set additional programs on controller for deep root watering and plant growth from March thru June. 12.Contractor shall complete pressure test of main line and laterals with the observation of the landscape architect. 13. Contractor shall have the irrigation functional, prior to start of planting. 11-800-782-5348 Scale: 1"=20' C.I. = 1' Y ,TE: 2013.12.26 SITE ADDRESS 9600 N. ORACLE ROAD ORO VALLEY, ARIZONA 85737 IRRIGATION LEGEND MATCH LINE SEE SHEET LJ9 Irrigation Source - Irrigation Meter -1"(Refer to Civil Water ------- - ------ -----------------------------j I, ( 1 © Plans) M L.. I I I i.i : ���1� •\I; N Reduced Backflow Preventer- Watts 0009 - 1' w/ enclosure. Detail 7 Sheet L27 Irrigation Mainline - Sch. 40 PVC 1-1/2" Ur I I Details 1,2, 10/ L28 Z I 1 I I A❑ Irrigation Controller - Rain Master Eagle Plus, 2-Wire 200 U j I Station, w/ Decoders and ETE-5Y Data Ser. Detail 6.7/ L26 Z W Remote Control Valve & Filter - Valve - Irritrol 700 Series, 0 U U I i i 11 700-1 Filter- RainSird RBY-100-150MX Detail S/ L26 Q u O ^ I 1 -I © Isolation Valve - 1-1/2" Ball valve. Detail 12/ L26 I 1 © Master Valve and Flow Sensor- Superior 3100 N. O.-1", J 06 Q � Flow Sensor - CST FSI-T Series - 1" Detail l/ L27 0 2 C) CS ® Quick Coupler. Key and Hose Swivel - Toro 3/4"- 075-SLSC, 075-SLK, 075.75MHS, Detail 2/ L27 LOL U J I - •!j 1 —drrigabon Sleeve - Sch. 40/Class 200 PVC - 4" Mainlines and m } Multiple lines, 2" single line & wiring. Corr w/ Civil DL 3/ L26 I •C'=;' ` j I _�' l Emitter Header -Line Sch. 40 PVC - 1-1/4' unless otherwise 4. : I shown. Details 2, 101 L.26 I I I II I /li C• IV I Potable Line for Pool Fill - Sch. 80 PVC - 1-1/4"" install at —30" depth minimum with identification tap and wire 24" depth 0— Shrub Line - Sch. 40 PVC - 3/4" unless otherwise shown ? Details 2, 10/ L26 I —Tree Line - Sch. 40 PVC - 314" unless otherwise shown PROPERTY - I'(, I I I -+I' — +--�1 I f7 — — — — — -TV Details 2, 10/ L26 LINE \ \ i 1 f 1 r - `-t - - - ....-- --...- ----- ------ — --- -- -- I w O Hose End Cap. Detail Ill L26-------- TL•�'I--I-------------�� ---- ��.I����� © Pressure Regulator- Senniger- PMR-30-MF. Detail 3/ L27 I - F. - ,— — ��-aEEV�(TYP) ;;I- SLEEVE ' _.� u �_,.. Q MLIti-Outlet Xerl-Bug Emitters Rain Bird - (6) 1gph and 2gph - --- -- - ^ - ' - ' ' (TY) 1 ports - Refer to Emitter Schedule. Details 5. 61 L27 "- -- _- -"' --- " " --" ... " __" „ 1 < ^- --- ^---1 s NOT Single -port Emitters - Install Rain Bird Xeri-Bug XBT-10 and PROPERTY 81gN'" XBT-20 - Refer to Emitter Schedule. Detail 4/ L27 LINE 1 I ar IRRIGATION NOTES: _I; LINDA VISTA 1 1. The irrigation system shall utilize a potable water source. All MINOR ROUTE 60' ROW PUBLIC STREET BK 2, PG 130 ROADS MAPS 1 lines shall be Sch. 40 PVC unless otherwise noted on plans. - -' ---"-------•------•---- ---------- 2. Water harvesting collection is passive water harvesting I _ ,....._._�..___.__.. integrated into the site with depressions. ,.. 3. The irrigation system is designed with an operating pressure of 60psi at connection. Contractor shall verify pressure at connection and confirm system design with collected test , information prior to continuation of installation. Tested l_ .. , pressure shall be noted on the as -built plans. 4. Contractor shall notify architect if any discrepancies occur prior to installation of the irrigation system. If the pressure test is not within 5Ids of noted design pressure, contractor shall cease installation until minimum pressure is obtained or revised design is provided. 5. Contractor shall test pressure prior to start of construction, test pressure 30 days prior to start of irrigation work and submit pressure tests and readings to architect. 6. If Contractor fails to take, provide report and pressure is below design pressure, contractor shall make irrigation adjustments necessary to obtain a fully function irrigation system with adequate pressure at heads at no additional cost to the owner. 7. Sleeving for irrigation shall be under all paved areas including streets and sidewalks and other hardscape elements. Contractor to notify architect of sleeving layout prior to installation. 8. Irrigation lines, valves, and associated equipment are shown schematically. Contractor shall locate all lines in unpaved areas. 9. Maximum distance for distribution tubing shall not exceed & from emitter to plant 10.Irrigation controller shall be set to run per coordination of property manager. Controller shall be set to run with ET operation at completion of project. 11. Contractor shall set additional programs on controller for deep root watering and plant growth from March thru June. 12. Contractor shalt complete pressure test of main line and laterals with the observation of the landscape architect 13. Contractor shall have the irrigation functional, prior to start of planting. SITE ADDRESS OWNER/DEVELOPER ARCHITECT 9600 N. ORACLE ROAD BOULDER ORO VALLEY LLC STG DESIGN ORO VALLEY, ARIZONA 85737 PO BOX 43426 1820 EAST RIVER RDA TUCSON, ARIZONA 85733 TUCSON, ARIZONA 8! ATTN: MR. ROSS RULNEY ATTN: LEON WESTERE DATE: 2013.12.26 P: (S20) 850-9300 P: (520) 577-9511 E: ROSSRULNEY@GMAIL.COM E: LWESTERBECK@STI A PORTION OF LOT 4 OF SECTION 13, T. 12 S., R. 13 E., G.&S.R. M., TOWN OF ORO VALLEY, PIMA COUNTY, EL CORREDOR FINAL LANDSCAPI ARIZONA. IRRIGATION PLAN OV1213-14, OV113-014 REF:OV912-001 REF:(0)12-071 CYPRESS PROJECT NO: 13.007 IRRIGATION PLAN `pNDSD,ap NO. DATE REVISIOAN ARC STUDIOS � _ _ WQ 6 J9813 5]91 N. Plarila An,areoer — ERIC R. Tuoan,MNa,RR5r1a BARRETT w HOD-782-5348 scale: r=2a C.I. = r a D P 620 4wm A' eoo-s,r,l n - IarlEscapa Eesign. ` 49, � ' � -erviamerRal servkea.anpation Desgn �Nr Rn in,ne Nr RCTuuc u, RnuTC TnI"uncr-.a gun RraraTnua Rrx laun—xaun uurannuwAll uav unT RR RFImrnnEOwlTNnlrtlxNnR •eeanvu Rvaar.mnnc Rr. 0 10' 29 40' 60' EXPIRES 9rla2015 Refer to Plan 25mm. Min. 14nmm NAin -1 AF mm NAax Note: 1. All earthwork is to be done so that all water drains away from all sidewalks and structures. 2. Slopes shall not exceed 8:1. 3. Grading shall be reviewed prior to final spray head adjustment and installation of sod. LOW FLOW SWALE - WATER COLLECTION 012 NTS FINISH GRADE 11 - - o,---- -- ' --- SLOPING GRADE BEYOND 2" DECORATIVE ROCK GRAVEL SUMP 811 DIA. x 3611 042 POLYSPUN FILTER FABRIC - 6' x X 10 YEAR WARRANTEE T DEEP x 8" 0 AUGER PIT V-3" SCREENED AND WASHED MATERIAL COMPACTED FILL MATERIAL PER CIVIL AND SOIL ENG REQUIRMENT 25mm. Min. invert opening, width varies [1 "] hardscape scupper opening Curb, Sidewalk slope grade to scupper or Build Ed e A. \ 51 7 77 2" depth low flow drainage rock (refer to detail 4) 6" Scarified Soil Landscape Surface treatment -(Refer to plans.) Compacted sub -grade Note: 1. All earthwork is to be done so that all water drains away from all structures. 2. Slopes shall not exceed 8:1. 3. Grading shall be reviewed prior to final irrigation, planting and inert material installation. LOW FLOW SWALE - GRADING AT SCUPPER 012 NTS DRINKING FOUNTAIN MDF ---" MODEL 410SM w/ PET = FOUNTAIN REDUCE TO (2)1/2" LINES ---- _ IN FOUNTAIN AT TEE FOR BIB. = _ - 3/4" COPPER TYPE "K" - LINE FLUSH SS CLEANOUT CONCRETE VALVE BOX 11 "X17" LABEL "WATER" ON LOCKING LID. 6" OF PEA GRAVEL AT THE BOTTOM 1" TO 3/4" REDUCER _I 1" SUPPLY- TRANSITION FROM PVC TO SXS COUP I__ 3/4"X1" PVC RED, BUSH, I I-- slope-, — — — - � i I -I SCH 80 TOE NIPPLE, 3/4 BRASS BALL VALVE, 3/4" ....... I __III-1 III - MALE COPPER ADAPTER, ,,._ _ 3/4 BRASS BALL VALVE - I -- 3/4" COPPER PIPE "K" BRICKS AT CORNERS FOR _ ........ OFT SUPPORTI' ___ I— J= NOTES: — 1. INSTALL FOUNTAIN PER 1-114" ABS SEWERDRAIN 'S TO GRAVEL SUMP- RE ERINE TO:- _'; I — SEC'S ANTD DETAILS. _= DETAILS j= — — = 2,ALL VALVES AND PIPE SHALL BE LEAD FREE. &646 DRINKING FOUNTAIN PLUMBING NTS Two working days before you dig, CALL FOR THE BLUE STAKES 1-800-782-5348 1-800—STAKE—IT Blue Stake Center ARC STUDIOS, INC. RETAINS ALL RIGHTS TO LANDSCAPE AND IRRIGATION PLANS. LANDSCAPE AND IRRIGATION PLANS MAY NOT BE REPRODUCED WITHnUT PRInR APPRnvAI RV ARr cTi ininc IN - Adjacent Hardscape Grass Fiber Granulated Rubber Infill/ Equivalent Backing System Shock Absorbing Pad Leveling layer (Compacted Stone Dust) Compacted Crushed Stone 4" min. Geotextile Fabric 95% Compacted Sub -grade Playground Grass Suppliers: 1. Southwest Greens Grass solutions. 2. Game Time Impax Turf. 3. Intelliturf. 4. Equivalent Supplier. 5. Contractor shall submit Grass sample for review and approval by owner representative along with cost per square foot. Note: 1. Surfacing shall meet or exceed Consumer Product Safety Commission Guidelines for impact attenuation and ensure wheelchair access under and around playground equipment as required by the American Disabilities Act. 2. Playground Turf thickness shall meet the requirements of a Critical height of 101. 3. Playground surface shall be placed on a Compacted Stone Base of 4" minimum) depth and maintain a slope of 1/4" per foot to drainage collection points. 4. Sub -grade shall have positive drainage with pert test preformed prior to installation of drainage base. Contractor shall install additional drainage devises if necessary. 5. All surface transitions to meet ADA requirements for accessibility. SYNTHETIC TURF FINISH GRADE NTS 10" ROUND VALVE BOX WITH LOCKING LID =r MESH AND CLAMP OR 2" CAP WITH 15-1/8" HOLES I I —I (DO NOT GLUE CAP) DRAIN LINE FROM FTN i�-ttll 2" TEE '.. REDUCER BUSH WRAP GRAVEL SUMP WITH FILTER FABRIC 3" PERFORATED PIPE 3'X3'X3' WASHED 3/4" GRAVEL DRY SUMP WITH 1' MIN. COVER NATIVE SUB GRADE DRINKING FOUNTAIN DRY SUMP NTS NTS Roof scupper Building wall 4'dia. 1 /4" x 10" steel ring set 3" above finish grade 7" 2" erosion mat filter fabric 2% slope 51 mm min. [2„] Front % compacted sub grade -8" recycled concrete :ycled concrete erosion mat ter fabric 5' mm" Notes: Plan Side 1. Splash Pad shall be a minimum of 5' long and extended to basin bottom if soil erosion occurs. SPLASH PAD NTS SITE ADDRESS 9600 N. ORACLE ROAD ORO VALLEY, ARIZONA 85737 DATE: 2013.12.26 A PORTION OF LOT 4 OF SECTION 13, T. 12 S., R. 13 E., G. & S. R. M., TOWN OF ORO VALLEY, PIMA COUNTY, ARIZONA. OV1213-14, OV113-014 REF:OV912-001 REF:(0)12-071 landsc, environs asign . design CYPRESS PROJECT NO: 13.007 ARC STUDIOS A TMHS COMPANY 5781 N. Placita Amanecer Tucson, Arizona 85718 p: 520.882.9655 e: erb@arestudiosinc.com OWNER/DEVELOPER ARCHITECT BOULDER ORO VALLEY LLC STG DESIGN PO BOX 43426 1820 EAST RIVER ROAD, SUITE 230 TUCSON, ARIZONA 85733 TUCSON, ARIZONA 85718 ATTN: MR. ROSS RULNEY ATTN: LEON WESTERBECK P: (520) 850-9300 P: (520) 577-9511 E: ROSSRULNEY@GMAIL.COM E: LWESTERBECK@STGDESIGN.COM EL CORREDOR FINAL LANDSCAPE & IRRIGATION PLAN HARDSCAPE DETAILS \, ,NDSCgp NO. DATE REVISION BY a F 1 2014.05.06 DOG RUN ADDITION ERB G O � 39813 = ERIC R. r c(- a BARRETT 5l14:, ~ L24 OF IWO PIRES 9/30/2015 HARDSCAPE/ GROUND COVER MATERIALS LEGEND Furnish and install all material per plans, details and specifications. NOTES: 1. LOCK MECHANISMS PER OWNER. 2. PANIC BAR SHALL NOT BE INSTALLED FOR DOG Pr__ARK ACCESS GATES. 3. DOG PARK GATE SHALL BE 6' TALL -_. 4 X 4 POSTS AT GATE = 4'-0" CL TO CL i i ELEVATION- INTERIOR �� PEDESTRIAN GATE 1 NOTES: 1. COLUMN DETAIL FOR DESIGN INTENT ONLY. 2. CONTRACTOR SHALL PROVIDE SHOP DRAWING FOR; RE-INFORCING, GROUT CELLS, FOOTING SIZE AND STRUCTURAL CALC'S FOR AGENCY APPROVAL. 3. SAMPLE STONE VENEER MATERIAL, COLOR AND STYLE TO BE SUBMITTED TO OWNER/ ARCH. FOR REVIEW AN ACCEPTANCE PRIOR TO PURCHASE AND INSTALLATION. LIL ' " 2'-4 5/16" ELEVATION 1 X 3 GATE FRAME WELD PLATE PANIC BAR METAL SCREEN- MCNICHOLS PERFORATED DECORATIVE METAL SCREEN - 1.6x6Ox9P or AS APPROVED BY OWNER EXTERIOR HARDWARE - FINISH GRADE -� COLUMN 4 GUARDRAIL: 1. REF. PC/COT STANDARD DETAIL 105. 2. GRIND SMOOTH ALL WELDS, 3. PRIME AND PAINT - COLOR PER CONTRACT DOCUMENTS. 4. CORE HOLE 4" DIA. FILL WITH NON -SHRINK GROUT GUARDRAIL Two working days before you dig, CALL FOR THE BLUE STAKES 4 48 1-800-782-53 " 1-800-STAKE-IT Blue Stake Center 4" CIP CONCRETE CAP STONE VENEER COLUMN, MATERIAL TO MATCH BLDG. STONE STYLE AND COLOR. CMU BLOCK INTERLOCKING PATTERN GROUTED CELLS AMID RE-INFORCED. (NOT SHOWN FINISH GRADE �4'-0" CL TO CL- ELEVATION- EXTERIOR 2'-811 PLAN 5'-0" & 6-0" (DOG) -TOP OF GATE 3'-0" CL HARDWARE SECTION THROUGH GATE w U 1 X3X.125 GATE FRAME POST BEYOND PERFORATED METAL PANEL ON GATE PERFORATED METAL PANEL PANIC BAR LOCK MECHANISM EXTERIOR HANDLE PERFORATED METAL PANEL 1 X 3 X .125 GATE FRAME 4X4 COLUMN BEYOND 2 PEDESTRIAN GATE - SECTION NTS 4" CIP CONCRETE CAP CMU BLOCK BELOW. OPEN CENTER FOR CONDUIT AS NEC. CAP OVERHANG NTS \ NOTES: 1. DETAIL FOR DESIGN INTENT ONLY, CONTRACTOR FLAT BAR 3/8" x 3" PROVIDE SHOP DRAWINGS. TOP &MID -RAIL. 2. PAINT COLOR OPTIONS, BRONZE, PALO VERDE GREEN, OWNER TO APPROVED. 4" x 4" POSTS AT 3. STEP FENCE AT 6" INCREMENTS. & ON CENTER 8'-0" • ` .N.. tl..N..tl..N..N..N..tl..Ntltl..N..tl.!in N.N..NNN..NIINI.NNN..N..NtltlI.N..N..N.. tl..N..tl..N..N..N..tl..N..N..p. 111�88 �911pon1�8��9 [oil ..tl..q.\tl 1. - • .NN H ■■ppN�..pSN E�I8B $Msa���-�=�11011 �H■Y.�o■l • • - i • ■ • .N.. isligi:BBB@m�:nl�!!@6 �..N■.N..N..tl..N..N..N..N..N..NNN..N-.N..tl..N..NNN..N..N..tl..N..N.. ■ • i��f1f3;:8®9i�$�i������9@:a®maaE�3$s �lBBBBBiBBBBBlBBB90�aBUSHSH : ` - ■ - • 1 NTS TUBULAR STEEL FENCE - DOG PARK i / NTS HANDRAIL NTS 1-1/2" DIAMETER STEEL PIPE HANDRAIL. '." EXTENSION =YOND RAMP ONDITION (TYP.) 1/2" DIAMETER FEEL PIPE NNDRAIL. DIA. STEEL PIPE ID -RAIL. 'CONCRETE SLAB VER COMPACTED %SE COURSE ORE HOLE 8" IAMETER FILL 'ITH NON SHRINK ROUT OMPACTED JBGRADE NOTES: 1. DETAIL FOR DESIGN INTENT ONLY, CONTRACTOR PROVIDE SHOP DRAWINGS. 2. PAINT COLOR OPTIONS, BRONZE, PALO VERDE GREEN, OWNER TO APPROVED. 3. STEP FENCE AT 6" INCREMENTS. 3 TUBULAR STEEL FENCE DATE: 2013.12.26 4" x 4" POSTS AT 8' ON CENTER O. 5' - 0" TOP OF -FENCE FENCE FLAT BAR 3/8" x 3" TOP AND BOTTOM 1 " SO. 16 GA. STEEL TUBE 4" O.C. ALL WELD JTS. TO BE FILLED AND GROUND SMOOTH. APPLY 1 COAT PRIMER AND 2 COATS FIN. PAINT CONC. FOOTING PER STRUCTURAL ENG. 2" MIN. DEC. ROCK COMPACTED SUBGRADE NTS HANDRAIL: 1. GRIND SMOOTH ALL WELDS. 