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- ' oPo JP��EY AA%ti94961Ite TOWN OF ORO VALLEY DEVELOPMENT & INFRASTRUCTURE SERVICES DEPARTMENT 11000 N. LA CANADA DRIVE, ORO VALLEY, AZ. 85737 PHONE: (520) 229-4800 FAX: (520) 742-1022 www.orovalleyaz.gov/dis -UNDED 19�a 1.2 GENERAL APPLICATION FORM Office Use Only OV Case #: Application Type: ❑ Major General Plan Amendment ❑ Final Plat RARTIFig.❑ Rezoning/PAD Amendment ❑ Pre-Application ❑ Planned Area Development ❑ Zoning Verificatio 5 K 5J ❑ Conditional Use Permit ❑ Sign Criteria ❑ Zoning Code Amendment ❑ Sign - PAD ExemptilBy't ❑ Conceptual Site Plan ❑ Master Sign Program ❑ Conceptual Public Art ❑ Communication Facility—Tier l and 2 Minor Conceptual Architecture ❑ Communication Facility—Major Cl Final Site Plan ❑ Revised Development Plan ❑ Conceptual Landscape Plan ❑ Other Subject Property Information: Address: I 56 d1/41.egodite,L5 et? , Parcel/Tax Code: Subdivision/Commercial Center Name: 17b0V90 Book/Page or Sequence Number: Lot Number(s) Legal Description: �,." "tom"�,r, Section/Township/Range: L E 1I4`1,TC�.0�r.�e-t P* 0T14, PiengrArea of Property:p7•V.► AL,. Existing Land Use: L%AWA$gtOft...- Proposed Land Use: ectivAeleciAl. Applicant Information: * If more than one, attach list Applicant *: Name: 5e6S7 frotooktajl Firm: �,�..L.. '� { OAk 7 Address: %10"t E. Ati1I4L J141Prt%tr 100 City: r 1X State:Az Zip:. IVS— Telephone: 62.2.4 .610i Fax: Email: 15444CSIrdSalle ktinke .1.".(-AAA Property Owner(s) if different from Applicant *: Name: Firm: Address: City: State: Zip: Telephone: Fax: Email: Consultant*: AM1 TIF..Cr (Discipline) Name: ASW.7i Firm: vii7 Al (io1 Address: 50([ E. ( t 444 .T M07 City: M -A10( State:AZ Zip: Telephone: izte2.17.fez Fax: Email:Zwtst44 14EIT.a$tnGe'Dr7(•ihow cem Project Description/Narrative: I hereby certify that I have read and examined this application and know the same to be true and correct. I am the owner of the property or the Owner's authorized representative, and if not the owner, I have obtained the owner's permission to perform stated work. All provisions of laws and ordinances 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 requirements. 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 issuance of permits. See attached list of agencies. X ‘'/) Applicant's Signature Print Name Date Important Note: All submittals received after 4:00 p.m. will be processed the next day Submittals will be rejected if: • Not folded using Pima County fold &collated; • There are missing items on the checklist unless otherwise approved by Planning Division Manager or Town Engineer. • Re-submittals cannot be accepted without a transmittal and a written narrative summary describing the purpose of submittal. 7 r 1.3 CONCEPTUAL DESIGN REVIEW PACKAGE - SUBMITTAL CHECKLIST: All submittal requirements are included herein. Please note additional site specific information may be required. ❑ Fees (Refer to Section 1.4 Fee Schedule of this process guide) ❑ Traffic Impact Analysis (4 copies) ❑ Public Outreach Report (see Section 1.4 of this process guide) (2 copies) ❑ Alternative Parking Analysis, if applicable (2 copies) ❑ Narrative providing a brief description and overview of project (10 copies) ❑ Letter of Authorization from property owner(s) (2 copies) ❑ All items included in Section 2.0 and Section 3.0 Submittal Type ❑ Full CDRB Conceptual Design Package: ❑ Written response to pre-application comment letter(6 copies) ❑ Conceptual Site Plan —Size 24"x36" (10 copies) u Conceptual Landscape Plan — Size 24"x36" (10 copies) ❑ Native Plant Preservation, Salvage and Mitigation Plan — Size 24"x36" (2 copies) ❑ Site Resource Inventory—Size 24"x36" (2 copies) ❑ Conceptual Architecture — Size 11"x17" or 24"x36" (4 copies) ❑ Conceptual Public Art— Size 11"x17" (4 copies) ❑ Preliminary Traffic Impact Statement (2 copies) ❑ Pima County Waste Water Sewage Conveyance Letter (2 copies) u Offsite Drainage Conveyance Letter by downstream property owner (2 copies) Conceptual Architectural Design Plan (Only): u Formal Submittal — Size 11" x 17" or 24"x36" (4 copies) ❑ All items included in Section 3.0 of this process guide. ❑ Conceptual Public Art Plan (Only): u Formal Submittal —Size 11"x17" (4 copies) u All items included in Section 4.0 of this process guide. The following will require additional fees. Please contact the agencies below for additional information. ❑ Pima County Wastewater Management - (520) 740-6609 ❑ Pima County Addressing — (520) 740-6586 ❑ Arizona State Museum (see Section 3.2 of this process guide) — (520) 621-6320 ❑ Pima County Department of Environmental Quality — (520) 740-3340 ❑ Signed notification of potential state or federal issues (see Section 3.1 of this process guide) 8 OQ-O,p0LEY ALQjAito„ 'G 3.0 SUPPLEMENTARY DOCUMENTS CVNDED 191 a 3.1 ADDITIONAL NOTIFICATION In addition to the Town of Oro Valley (the "Town"), there may be other jurisdictions affecting development of this property. If a property developer waits until late in the development process to contact other pertinent governmental agencies or bodies, additional expense and time in coordination,redesign and development may be a result. Examples of other governmental agencies and/or bodies that may have overlapping jurisdiction over this property include but are not limited to the following: Federal: The United States Department of the Interior, Fish and Wildlife Service is responsible for Endangered Species Act compliance,etc. Please note,habitat has been designated with the Town. U.S Fish and Wildlife Field Division 2321 W.Royal Palm Rd.,Suite 103 Phoenix,AZ 85021-4951 Phone(602)640-2720 Fax(602)620-2730 The United States Corps of Engineers: This agency is responsible for management of jurisdictional waters,etc. Section 404 consultations may be required on properties that contain washes. U.S.Army Corps of Engineers 5205 E.Comanche Davis Monthan AFB Tucson,AZ 85707 Phone(520)584-4486 Fax(520)584-4497 State: Arizona Department of Environmental Quality: This agency has multiple responsibilities. Please contact directly for further information. ADEQ 1110 W.Washington Street Phoenix,AZ 85007 (602)771-2300 County: Pima County Department of Environmental Quality: This agency has multiple responsibilities. Please contact directly for further information. PDEQ 201 N.Stone Avenue,2nd Floor Tucson,AZ 85701 (520)740-6520 Please be advised, issuance of a permit DOES NOT, nor should it be construed, to imply compliance with Federal, State or County regulations. If you have any questions concerning your responsibilities under federal law,please contact the applicable agency. APPLICANT NAME: 601.d AN cic4 CONTACT PHONE AND ADDRESS: 602 -631. 6 to/ /7o7 /I 41 4. /Z), �i.c /�'Levoie SITE LOCATION: f g/-/ , c.1�. s 4/5 F PROP D SE: Ae_#4; 1 / %x vy c_. 7/i//, pplicant Signature Date Case/File Number 26 °- o_EY AA�oy 4.0 ORO VALLEY CONCEPTUAL ARCHITECTURE ,` CONTENT °UNDER 191A The Conceptual Architectural Plan is one of the three primary elements of the Conceptual Design Review submittal and is a required element of all non-residential as well as subdivision model homes and custom home projects in Oro Valley as specified in the Oro Valley Zoning Code Revised. Review of project architecture entails the following two stages: • Conceptual Architectural Design • Final Architectural Design Conceptual architecture must be reviewed by the Conceptual Design Review Board (CDRB) and approved by the Town Council, except for model home architecture and custom homes. Please note that a separate application is required for final architecture. 3.1 Plan Format: Submittals must include printouts on paper no larger than 11"x17". All submittals must be folded to 8 '/2" X 11" and collated. Also, an electronic version of all submittal materials in PDF format are required. 