2. PRIME AND PAINT - COLOR PER CONTRACT -1/2" INSIDE DOCUMENTS. ZADIUS 3. CORE HOLE 8" DIA. FILL WITH NON -SHRINK GROUT, 4. HANDRAIL SHALL MEET AND EXCEED CURRENT 2010 ADA " x 12" GUIDELINES. ANCRETE 5. CONTRACTOR 'DOTING WITH SHALL SUBMIT SHRINK N)ROUT GRO SHOP DRAWING FOR OWNER REVIEW AND APPROVAL PRIOR TO INSTALLATION SITE ADDRESS 9600 N. ORACLE ROAD ORO VALLEY, ARIZONA 85737 A PORTION OF LOT 4 OF SECTION 13, T. 12 S., R. 13 E., G. & S. R. M., TOWN OF ORO VALLEY, PIMA COUNTY, ARIZONA. OV1213-14, OV113-014 REF:OV912-001 REF;(0)12-071 CYPRESS PROJECT NO: 13.007 ARC STUDIOS A TMHS COMPANY 5781 N. Placita Amanecer Tucson, Arizona 85718 p: 520.882.9655 e: erb@arestudiosinc.com NTS Concrete Entry and Pedestrian Crosswalks Integral Color Heavy Exposed Aggregate - Pieri Top Cast 125 Pink, Davis Color Omaha Tan Concrete Entry 2 Integral Color - Davis Color Omaha Tan Light Broom Finish Concrete Entry Plaza Integral Color Light Exposed Aggregate - Pieri Top Cast 5 Light Blue - Davis Color Omaha Tan Pool Area Deck Material Acrylic Plastering - Style and Color by Owner, Complementary to Plaza Concrete Color and Finish Concrete Walks Concrete - Standard Gray - Light Broom Finish Water Harvesting Area �� Depressed Landscape Area for passive water ; , 11 4,, harvesting - Refer to Detail and civil plans. Activity Node Artificial Turf - Install per detail and Specifications. Perimeter Fence 60" Min. Tubular Steel Fence Decorative Rock at Building Breezeway ' 1" Screened Rock - 2" Depth - Pioneer ;WA Materials - Navajo Brown 1 " Decorative Rock Landscape Areas DR1 1/2" Screened Rock - 2" Depth - Pioneer Materials - Sante Fe Brown Decorative Rock - Rip -Rap DR2 3" - 6" Angled Rock - Depth of Stone with no voids - Pioneer Materials Sante Fe Brown Decorative Rock - Alt. DR4 3/8" Screened Rock - 2" depth - Pioneer Materials - Apache Brown 3/8" Screened Hydro -Seed - Mix 1 V 24 Ibs pure live seed - refer to specifications Hydro Seed Mix - 1 Botanical Name Common Name LBS/AC Baileya multiradiata Desert Marigold 8.0 Escholtzia mexicana Mexican Gold Poppy 4.0 Penstemon parryi Parry Penstemon 2.5 Sphaeralcea amblgua Globemallow 1.5 Bicycle Rack Bicycle Rack - Function First Inc. The Bike Rib Refer to Detail Waste Receptacle 0 Landscape Forms - Scarborough Refer to Detail Bar-B-Que Grills Park Grills - 1008 sq. in. large group Charcoal Grill w/ utility shelf. Refer to Detail Lounge Chair Landscape Forms - Chill or owner approved. submit product with color chart. Picnic tables Fair Weather SF F-8 Series 6'. ,Burgundy, Surface Mount, Install per manf. spec's. Shade Canopy ShadeSails.com - Skyclipse 320 12', Blue or owner approved color, Install per manf. spec's. OWNER/DEVELOPER ARCHITECT BOULDER ORO VALLEY LLC STG DESIGN PO BOX 43426 1820 EAST RIVER ROAD, SUITE 230 TUCSON, ARIZONA 85733 TUCSON, ARIZONA 85718 ATTN: MR. ROSS RULNEY ATTN: LEON WESTERBECK P: (520) 850-9300 P: (520) 577-9511 E: ROSSRULNEY@GMAIL.COM E: LWESTERBECK@STGDESIGN.COM EL CORREDOR FINAL LANDSCAPE & IRRIGATION PLAN HARDSCAPE DETAILS �p,NDSCq, NO. DATE REVISION BY L29 1O F ���MArF- 9 1 2014.05.06 DOG RUN ADDITION ERB 39813 s ERIC R. m i BARRETT y OF a. 5/14_ landscape archit re . ur_W design . environmental services . Irrigation design RES 9/30/2015 29 " J GENERAL NOTES GENERAL NOTES (cont'd) FINAL SITE PLAN for EL CORREDOR 1. THE GROSS AREA OF THE DEVELOPMENT SITE IS 19.56 ACRES. 29. FIRE HYDRANTS CONNECTED TO AN APPROVED WATER SUPPLY OF 1500 GPM FOR FIRE PROTECTION MUST BE INSTALLED AND IN 2. THE GROSS FLOOR AREA FOR RESIDENTIAL IS 301,060 SF (INCLUDING SERVICE PRIOR TO COMBUSTIBLE MATERIAL DELIVERY TO THE SITE. CLUBHOUSE AND GARAGES). TEMPORARY CONSTRUCTION OFFICE TRAILERS ARE CONSIDERED THE GROSS FLOOR AREA FOR COMMERCIAL IS 47,200 SF. COMBUSTIBLE MATERIAL. 3. THE FLOOR AREA RATIO (FAR) FOR THE COMMERCIAL PORTION IS .30 30. APPROVED FIRE APPARATUS ACCESS ROADS MUST BE INSTALLED AND MAXIMUM. THE ACTUAL FAR PER THE APPROVED PAD IS 0.16. IN SERVICE PRIOR TO COMBUSTIBLE MATERIAL DELIVERY TO THE SITE. 4. THERE ARE TWO DEVELOPMENT AREAS. DEVELOPMENT AREA "A" 31. APPROVED AUTOMATIC SPRINKLER SYSTEMS IN NEW BUILDINGS AND (COMMERCIAL) 6.61 AC. (287,984.08 SQ. FT.) AND DEVELOPMENT AREA "B" STRUCTURES SHALL BE PROVIDED THROUGHOUT EACH BUILDING. (RESIDENTIAL) 12.95 AC. (564,227.24 SQ. FT.). 32. TEMPORARY STREET SIGNS MUST BE INSTALLED AT EACH STREET 5. THE MAXIMUM RESIDENTIAL SITE DENSITY IS 17 UNITS PER ACRE. THERE ARE INTERSECTION WHEN CONSTRUCTION OF NEW ROADWAYS ALLOWS 226 PROPOSED RESIDENTIAL UNITS EQUATING TO A PROPOSED DENSITY PASSAGE OF VEHICLES. ALL STRUCTURES UNDER CONSTRUCTION OF 17 UNITS PER ACRE. MUST BE CLEARLY IDENTIFIED WITH AN APPROVED ADDRESS. 6. THE GROSS AREA OF ALL IMPERVIOUS SURFACES IS 536,500 SF. 33. THE INSTALLATION OF TRAFFIC CONTROL SIGNALING DEVICES AND/OR ELECTRICALLY OPERATED GATES ON FIRE APPARATUS ACCESS ROADS 7, TOTAL MILES OF NEW PUBLIC STREETS IS 0 MILES. SHALL INCLUDE PREEMPTIVE CONTROL EQUIPMENT COMPATIBLE WITH THE FIRE DEPARTMENT'S EXISTING SYSTEM. 8. TOTAL MILES OF NEW PRIVATE STREETS IS 0 MILES. 34. THE FOLLOWING CODES AND STANDARDS SHALL BE APPLICABLE TO 9. THE EL CORREDOR PLANNED AREA DEVELOPMENT CONDITIONS (OV912-001 THIS DEVELOPMENT: + ORDINANCE (0)12-07) ARE APPLICABLE TO THIS PROJECT. A. 2006 INTERNATIONAL CODES WITH LOCAL AMMENDMENTS. B. 2005 NATIONAL ELECTRICAL CODE. 10 NO ZONING VARIANCES OR MODIFICATIONS ARE APPLICABLE TO THIS C. 2010 AMERICAN DISABILITIES ACT ACCESSIBILITY GUIDELINES. PROJECT. D. 2006 GOLDER RANCH FIRE DISTRICT STANDARDS AND FORMS. tam E. 2008 TOWN OF ORO VALLEY POOL CODE. 11, ASSURANCES FOR SITE IMPROVEMENTS, LANDSCAPING AND REVEGETATION F. 2003 PC/COT STANDARD SPECIFICATIONS & DETAILS FOR PUBLICComN BONDS MUST BE POSTED PRIOR TO ISSUANCE OF GRADING PERMITS. IMPROVEMENTS. A= G. 2010 TOWN OF ORO VALLEY DRAINAGE CRITERIA MANUAL. L1- UNSUBDIVIDED L_j 12. THE MAXIMUM ALLOWABLE BUILDING HEIGHT FOR THE COMMERCIAL H. 2004 TOWN OF ORO VALLEY SUBDIVISION STREET STANDARDS 224-31-011E I PORTION IS 28' (18' OR 1-STORY WITHIN 100' OF ORACLE ROAD) AND FOR AND POLICIES MANUAL. DKT. 11387, PG. 3747 I THE RESIDENTIAL PORTION IS 27.5'. I. TOWN OF ORO VALLEY ZONING CODE, CURRENT REVISED. I J. ORO VALLEY TOWN CODE, CURRENT REVISED. PROPOSED BUILDING HEIGHTS: K. 2010 ADA STANDARDS FOR ACCESIBLE DESIGN. COMMERCIAL: UNKNOWN AT THIS TIME BUT TO BE IN CONFORMANCE WITH STATED MAXIMUMS. 36. THE BASIS OF ELEVATIONS FOR THIS PROJECT IS PIMA COUNTY RESIDENTIAL: BENCHMARK NN 127 DESCRIBED AS A 9/16 STAINLESS STEEL ROD LOCATED AT THE NORTHWEST CORNER OF ORACLE ROAD AND BUILDINGS 1- 17 = 27.0° � CLUBHOUSE = 19' LINDA VISTA BLVD, ALONG THE WEST SIDE OF FENCELINE IN THE -I GARAGES = 11.67' SOUTHEAST QUARTER OF SECTION 13, T. 12 S., R. 13 E., G. & S. R. M., PIMA COUNTY, AZ., AND AS SHOWN ON THIS MAP. THE ELEVATION 13. THE DEVELOPMENT IS SUBJECT TO THE ORACLE ROAD SCENIC CORRIDOR OF SAID BENCHMARK IS 2,648.88', NAVD 88 DATUM i I OVERLAY DISTRICT (ORSCOD) AND IS SUBJECT TO THE OVERLAY ZONE R1.14 CRITERIA AS STATED IN THE APPROVED PAD DOCUMENTS AND 37. MATERIALS WITHIN SIGHT VISIBILITY TRIANGLES MUST BE PLACED SO UNSUBDIVIDED I ORDINANCE. AS NOT TO INTERFERE WITH A VISIBILITY PLANE DESCRIBED BY TWO 225-10-0010 HORIZONTAL LINES LOCATED THIRTY (30) INCHES AND SEVENTY DKT. 8983, PG. 523 14. TOTAL AREA OF OPEN SPACE REQUIRED = 20% OF THE GROSS AREA OF THE TWO (72) INCHES ABOVE FINISHED GRADE OF THE ROADWAY PAD DISTRICT. TOTAL AREA OF OPEN SPACE PROVIDED = 37.6%. SURFACE. 15. LANDSCAPED BUFFER -YARDS REQUIRED PER PAD DOCUMENT: 38, FINAL SITE PLANS AND IMPROVEMENT PLAN MUST BE APPROVED FOR NORTH = Or COMMERCIAL LOTS OR PADS PRIOR TO THE ISSUANCE OF EAST = 30' ANY PERMITS BY THE TOWN ENGINEER AND/OR BUILDING OFFICIAL. OV1213-14 a wvmw 11w*ww UNSUBDIVIDED 225-10-064B DKT. 11239, PG. 1654 PROJECT OVERVIEW PLAN SOUTH = 20' DRAINAGE GENERAL NOTES (CONT.) WEST = 40' 39. ALL WEATHER ACCESS MUST BE PROVIDED TO ALL LOTS WITHIN THE SUBDIVISION. 2. DRAINAGE MUST BE COLLECTED AND RELEASED FROM A PROPOSED 16. REQUIRED BUILDING SETBACKS: ORO VALLEY WATER GENERAL NOTES THE PR OROPMENT TO DEVELA AMEN LOCATIONS AND IN THE MANNER EXISTING T. WEST - 20 FEET REQUIRED, 38 FEET PROVIDED NORTH - 20 FEET REQUIRED, 23 FEET PROVIDED EAST - 100 FEET REQUIRED, 100 FEET PROVIDED 1. WATER INFRASTRUCTURE AS REPRESENTED ON THIS PLAN IS FOR 3. DRAINAGE WAYS MUST BE PROVIDED WHERE NECESSARY TO CARRY SOUTH - 20 FEET REQUIRED, 20 FEET PROVIDED INFORMATIONAL PURPOSES ONLY. A SEPARATE WATER DRAINAGE FLOWS THROUGH OR FROM THE DEVELOPMENT AND IMPROVEMENT PLAN MUST BE SUBMITTED TO THE ORO VALLEY SUCH DRAINAGE WAYS MUST BE DEDICATED AND MAINTAINED BY 17. EXISTING ZONING IS PAD (PLANNED AREA DEVELOPMENT). WATER UTILITY (OVWU) FOR TECHNICAL REVIEW AND COMPLIANCE PROPERTY OWNERS OR PROPERTY OWNERS ASSOCIATION. WITH APPLICABLE STATUTES, CODES AND SPECIFICATIONS. 18. ALL PUBLIC ART REQUIREMENTS MUST BE MET PRIOR TO FINAL ADDITIONAL WATER INFRASTRUCTURE MAY BE DEEMED NECESSARY 4. DRAINAGE WAYS MUST BE DESIGNED TO NOT DISCHARGE ONTO CERTIFICATE OF OCCUPANCY ISSUANCE, PER ORO VALLEY ZONING CODE UPON REVIEW OF THE WATER IMPROVEMENT PLAN. PAVED STREETS, EASEMENT S OR PARKING AREAS. REVISED SECTION 27.3. PAD REZONING CONDITIONS PER (0)12-07 S. PARKING AREAS MUST NOT BE USED AS DETENTION BASINS. 19, ALL SIGNAGE AND LIGHTING TO BE ADDRESSED AS PART OF A SEPARATE PLANNING CONDITIONS REVIEW AND APPROVAL PROCESS. 6. DRAINAGE MUST BE COLLECTED AND RELEASED FROM A PROPOSED 1. THE DESIGN OF THE OVERFLOW TRAIL PARKING SHALL BE REVIEWED DEVELOPMENT AT THE LOCATIONS AND IN THE MANNER EXISTING 20. THE DESIGN VEHICLE IS SU-30. AND APPROVED BY THE PARKS, RECREATION, LIBRARY AND PRIOR TO DEVELOPMENT. CULTURAL RESOURCES DEPARTMENT. PARKING C. n " I C ULATIONS 21. ALL NEW PUBLIC ROADS WITHIN AND ADJACENT TO THIS PROJECT WILL BE CONSTRUCTED IN ACCORDANCE WITH APPROVED PLANS. SEPARATE ENGINEERING TRAFFIC IMPACT ANALYSIS (TIA) CONDITIONS RESIDENTIAL REQUIREMENTS: PUBLIC IMPROVEMENT AND CONSTRUCTION PLANS WILL BE SUBMITTED GUEST - 226 UNITS -,4 - 57 SPACES TO THE TOWN ENGINEER'S OFFICE FOR REVIEW AND APPROVAL. 1. AN UPDATED TRAFFIC IMPACT ANALYSIS WILL BE REQUIRED WITH 1 BEDROOM - 76 UNITS X 1.5 = 114 SPACES 2 BEDROOM - 124 UNITS X 1.75 = 217 SPACES 22. ANY RELOCATION OR MODIFICATION OF EXISTING UTILITIES AND/OR ANY FUTURE SITE PLAN SUBMITTAL. 3 BEDROOM - 26 UNITS X 2.0 - 52 SPACES PUBLIC IMPROVEMENTS NECESSITATED BY THE PROPOSED DEVELOPMENT 2. PROVIDE ADDITIONAL INFORMATION RELATED TO RECOMMEND TOTAL REQUIRED = 440 SPACES - 440 SPACES WILL BE AT NO EXPENSE TO THE PUBLIC. IMPROVEMENTS THAT WILL BE REQUIRED ALONG LINDA VISTA TOTAL PROVIDED = (INCLUDING 10 ADA ACCESSIBLE SPACES) BOULEVARD AND ORACLE ROAD. THIS SHALL INCLUDE PRELIMINARY COMMERCIAL REQUIREMENTS: 23. THIS DEVELOPMENT MUST COMPLY WITH THE ORO VALLEY WATER UTILITY GEOMETRIC RECOMMENDATIONS DUE TO TURN LANE WARRANT GENERAL RETAIL - 47,200 SF @ 1/250 SF - 189 SPACES SPECIFICATIONS MANUAL DURING ALL PHASES OF CONSTRUCTION. AND QUEUING ANALYSES TO BE COMPLETED AS A PART OF THE TIA. TOTAL REQUIRED - 189 SPACES 24. THIS PROJECT WILL BE SERVED BY ORO VALLEY WATER UTILITY WHICH HAS 3, VERIFY WHETHER LEFT -TURN STORAGE IS REQUIRED AT THAT ORACLE TOTAL PROVIDED = 189 SPACES BEEN DESIGNATED AS HAVING AN ASSURED 100 YEAR WATER SUPPLY BY ROADAINDA VISTA BOULEVARD/DRIVEWAY 3 INTERSECTIONS, AND (INCLUDING 5 ADA ACCESSIBLE SPACES) THE DIRECTOR OF WATER RESOURCES. ANY AND ALL WELLS MUST BE IF SO, WHETHER THERE IS ADEQUATE SPACING FOR BACK-TO-BACK BIKE PARKING: ABANDONED PER ADWR REGULATIONS. LEFT TURNS AND ASSOCIATED TAPERS. RESIDENTIAL REQUIRED = 1/20 PARKING SPACES (ALL CLASS 11) 440/20 = 42 SPACES 25. A LINE EXTENSION AGREEMENT MUST BE IN PLACE BEFORE ANY WORK ON 4. PROVIDE ADDITIONAL INFORMATION TO ADDRESS THE SOUTH LEG OF TOTAL PROVIDED = 22 SPACES WATER INFRASTRUCTURE BEGINS. THE PUSCH RIDGE CHMSTIAN ACADEMY DRIVEWAY. INDICATE COMMERCIAL REQUIRED = 1/20 PARKING SPACES (90% CLASS II AND WHAT IMPROVEMENTS MAY BE NECESSARY TO MITIGATE ANY 10% CLASS 1) 26. ALL METERS SHALL HAVE A BACKFLOW PROTECTION DEVICE INSTALLED ON SAFETY CONCERNS (E.G. CROSSWALK, SIGNAGE, ETC.). ALSO, VERIFY 199/20 = 10 SPACES THE CUSTOMER SIDE OF THE METER. THAT THE VOLUMES CREATED BY THE SCHOOL HAVE BEEN TOTAL PROVIDED = 16 CLASS 11, 1 CLASS I INCORPORATED WITHIN THE FUNCTIONAL VOLUMES OFTHE ORACLE ACCEPTED BY: 27. ALL FIRE SERVICES SHALL HAVE A BACKFLOW PROTECTION DEVICE ROAD/LINDA VISTA BOULEVARD INTERSECTION IMPROVEMENTS. INSTALLED ON THEM. 28. SHOULD AN EASEMENT BE IN CONFLICT WITH ANY PROPOSED BUILDING S. PROVIDE A LEVEL OF SERVICE ANALYSIS FOR EACH TRAFFIC TAN CLERK LOCATION, VACATION OF THE EASEMENT IS TO OCCUR PRIOR TO ISSANCE MOVEMENT AT THE LINDA VISTA BOULEVARD/ORACLE ROAD ITS INTERSECTION; IT WAS ONLY PROVIDED FOR THE OVERALL DATE t 2 zi OF BUILDING PERM INTERSECTION. PL ING DIVISION MANAGER DATE DRAINAGE GENERAL NOTES 12. 20 /3 Two working days before you dig, 1. ALL DRAINAGE WAYS WILL BE CONSTRUCTED ACCORDING TO TOWN ENGINEER DATE CALL FOR THE BLUE STAKES APPROVED PLAN PRIOR TO ISSUANCE OF ANY PERMITS FROM THE1-800-782-5348 TOWN ENGINEER AND/OR BUILDING OFFICIAL FOR PARCELS 10_,4AL ' /zA cbr " 1 -800-STAKE-IT " Blue Stake Center AFFECTED. ORO VALLEY ATER UTILITY DIRECTOR DATE 33 LOT 64 C) TOWN LIMITS CORONADO NATIONAL FOREST -_w w-�-w -S s S E Q` CONQUISTADOR WAY 'THIS PROJECT LINDA VISTA RO RD' ` t]C 1� 0i6%rsi `f� I CORONADO �0i NATIONAL FOREST CALLE CONC RD1A 13175 A PORTION OF THE S.E. 1/4 OF THE S.E. 1/4 OF SECTION 13, T. 12 S., R. 13 E., G.&S.R.M., TOWN OF ORO VALLEY, PIMA COUNTY, ARIZONA. LOCATION MAP NORTH 3"=1MILE THIS PROJECT NORTH PLANNED AREA DEVELOPMENT DISTRICT MAP 3" = S MILES PROPOSED WATER W/ VALVE PROPOSED WATER METER PROPOSED SEWER iC PROPOSED CLEANOUT PROPOSED PAVEMENT l a PROPOSED MANHOLE EXISTING CONTOUR - - --- -- PROPOSED EASEMENT EXISTING EASEMENT �`FJ .EXISTING FIBER OPTIC MARKER RIGHT-OF-WAY T� EXISTING TELELPHONE PEDESTAL PARCEL BOUNDARY LINE [-C] EXISTING COMMUNICATION PEDESTAL OTHER PARCEL LINE ___-f)HE _____-____oNE___.__ EXISTING OVERHEAD ELECTRIC ROADWAY CENTERLINE EXISTING POWER POLE PROPOSED CONCRETE __._._____. ________E._- EXISTING UNDERGROUND ELECTRIC PROPOSED CURB EXISTING ELECTRIC BOX PAINT STRIPE j� EXISTING TRANSFORMER EXISTING PAVEMENT EDGE _----_ ------ __._ EXISTING WATER EXISTING CONCRETE J, EXISTING WATER METER EXISTING CURB, EXISTING WATER VALVE EXISTING CHAINLINK FENCE __.__-< r__._$__ EXISTING SEWER EX15 ING WROUGHT IRON FENCE EXISTING SEWER MANHOLE EXISTING LIGHT 0 FOUND/SET SURVEY MONUMENTATION EXISTING GAS R-2 ZONING DISTRICT EXISTING GAS MARKER EXISTING GAS VALVEm on an an on TOWN OF ORO VALLEY LIMITS WATERSHED BOUNDARY - - _ _ -_ SIGHT VISIBILITY TRIANGLE (SVT) SHEET INDEX OV1213-14 1. COVER SHEET REF: OV113-014 2. SITE PLAN (NORTH) (0)12-07 3. SITE PLAN (SOUTH) OV912-001 DATE: 11/27/13 SITE ADDRESS _ OWNER/DEVELOPER ARCHITECT - 9600 N. ORACLE ROAD BOULDER ORO VALLEY LLC STG DESIGN SCALE: 1��-200' ORO VALLEY, ARIZONA 85737 PO BOX 43426 1820 EAST RIVER ROAD, SUITE 230 TUCSON, ARIZONA 85733 TUCSON, ARIZONA 85718 ATTN: MR. ROSS RULNEY ATTN: LEON WESTERBECK P: (520) 850-9300 P: (520) 577-9511. C. I.: N/A P: ROSSRULNEY@GMAIL.CO!t4 E: LWE.STCRBECK@STGDESIGN.COM A PORTION OF LOT 40FSECTION 13, T. 12 S., R. 13 E., FINAL ��� � ���,�iL� �R ��� G. & S. R. M., TOWN OF ORO VALLEY, PIMA COUNTY, ARIZONA. CYPRESS PROJECT NO: 13.007 2102 north country club road suite #9 tucson, arizona 85716 p: 520.991.5213 e: kmhall@cypresscivil.com CC)Vt:! [ 5 H `tf tf L NO. DATE REVISION . -BY- .. aassi a ^ -- �- �--- - 3762 , f KEJINi NO. `! OF HALL *;o/1.0 613W2Q� r EL CORREDOR m 0% . 