3.2 Plan Content: 10 copies of the following (except as indicated): - Narrative describing how architectural Design Principles (see Section 22.9.D.5) and Design Standards (see Addendum "A") have been met X- Color Renderings of all buildings, structures, and elevations clearly depicting overall building composition, fagade design elements - Size 11"x17" folded to 8 1/2" x 11" in size (2 copies) X Preliminary Color and Materials Palette for all elevations of all principal and accessory structures and site walls; this shall include roof material, accents, wainscot, etc. Note: Photographs of proposed building materials is required, actual materials (i.e. materials boards) will not be accepted (2 copies) Vignettes of the following: OnehAvArnes, vV3L i . A-iai iQ'°0 i ,41 SE U�"w/�l o Overall building composition o Entry building and other structures o Architectural features and fagade design elements X Building cross sections with floor elevation and heights (including roof, parapet, screening, and architectural features) Site cross sections depicting overall topography in relation to neighboring property and existing grade line X Site photographs of the project site and adjacent properties illustrating the relationship between proposed development and adjacent development/properties (2 copies) X Electronic version of all submittal material in PDF format (1 copy) 28 San Dorado — Shops F Context Photos DRB Submittal 07.13.15 dMyln �e t i •• .,; tea a _ .. Image #1 ti ff^ Image #2 4 to 4 1 � a Image #3 rF.. Image #4 of 4014 rtx may, Image #5 Image #6 d r. • M 111,ijk 401, , , Image #7 P x t4 • M i � i► .� Y � ► t. r t..� . 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F e-crow.aluminum reflects worn a 955', e W . :,a: i. 4.... s 4 m rnum rel..level. cats PST-2 17' 17" 8" 400 W 40 U i The versatile second generator ParkingStar 11 luminaire ParkingStar II is offered m several IES distribution patterns High lED combines low-profile styling and sleek architectural lines with efficiency photometric perforrnarhce and exceptional uniformity ES 31.3 a614.14 advanced optics and maintenance-friendly ergineenng wah the and control allow the use of fewer fixtures and poles with wider ease of tool-less entry The flat Am IES full cutoff luminaire is spaangs.providing substantial material,installation and energy Segmented Certrfied by the International Dark-Sky Association to limit light cost savings without Ight trespass relleGtg pollution for neightorhood-fnendty outdoor lighting An economical luminaire that can be utilized as a pole mount. H66d-PLi COS HID 02-111(3-RTS I _Wl-362-SRr The compact.die cast housing features soft,rounded contours wall mount flood light or ceiling mount fixture,the ParkingStar II et• ES Npe nl or V • IES type t s w Ill ~with stylish accents fora contemporary,upscale appearance. a ideal for shopping centers,parking lots,sheet lighting and Durable powder polyester coat finish is available in a wide general area Ighbng,A wide selectionof fight sources from 70 a l 1 ro..tor Selector eta array A architectural colors to complement a wide variety through 400 watts are offered.Convex Bns A available where ;,.of applications light trespass restrictions do not apply. L " -.._-F... Lamp 4X =LED..(neutral wt.) TYPE SA me=Meta hxacfe }1lQ Photocell&Receotade Parkin Sta r I I Q Hi's-High passe sodium '°" PST-2 Hvdrdorrncxl 120 Bdt-on Arm 6" Bronze filet Glass Tyypet 70 PS,HPS (1) (BOAS) lei) '4•<xy v g Sl7'rradiwT:box _—[17$Cm]oiereeei.. R/H) (70) (PC 20) (PC208) 208 Bott-On Arm 10" Black (PD24D) (PC277) HID •`b`} sea.see.18=rpgW base P.,:::`,.:?` Type 11 210�g PS,HPS (2) (BOAtO) g;K) (PC480) Ot =aouction �_�� E .... (T Photo Receptacle Housing Mounting p lone °°_c s e��r '�U r.y skr.n Typ III 150 PS,HPS 240 Knuckle Mount White "'"""^'•J,� •Rugged,yet stylish one-piece die cast,soft-comer aluminum •Pole mounted fixture Wilizea rounded extruded aluminum,Bolt- C C S= N E ^ N E- (T fly{) OM) (3) MSS We (PER) housing wlm architectural accents.and cod-less entry for ease On Arm(BOA).with an in-pole rim plate,secumg two half-Inch r•�j c�1 Quartz Restrike of maintenance running bolls. t cMn W — i -- SkranA.nted 200 PS 277 Trunnion Mount Forest (DR) •All external hardware is rust-resistant stainless steel •Wall mount,flood light and ceiling mount options are also Type III (250) (4) (TM) Green - R3) 250 PS,HPS (FG) Lens and Door Assembly available. ' _ as.,.. — TYPE SB TYPE SC Type IV (250) 480 Ceiling Mount s. :w •Die cost external door frame is fully equipped with one-Piede Electrical Assembly "" (14) 320 PS (5) Wr.,".... Grey (SF120) (SF277) extruded silicone gasketing sealing the door frame against •Au ballasts are premium-grade HPF regulating autotrensfonners calm WpkaUcmr,ea cora,scrors w 43" (SCM) (G1'1 the housing. Ballast is capable of providing consistent lamp starting down to E (3201 (DF208) (OF240) tempered dear safety glass(convex optional). -20°F Available in • 20.208.240.277a 347 a8savnikxve C U T V M Tab DF4 •The lens is a fiat hem ''0rr" 400 PS,HPS ""• Wall Mount Silver ( �) zsn.mwHrrc (4001 P .a^° axwel House Slde L lit Shield Optical System •Pulse Start Metal Halide(PS) CorNW taCr,ryipelhet s,uaemaboYaS Ce ---`1 Og -- N;�, (TS) ()(SI °s- y Metallic 0.SIg •Reflector is precision hydrofarmed or CNC cut and bent and •High Pressure Sodium(HPS) frrxs F �`L� Q — (6) Cr..) AZ' made of multifaceted,segmented,highly-e�cient reflective t1➢gG.Ligh{ soo sums. Convex Glass Lens •Socket is glazed porcelain medium or rtogW base with nickel- e Z _ z4w _ a cr.., alluninum.Available in several IES distrbution patterns Narrow 347 Custom (VLCG) •Tod-less reflector entry platetl contacts rated at 4 kV and 600 V e w e N,_,W J$Cnl] (HF) (8) Color Prismatic Drop Lens Options r-E U 1 1 L 1 (CC) Owli-Owrd°Finhb Smite l22 tortswtyes o..egot�..g. t0(n Wide (FADE) •Photocell&receptacle •Convex glass lens •The finish is Quail-Guard...red,dhemrcaB treated through • MeetlMAan GJ e J and l054. ( ) """"""0 a' Cast Wall Plate y g •Phoro receptacle •Cosmetic drop lens 7 e 0 D N :=vod.w a multiple stage washer,electrostatically applied,thermoset ., j� 0 E (BAWD) •Quartz restrike •Cast wall plate Avatle vaoNdRAl Goias...able. U yetlxtdCanoox " polyester powder coat finish,with a minimum of 3-5 millimeter .Fusing •Round pole plate adaptor N Z N Symmetrical "- '�^ Round Pole Plate Adnrtnr thidmess Finish is oven-baked at 400°F to promote maximum Y •House s,�light shield > Boni W M (Sya4) (RCP) adherence and finish hardness.All finishes are available in BSC Ballast agnoto vodur..'Con.?Coen - W ,,,, ' sfaMard and Custom colors. Please consult factory for custom options. B6C:BoNOst&gnxaroduies wsn•Cmnex`system J H •Finish!s guaranteed for two(2)Years. N. tonparer.l cordwme Z ....,,, ....>,a_ .s...d,.y�,.u....A.�e=7.-.-,,......=r"wea.+17«...:,'-,+.:h LisOngs (ate, LU w r ;B PAmtegarAR s reoLUX CURVE •ParkingStar II is``,.�-listed,suitable for wet locations E U 3 I$IRNAINE IIRNTIN6 s ,98*. TYPE li •Dark-Sky Friendly"full cutoff certified by the lnternafional ^t+.3 m cis PULSE START HLFG Dark-Sky Association(flat lens models only). too YATTS co •IOA compliant r 1 r•.teacvckx+eYghnny corn wow ackxeaymng cyr f'7,__.Z 32 " cote Sp are 2e x •Powder Coaled Tough ) N : � .:. nud tgw toss Faag=too .Vis,n-„Reflector System(tl5 Patent No 7:213.948; `Aounixy Hey''28 fi 4,ar,gemeM 5ngb J PAR..IARa1130LUXCURVE fin,i'°'.e do�.YlBar 24" TYPE IV Parking ■ 'eId PULSE START HLFG + 4•'e1Sq OceanWalk Round /2t{a.. Scale.i.L. Son Srian rim ugM casts=wa,r='°° CF HID ° q E Mgrag Height m �N O E , Mang..Single �w«orb Dimensional Drawings N� CV 9 ! (V D Bolt-On Arm Detail Cast Wall Plate Adjustable w +a ease ai Fau�r a__ j Knuckle Mount 0 RPP'Cast Nut plate s aluminum v ,. '.J. CC radrused pole a f Pr0 W plate adaptor ix-I ' for roundu TA E to Poles r .- v_Ili 1 U 04sao ti Iv Oro= lel < Snro 'For use with standard ... " .-- u U i Fixture A B Max.Watts Lbs Z 1 ,Anti w,P°awr Bolt-On Arm 2 OWN-1 6 or 8' 36"or 42' 100 W 40 °Op OWN-2 C or 8 36"or 42- 100 W 40 J n PST-2.5 1 Cr,x 5.ID:i x 2 wide BAW tO cal x 8','wide Slip fits over 2,O D. •OVVx 2 w/COG est. i L Q EPA Data The OceanWalk-Round series of arch lecture,bollards combines finish'.Durable..val.-Guard.textured thermoset polyester powder contemporary styeng with durnbie vandahrea start construciron a. sal,avertable m a selection a architectural w wstom colors FIN.Is Fixture with Arm smooth,low-level 380.degree symmetrcal liraniration with ave28ble guaranteed fiat icon l2)Years. cutoff opt and Is an excellent choice for walkways.entrances, PST-2 1.: 4. .7 .1 promenades plazas.courtyards.driveway,,,,,,,,,, pedareas der'Chace mcUt glass of larradnbrIPm¢rilofgd da aluminum., �1 �� •is ti Lens Clear hghrmpact resisW t acrykc with silicone gaskel,ng bra 1 •� �•• ✓. weather-tight seal An internal light hleb is available. Lamp:Av....Compact HoOrescent(26 to 42 nada)air.HID a90 0 E ;G� y.:r•uicinust RC Itr urimf: 9Of v /fSt6)1F1h6W10 irtie'{3r6Y2iree sources(50 to 100 vmttcj are offietl.including Pulse Start Metal Mande O ::•;,;;.,;.....*:',. •%.. www.oara¢ght gmin Housing Extruded alumnum housing in 6-aM 8-diameter sizes. for superior efficiency lumen manterence and color re.itron. r r .•w xk Heavy-duty cast aluminum base plate concealed with,shaft is ',•'.v, Ba..I HID-Prentium HPF r Who aadrar■f,nrwu axaaade n HQ,' x+':•.rw a-s`T•:rw designed for standard anchor look mounbng to a,,,,geld babe.329'x a9. 9c - ,'". 12-eaivail zeta anchor OokS came standard Opt ari Vardafieslstam Pressure Sodium or Pax Start Metal OHL, volts 5 to 80 Hv with , a..;,.4 b•-'� Base available electronic uarekxmH operates al 120 thru 27 i volts SU l0 80 Mz.with --- ---- - +x' a 90`-o power factor and s ratM Nr-20°C operation. OWK-1 4'Round P recline HI PS HPS 120 Anchor 6:sop 6rcn2C F•uslna �r,i';.-vr Reflector `'0 (ri Is) (1) (ABI (ezl ,v a x 36' (PW (5D1 ++yy�� •- ..., (6RM1 208 Black (5F12a1'(SF27J) 42" 70 (2) 18K) MF208)(0E2401(DF680) OWK-2 IBRRI n0) 240 White Internal LiM(Shrt'td ,., ° Stack Lauver i00 IS (WHI OL 1 Reflector n00) Emergerxy BaBery Pack (SLR) 277 Forest Green"`�mw,.x.•..uss,:,�i,.m-.::,... Compact Cr (4) (FGI 9(EBB .as `�I' (CF) Coo Weather (8R38) » <0 000 4) G(ey L_J �~»� s!rP (b) (Gp Battery Pack 42- Type V Glass (282DT) cn.�,aaWjn`"'wu'c is:mow:..�. MR42) Refracts 26x2 M-Tap Sill�Atetalllo (CLOP() I;G�Rb) .........i+.e°a Vandal-Resistant Base (2eor:l( r e''nm Custom Color NRB7 (CC) 32 (321T) 347 3 s.R.^4» d es+° Te Cutoff Grill 2x2 ,�e rIC0G "y (92x2 120.277 \ ?Z vw -12 t ' NN 42x2 Irh•` „ ■ 4 ,. (in 322) r.,.. ........., rr--e lirx _ 1MM�Ar�R1b10Y•Rw+c �wgax CA:, Pathway ISIRN IRE EICNNG 03002 14182 d SAN DORADO Sit Li h inIfi , G KITCHELL e t g g TOWN OF ORO VALLEY, ARIZONA 07.13.15 Butler Design Group,Inc architects&planners Bench D3 - Pedestrian Directionals Keystone Ridge Located along 1st Avenue to direct pedestrains READING series and cyclist to the wash trail and civic space. color: Height: : ;:t::f panel Sign Area: 16" Letter Height: 1.5" I r M. CHAMPAGNE•349/68780 1'6" • I 16' • \ s\\ ' ' \ , lbeiry 5- ',if. vv � ss•s t hsd ,. - 1. r( Trash Receptiacle -,. .A with Ashter: ,,T.r. , Keystone Ridge '• = ,i„- D3 - Pedestrian Directional READING series Otii ti , 1 color: III . : Mks 41.111r;rit... -..,./.;..''''' c, ...:-."'"4. .,, - ,, _ ‘,, . , ' �.4• ,_. _:,__ _ _ --- '2\ CHAMPAGNE•349168780 s x Pedestrian Directicxnais , lc,. IPHlPF 411• 1 1 74 imm. SLLu • esBlke Rack d Slump Block Base with Concrete Cap Keystone Ridge color: Adobe Buff- Block READING series Sandstone - Cap color: Ill I . 11 11 CHAMPAGNE•34916878C 14182 TTfli. SAN DORADO Site AmenitiesrIMITT11, lic!Ill rn TOWN OF ORO VALLEY, ARIZONA 07.13.15 Butler Design Group,Inc architects&planners Kirschmann, Robert From: Brad Anderson <BAnderson@kitchell.com> Sent: Friday,July 17, 2015 3:06 PM To: Kirschmann, Robert Subject: San Dorado Shops F Art Phasing Attachments: Public Art Phase.pdf; Public Art 09-19-12.docx The 1st Phase of the Public Art was sized and priced in order to accommodate CVS,Shops B,C& D and Pad E. All of these buildings have been constructed with the exception of Pad E. The 1st Phase Public Art has been installed and accepted by the Town. The 2nd Phase of art was to cover Pad I,Shops G & H and Shops F. This 2nd Phase is planned to be installed at the rear of G & H and will require some additional hardscape that is planned to be constructed in association with G&H. I would like to request that we be allowed move forward with the construction of Shops F and delay the construction of the 2nd Phase of artwork. This would then be a condition of constructing G&H. If that does not work, please let us know if there is an option to bond the 1%valuation for Shops F until such time that this 2nd Phase can be constructed in association with G&H. Please let me know if you would like to discuss. Thanks. LKITCHELL Brad Anderson, Director of Design and Construction Kitchell Development Company 1707 East Highland,Suite 100 Phoenix,Arizona 85016 0: 602.631.6101 I C: 602.390.3178 1 'gQD Dg 109D Board/Commission/Town Council Notice Form OV Number: QU 1.5 M LP Board/Commission: C .OR.e) Date of Meeting: 1111/5 9 15 Day No tice tice Deadline: 1715 Publish in Daily Territorial Newspaper: Submission Deadline: Ad in OV File: Emailed to DT: Cost of Publishing: Publish Date: Publishing No: Publishing Placed in O Folder: _ Emailed Project wager: Affidavit of Publication: Town Clerks Copy Folder Postcard Notification Boundary: Notification Feet: _ Total Residents: Emailed Project Manager Date Mailed out: HOA's Notification: a .QA' D41 Total HOA's: Emailed Project Manager Date Mailed out: 1 Di) Property Posting: /J / Gave to Inspectors: Town Posting: Date Posted: r � Town Website Posting: 1: )0 Date Posted: /1A Emailed Project Manager Notice Map Placed in OV Folder: Calendar Invite Updated with items for meeting: 4 NOTICE OF PUBLIC MEETING Conceptual Design Review Board The Conceptual Design Review Board will hold a public meeting on Tuesday, August 11, 2015, 6 p.m. Oro Valley Town Hall, Town Council Chambers 11000 N. La Canada Dr. Oro Valley, Arizona Conceptual Architecture for the San Dorado commercial development, Building F, located within the Oro Valley Town Centre at Rooney Ranch Planned Area Development, on the east side of Oracle Road and North 1st Avenue (0V1500864). The meeting will be held in the Town Council Chambers. The public is encouraged to attend and will be invited to speak. An agenda for this meeting will be made available at least 24 hours prior to meeting time and can be viewed at www.orovalleyaz.gov. For questions and additional information, please contact Robert Kirschmann, Planner at (520) 229-4836 or rkirschmann@orovalleyaz.gov Posted: 07/24/2015 Time: 2:00 PM By: rmf \\SILVER\permits\PERMPLUS\DOCS\OV1500864 CA San Dorado Bld F\CSP\CDRB\Notice\CDRB Notice.doc o Conceptual Site Plan and Conceptual Architecture Conceptual Design Review Board Staff Report "�1DED al PROJECT: San Dorado, Building F CASE NUMBER: OV1500864 MEETING DATE: August 11, 2015 AGENDA ITEM: 3 STAFF CONTACT: Robert Kirschmann, Planner rkirschmann@orovalleyaz.gov (520) 229-4836 Applicant: Brad Anderson, Kitchell Development Company Request: Conceptual Architecture, including landscape plan Location: 10556 N. Oracle Road Recommendation: Recommend approval, subject to conditions in Attachment 1 SUMMARY: The applicant requests approval of the Conceptual Architecture for a freestanding building to be located within the Oro Valley Town Centre at Rooney Ranch Planned Area Development (PAD), on the east side of Oracle Road and North First Avenue (see Attachment 2). The building is proposed on 1 acre portion of the 