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I i "" I � 1:, . !z " � 11 ! i : I --­�_ , ___,", - 'I', ,-- )�Cji - , ,,, \ /" . : __ I ') 11 I I Q, __-, " ____..__ I - . 1, \ . \ i '. : .11 I i I RIOPOSED IMPROVEMENTS TO LIN6 I­STA--B4O_U�E­VA AD 1 --- --------- _"", ,,,, "Ill-'_' i : I I I I : , _:1 I I" \\ \ ,,,, ,,, � Ii , 11 A PORTION OF LOT 4 OF SECTION 13, T. 12 S., R. 13 E., : : , " i : " 1, I I \ ..... ­11 11 I 'I � \ ------ 11 11 11 I : 11-', 1, 1, \, .� G. & S. R. M., TOWN OF ORO VALLEY, PIMA COUNTY, . . ; - - -, I - I \ , \\\'� I " : z ; � - I- \ " __­ \ I j I C'fM,PACT A V'--r�__ ......... ---,-,-, ---"-,-, - , \ : 11 -1 1 1 I iAS I ..OICTATED BY THE PROJECT'S TRAFF1 NALYS4S,`--­,­­­- - . . ....... ­­­-------______. - __ I I \ , - FINAL SITE PLAN for ELCORREDOR t ,,, " I \ it I _rf,__ ", - - """11, \ ---, \ � - : I I I , I ; I 2 I. - I ------ %__1_:,1___1' ,�, i I . : z ­RA4, I : I -IL" It:11-- , \ . : MB-E DESIGNED IN FURTHER DETA tOFTHE., _��_. .... . ........ - 11 I I ARIZONA. I ..t... . . ... __ __ ".1, ,,, 1, __ - - .I.F.f%.. - ��%, � " ��j �. " ,,,,, ,� �', \" 11 , � ,I "."'O, I ... .. ,g ,:�.,\ ,�, 11 , , \ I... - 1. I�, �t:�,.�i " 411,'�'.,�, , - '�_ . . I - 11. % � -, � - - I , . , ­­,"",", 1, i i �,q, 1 -i I W, ____� ...... __,,�111___ ... —I.— I I . \ I % 1 " i *P lz I COMMERCIAL DEVELOPMENT PHASE, I.E. PHASE 2. OP'T-Ht-.-.----."--",,---.-", .4 .. ___ ------- ___ , \ , '1, \ 'I " ___ - I.i. ".1 "I - \ I ___ " . if.. .0 - - -"-", , .,. ,m:. ., N '\ \ \ , i I i i�'4i 1i tORREDOR PROJECT. THE ONLt IN I .. :x Q­­­, . 11 I - 11 E L/ Y IMPROVEMENTS ,-I--- ...:f " " - 1',\ \ \ j , I ,__-____I . f�, %wo - -\ \ ,\ " \ , . _Ci_ TllE LINDA VISTA BOULEVARD RIG1jT-OF-WAY TO BE .1', ------ \\ I : i i 1 J! '..., I .. '\ \� 1� ,\, 1, \ ,,, I I if I 1.1 CONSTRUCTED DURING THE RESIDENTIAL DEVELOPMENT UNSUBDIVIDED "I \ \ , ", ,,, 11 I I i I I 1\ '­ , , , . . : I P ' \ _\ \ \ , � 1 : I ! ' 225-10-064B L : I \ N t : : I ,�' ASE, I.E. PHASE 1, INCLUDE THE NEV SIDEWALK ALONG \1� \ " � ,,, 1, 1 1 � : . t . e : , I i� P. 1 � z 1 " , I - . \ \ 11 1 1 1 : . ­11 : DKT.11239, PG.1654 \ \, ", 11 � il i i I , / \ tHE NORTH SIDE OF THE ROAD, THE TW\O EASTERN \ I , : f 6RIVE.WAY CONNECTIONS AND THE CROSSWALK AND \ "I I � I I I 111 I I 11 I � ACCESSIBLE RAMP AT THE PUSCH RIDGE ACADEMY DRIVEWAY AS SHOWN HEREON. CYPRESS PROJECT NO: 13.0071 2102 north country club road C I � , � .. "I suite #9 V "� mx S S tucson, arizona 85716 (_[V] L D EV11OPM ENT P: 520.991.5213 . ... .... ­ .... . .. � . � � . t "I - .. - � . , , 1�. ...I.M. e: kmhall@cypresscivil.com ' site plan (south) ------ _----_ -1 NO, I DATE I REVISION BY I KEVIN M. HALL 0 I". '��'� I '? 1_'�-qed ,� , --z- �- � A, 1� �_ �N 3 OF 3 f GENERAL NOTES GENERAL NOTES (cont'd) 1. THE GROSS AREA OF THE DEVELOPMENT SITE IS 19.56 ACRES. 29. FIRE HYDRANTS CONNECTED TO AN APPROVED WATER SUPPLY OF 1500 FINAL SITE PLAN for EL CORREDOR GPM FOR FIRE PROTECTION MUST BE INSTALLED AND IN SERVICE PRIOR 2. THE GROSS FLOOR AREA FOR RESIDENTIAL IS 301,060 SF (INCLUDING TO COMBUSTIBLE MATERIAL DELIVERY TO THE SITE. TEMPORARY CLUBHOUSE AND GARAGES). CONSTRUCTION OFFICE TRAILERS ARE CONSIDERED COMBUSTIBLE THE GROSS FLOOR AREA FOR COMMERCIAL IS A MAXIMUM OF 47,200 SF. MATERIAL. REVISION #1 OV1215�15 J. THE FLOOR AREA RATIO (FAR) FOR THE COMMERCIAL PORTION IS .30 30. APPROVED FIRE APPARATUS ACCESS ROADS MUST BE INSTALLED AND IN MAXIMUM. THE ACTUAL FAR PER THE APPROVED PAD IS 0.16. SERVICE PRIOR TO COMBUSTIBLE MATERIAL DELIVERY TO THE SITE. y 4. THERE ARE TWO DEVELOPMENT AREAS. DEVELOPMENT AREA "A" 31. APPROVED AUTOMATIC SPRINKLERSYSTEMS IN NEW BUILDINGS AND ,-' -p UNStJBDIVI.DE[? --UNS_6 D:fi�1DED (COMMERCIAL) 6.61 AC. (287,984.08 SQ. FT.) AND DEVELOPMENT AREA B STRUCTURES SHALL BE PROVIDED -HROUGHOUT EACH BUILDINV. Q UN,SUEDIVIDED (RESIDENTIAL) 12.95 AC. (564,227.24 SQ. FT.). D �` 224-31-009:F 224 31 009H 220-13-0150 _. ._._ 9 32. TEMPORARY STREET SIGNS MUST BE INSTALLED AT EACH STREET p C D T 13161, PG.117 DKT 12425, PG.�O� i __.-_. 5. THE MAXIMUM RESIDENTIAL SITE DENSITY IS 17 UNITS PER ACRE. THERE ARE INTERSECTION WHEN CONSTRUCTION OF NEW ROADWAYS ALLOWS n rT'1. 9050'32" E 764.98' 226 PROPOSED RESIDENTIAL UNITS EQUATING TO A PROPOSED DENSITY PASSAGE OF VEHICLES. ALL STRUCTURES UNDER CONSTRUCTION MUST BE t^• a - � u� LOT 60 OF 17 UNITS PER ACRE. CLEARLY IDENTIFIED WITH AN APPROVED ADDRESS.. r. �. rn Z` �. 0 c 17L4 - 6. THE GROSS AREA OF ALL IMPERVIOUS SURFACES IS 536,500 SF. 33. THE INSTALLATION OF TRAFFIC CONTROL SIGNALING DEVICES AND/OR m �I LOT 61 SCALE: 1 -200 ELECTRICALLY OPERATED GATES ON FIRE APPARATUS ACCESS ROADS Z Q 14 15 j 7. TOTAL MILES OF NEW PUBLIC STREETS IS 0 MILES. SHALL INCLUDE PREEMPTIVE CONTROL EQUIPMENT COMPATIBLE WITH 0 200 400 THE FIRE DEPARTMENT'S EXISTING SYSTEM. Un z` VIA 8. TOTAL MILES OF NEW PRIVATE STREETS IS 0 MILES. _ - : 13 a. 34. THE FOLLOWING CODES AND STANDARDS SHALL BE APPLICABLE TO THIS I i LOT 62 DEVELOPMENT: WI 2 �� 1i ; !J2 a' 9. THE EL CORREDOR PLANNED AREA DEVELOPMENT CONDITIONS (OV912-001 -- + ORDINANCE O 12-07 ARE APPLICABLE TO THIS PROJECT. A. 2012 INTERNATIONAL CODES WITH LOCAL AMENDMENTS. ":� PUSCH RIDGE ESTATES ( ) ) I ....: :r B. 2005 NATIONAL ELECTRICAL CODE. I 110 LOTS 1-65 C. 2010 AMERICAN DISABILITIES ACT ACCESSIBILITY GUIDELINES. 18� ` ( r BK.31, PG.74 M.&P. _ ,�, 10. NO ZONING VARIANCES OR MODIFICATIONS ARE APPLICABLE TO THIS f - � - � PROJECT. D. 2006 GOLDER RANCH FIRE DISTRICT STANDARDS AND FORMS. : E. 2008 TOWN OF ORO VALLEY POOL CODE. 11. ASSURANCES FOR SITE IMPROVEMENTS, LANDSCAPING AND REVEGETATION F. 2003 PC/COT STANDARD SPECIFICATIONS & DETAILS FOR PUBLIC 9 BONDS MUST BE POSTED PRIOR TO ISSUANCE OF GRADING PERMITS. IMPROVEMENTS. R= 829.5.8' 3 J �o......, LOT 63 a _ ._ 0=11 17 09 6 G. 2010 TOWN OF ORO VALLEY DRAINAGE CRITERIA MANUAL. UNSUBDIVIDED L-f148.27'`� 12. THE MAXIMUM ALLOWABLE BUILDING HEIGHT FOR THE COMMERCIAL H. 2004 TOWN OF ORO VALLEY SUBDIVISION STREET STANDARDS AND 224-31-011E , 5 PORTION IS 28' (18' OR 1-STORY WITHIN 100' OF ORACLE ROAD) AND FOR POLICIES MANUAL. DKT. 11387, PG. 3747 `' f o 4 1 .4 THE RESIDENTIAL PORTION IS 27.5'. I. TOWN OF ORO VALLEY ZONING CODE, CURRENT REVISED.I LOT 64 J. ORO VALLEY TOWN CODE, CURRENT REVISED. PROPOSED BUILDING HEIGHTS: K. 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN. r - COMMERCIAL: 2 3 LOT 65 BUILDING #3 = 25.0' 36. THE BASIS OF ELEVATIONS FOR THIS PROJECT IS PIMA COUNTY r 5 ; _ti - S ALL OTHER COMMERCIAL BUILDING HEIGHTS UNKNOWN AT THIS BENCHMARK "NN 127" DESCRIBED AS A 9/16 STAINLESS STEEL ROD { TIME BUT TO BE IN CONFORMANCE WITH STATED MAXIMUMS. LOCATED AT THE NORTHWEST CORNER OF ORACLE ROAD AND LINDA -" 9f0811 W 75J.07 RESIDENTIAL: VISTA BLVD, ALONG THE WEST SIDE OF FENCELINE IN THE SOUTHEAST _ - - BUILDINGS 1 - 17 = 27.0' QUARTER OF SECTION 13, T. 12 S., R. 13 E., G. & S. R. M., PIMA COUNTY, - I �< ... - ..... C) CLUBHOUSE = 19' AZ., AND AS SHOWN ON THIS MAP. THE ELEVATION OF SAID BENCHMARK UNSUBDIVIDED - BOOK.. PAGE 130 RQb MAP GARAGES = 11.67' IS 2,648.88, NAVD 88 DATUM 225-10-0010 '' TOWN LIMITS DKT. 8983, PG. 523 r 13. THE DEVELOPMENT IS SUBJECT TO THE ORACLE ROAD SCENIC CORRIDOR 37. MATERIALS WITHIN SIGHT VISIBILITY TRIANGLES MUST BE PLACED SO AS OVERLAY DISTRICT (ORSCOD) AND IS SUBJECT TO THE OVERLAY ZONE NOT TO INTERFERE WITH A VISIBILITY PLANE DESCRIBED BY TWO UNSUBDIVIDED CORONADO CRITERIA AS STATED IN THE APPROVED O ED PAD DOCUMENTS AND HORIZONTAL LINES LOCATED THIRTY 30 INCHES AND EVE ( ) SEVENTY TWO (72) <...._ .:.