141 acre PAD. The project consists of a 6,000 square foot building, outdoor patio, landscaping and parking. The proposal has been reviewed and is in conformance with the Planned Area Development zoning, the Design Principles and applicable Design Standards. The applicant's proposal is provided as Attachment 3. BACKGROUND: The property is zoned Planned Area Development which allows the proposed commercial building. The site is located within a larger planned commercial property, which is currently under development. To the north of the site are several new multi-tenant commercial buildings. Areas to the south and east are vacant and west, across Oracle Road is the Rooney Ranch PAD (Attachment 4). Approvals to Date 1980: Subject property annexed 2002: Subject property rezoned to Oro Valley Town Centre at Rooney Ranch PAD 2012: Oro Valley Town Centre at Rooney Ranch PAD amended OV1500864 San Dorado, Building F Page 2 of 4 Conceptual Design Review Board Staff Report DISCUSSION / ANALYSIS: Conceptual Architectural Design Principles, Section 22.9.D.5.b. Design: Building architectural design shall be appropriate for the climate and characteristics of the Sonoran Desert, including indigenous and traditional textures, colors, and shapes found in and around Oro Valley. All development shall maintain and strengthen the high quality of design exemplified in Oro Valley. Staff Comment: The building incorporates traditional and contemporary southwestern elements, shapes and materials. The proposed architecture incorporates variation in colors and materials, which reinforces the high quality of design established by the other buildings within the PAD. The building continues the overall design theme of the San Dorado development by utilizing the same tile patio roofs, wood accents, arches, and colors. Scale, height and mass: Building scale, height and mass shall be consistent with the town- approved intensity of the site, designated scenic corridors, and valued mountain views. Buildings shall be designed to respect the scale of adjoining area and should mitigate the negative and functional impacts that arise from scale, bulk and mass. Staff Comment: The single-story height is consistent with the building height limitations of the San Dorado development. The maximum 26 foot height is lower than the 40 foot height allowed by the PAD. In addition, the height will be compatible with the surrounding buildings. As the site is at one of the lowest elevations in Town the building height will not negatively interfere with views of Pusch Ridge. Façade articulation: All building facades shall be fully articulated, including variation in building massing, roof planes, wall planes, and surface articulation. Architectural elements including, but not limited to; overhangs, trellises, projections, awnings, insets, material, and texture shall be used to create visual interest that contribute to a building's character. Staff Comment: The building design incorporates vertical and horizontal articulation, adding to the visual interest of the building. The proposed architecture includes roof and wall plane variation and material and color variations which contribute to the building's character. Overhangs, arches, patios and trellises have been added to provide interest on all four sides. Screening: Building design and screening strategies shall be implemented to conceal the view of loading areas, refuse enclosures, mechanical equipment, appurtenances, and utilities from adjacent public streets and neighborhoods. Staff Comment: The refuse is screened in accordance with the Zoning Code. The loading zoning is on the east side of the building and not visible from Oracle Road. Screening of mechanical equipment will be confirmed during the Final Design phase of the project. A screen wall will be provided along Oracle Road to prevent vehicle headlight glare onto the adjacent roadway. OV1500864 San Dorado, Building F Page 3 of 4 Conceptual Design Review Board Staff Report Landscape Plan The landscape plan features the required parking lot island plantings. Potted plants will be provided adjacent to the building. The landscape plan includes plants which by code are restricted to courtyards, east and north elevations of the building. A condition of approval has been included requiring the plan be modified to comply with Addendum C. The buffer yard along Oracle Road was installed as part of the overall commercial development. As conditioned, the proposed landscape concept has been reviewed and conforms to the Oro Valley Town Centre at Rooney Ranch Planned Area Development and the Zoning Code. Water An informational condition has been included requiring the applicant to submit a separate water improvement plan in conjunction with the Final Site Plan. PUBLIC PARTICIPATION: Neighborhood Meetings The Development Plan for the site has been previously approved and neighborhood meetings held in conjunction with that application. A neighborhood meeting is not required by Code for Conceptual Architecture. RECOMMENDATION: Conceptual Architecture Based on a finding that the Conceptual Architecture, including landscape plan is in conformance with the Design Principles and applicable Design Standards it is recommended that the Conceptual Design Review Board take the following action: Recommend approval to the Town Council of the Conceptual Architecture under case OV1500864, subject to the conditions on Attachment 1. SUGGESTED MOTIONS: Conceptual Architecture I move to recommend approval of the Conceptual Architecture, including landscape plan for San Dorado Building F, subject to the conditions in Attachment 1, finding that it is in conformance with the Design Principles and applicable Design Standards. OR ( OV1500864 San Dorado, Building F Page 4 of 4 Conceptual Design Review Board Staff Report I move to recommend denial of the Conceptual Architecture, including landscape plan for San Dorado Building F finding that it is not in conformance with the Design Principles and applicable Design Standards, specifically ATTACHMENTS: 1. Conditions of Approval 2. Location Map 3. Applicant's submittal 4. Zoning Map Bayer Vella, Planning Manager Attachment 1 San Dorado Building F Conditions of Approval Planning Conditions 1. The Final Landscape plan shall comply with the types and locations of plantings as specified in Addendum C. July, 13 2015 // 0 Chad Daines,AICP Principal Planner Town of Oro Valley Butler Design Group,Inc 11000 N. La Canada Drive architects&planners Oro Valley,Arizona 85737 Re:San Dorado—Shops F Dear Mr. Daines, Below is a Narrative description for the new Shops F building at San Dorado we are seeking approval for. Narrative: The proposed Shops F at San Dorado building is a single story masonry structure located at the South End of our development. The architecture and building lighting will directly mimic the existing buildings. Integral color EIFS, precast concrete, slump block and tile roofs will again be utilized to accentuate the design. Arched soffits, arched parapets of various heights and cornices will help highlight the building elements. Site landscaping and hardscape amenities such as benches and refuse bins will match the existing products. -John Meissner Project Lead, Butler Design Group Attachment # 3 EIFS.DE NEW CORK DARK BRONZE ALUMINUM STOREFRONT (IFS.DE NOMADIC TAUPE —_ CDI PRECAST.DAVIS-SANUST ONE' (IFS.DE VERANDA GOLD MORTAR NW&tED SLUMP BLOCK REDLAND CLAY TEE'ADOBE BROWN BLEND' STEEL CANOPY Ot.bt M'A WA.*i —W000 CANOPY.MON WOOD STAIN•CHARCOAL' EWS TIE NCMMOST TAUNT EIFS OE VERANDA GOLD CDI PRECAST COLUMN FUME' r� >a,`"'- "f0.LOIBllftl,B1CM7 'TO.'.iJRI.ILE ....." ._. .311'-4a x.,�• .r.. <.- dill, TO. T BD.GM'Grr apes: 1, _ a IDO.GAN,4 { 'r0 MrlacoT ,11' _ .} 4 r. Xi Of:... 2•I.:: ik :olio 1 _O HA.rio7� -44 COI PRECAST.DAVIS SANDSTONE'- J NORTH ELEVATION SCALE VS••r4 COI PRECAST.DAVIS"SANDSTONE' SIPS.DE NOMADIC TAUPE ____-._.___._ CDI PRECAST DAVIS'SANDSTONE' RIFE.UE NOMADIC TAUPE AD-4,,AR WASHED SLUMP BLOCK EKS.OE VERANDA GOLD MORTAR WASHED SLUMP BLOCK RIFE DE NEW CORK I.It Is Lk.NOMAD,IAUPL IEDLANU CLAY TILE'AWOE BROWN BLEND' (ITS DE NOMADIC TAUPE ----• --- WOOD CANOPY.[WON WOOD STAIN'CHARCOAL' _ .-..EIFS DE NEW CORK --WOOD CANOPY OKON WOOD STAIN CHARCOAL' r -----RIFE DE VERANDA GOLD COI PRECAST DAMS SANDSTONE' ._--.-_—.—.DARK BRONZE ALUMINUM STOREFRONT i DARK BRONZE ALUMINUM 6ttJNEFRONT EWE OE SHAGGY BARKED 1-A' TTD.GORrLGE \ i / ,s1v' ,,..: 1.N r en CANOPY w w a_ Bn.cA,NCP*q' :: , f F'S<r 1_4 , P 1 y .._ a , - 'R e ) Fr e.... ;T'i �w.�.. _ .. a l .:.'�� el-0• • L, !.{1y, w c'. �..',.. \.f! 1 .:.i! •tL•, ,{+i A ,r y4Y'f i� ,, :,y,. -ro. 17 .00 `_ <v - o cv�a�+. j._ f COI PRECAST.DAVIS SANDSTONE'S (IFS.DE SHAGGY BARKED EAST ELEVATION WEST ELEVATION SCALE VW-r-V' SCALE VC•r, CP PRECAST,DAVIS-SANDSTONE. EIFS.DE VERANDA OOLO — MORTAR WASHED SLUMP BLOCK CUI PRECAST.DAVIS'SANDSTONE ENS OF Now.,TAUPE ELFS DE NEFI CORK ------El,S.DE NOMADIC TAUPE EIFS.UE SHAQITY BARKED �----• STEEL CANOPY.DE-BLACK WALNUT yo-r` .7i y Y{p . wr 4Ta:Aire • E a «ao __a, ,T -•o.cANOPr�- ... .yo F 1 4H YAKr SOUTH ELEVATION 07.13.15 SCALE.W-Y.' WM p San Dorado - Shops F d p KITCHELL ��j First Avenue&Oracle Road Attachment # 3 Mark ii favior Town of Oro Valley,Arizona ... M11w1 Dr1 Csrwp.Mc Ar-Arcy 4 jh+24`_g" T.O. PARAPET ROOF TOP UNIT AT t _— " ._.._ BACK HALF OF ROOF'' ¢' +21'_4" . T.O. PARAPET , <_ }15,R, i r --— — TOP OF ROOF SLOPE i ,'° err +10•0' -4, �, '` " � s: tom .'ERON , _ %� r' �, ' ' --__ ENCLOSED TENANT SPACE �v ; i`y✓ `I' . r -- 8 _. •.. � y _ 3ai•Lri' .a ''''' ._ a _t . . t v a 5 it t I, Building Section 14182 LKITCHELL SAN DORADO d SHOPS F TOWN OF ORO VALLEY,ARIZONA 07.13.15 ���o, COLOR/MATERIAL PALETTE Paint Colors - BY DUNN EDWARDS `—F _ . - $ Dunn Edwards Dunn Edwards Dunn Edwards Dunn Edwards Dunn Edwards Dunn Edwards Dunn Edwards Dunn Edwards Dunn Edwards Cocoa 0New Cork Veranda Gold Ur Ridgecrest Big Stone Beach W Shaggy Barked VP Dark Sepia Graham Craker low Nomatic Taupe DEC/55,,-y r;, DE 6180 uiv 3. DE 6167 t.av 3, DE 6174[Rv 2+ DE6132 DEC771 UN 36 DE6138 DE6144 DE 6192 car Colored Concrete - BY DAVIS } q, Okon 4 Wood Stain NM i, © Charcoal ; osa2� , 1 42, Aluminum Window CPI Precast Column Davis Davis Aik Mortar Washed &Storefront Q Pebble sunset Rose 0 sandstone 1111, Slump Block-SupeilitO Dark Bronze GP30 160 51, Adobe Bolt ORedland Clay Tile Adobe Bnown Flash Blend 2241 Metal Awning © Residential Iron/Railing Dunn Edwards Dunn Edwards 14182 Black Walnut Weathered Brown DE6063•,•:r, DEC756•'4>H di IKITCHELL SAN DORADO vo____- TOWN OF ORO VALLEY,ARIZONA 07.13.15 bal.DC141,c.,�,,,x, ... .. 1 1 [ _ --Et Li ,.. . HVAC Unit '�` .w.Aels .......1, r , _.,.._ - , ,....... .,, I � Note: All roof top mounted equipment shall be fully screened by the ROOF PLAN building parapet. 14182 Eil KITCHELL SAN DORADO SHOPS F d TOWN OF ORO VALLEY,ARIZONA 07.13.15 wr"a.�a*"a •‘ --I.1 •!! 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I ALL TREES TO MEET OR EXCEED A.N.A SPECIFICATIONS OWNER ENGINEER .- "!t /. ,�� (I yJ TREES CALIPER: SIZE: CANADA DEL ORO PARTNERS THE*LB GROUP INC. \ • transformer _. ;✓ 5 ,�• i ` yj/ Fouaaere*ndens aNevi Mn 1707E HGHUND SUITE 0100 4444 a .* I OcolBo 10Am Mrt TUCE.BROADWAY BLVD. \ r I ,. r� i ( PHOENIX,10 85016 (520)6 N,AL 85711 \ \\ \\ ` •� by%•eimp �aYrY4 (601)631-6101 ( 1 520 N1-74B0 • \ B„e N mot ,il 5 = Parexrsorva Ilorwa 3.50• 4B'Box ATTN BRAD ANDERSON ATTN.DAVID LITTLE '\\\\\ \\' r' `�I / •\,� Pab Verde BANDER KITCMELL COM L� \ \ , tYP �o I • '�4a„v< Mrs4Trurlk DUTT WIBGliOUP.COM ii� Y,\iS'dY/ ' "` f ' 'I ►� ` \`' rr ,''` 4JJdIi! 111. i ��Me:A,.10 7.75' 36.Box innY ARCHITECT DEVELOPER ', \i\, +;, Iaw...9.�`�y A, 1 'i I'� O KITGHELL DEVELI BIlRER DESIGN C�iOl1P ifi., ir ■ r5017 E.WASWNG70N S7REET.B107 1707 E.WClNANI , 36'Bov PFtOENDI AZ B5034 Pl10ENUl AZ B50% I\ • ATTN-J.N MEISSNER ATTN BRAD ANDERSON \ '-- 'EX I STING \ \\v ® ® /7'�/ I I ' 'I! �• SHRUBS end ACCENTS SIZE JMBSSNER@BUTLERDESIGNGROUP.COM MNDERSONONICAELL.COM WASH5 gal. ,,.� ,. , I, ( f( 4t'e� an..er�a<ea S9aL {1 I uy RaN \\, •\� \ \ , , \\\ Y-': ^:,. i/y i I 1 iiiDeserin5ponaraNe, n 5 pal. `\ - �IIY/�Oer tS#'ems."V4 .'y�.1 ' I I I I It Ja tlirensa 5gal -\\. ~` 1,...tslatep ford. l /;/ 7 I II Agave Weoeni 59a1. protest ealshly landalcepe \\' `` 4�1'7 '1 I 1 .•.. ,`Waoen Agave and'M..n du W + # r\\ \� wnshuclbn �9 M . 7' I • I I y. yna VaruB+ra S gal \ : l "C \ vl\ \ \\ \ \,\ V\rc,?. :.� 1 I4 Doenew vamea5gaL\'\' \,\ \t1\1\\11`.\\t\\\,�\ -a� ( (, ai 1 �`� Gramltw:a.,.tY,rh■■ GROUND COVERSSIZE• 1 \ •t I R°YnD C olfiaiaYs'Pmslratui 1 gal• \ \\\\\\\ _ \ ,\\\j\ \\\\ I-, ii11Iiii I I �. 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' •+-ice. 1 Ij 11- 1 1 R San Dorado - Shops F El i ITCNELL o p L 1SKIN a AS4w'TES IN 6k) �T yAga lY+:r9 r ( , ,g, w .ra a w First Avenue&Oracle Road �� ;� #1 - Mar .A Iavlor Town of Oro Valley,Arizona w``; �::`'. `"�`°"P'a" ° PRELIMINARY LANDSCAPE PLAN r / ¢ , , \ • , \ Rooney Ranch Oro Vallee Town CentreOil 10 4 1 } ". 10, al. lir #41111 --__ 4# , , ', . # , '„' - Iiia 4 T x 411 14 Project Location__ 00 Re '-'' 0 AiiiiiiLl lir. [III _ AIM ( . ) \ �P` EY %' ZONING MAP OHO ``~`�.�oti,4 pit ''t SAN DORADO BUILDING F (OV 1500864) i °LINDED ���� Attachment 4 IF IF I. -aVNDEO 4�6 Development and Infrastructure Services August 14, 2015 Brad Anderson Kitchell Development Company 1707 E. Highland, Suite 100 Phoenix, AZ 85016 Sent via email: BAndersonQkitchell.com Re: San Dorado Shops F 10556 N. Oracle Road CA and CLP (OV1500864) CDRB Action Letter Dear Brad, The Conceptual Design Review Board at their regularly scheduled meeting of August 11, 2015, voted to recommend approval of the requested Conceptual Landscape Plan and Architecture subject to the attached conditions of approval. The next step in the planning process is consideration of your application by Town Council, which is scheduled for September 2, 2015. Please keep in mind that a resolution to the loading area screening needs to be reached prior to the Town Council Hearing. If you have any questions, please contact me at (520) 229-4836 or rkirschmann@orovalleyaz.gov. Best Regards, Robert Kirschmann Planner cc: file Planning Permitting Inspection&Compliance Engineering Operations Transit (520)229-4821 (520)229-481 5 (520)229-4815 (520)229-4894 (520)229-5070 (520)229-4990 Caring.for our heritage, our community, our future. 11000 N.La Canada Drive•Oro Valley,Arizona 85737 II 10 r O.010A 4UNDED va Development and Infrastructure Services Attachment 1-Revised Conditions of Approval San Dorado Building F Conceptual Landscaping and Conceptual Architecture Planning Conditions 1. The Final Landscape plan shall comply with the types and locations of plantings as specified in Addendum C. 2. The Final Site Plan shall demonstrate compliance with Section 27.8 Off-Street Loading. Planning Permitting Inspection&Compliance Engineering Operations Transit (520)229-4821 (520)229-481 5 (520)229-4815 (520)229-4894 (520)229-5070 (520)229-4990 Caring for our heritage, our community, our future. 11000 N.La Canada Drive•Oro Valley,Arizona 85737 r 1 \<\ \ ‘.'<*s\ \ \ -\, „,„ \, \ ‘, \ V\ _, \ \ \ . s, r c\--‘) . ...# 2444,... \` PUBLIC ART \ Z \ r. \` $Z �ce��-(�r, LOCATIONS \/ --- , 14- V% li.f. '' - ' '14\N \ , ' • Iiiiiii1/416-. iftt \ ., \ ' AZ, 44.*4r4i.,444.... ..-. \ N-.-7. , U V......A) 14 ,,,,r.„ ..07_,' .. •lft A o'W SQ. . • iI, ii,,' 10 y>, 7 ,,, CQ,1*--( IA, i,l_i-,....- .A \„- t_ ....,,,.. , , \' �.// • ,q� PAD• �+• �`',-,\ _, /\,::i:;,..„,; ;./4.-,\\<.. -. ..„,:„. f% 7 O Phase 2 _ ii4 _ \ 40Sisb , -, L ,i,_ . --. i , 4, . k!„.,.... isot‘ \ --___ _././ --__ i _ _ _. .,.;._ ' -1 I - •CI h .