>::::.;a::: " <.:<.,«.::;:. 225 10 064B cc .. _ NATIONAL FOREST ORDINANCE. INCHES ABOVE FINISHED GRADE OF THE ROADWAY SURFACE. DKT. 11239, PG. 1654 14. TOTAL AREA OF OPEN SPACE REQUIRED = 20% OF THE GROSS AREA OF THE 38. FINAL SITE PLANS AND IMPROVEMENT PLAN MUST BE APPROVED FOR PROJECT OVERVIEW PLAN :. 0� PAD DISTRICT. TOTAL AREA OF OPEN SPACE PROVIDED = 37.6%. COMMERCIAL LOTS OR PADS PRIOR TO THE ISSUANCE OF ANY PERMITS BY DRAINAGE GENERAL NOTES (CONY.) THE TOWN ENGINEER AND/OR BUILDING OFFICIAL. EL C cc :1,A NORTH PLANNED AREA DEVELOPMENT 3"=-5MILES DISTRICT MAP 0 i EL CONQU STADOR WAY "THIS PROJECT LINDA �/ISTA L tA13 RID :. ,10 24 4:40I: 10 z iw CORONADO %v NATIONAL FOREST N ; Q w ; (Dw LU CALLE CO,NC RDIA -------------- A PORTION OF THE S.E. 4 OF 1 4 OF THE S.E. 1 / / SECTION 13, T. 12 S., R. 13 E., G.&S.R.M., TOWN OF ORO VALLEY, PIMA COUNTY, ARIZONA. NORTH LOCATION MAP 3"=.MILE LEGEND W W--®--W PROPOSED WATER W/ VALVE S S S PROPOSED SEWER PROPOSED PAVEMENT ~` �-�........ _.. EXISTING CONTOUR ...... --- .............. ---- EXISTING EASEMENT - - - RIGHT-OF-WAY PARCEL BOUNDARY LINE OTHER PARCEL LINE 15. LANDSCAPED BUFFER -YARDS REQUIRED PER PAD DOCUMENT: 2. DRAINAGE MUST BE COLLECTED AND RELEASED FROM A PROPOSED DEVELOPMENT AT THE LOCATIONS ROADWAY CENTERLINE NORTH = 0' 39. ALL WEATHER ACCESS MUST BE PROVIDED TO ALL LOTS WITHIN THE AND IN THE MANNER EXISTING PRIOR TO DEVELOPMENT. EAST = 30' SUBDIVISION. w `: PROPOSED CONCRETE SOUTH = 20' 3. DRAINAGE WAYS MUST BE PROVIDED WHERE NECESSARY TO CARRY DRAINAGE FLOWS THROUGH OR WEST = 40' 40. THE SITE SPECIFIC FEATURES OF ANY WALLS, TRASH ENCLOSURES, FROM THE DEVELOPMENT AND SUCH DRAINAGE WAYS MUST BE DEDICATED AND MAINTAINED BY PROPOSED CURB LIGHT POLES, TRASH RECEPTACLES, BICYCLE RACKS, ETC., TO INCLUDE PROPERTY OWNERS OR PROPERTY OWNERS ASSOCIATION. .......................-----.. PAINT STRIPE 16. REQUIRED BUILDING SETBACKS: COLORS, MATERIALS, TEXTURES AND GENERAL DESIGN, WITHIN THE WEST - 20 FEET REQUIRED, 38 FEET PROVIDED COMMERCIAL PORTION OF THE EL CORREDOR DEVELOPMENT ARE TO 4. DRAINAGE WAYS MUST BE DESIGNED TO NOT DISCHARGE ONTO PAVED STREETS, EASEMENTS OR '� - ----- EXISTING PAVEMENT EDGE NORTH - 20 FEET REQUIRED, 23 FEET PROVIDED BE CONSISTENT WITH THOSE IN PLACE WITHIN THE RESIDENTIAL PARKING AREAS. EAST - 100 FEET REQUIRED, 100 FEET PROVIDED PORTION OF THE DEVELOPMENT. FURTHER, SAID FEATURES ARE TO BE pR ' ' EXISTING CONCRETE SOUTH - 20 FEET REQUIRED, 20 FEET PROVIDED CONSISTENT THROUGHOUT THE COMMERCIAL PORTION OF THE 5. PARKING AREAS MUST NOT BE USED AS DETENTION BASINS. EXISTING CURB PROJECT. THE PROPOSED FEATURES OF THE DEVELOPMENT ARE ALSO 17. EXISTING ZONING IS PAD (PLANNED AREA DEVELOPMENT). TO BE IN CONFORMANCE WITH ANY REQUIREMENTS OF THE EL 6. DRAINAGE MUST BE COLLECTED AND RELEASED FROM A PROPOSED DEVELOPMENT AT THE LOCATIONS :; ;> :> EXISTING CHAINLINK FENCE CORREDOR PAD (TOWN ORDINANCE # AND IN THE MANNER EXISTING PRIOR TO DEVELOPMENT. 18. ALL PUBLIC ART REQUIREMENTS MUST BE MET PRIOR TO FINAL (0)12-07) AND ARE SUBJECT TO CERTIFICATE OF OCCUPANCY ISSUANCE, PER ORO VALLEY ZONING CODE APPROVAL BY THE TOWN OF ORO VALLEY AND THE PROJECT'S MASTER REVISED SECTION 27.3. DEVELOPER. PARKING CALCULATIONS 19. ALL SIGNAGE AND LIGHTING TO BE ADDRESSED AS PART OF A SEPARATE 41. PARKING FOR THE ENTIRE EL CORREDOR DEVELOPMENT SHALL NOT RESIDENTIAL REQUIREMENTS: REVIEW AND APPROVAL PROCESS. EXCEED THE THRESHOLDS ESTABLISHED IN TABLE 27-14 (OVZCR 27.7). GUEST - 226 UNITS- 4 = 4 57 SPACES 1 BEDROOM - 76 UNITS X = 114 SPACES 20. THE DESIGN VEHICLE IS SU-30. 42. SHARED PARKING AND VEHICULAR CROSS ACCESS THROUGHOUT THE 2 BEDROOM - 124 UNITS X 1.75 = 217 SPACES EL CORREDOR DEVELOPMENT IS ESTABLISHED IN THE DECLARATION OF 3 BEDROOM - 26 UNITS X 2.0 = 52 SPACES 21. ALL NEW PUBLIC ROADS WITHIN AND ADJACENT TO THIS PROJECT WILL BE COVENANTS, CONDITIONS, RESTRICTIONS AND EASEMENTS RECORDED TOTAL REQUIRED = 440 SPACES CONSTRUCTED IN ACCORDANCE WITH APPROVED PLANS. SEPARATE AT SEQUENCE #20152960271. TOTAL PROVIDED = (INCLUDING 10 ADA ACCESSIBLE SPACES) 440 SPACES PUBLIC IMPROVEMENT AND CONSTRUCTION PLANS WILL BE SUBMITTED PAD REZONING CONDITIONS PER (0)12-07 COMMERCIAL REQUIREMENTS: TO THE TOWN ENGINEER'S OFFICE FOR REVIEW AND APPROVAL. PLANNING CONDITIONS GENERAL RETAIL - 37,100 SF @ 1/250 SF = 149 SPACES 22. ANY RELOCATION OR MODIFICATION OF EXISTING UTILITIES AND/OR 1. THE DESIGN OF THE OVERFLOW TRAIL PARKING SHALL BE REVIEWED AND APPROVED BY THE (THIS IS FOR BUILDINGS #1,2,4AND AND5) PUBLIC IMPROVEMENTS NECESSITATED BY THE PROPOSED DEVELOPMENT PARKS, RECREATION, LIBRARY AND CULTURAL RESOURCES DEPARTMENT. RESTAURANT (CONVENIENCE) - SF @ 1.5/100 SF - 61 SPACES WILL BE AT NO EXPENSE TO THE PUBLIC. (THIS IS FOR BUILDING #3) ENGINEERING TRAFFIC IMPACT ANALYSIS (TIA) CONDITIONS TOTAL REQUIRED = 210 SPACES 23. THIS DEVELOPMENT MUST COMPLY WITH THE ORO VALLEY WATER UTILITY 1. AN UPDATED TRAFFIC IMPACT ANALYSIS WILL BE REQUIRED WITH ANY FUTURE SITE PLAN TOTAL PROVIDED = 210 SPACES SPECIFICATIONS MANUAL DURING ALL PHASES OF CONSTRUCTION. SUBMITTAL. (INCLUDING 7 ADA ACCESSIBLE SPACES) BIKE PARKING: 24. THIS PROJECT WILL BE SERVED BY ORO VALLEY WATER UTILITY WHICH HAS 2. PROVIDE ADDITIONAL INFORMATION RELATED TO RECOMMEND IMPROVEMENTS THAT WILL RESIDENTIAL REQUIRED = 1/20 PARKING SPACES (ALL CLASS II) BEEN DESIGNATED AS HAVING AN ASSURED 100 YEAR WATER SUPPLY BY BE REQUIRED ALONG LINDA VISTA BOULEVARD AND ORACLE ROAD. THIS SHALL INCLUDE 440/20 = 42 SPACES THE DIRECTOR OF WATER RESOURCES. ANY AND ALL WELLS MUST BE PRELIMINARY GEOMETRIC RECOMMENDATIONS DUE TO TURN LANE WARRANT AND QUEUING TOTAL PROVIDED = 22 SPACES ABANDONED PER ADWR REGULATIONS. ANALYSES TO BE COMPLETED AS A PART OF THE TIA. COMMERCIAL REQUIRED = 1/20 PARKING SPACES (90% CLASS II AND 10% CLASS 1) 25. A LINE EXTENSION AGREEMENT MUST BE IN PLACE BEFORE ANY WORK ON 3. VERIFY WHETHER LEFT -TURN STORAGE IS REQUIRED AT THAT ORACLE ROAD/LINDA VISTA 199/20 = 10 SPACES WATER INFRASTRUCTURE BEGINS. BOULEVARD/DRIVEWAY 3 INTERSECTIONS, AND IF SO, WHETHER THERE IS ADEQUATE SPACING TOTAL PROVIDED = 16 CLASS II, 1 CLASS f FOR BACK-TO-BACK LEFT TURNS AND ASSOCIATED TAPERS. 26. ALL METERS SHALL HAVE A BACKFLOW PROTECTION DEVICE INSTALLED ON THE CUSTOMER SIDE OF THE METER. 4. PROVIDE ADDITIONAL INFORMATION TO ADDRESS THE SOUTH LEG OF THE PUSCH RIDGE ACCEPTED BY: CHRISTIAN ACADEMY DRIVEWAY. INDICATE WHAT IMPROVEMENTS MAY BE NECESSARY TO 27. ALL FIRE SERVICES SHALL HAVE A BACKFLOW PROTECTION DEVICE MITIGATE ANY SAFETY CONCERNS (E.G. CROSSWALK, SIGNAGE, ETC.). ALSO, VERIFY THAT THE INSTALLED ON THEM. VOLUMES CREATED BY THE SCHOOL HAVE BEEN INCORPORATED WITHIN THE FUNCTIONAL TOWN CLERK DATE VOLUMES OF THE ORACLE ROAD/LINDA VISTA BOULEVARD INTERSECTION IMPROVEMENTS. 28. SHOULD AN EASEMENT BE IN CONFLICT WITH ANY PROPOSED BUILDING LOCATION, VACATION OF THE EASEMENT IS TO OCCUR PRIOR TO ISSANCE 5. PROVIDE A LEVEL OF SERVICE ANALYSIS FOR EACH TRAFFIC MOVEMENT AT THE LINDA VISTA PLANNING AND ZONING ADMINISTRATOR DATE OF BUILDING PERMITS. BOULEVARD/ORACLE ROAD INTERSECTION; IT WAS ONLY PROVIDED FOR THE OVERALL Two working days before you dig, INTERSECTION. CALL FOR THE BLUE STAKES 1-800-782-5348 DRAINAGE GENERAL NOTES TOWN ENGINEER DATE " 1-800-STAKE-IT " 1. ALL DRAINAGE WAYS WILL BE CONSTRUCTED ACCORDING TO APPROVED PLAN PRIOR TO ISSUANCE Blue Stake Center OF ANY PERMITS FROM THE TOWN ENGINEER AND/OR BUILDING OFFICIAL FOR PARCELS AFFECTED. ORO VALLEY WATER UTILITY DIRECTOR DATE - EXISTING WROUGHT IRON FENCE f EXISTING LIGHT ....