► eltik oiliiii ----� . % \, i::� 1 ►::• At►::�1►:it ,•,�. e \�f ,44410 0, _It 41t. 4. /,//"kr,,,,e\\CZ'6. ;_whfilet..7 ,410.i!..,*'''• -I-1, '.'-,/' , ib, if \, 'I 7 1 "I-- . . 0 .0, 1.--7,ww. ,\\ E \ ;:t,!, • 1,,,cf,„ 1 ::4 ifii IT. : .16tim eifill!Sein,14 )?; • l• /i,/ - O� it�� 0�0 'S!`;'` 1,--_ ';;_ _ '_itgr 0 1 ,\Fife_ t;+_. t r �! _. \F:_.4 T 25 ,Do /`I I ;„'1 1 I 1 1. w.,II e 1 1 1.-e 1i.::1 u_-e 71 u'-I►` `i I::I T r--e_.I I"1 1 r•,Gl►7/i �` , o w /L, 4' .: 1 a.1 d, r?_' M. ,0, ►:_' r_' M, r_�c'•.. _, `, 08.20.12 4152-ST55 del El KITCHELL San Dorado VI iv" First Avenue&Oracle Road IK A ', Town of Oro Valley,Arizona "1�� ""s ` \ Vicinity Map N •,.\ \ -, ‘, ,,. \ ` \ NARANJA DRIVE ''''''' :;\\\ '\\'''N'\\\*. \\ \\\ N •X N \ \ \ \\ -7 t. vv vvv v ERSIANE ',SITE 0\\ \ . � 034 PUSCH VIEW 0 ��" LANE ••HOPSF \ \ . 0 D' CO � • U Q \\ J dC..... ♦ fist, �\ c\AI ` \ `� ,\ .. \ \\v, . \-, \\N, ' , \ , ,, lig4) s „ „ v ... 13 170r‘.*, lie. , \\,,,:‘,,,,,, \"'„\.,. \, \ 0 r '''.i‘t \\\\‘' , ",;), 0 ,s‘:.:,,A . ,N \\ 7 # Z.. o se ♦♦ • N\ SITE DATA - COMMERCIAL N : ' t 7,00 /A -... # /� �• /♦ ♦ sgoPs y \ \\\ \\ / SITE AREA,NET: 526,758 s.f.(12.09 Ac.) 4 ,. / \;;\\ \ / TOTAL BUILDING AREA: 65,011 s.f. ki,,,,,,.. � • •e �� vvvvv vvv 7 / \. \ / F.A.R.: 12 �? SHOPS C• re\ \\ / / // ` •� \\\\ `,.\ //�/%i// /%// PARKING PROVIDED: 408 Spaces ' .,� • '• ' \\\ \ ////// / / PARKING RATIO: 6.29/1000 o.,,osc. / &4---"4-4) /15L ...., : './.,.....-imew ,se.114- '. ' \\\ \ / _ tr , SITE DATA RESIDENTIAL f ,iiii i \ illh, .... • ift, e mt. ,. e / \ " 'Si Site Area,Net: 685,297 s.f.(15.73 Ac.) je • _ \ \: uo \`\ Total Building Area: 374,917 s.f. ...it A.'"-'''''S I t.• • \ `\\ Multi-family Units: 274 2-Story&3-Story Units b i 410,.. ....,,,,,,„0. - / 4 0 \ \ Total BuildingFootprint: Cr Mir �. "� �- , \\\\ `\\ tP 128.050 s.f. •� =.c __�4 ,•.,!•''.•• �\ \\\ • %Coverage: 18.68% `� ttrr.� INIii -'` — ♦ �:.• ..••...•.... ... •.. • .1 /••° \\.,\ Density: 18 du/Ac. 1 I � � .1/1 41. :^__! old i -.ii [:■ ��,,,\si.; / \` Parking Provided: 538 Spaces \I;,\ , \\\ ; esay I ■■ iL_41:_ _:_�� ■_ .4 j e� • �.. `�\ Parking Ratio: PVgi \*" T7.I` .. � �• % .:l/ \ VOff' \` i 1 =� f owe �=� ��`► ‘ , i Ark"..4z.z.a. i, _.. „," • ,,i... .1:il‘ \LI.0.....:_.1 ii"....i_k 4.. \\ , ‘,,,:.,,,:,,. :\\\S \ illiktri•L_ .. ‘,.—Proryy .1 Oal Na_--'..=u_ irl #1,11.Jr----0111._ 17) •'4,\;I: -A\ .',:*.,:,',,,.-„ . \\ ,\ r r a • ° a 6 ir =I f\ illE E VW 4*\* /48 A'''Jll' ' '''''''''':,'.. \s`,\ 's co 1 i, . 171 al t Pr off-II —1 U — (te • ' Ic'4 . --1.' \' ili oCr ...I t- -i 4111-111"11145141111 MN. hrilM. ih:. ._;I■ I-'7( AN* IIIM I , _ 4o_ \ `„,\ \\: o 04 25 too' / l•. -:q I ia!1 1 1!e:•!l cat:lain;1; 1!�:!11P h 1 h 1111 -1 i,7 `' ' t.,,.■ Ii RI Au. v v 0' 50' 200' .14;/ / L -- MI .MHO li ii .MMO,' !it i•'j ..MHO, MI I' li_ig :rA'--4.IM \\ 07-13-15 __ _ _ -—.. 4152-ST73 ir ^ '1\ E. KITCHELL San Dorado i a First Avenue & Oracle Road.11•1 � '-' Butler Design Group,Inc '� Town of Oro Valley, Arizona i. architects&planners Ati BY: \ . . \ . . 2. \ . .3 • \ . ,,Q ::, \ . \ , rtf 4 2 \ %, . .. \ \ ,I it&'......:,,,4•. \ . ♦j1 4,999 S.F. 4t4T4• ` Q♦' di�� N \ ,,, \,. \ , , 24 FT �O �►I< ' ♦♦# ♦ ♦ �' �_. • , \ , ,. „ \ -' \ .. \ 9 ...‘, 4 N A��L,� \ \ !. 3 / yx \ , e I s.,/ / 441\4,, :„,, / Oth vbb�Aib�f►' 4„„„,....„. .4,,,,,,,,,„ __ \ S- .� 4 moo.�,��t5 • \ , : ,, 'Lb \ '' ii6, , / \ -p \ „,,,,,,,,,,,,, , : . , , „/0 /0 • / \-\ \ !Z \ ,,,,,,,,,‘ y \\ \ 9 \ / ., 4-Z,**::' j Q♦ \ . / , Q♦�Q PAD E Q Q- 4,500 S.F. �►�' z Q♦ • • 24 FT •♦�'54-, X \ I 1 �'' 5' 20' 0. El lamas San Dorado - EnlargedShops F Slte Plan _ First Avenue & Oracle Roadr-r,';n .7 7 Butler Design Group.Inc Mark Taylor Town of Oro Valley, Arizona = Butler &planners f. ; BY: .. \‘,_ \ I 1 ' il 10.•..e-. .//,-,t. i I i I . , I 1 4/ 1/ofr, ? 1 , I I t I I Nkial , I I N I I- \ ' 1 1 j P, 1 f11. -.'I I ' • \\ ♦' I . •%SI I „ y�► \\ ;` .0- .. \146\\\\*. ' moo°+ \ i ��r, /�i //:/�' 9 ♦ ki I s'� existing la)dscape `� \ \ ♦10�♦� �''"' / V/ Q ♦ . tb I n &irrigation rea to be \ '�♦♦♦♦ ��i�♦ \ ,r �j// f/ ./ ��G r� .�♦ I j �,► ; ! protect ewsti g landscapelib \ •�^��'�.���t''.� 1 \ •�/ / � + ►'• anoint irrigation,Burin new \ + -����.�ti �:, \ i/ZA/'9/l 1 j�tI ' ♦ ' 1• 1 : ` I : I construction \ \.. �`�♦�i,���♦♦��`� '\- ./A N \ ‘\\\\ P1' A ''- 101110 ,... 1 ,. ,i \ .__ , \\ e\ -water) , I ,' 4/0 : J ! �� SHOP(1 y� \ .� ' H. 1 screen wall �\� —" i \\��� i h area to be I I �� �+ ��? �fw per Arch plan\ 1 // \ '� pt sting land I 4r, is��.,,� ''/1' I , ; /� / \ t. . • ! and, , *xi,during ne 4 999 S.F. ♦♦.� d= ` • I I i \ \co CDEPTH .eS-, •1♦♦♦ it,. •, \♦: I ; 3 A\ % il \\ i ` \�� ramp 4fr+it'.../ *71,&' V.CV\ °• '� \\-:, ;+ rhardscape and -.♦ ;.; f M''' 41,11:�e1 \ U\ �� materials per ° ♦ U \ ��� ( �S \ 1: t • iVw /�. \ \ A. % Itillh141"0 ,,,,A, N.4, • �•y7♦♦�- �♦ III O \----,, . � lire!, ' i I li l \ CJ \ a J, ��� . • �i♦i�� ��e♦i♦ 2 III Pg'a�;. ! ; ' 1%\ \ �' . E 1� _ .�.• 1/4. . �♦ V A / U underground utilities a" k;r i . , ! trail �; 0 �►�4�.♦.:♦® \ O per Civil plans j `\ ''/' • i \ \\ ; < •' v �.�,Q®/ � filerik. ,�j+ � , ! v A �►O ROB\\ ` \ �V 'OJrr ( ----1-*-- �� . I_ ! r1i, % ice\� r \ %) \ �, ,--, O c :mo t < >,k ,\ I �/�' V1 r'*-• •4-,::tio,;-;'-..-4t3:01000:s. \ p fr,,,....0 ,.refuse • y �����V'��t������ \ t "� - "'Atitif'''''''� 1 i i PROJECT KEY PLAN ,-,4 , r� \,i i�i�i�.�i pis O O .a,,,1 \\ ,.r k`• 0 ' :�.." �, �;���;i�j I �% 3 NOT TO SCALE n. ,n 1 �� `� ��i "�,;' AY ' ' ,' LANDSCAPE LEGEND \ , ��\` Q ,,� I \j �,I' ALL TREES TO MEET OR EXCEED A.N.A.SPECIFICATIONS OWNER ENGINEER \ e\ /% � : f �... ��; I �` ; `�'� TREES CALIPER: SIZE: CANADA DEL ORO PARTNERS THE WLB GROUP,INC. \ transformer •w ✓ 5 I !• i '�� \ • �Yt j`• ! I - �1j� Fouquieria splendens 8'Height Min. 1707 E.HIGHLAND,SUITE#100 4444 E.BROADWAY BLVD. \ \ it ` ;Am' , �, .,,, j I —__!�4: �j( Ocotillo 10 Arm Min. PHOENIX,AZ 85016 TUCSON,AZ.85711 \\ i', y r � O� j I j ��dluii� (602)631-6101 (520)881-7480 \\ \ �` line•f sight t. �g r. ,,4 ! i I ! ! i _ • _ Parkinsonia Honda 3.50" 48"Box ATTN:BRAD ANDERSON ATTN:DAVID LITTLE Multi-Trunk @ DLITTLE@WLBGROUP.COM Palo Verde BANDERSON KITCHELL.COM \ ���� tYP r�/"F� \ I ,ik,'�/.i� C�\ I„pi; `L. �� ! I 1 3/OIIIt`\\ \ Itt\i‘ \ �i Na...,.., 1� /Lli•, ' i 1 I iAll j ���. i Prosopis chilensis 2.50' 36"Box \ �;rA, `\-�, _zit—, yi , % ! t0 ARCHITECT DEVELOPER 1• f/ \, I I : i Chilean Mesquite „„, �['7Y �i,I I i I Multi Trunk \ line of suit ��.` \, /r. ,j' I ,t `l i i { `, BUTLER DESIGN GROUP KITCHELL DEVELOPMENT COMPANY 5017 E.WASHINGTON STREET,#107 1707 E.HIGHLAND,SUITE#100 \ •‘V"‘i\, (0°- ` ' 1' !!� 'r , I 1� ! i Prosopis velunt na PHOENIX,AZ 85034 PHOENIX,AZ 85016 I j ' 2.50" 36"Box \ \ I i Velvet M ulte (602 957-1800cT `� \ `.`,I ` I ! i ! ! Multi-Trunk ) (602)631-6101 \ X I�.7 1 I N G ®\ r ; I / ! I � I �i ATTN:JOHN MEISSNER ATTN:BRAD ANDERSON Y\ \ I ` • I • I I j j I I` SHRUBS and ACCENTS SIZE: JMEISSNER@BUTLERDESIGNGROUP.COM BANDERSON@KITCHELL.COM WASH' \ �/ , ••� \ ( / i ; j I Agave amencana-varigated• 5 g� �1` �'' I I j I I I I Century Plant ik'' % ..... '� ..` ri ek ° / i' ! I i i I I I i I ! Dto ri sn bngissum 5gal. •I : . .f,� 7 ! / i ! I Tootless Desert Spoon I I ii i a� Dasylerion wheeler' 5 gal. \ j i% r / 7 / I I I i ! , I i �ii Desert Spoon \ /' try/ / �' I I ; I I ! i Siojoba is chinensis existing 9 w t:.r\ \�i• y .1 / °1 I I ' 1 I i I 1,11; jIII Jojoba 5 gal. awes#area Ito b� ' '. ;, ,>ry I ,f ;'" III I I }rote t exjstin landscape � y�/� �����'/ I � '�� I I i ! i i � ! # W beri Agaverii 5 gal. � .„� �,.and trrigationt dukirig he�v �!��% f�� �i, /; ! .111 ; I 1 'a t i w..P Q Q �j �i�q / i I ll I114 / . .-,-7_,const[rictioii \ �' , ! 1aI I ! ! Hesperabe Pawl" 5 gal. - d k i J � �I / i I i i Red Yucca It; I;/�� 7r ADD f�.��l,�;' P� \ \ �/�� ���� 1 ! ! ! I I ! � }` }' � \ , ''� f , ;/ ! I i ! I Leucophyllum candidum 5 gal. ( ��-•<.. r �t f \ J+-� �� 1. i I I I j I ! Thunder Cloud Sage f` - L7 i 'v 6 \ \\ / ., `� _ ! i i GROUND COVERS SIZE: -� \ \\ � : , �� I I � � i I ! I i e Dys�i apentachaeta 1 gal.�� � . i V�rbens go�od'ngii 1 gal. L. , \ \ ! I ; a ! hooding V daa ....... \ V I-t ! 1 I I�i 1 I I I I 4 \\\\ � ; \ vv �®,,��„� I I i �i� �� I j�I I � i I INERT MATERIAL \ r !; �. . ! I I 1 ! I Decomposed Granite 12'Select Express Tanner Gold \ I I I \ I I i 1 2'Minimum Thickness All Landsca Areas \existing Utilities per _ , ,,i I I j i • I ! I I 01.19.14 jib \ Itnl Ian ` i ! I j I I Granite rip rap 3'to 6'Select Express Tanner Gold _ 1 0,1 0 Cdor to match decomposed granite .#1 \k‘\ \\ \ I ! ! I �` ; I i ! Ii i L ��r 1 I I I i V t `I1 III !v ! ' I did/' I I I I . . .10) E KITCHELL og>. San Dorado - S h o s F �•PNDS ;�9 101 �a�TF ? 9 LASKIN&ASSOCIATES,INC .o working days before you d y +.�1 HARDY A. n LANDSCAPE ARCHITECTS CALL FOR THE BLUESTAKES LASKIN First Avenue & Oracle Road \ 2O . 1" Suite 230��((�rrey�a� al �R�ZONA USP' f(602)841.8021 Blue Stoke Center 11404771 Butler s&planners Group Inc r ) architects&planners VI Town of Oro Valley, Arizona ate.. wlaak�de.;Bn�n virmim„ PRELIMINARY LANDSCAPE PLAN DARK BRONZE ALUMINUM STOREFRONT CDI PRECAST.DAVIS'SANDSTONE" EIFS. DE NOMADIC TAUPE MORTAR WASHED SLUMP BLOCK STEEL CANOPY,DE"BLACK WALNUT" EIFS. DE VERANDA GOLD EIFS. DE NEW CORK EIFS. DE NOMADIC TAUPE REDLAND CLAY TILE"ADOBE BROWN BLEND" EIFS. DE VERANDA GOLD WOOD CANOPY.OKON WOOD STAIN'CHARCOAL" CDI PRECAST COLUMN`PEBBLE" 0 0 0 0 +2 — — 7.0.CORNICE ARCH Y T.O.CORNICE �i .,r.+"'"'�� +23' ' -4• -4' _.._� T.O.CORNICE T.O.CORNICE d ! b , 1 i j l a list ii i I ( . + DPI „ .,•any++- Agionh,# ' — ... . � ---- ,TyO+ARCH <,s 0 I - - At+tl'nY f4 � w i Y Ca.: .. r 4 ,i _. ,.� <Rai' I * 1; :/- t t � y111��ii _ . ,., i1 _ ° ; Mr. FF. CDI PRECAST.DAVIS'SANDSTONE" NORTH ELEVATION SCALE 1/8••T-0• EIFS. DE NOMADIC TAUPE CDI PRECAST.DAVIS"SANDSTONE" EIFS. DE NOMADIC TAUPE CDI PRECAST.DAVIS"SANDSTONE EIFS. DE VERANDA GOLD MORTAR WASHED SLUMP BLOCK EIFS. DE NEW CORK MORTAR WASHED SLUMP BLOCK REDLAND CLAY TILE"ADOBE BROWN BLEND` EIFS. DE NOMADIC TAUPE WOOD CANOPY,OKON WOOD STAIN`CHARCOAL' EIFS. DE NOMADIC TAUPE WOOD CANOPY.OKON WOOD STAIN"CHARCOAL' EIFS. DE VERANDA GOLD CDI PRECAST,DAVIS`SANDSTONE EIFS.DE NEW CORK DARK BRONZE ALUMINUM STOREFRONT DARK BRONZE ALUMINUM STOREFRONT EIFS. DE SHAGGY BARKED 0 . o 0 (1) 0 T.O.CORNICE - +21'- T O CORNICE +24' B f _ �23 4" ..wi.w.w..J rT 0. CORNICE - - • ....-1 1 ...... - ' • { s ..,. �. .,_ __--- _ _ +21. 4 Qi.. -,,. T.O.CORNICE N"..fn'! 1 1 • w • 44_4 ., >v•r T �{• —._ +2- 8 r 1 ' _�__ a"t I4__ +2._e. f a a ., } F�t w. (I s '=h +rafi '+� +• NAINSCOT kl s �... -- T.O.WAINSCOT F.F. r '` FFG «-..... .:e .._..:.�°_. " _.:_ " L....... _ _ ..� Q; t.F. F.F. CDI PRECAST.DAVIS'SANDSTONE' EAST ELEVATION EIFS. DE SHAGGY BARKED WEST ELEVATION SCALE 1/8'-f-0' SCALE.1/8••f-O• CDI PRECAST.DAVIS"SANDSTONE" EIFS. DE VERANDA GOLD MORTAR WASHED SLUMP BLOCK CDI PRECAST.DAVIS`SANDSTONE" EIFS. DE SHAGGY BARKED EIFS. DE NOMADIC TAUPE EIFS. DE NEW CORK STEEL CANOPY.DE"BLACK WALNUT" c1/), © = ,, +26' 0� T.O.CORNICE ARCH +21 4 T.O.CORNICE = ' �w��•••••• �w I +13'-8- 4.+0'- !: x._, 17:: 1 ;� s\II v O`MAINSCOT rfli '':rowe 0_-�? F.F 2015.08.17 14182 SOUTH ELEVATION SCALE 1/8'-1'-O• illi San Dorado - ShopsKITCHELL F - Yg5 Mark 1Tar First Avenue & Oracle Road Town of Oro Valley, Arizona AG 1 E ; Butler Design Group,Inc architects&planners t t ,, ..... . . .. Board/Commission/Town Council Notice Form OV Number: V ) O %LP t.) Board/Commission: T r 4 Date of Meeting: 9 ) -) t5 15 Day Notice Deadline: ' 1 L ') 15 Publish in Daily Territorial Newspaper: Submission Deadline: Ad in OV File: f. Emailed to DT: Cost of Publishing: Publish Date: Publishing No: Publishing Placed in V Folder: _ Emailed Projec anager: Affidavit of Publication: Town Clerks Copyolder Postcard Notification Boundary: Notification Feet: Total Residents: Emailed Project Manager Date Mailed out: /*/' HOA's Notification: IV r TotalHOA's: Emailed Manager Project Date Mailed out: /i9 Property Posting: U IA Gave to Inspectors: i)/ Town Posting: U Date Posted: 10'y c4) 0 Town Website Posting: Date Posted: Emailed Project Manager Notice Map Placed in OV Folder: Calendar Invite Updated with items for meeting: NOTICE OF PUBLIC HEARING Oro Valley Town Council The Oro Valley Town Council will hold a public meeting on Tuesday, September 2, 2015, 6 p.m. Oro Valley Town Council Chambers, 11000 N. La Canada Drive Oro Valley, Arizona Discussion and Possible Action regarding Conceptual Architecture for the San Dorado commercial development, Building F, located within the Oro Valley Town Centre at Rooney Ranch Planned Area Development, on the east side of Oracle Road and south of First Avenue (OV1500864). 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 the meeting time and can be viewed at www.orovalleyaz.gov. For questions and additional information, please contact Robert Kirschmann, Planner, at (520) 229-4836 or rkirschmann(c�orovalleyaz.gov. POSTED: 08/17/2015 TIME: 8:00 AM BY: rmf O JPLI EY. fiQ. OVNDED A9 Development and Infrastructure Services September 3, 2015 Brad Anderson Kitchell Development Company 1707 E. Highland, Suite 100 Phoenix, AZ 85016 Sent via email: BAnderson@kitchell.com Re: San Dorado Shops F 10556 N. Oracle Road CA and CLP (OV1500864) TC Action Letter Dear Brad, The Town Council at their regularly scheduled meeting of September 2, 2015, voted to approve the requested Conceptual Landscape Plan and Architecture subject to the attached condition of approval. The next step in the planning process is submittal of the Final Architecture and Landscape Plan. If you have any questions, please contact me at (520) 229-4836 or rkirschmanna,orovalleyaz.gov. Best Regards, Robert Kirschmann Planner cc: file Planning Permitting Inspection&Compliance Engineering Operations Transit (520)229-4821 (520)229-481 5 (520)229-4815 (520)229-4894 (520)229-5070 (520)229-4990 Caring for our heritage, our community, our future. 11000 N.La Canada Drive•Oro Valley,Arizona 85737 JryLEY qqi, O,O., A °VNDED 19'1 Development and Infrastructure Services Attachment 1- Conditions of Approval San Dorado Shops F OV1500864 Conceptual Landscape Plan & Conceptual Architecture Planning Conditions 1. The Final Landscape plan shall comply with the types and locations of plantings as specified in Addendum C. Planning Permitting Inspection&Compliance Engineering Operations Transit (520)229-4821 (520)229-481 5 (520)229-4815 (520)229-4894 (520)229-5070 (520)229-4990 Caring for our heritage, our community, our future. 11000 N.La Canada Drive•Oro Valley,Arizona 85737 ______ � ' 6 .i •� n 6 5 FINAL SITE PLAN 11" �� ri = I = {- �1.40.0 ' �5 SAN DO RA D O =Y•'-'�I� j THIS PROJECT r ,� '.�� � � • TOWN OF ORO VALLEY LOT 1 THROUGH LOT 8 2Ir .0 .,::4-- '' . • ,.:� N 1 4 CQR SEC.7 :�t`'....� , ��11 `'����/7///i�ir' ����1 y 0V1\21208 PROJ : OV1212 ® 8 N NOqz033 1. � � ►— 'fI\ `\</ FD AQT1i(41),EN1'�''%/' �:WO 14 Fj/�s:4_ �1`� ,i,., L41,4 17 C4S)<S6$14"/ ogQ0 V rT'�E:., y::\;.�� ® / , ROONEY RANCH PARCEL 1, , � 2C O ALLEY TOWN CElV t It_. ^=:� Z0 \ E ® / ♦ BOOK 65 N&P, PAGE 22 ,1.35'" O 2,6't4 w, , \ �o� T `, %- :,,::,�► / j ♦ :r "�' ZONING: PAD ;,' ;f1 a�A P.A.D. BOUNDARY � ;��� \� �.i A 4\ .r R=16 70.22'MICR /'4 ,/ .�jif ir.� . �,c - "f�- r..�':, n -. l..'� '`• • � L=146238'(M' /�LLi::+� cay �o 111�111► �,.��.. � ,I, 1 •'.,,'� ."% % L=t460.8T(R) ;'` *TT,*T W`v�NI� ..,7•7�11;: - s' Adm . Add ress • \-1/4,'52.>,,-,,r\vA. � . �� � M " , h: - ;,�,�r / J\ a05108 40-(R , ��I� .iy�tr 1 lr..� ' ' � li i '° ' 1 O7O6 N ORACLE RD% \ :��♦ ;�1 NOO.20'38'W(R),�v�$ - • <'�i �i.�y"" Q* ♦ VALLEY TOWN �� h'�;' it . ,r t _) 1558.36'(R)♦ ri F� 14 hil "' ■ c t;1 .