----- -------- . r ... EXISTING GAS EXISTING GAS MARKER 6 EXISTING GAS VALVE WATERSHED BOUNDARY ORO VALLEY WATER GENERAL NOTES 1. WATER INFRASTRUCTURE AS REPRESENTED ON THIS PLAN IS FOR INFORMATIONAL PURPOSES ONLY. A SEPARATE WATER IMPROVEMENT PLAN MUST BE SUBMITTED TO THE ORO VALLEY WATER UTILITY (OVWU) FOR TECHNICAL REVIEW AND COMPLIANCE WITH APPLICABLE STATUTES, CODES AND SPECIFICATIONS. ADDITIONAL WATER INFRASTRUCTURE MAY BE DEEMED NECESSARY UPON REVIEW OF THE WATER IMPROVEMENT PLAN. THIS PROJECT PROPOSED WATER METER Co PROPOSED CLEANOUT 0 PROPOSED MANHOLE -- ---- - -- PROPOSED EASEMENT EXISTING FIBER OPTIC MARKER EXISTING TELELPHONE PEDESTAL EXISTING COMMUNICATION PEDESTAL -- OH ----OW" EXISTING OVERHEAD ELECTRIC ._.L_..1 EXISTING POWER POLE :...................... E...................... EXISTING UNDERGROUND ELECTRIC FE EXISTING ELECTRIC BOX is EXISTING TRANSFORMER -r-W- EXISTING WATER EXISTING WATER METER y EXISTING WATER VALVE .......... .......... <;............ ..... :;. EXISTING SEWER EXISTING SEWER MANHOLE 0 FOUND/SET SURVEY MONUMENTATION ZONING DISTRICT TOWN OF ORO VALLEY LIMITS - - - - SIGHT VISIBILITY TRIANGLE (SVT) SHEET INDEX 1. COVER SHEET 2. SITE PLAN (NORTH) 3. SITE PLAN (SOUTH) OV1215-15 REF: OV1213-14 OV113-014 (0)12-07 OV912-001 EL CORREDOR . . ......... . .. _ \ I I I I \ " , / , � I / / I . 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"NEW GRADED - � - I I r+__� ­_4r :. - �j, . ::e 11 7- . ?'--��­ ?,--l-"s )RY BLDG (,#I - g�/V,?g, 11 _11" - ------------- - I...'r � i ./ OV1215-15 iv .- rr r r- _'_��: : . - , ,,� i ,_,, r - SHEET INDEX MAP 14 _��.L��s . � ___ AREA 11 " .. r ­___� r __- , .. ­­ )'" . j I � ! r, I.m. : - r. I/ .."j-1, I ,­.- . S '63 1 1 ; ­/ 19'-----1 t I �.M` + / SWALE.: j.. *��..­: , .. ., : . I : . ;. LOT' -14 x - . ' "' _ . + : - I / \,_�REF: OV1213 ; r. \ � 4,2bo SF j ,­�, . r r - : \ i . %. r , - : r I . , - � ; . 11 . . - . ;;; .rj j -------- . 9 � � ,.r , � 11 i - - -,\ , f I 1, - .. I ' ' / / \\� : :rl 1. "I �­ I i .r I / ' 2 �. - r' ; ;­ : j� 4 : , , : . i , 6 1 : �, , , r � jl��, I :: ; 011 I I :! � � I 1 r 5v _� . ... ­­­ r.. j � [ ,.-,. I I ,r ) , , , I - - i &---A �!, I .. r. ( k / �_ ,,- � SVT (TYP.) SVTffYP. i . I _,��i r� .. . ... mil I - I i 'I', � � , . I 22CY-i5-5520 /r ______�1_____j - ---------- ----- RECREATION', � �', _. OV113-014 1 Q, 1 . I r � 6 " � I . - 11 __/ .... rr�,,,.� r�rrrr (0)12-07 r , = i : ,rp / � � � 1 ... I 9 141 .1/ 11 a I . ­­ ----,.----! I ,rrr r� I : I / _ i . . . 11 _3 " ­ I r r .1 , I J., ! r . . � � ­ ,�. � 1 rr I : : 11 . . . / ­ -.;... : r. � r r .1 . .... . � '�� " I - .. i/ I � I - - I �; i . -,- z � I / I r ��:..: ... ... :... il- : � P., _�' ----i � \ i& I r 1 : ) �, . . '.. " . ..j r ....... .._:.:K . - : .r r ;�i�i.:,,�.._ . , I --- � j, ­__ 'i -1 - \ 11". I., .. 11 : I . /' , ­;- � .. ­ .. .. W- _ � ..-. _N . � - . " , I X ; �,- . . :::� OV912-001 x.g - — ---- %i�_,­ '. =If(/ + . mommaiiim � " .,x=4 .x ­ .,� . �', -,*:�...:.M. _�� I . ..,.� NEW STOP . - , �� .... .� - .� /, "I .....:., " ' . ­ "' `1 . ­ ' . "­;`� " _..1 SITE ADDRESS OWNER/DEVELOPER ARCHITECT "' I - " 11 11 " ­­­ �:- . r.. - ­10 L I I `kdll 'it-"", 11", � .. ..... - %J , VIA I `L,. " SIGN - . P ' "" - .. , r .... .. lr I I t " NEW PRIVATE � 111 1 E ' ; DATE: 12/07/15 SEWER MANHOLE 9600 N. ORACLE ROAD BOULDER ORO VALLEY LLC STG DESIGN RIM=54.50 11 ORO VALLEY, ARIZONA 85737 PO BOX 43426 1820 EAST RIVER ROAD, SUITE 230 INV= 49.55 SCALE: 1 =40' TUCSON, ARIZONA 85733 TUCSON, ARIZONA 85718 "' "_ . ATTN: MR. ROSS RULNEY ATTN: LEON WESTERBECK '� ""' - ` "' " , I I I - I _P W 0 ' - � I "' 1,1 / - - \ _1/ I I S 11 / �_ " � i I 41 ; i14 HO I 1[ �)i -,- " 11 I N I I I -1 11 - M I I i, �__ �` I __1`_", � - " t� .1 � � __ � - I i 11 111", , � , , , , f7 U ,=,_,_'_�,_�- -, - ��2, , ----A N ,.;tJ___ - ,.W� \ \v -7 — - 0 ----'---- � ' '� - n, DO SIGN � ,� (30� __", , I � i C. L: 1 FOOT P: (520) 850-9300 P: (520) 577-9511 E: ROSSRULNEY@GMAIL.COM E: LWESTERBECK@STGDESIGN.COM A PORTION OF LOT 4 OF SECTION 13, T. 12 S., R. 13 E G. & S. R. M., TOWN OF ORO VALLEY, PIMA COUNTY," FINAL SITE PLAN for EL CORREDOR ARIZONA. FND ACP ---- STAMPED "LS 13007' 1 � � - - — � ' 'L--- FND 2" BRASS CAP _�-�IP��E&NE��H � --� S.E. CORNER OF ..—..—.- . SECTION 13 CYPRESS PROJECT NO: 13.007 1 1 - - - - ------------------------------ - ----- ------- - ---- - ------- - -- - - - ----- ---" I C suite #9 Y � .... Ift 2102 north country club road , I I I 1�i-'-`,- 0.'� �- , ., I ­ 1. . I.., ... 1. ..��. S S cson, arizona 85716 �CIVIL DE L O P M E N T u P: 520.561.4983 a— e: kmhall@cypresscivil.com REVISION IJIUIM ft-L site plan (north) _________� -1 NO. I DATE I REVISION I BY I KEVIN M. HALL , �_ rO�NU ' �\A_( __ ' 'es �31 2 OF 3 EL CORREDOR El Corridor Plant Demand ._.... Water Use by Plant Specie - - Gall" 60% Total Gal _ Teas - Quantity per Yeei Matunty per Yes Emateruse Total Gallon Plant Species Get/Hour per hour'.. Vehet Mesquite 104 5,702 0.60 355,80 10 1.040.0 Foothill Pdolele 92 1751 0.60 161,368 8 736.0 ... Blue Palovende 69 5702 0.60 393438 10 6900 _. Desert Willow 67 5702 0.60 382034 10 6700 Netla,r Heckoasy -.. .52 - 5702 0.60 298.504 '12 6240 .- Red Push Plitwha 50 8579 0.60 328950 12 6000 Tx. Mowllan Laurel ... .60 . 1426 0.60 85.560 8 .. 4800 ... Palo Slanoo __ 32 . 634 _.. 0.60 20,288 ! 6 _ 192.0 .'. Desert Musem Ptlo Verde 33 9 948 0.80 130.284 ' 8 _.. 264.0 Golden Lead Bell - _ _ 1Z Bar 0.60 18,779 8 -- 138 0 -. M moss Red 17 1960 0.60 61320 8 136,0 Totd Trees _. 2 238 330 Get" 5,568 Jojoba ..:_-:. 2DO 281 _ . 56200 / 0 ::: 8W 0 _. . Whkdhorn Acacia 63 1.754 110502 10 2520 Pope FOP Bush - 128 632 80.895 i 411 5120 Deset HwhbeRy 50 634 31,700 10 200 0 Halm Wofterry, 16 281 12.926, 10 _ 0 Greymom ..... -- 14_ _ 201 T - � 393/ 40 ._184 ..., Cleveland Saga 128 183 23.058 2 0 252.0 c upamsa 126 101 - 12,726 : 2.0 -- 252.0 Baa Ferry Duster - 158 316 49.928 2 0 316.0 Gadeneye 158 57 -_ 9005 20 _ 316.0 Nh Cuahuan Orchid Shrub 40 405 10,200 2.0 80.0 -- Bala Ruelhe - ISO 111 - - 17.550 - 4 0 600 0 Totem Polo 30 634 18 (1. 1.0 30.0 Red Bid of Paradise - 63 316 19 908 05 _ 31.5 Oeseri spoors - 171 " 110 15,810 4.0 - 664 0 Red Yucca 322 70 - 22,54) 2.0 644.0 Bard Cactus 120 10 4.200 1 0 420,0 Lady Slipper _ .... _ _ . 47- _ 312 _ - 14.664 0.0 ,... ... _ C1.0 Smooth Apure -- 165 101 - 16,665 1 0 165.0 Crnganl'ucca 74 158 11,892 O S 37.0 Toothles Solo. SO 113 1110 Saguaro 39 2 744 06 I�� Ocotualos 281. 00Tmll,n ' 181,494 6,5 ._, .. .. Chocolate sower 166 ,_...__ .,_13653 ,. ,00 to ... _ ....... 1660 _._.. Sidaoets Cram _. 207 _�'9,.__.__ 828 _. _..1 0 _ 207.0....... Tangerine Cross Vine. _. .... 10 7 895 78.950 .. 2 0 20.0 ... Haierds Creep. 51... 5 483 279,633 2.0_- 102.0 --- Star Jesmas .. 7 877 6,139 10 280 Total Shrubs Agents 6891117 Gallas 6.779 Totel Plant Dertsnd .. ._ 2927.4n moon. Nor. The Value ot(1) is use forzero gallons on pants tat read no additional wateronceestablished 11 ATER HARVESTING AREA ;AREA DEPTH CUBIC GALLONS: 0 1. DEPRESSED AREAS ;F _ Ems. A 753 ._. 4 252 1 881 B ... 60 4 20 _ 150 C 1! ._ Ir 1.513 11317. D _. _. 520 Ir 174 1.299. E .. _. 341 . r iit 852 F 348 4 116 669 G .. .... 533 -.4 178 .. 1332 H._. _. 90 4 30... 225 ... ... _. ._. 160 C 154 1,149 J _._ _. 602 C 201 1 504 K _. 245 _ 1 82 612. L J-- .. _ 547 4 183... 1367 M .. 135 4 45 337 N 293 4 Be 732. O 1107 4' 470 3 515 P .. - 467 _. / 136 1017 O 1592 4 632_. 3,977: R 155 C 152 1,137; S 1528 C 510 _. 38/7 T .. .. 139 ... C 46 347 U .. .. 17n ._.. / 583 /365 V ._ .. 948 ...... .. .4 317. .. 2,368. W 350 4 $74. X4.ANDSCAPE ISLANDS x 48 179 4 60 . 20571 TOTAL Ir DEPRESSED _ - WATER HAYESTNG 6116 6 61 6 Standard Water Demand From Irrigation Design 3/ weeks ... .-_ iveeky needs yearly needs (gph) high nls Inv Ins h gh gallons Ow gallons Trees 5 568 1 5 0 5 .... 283 968 00 ... 94 94,656.00 Shrubs 8779.. 2.. 1 46097200 23048600 Tad .. _. . ..... .... .. , .. ...... 744 940 00 _ 325.142.00 ,.., , ,, ,. walealg year I. based on a 34 week period that a cludes the time plants ae donmait ., high needs equal to estadshing plant material, ow need_ s equal b established plard material Standard Water Demand Fromlrrlpatlon Dedgnl5 weeks I ' weekly news _..... yearly rents (➢ph) high hrs. bw hrs.. high gdOns, bw gallmsi Trees 5,560 1.5 __ 0.5 _ 125.280.00 I1,760.00 Shnbs8,T79 2. 1 203.370.00.... _ ......... .101.685.00 Told... .. 328,650.00. 143,445.00. _ watering years based an a 15 week period br summer mmiha April tivu Mid Juy, excbtles the Ume plants recede adequate water tam seasonal taidall or are dormant. ' ._... _ nigh r1r!eda equal to eslabllsNnp plain mdentl bw reeds equalto established pled matenat M Cl) V) Z Up W LyWU U)EnO a0 �ayj2� o U))aODa. 0 A A _ \ / IVI\ ' IJ✓ / i \ _ _ ♦1SJl;2rtl ISr?�e�a„4 0 �`r�?e a•`..ell m f 3S pub -�'�i •!' _p W Wa 2 • ® I r. ..A 11.33( i r e: I0 LN \ EW 4', WIDE .' RADED SWALE I " ( P NEW 6 D. 20" HDPE I' F OUTFA L I S ex 10' P. a pier j dkL6487,pg. 65 > fr:� ' ' ]NV IN =2 39 00' �D,T = 3 I.50 ' ! FU RE COMMERCIAL CC F � I II I AREA I I �- i t5 III \ •., l .... I I�r t _.j I . i 11 . 1 • I If I �'; .��... ex. 1S pub. ate easee;.j mod-- a 8• -- I I 1 per dkL1006 , pg. 83 A=2. 3i CRES; i { PRIATE D TOTAL VOL= EN ION BAS 1,175 CF n . of 1-; O WYR VOL= 100YR WSE= 9, 6 13 CF 1.95 4 I j I QIN-127.2 GF I SD-712 i I QOUT=100.00 CF1 D 11 N I E ex.0'pub. seweerfllie1 ise.1perdkL6679,pg518 1 I i �i I; '{ �� S I O MDRAIN A HOLE; NEW 4; WIDE / 1 ��' / GRADED SD-8 2 AI �k f SWALE "t0I - t 77 4T7ESW REDER TO ASSOCIATED GRADINGOANDSCAPE AND IRRIGATION PLANS TO c• , e ACHIEVE THE RED UIREMENTS 00 THE ❑ ATER HARVESTING PLANO ARC STUDIOS. INC. ANDCYPRESS CIVIL DEVELWKNTRETAINSAL1RIGHTSTOTHESE PLANS. PIANSMAYNOTSEREr Sao it I I r MATCH LINE �- SEE SHEET %N3 II I I I s OUTFALL PIPES S=2.0 INV IN=2646.00 INV OUT=2645.50 OAMAOODOtNA000att.ADO.YutNri..l f. an°i�t 2 -�- H® PLAN LEGEND GENERAL SITE FLOW ARROW ARC STUDIOS Scale: 1•=40' C.I.=1• 5781 N. PMCM An -ar Tunm. Ara•-a571a P'. 52D=.9655 � 0 20' 40' t11111it�ll� BO' 120, e:.rkg.Namos:c.som landscape aru; re u d.gn. NAL BY ARC STUaOS. INC. AND CML CML DEVELOPMENT emironmenul services. rrlgatbn design o IT 4se Lill I . iiu ®1.• .®.•. 4 fy;a iF� Pv� n art i,'�IC_ 01�'�dt°�►a.�°a1 .k .�� °a' �lTO REMAIN ease �re�Fly 1NEW TYPE 4 CAT a ��o cy ® p t DDTL. 309BASIN 'PER I�:oiJ ;'c�' tl! �� oF�'Ot . r �` 'n"•+s`v"•r�=��Tn p �� • • , • SYSTEM -V •r �y,?•r � �r.� it�1 rJ p • am w •P �"� � N 11 �It ��_� N •REMAIN i WE •�,I{Ql�1®a ` d l ,I gas •p�� Pr Aal • � i,•Y•���k ® 19 •p JY •r�� �! D , jy`ram..aBASIN WITH-1. CONCRETE APRON-' PER PC/COT STO" Ra --al � Lv.11asEF-1 GRATES �a 494 �ha �(ys�''F � o `s •t . �'.�-•� :ash 0°% � ��s � riser °. a �'► � .R of"T� �°• iw�' 40� n SITE ADDRESS OWNER/DEVELOPER ARCHITECT 9600 N. ORACLE ROAD BOULDER ORO VALLEY LLC STG DESIGN ORO VALLEY, ARIZONA 85737 PO BOX 43426 1820 EAST RIVER ROAD, SUITE 230 TUCSON, ARIZONA 85733 TUCSON, ARIZONA 85718 ATTN: MR. ROSS RULNEY ATTN: LEON WESTERBECK DATE: 2013.12.26 P: (520) 850-9300 P: (520) 577-9511 E: ROSSRULNEY@GMAIL.COM E: LWESTERBECK@STGDESIGN.COM G.&S. R. M. TOWN OF ORO VALLEY, PIMA COUNTY, EL CORREDOR ARIZONA. RAINWATER HARVESTING PLAN OV1213-14,OV113-014 REROV912-001 REF:(0)12-071 CYPRESS PROIECTNO: 13.007 WATER HARVESTING PLAN �pND5C4 NO. OATf NEVISION BY �/�� :stria,, a •°,,1sna f V V2 '!b 's- "TEL /� 4+ suit north country club road 39811 � 1yJ J suite p9 37624 ERIC R KEVIN M. BARRETr P: 520., 1.520na 85716 HALL c Or M��' " CIVIL DMENTp;520.991.5213 4, „-, _°, sr e: kmhall@cypresscivii.com �q„ ^• '?°�� MATCH LINE 15 EF, sSHEET g a — I I i 90 NEW 2-25 LF 18" HDPE 1 0) OUTFACE ¢ 'Du c9 PIPES 0 iu)&< ?: � S=2.0% n Q o 0 INV �� U��U o INV2646.00 mom= I0 rN OUT=2645.50 0 a a NEW STORMTECH MANHOLE INLET! STRUCTURE NEW 18,000 CF'j (l 11 l l I UNDERGROUND - DETENTION SYSTEA PER STORMTECM-f I SC-740 CHAMBERS! SYSTEM DESIGNED BY MR. JEFF BICKELY (866-511-6067). 1 ! 'I I SEE PROJECT DRAINAGE REPORT FOR FU HER III( DETAIL. Q1ooIN=39.1 CFS 1 Q1oo0UT=24.1 C PRIVATE DETENTION BAS TOTAL I VOL=24,839 CF I I I 100 YR VOL=15,149 CF 100YR W5E=2647 74 QIN=64.9 CFS QouT=40.2 CFS HDPE OUTFALL PIPES INV(IN)=2646.00 INV(OUT)=2645.50 Qo PWS1 1 ex. 20' pub. sewer/tele. ease. 30 Wt� per dkt.6678, p9:518 e)c 10' putt. tele. ease. ( - ' per dkL6487, pg.865 NEW TYPE 4 CATCH BASIN PER ° PC/COT STD 309 WITH 2 EF-1 " GRATES AND, FLOWGARD Jp O FIRST FLUSH FILTRATION } .0 SYSTEM , SD 4 RIM=56.10 iBJ 12' HDPE i.l; " .: INV=48.50 WSLS 1 NEW' - �8 ST RMDRAIN BI ACRE 'SD-5 MANHOLE / I. 30' HDPV1 I � t � t 1� �- l i I I.•-+ �1� /- 1 j S6 18" 1 s, I S@1 HDPEt I --- ,� PWS19 d A=3.44 ACRES 1 \� s , / 1— 31A CFS - -F�l1RE COMMERCIAL � I � f L AREA rtf.lr � I I I NEW / , — 2-35 LF ,18" HDPE,1 EQUALIZATIONNEW TYPE 4 I }_ PIPES 1 CATCH BASIN' PER PC/COT'STD ° m 309 WITH 2 EF-1 , + GRATES AND % Cl 6.7 CFS— -_PWS4 . , — _ OAS N PER PC COTSTI � �-- 5D-1 �— - L.. i -i s t7 .. ----- � ),- - �1g" � ,. v � 09'INITH EF-1 ---- °-FLOWFLUSN r•-� `r /', �---------------------- , • ` �,# � .. ' � * ' : . �, RATES At4D 1 :. �IL CARD FIRST �' .,'. C LUSH FILTRATION - IL ° ° • Sy EM = i l - - LIN�VISTA BLyD. �—T��I�Ipd6R'ROUT '1��5W PIUBLIC STREET BK 2 PG 130-ROADS MAPS SITE ADDRESS OWNER/DEVELOPER ARCHITECT 9600 N. ORACLE ROAD BOULDER ORO VALLEY LLC STG DESIGN ORO VALLEY, ARIZONA 85737 PO BOX 43426 1820 EAST RIVER ROAD, SUITE 230 TUCSON, ARIZONA 85733 TUCSON, ARIZONA 85718 ATTN: MR. ROSS RULNEY ATTN: LEON WESTERBECK DATE: 2013.12.26 P: (520) 850-9300 P: (520) 577-9511 E: ROSSRULNEY@GMAIL.COM E: LWESTERBECK@STGDESIGN.COM G.&S. R. M. TOWN OFFORO VALLEY, PIMA COUNTY,' EL CORREDOR ARIZONA. RAINWATER HARVESTING PLAN OV3213-14, OV113-014 REF:OV912-001 REF:(0)12-071 CYPRESS PROJECT NO: 13.007 WATER HARVESTING PLAN �- HDO PLAN LEGEND W. DACE REVISION 9Y GENERAL SITE o pi a va°`°"°) \ A 3 FLOW ARROW ARC STUDIOS WQ 'k? 'n �•• S S 2102 north country club road " 1/ V 39813 S 1`• suite p9 3T510 5781 N. PNc88 Am•w ERIC R. KEVIN M. ,,,,,,,�,„•„•,,, Scale: 1"=40' C.I.=1' T°non.Arie•m85)18 9ARRETT tueson,arizona85716 HALL p OF Lp • - _�_ P: 570.5a7.9655 12/19, CIVIL I)E L O P M E N T 520.991.5213 1 W782-5W REDER TO ASSOCIATED GRADINGDLANDSCAPE AND IRRIGATION PLANS TO 0 0' 8 20' p _ +a, 5 "`• P f, `' FT e: kmhall@cypresscivil.com `m�� � hndscapea Eesgn. us RT ONAN ACHIEVE THE RED UIREMENTS0,7TF1EOATERHARVESTING PLAN C 01N"D"'K"�°� Donde,V �O•�°a061SQ— .. ,.4 <.-... ARCST 0S.INC.ANDCYPRESSWLOEVELOMPENTRETAINS MGHTSTOTHESERANS. PLANSWYT TSEREPRODUGEDWITHDVtM RAPPROVALOYARCSTU-l_NC.ANDCMLC LDEVELOPMENT EXPIRES 9/302015 �i•`'s'� I'+`�4 �r oaf -del' �O��Y,w'-�� `= `•r�� � P'9 -•'•11a yam,,/ 0° Aw .; /-� �ti r d' `.ice /�) 1 J. ��►° a�'1!�i 1�` / 1°0 1 S' ll 9Y. a `18��A�I ii t�� 4 •. C� ��®� �. Pi° OpJ•� � � e , a �• F�i 'r.'• S �i y� N�4:. .e� ram,. ..� i•1,f+�\ .::1®CR , 1 ,LA