�� ORO V 18, 17 G 23•24 24 19 PIMA COUNTY 19•20 //////%%////%%/'%///iff"''' /%%�/////. ,&//////%//////% ♦♦ \ �,� �i1,.Q -� y I�, rr _ i'Z � • / •�- w, LOCATION MAP \ 4 •� �j •::� A PORTION OF SECTION 7 ♦ �/��y�!'-� -� r •'? ,"Hr.2 T12S, R14E,G&S.R.M., TOWN OF ORO VALLEY, ♦ ORO VALLEY RETAIL CENTER �D.ADOT MONUMENT',,� ,'' ./ , ` A',r,,+..nkb L1 r l 3' = 1 MtLE PIMA COUNTY, ARIZONA �\ BOOK 51 M&•P. PACE 76 CP LS 19854 ,�� / •y �+ ► W W ZONING: PAD 0.39'N6451'51-W�, 7 A...i, ., ,4, _,<1 n_ r - zi, r �q /� y \ ,.,, � `tea- 1�RI Q ,,,i .. � P.C.STA. 598+73.07s '���" '\ �•� ���j �L ,N A s ,/, /,k, /. . ... 4 ..levi ,4,..%-„,_,. . ki.., .,,,,,,,.. ,, , N ,1a , , , a";, ;_,�! 'QU -:t�, - ► •�oCD� LEGEND / - ,s'*Al� `�• .`�d ''Y. ' 6tJI DI #... • E „, o PROJECT BOUNDARY N ^ V(,_,\(., .-IN .�,��:,. � •; 'z h' v, o REFUSE ENCLOSURE W/ .y% •t� Lr' it �� �r5! �► - - RIGHT-OF-WAY SELF CLOSING&SELF O Nf: '�~ ` :1 e���' , '!i r �� PROPOSED LOT LINE Li LATCHING STEEL GATES Q + '*�;. +1 •` ', rh' l r, SEE PLAN VIEW FOR LOCATION .• s••.•4'�� 5 - 7i, - Imo . -.. tt W W� EXIST.PAVEMENTPAD ZONING DESIGNATION �DBCSMUtt % .`.1> ' ,/ .y/ ('.- r f =' uu.s= • �1, �'�V p PROPOSED CURB 1.62'N51'46'09;'71 44P ", /'' o + A � , - 3 PARKING COUNT �( �" =� ��4 Q -� ' • EXIST.PUBLIC SEWER LINE&MANHOLE O \ S41126'38• M,„ l f#:- Ir �� t1. 6 RWH RAINWATER HARVESTING �� —S 0 PROPOSED PRIVATE SEWER LINE&MANHOLE" -,''.• O HEAVY DUTY PAVEMENT �, � �`� w � PROPOSED PRIVATE WATERLINE&VALVE � � l 1380.92'(R ; y✓ J AS ♦� L=860.80'(R) W�^p " • ��' \58 a EXISTING EASEMENT LINE 1 I LIGHT DUTY PAVEMENT ORO GALLEY TOWNE CEN 3' FD. N�M '/�1 it '1�Y 5,Q P� 47 39SR z Q e�N — — P.A.D.BOUNDARY LINE/ 0.'0B'�' 9' `J� RQ���1�\. -- N68'S5'S5•E ` ) J oo — — PROPOSED EASEMENT LINE ( 'j PROPOSED SHADE STRUCTURE ,,; '•/� 564.00' g W — — — — SETBACK LINE _$`pf, '' P FD.BCSM UNMARKED SECTION LINE 3 SHEET INDICATOR DKT pU�l\ f /' 4y \ M 7 0.88'S@033'13'W x 51.70 EXIST.SPOT ELEVATION 7571,pG�gOi'Ff�4.� ., / ', �I� # N63'4426'EI,7 0 ��r� 51.7Q TOP OF SLOPE F6.@GSM UN►�AR•Y i ' 202.15(M) PROPOSED SPOT ELEVATIONIII s 4 (SLOPES<3:1 UNLESS NOTED) N6314'25'E(R) a /1 / DIRECTION OF FLOW BOTTOM OF SLOPE 0.09'Si•'t' •E.• W 201.66'(R) CANADA DEL ORO LLC `' •�• R= •4• ' r3o SECTION OR 1/4 SECTION CORNER COUNTY BOUNDARY / 220-13-002A W^ / ' FOUND BRASS DISK -,N ' 'OWE L=487.13 ZONING: PAD 0 V Y T WNE CENTER ,YOU SURVEY MONO '/ �27'3000' Qo FFE-74.15 FINISHED FLOOR ELEVATION Q DETAIL NUMBER �+ Qq FPE-73.48 FINISHED PAD ELEVATION DETAIL CALLOUT NCoro3'24�w Ia Z -0..Q _ tQ SHEET NUMBER wr 4. ( /H /LP) t58.5D' �'�' CANADA DEL ORO PARTNERS R Q4 . - P �'z8s_/ EXIST. MAJOR CONTOUR F I 220-09-003A 4 P/, FOUND c3 EX.STORM DRAIN SYSTEM SECTION 12 \ ZONING: PAD �..` �16 t '� ;� \ t/2'IRON PIN �� EXIST.CULVERT EXIST. MINOR CONTOUR SECTION 13 /%3' ,r, 25.53'N,30.12'w oo .' FOUND 1/4 CORNER 5-pN I . .'I PROPOSED CONCRETE SIDEWALK A BCSM 1/YIRONPIWi - - - - - - - - - - - - - '' ;;� / SECTION 7 BDSM �o '///// •PROPOSED CROSSWALK PER D1L 3 SHT.7 • 34' IRON PIN /, ti5' .- SECTION 18 �- Wao4 — — — _ BOSM BRASS DISK SURVEY MONUMENT — — — _ EXIST.SIDEWALK B� BRASS CAP SURVEY MONUMENT P—N —x—x—x— EXIST.FENCE ACP ALUMINUM CAPPED PIN ACCEPTANCE o• 200 400' 600' BOUND APROPOSER LINE SUB-WATER ED PA DVO BOUNDARYTOWNLINC LATER . VP 61.11116.1.11Millii —••—•••—•••— 100-YEAR FLOODPLAIN LIMIT SHEET CUTS �� ter=` 'tS PROJECT OVERVIEW - - - - - DRAINAGE FLOW LINE ° o o a a PROPOSED FENCE Pr G AND ZONIN INISTR OR DATE 43 ' —f) DP BK 38 PG 19 ALSO SEE SQ#20131760125 _. /3• Ts'''. GINE DATE cPL'.4i ?1.44_. '«.5/21 13 ARCHITECT (MULTI-FAMILY) DEVELOPER (MULTI-FAMILY) 0 V 1212—08 ORO VALLEY ATER UTILITY DIRECTOR 'DATE ARCHITECTURE DESIGN GROUP MARK-TAYLOR, INC. FINAL SITE PLAN o 6623 N. SCOTTSDALE RD. 6623 N. SCOTTSDALE RD. FOR B,: 414PE p/yj; (480) DALE, AZ 85250 SCOTTSDALE, AZ 85250 i; PC REGIONAL WASTEWATER RECLAMATION DEPARTMENT DA' ATTN: 281-5549 C/O B OR EAriOR - - SAN DORADO ATTN: ROB ORME C/0 ROB ORME -- RORMEOMARK-TAYLOR.COM (480) 281-5549 LOT 1 THROUGH LOT 8 1 5131113 RORMERMARK-TAYLOR.COM `�—� PADS A, E-I, SHOPS B-D & e ? BUILDINGS #1 - #27 4 t1.ERk. DATE SHEET INDEX OWNER ARCHITECT (COMMERCIAL) DEVELOPER (COMMERCIAL) ENGINEER ,�,r�'� 76234 BEING A PORTION OF SECTION 7 SHEET 1 COVER SHEET CANADA DEL ORO PARTNERS BUTLER DESIGN GROUP KITCHELL DEVELOPMENT COMPANY THE VLB GROUP, INC. 1-1 MID M. o SHEET 2 GENERAL NOTES 1707 E.HIGHLAND, SUITE Iwo 5017 E. WASHINGTON STREET, SUITE 1107 1707 E. HIGHLAND, SUITE #100 4444 E. BROADWAY BLVD. I:1 UM TOWNSHIP 12 SOUTH, RANGE 14 EAST, G &S.R.M. N TOWN OF ORO VALLEY, PIMA COUNTY, ARIZONA c e,,,,n„,,,,, . Pb,,,,,,,, • s.....,.Ma SHEETS 3-5 SITE PLAN SHEETS PHOENIX, AZ 85016 PHOENIX, AZ 85034 PHOENIX, AZ 85016 TUCSON, AZ. 85711 � '~'A �' Tf1e^ =r* �' N�.K•,» ^•�.�» �•^ I SHEET 6 OVERALL PHASING LAYOUT (602) 264-4411 (602) 957-1800 (602) 264-4411 (520)881-7480 r tp,��k� ..�__ _�._ r„rr nrT.r, t•urrT _ _ .... .. .. ...-., MAY 2013 h GENERAL NOTES ORO VALLEY WATER GENERAL NOTES PARKING CALCULATIONS THE GROSS AREA OF THIS DEVELOPMENT IS 27.82 ACRES(12.09 AC.COMMERCIAL USE; 15.73 AC.RESIDENTIAL USE). 1. THIS DEVELOPMENT MUST COMPLY WITH THE ORO VALLEY WATER UTILITY SPECIFICATIONS MANUAL DURING ALL 2. THE GROSS FLOOR AREA FOR COMMERCIAL DEVELOPMENT IS 66,880 S.F.(1.54 ACRES).(86,630 S.F.AND 1.99 ACRES WITH PADS G& PHASES OF CONSTRUCTION. PHASES B, D, E AND F GENERAL RETAIL H AS 2 STORY). 2. THE TOWN OF ORO VALLEY HAS BEEN DESIGNATED BY THE ARIZONA DEPARTMENT WATER RESOURCES AS HAVING AN ASSURED PARKING REQUIREMENTS 3. THE FLOOR AREA RATIO(FAR)FOR COMMERCIAL DEVELOPMENTS 1S 0.13(0.16 WITH PADS G&H AS 2 STORY). WATER SUPPLY,PURSUANT TO ARS §45-576 AND WILL SERVE THIS DEVELOPMENT. MAX.FLOOR AREA RATIO(FAR)= 0.4. 3. ALINE EXTENSION AGREEMENT FOR THIS PROJECT MUST BE IN PLACE PRIOR TO ANY WORK ON THE WATER 392 PARKING SPACES PROVIDED(INCLUDES ACCESSIBLE PARKING). INFRASTRUCTURE. 18 ACCESSIBLE PROVIDED. 4. THE PROPOSED NUMBER OF RESIDENTIAL UNITS IS 274(17.4 DWELLING UNITS PER ACRE(DU/AC.)) 4. ALL METERS SHALL HAVE A BACKFLOW PROTECTION DEVICE INSTALLED ON THE CUSTOMER SIDE OF THE METER. 20 BICYCLE SPACES REQUIRED,20 BICYCLE SPACES PROVIDED 5. THE GROSS AREA OF ALL PROPOSED IMPERVIOUS SURFACES IS 761,193 S.F.(17.47 AC). 5. ALL FIRE SERVICES SHALL HAVE A BACKFLOW PROTECTION DEVICE INSTALLED ON THEM. SEE ALTERNATIVE PARKING ANALYSIS FOR PHASES B,D,E AND F PARKING 6. TOTAL MILES OF NEW PRIVATE STREETS IS 0.14 MILES. 6. WATER INFRASTRUCTURE SHOWN IS NOT NECESSARILY THE FINAL DESIGN.A SEPARATE WATER IMPROVEMENT PLAN MUST BE REQUIREMENTS. 7. ASSURANCES FOR SITE IMPROVEMENTS,LANDSCAPING AND RE-VEGETATION BONDS MUST BE POSTED PRIOR TO ISSUANCE OF SUBMITTED FOR REVIEW AND APPROVAL THE ORO VALLEY WATER UTILITY. 9 ADDITIONAL SPACES PROVIDED FOR CIVIC AREA PARKING. GRADING PERMITS. 7. WATER INFRASTRUCTURE AS REPRESENTED ON THIS PLAN IS FOR INFORMATIONAL PURPOSES ONLY. A SEPARATE WATER 8. SEE THIS SHEET FOR PARKING CALCULATIONS. IMPROVEMENT PLAN MUST BE SUBMITTED TO THE ORO VALLEY WATER UTILITY(OVWU)FOR TECHNICAL REVIEW AND PHASE C MUL TI-PANIC Y HOUSING COMPLIANCE WITH APPLICABLE STATUTES,CODES,AND SPECIFICATIONS. ADDITIONAL WATER INFRASTRUCTURE MAY BE PLANNING GENERAL NOTES DEEMED NECESSARY UPON REVIEW OF WATER IMPROVEMENT PLAN. PARKING REQUIREMENTS 1. THE MAXIMUM ALLOWED BUILDING HEIGHT FOR THIS DEVELOPMENT IS 45'FOR C-1,C-2&C-N USES,50'FOR OFFICE USE AND 75' UNIT BREAKDOWN: CARRIAGE UNITS 14(5%) FOR HOTEL USE. COLDER RANCH FIRE GENERAL NOTES 1-BEDROOM UNITS 88(32%) 2. THE PROPOSED BUILDING HEIGHTS ARE AS FOLLOWS: 2-BEDROOM UNITS. 136(50%) PAD A=30' SHOPS D=24'-8' PAD G=30'MAX. 8. FIRE HYDRANTS CONNECTED TO AN APPROVED WATER SUPPLY OF 1500 GPM FOR FIRE PROTECTION MUST BE INSTALLED AND 3-BEDROOM UNITS 36(13%) SHOPS 6=24'-$' PAD E=24' PAD H=30'MAX. IN SERVICE PRIOR TO COMBUSTIBLE MATERIAL DELIVERY TO THE SITE. TEMPORARY CONSTRUCTION OFFICE TRAILERS ARE CONSIDERED COMBUSTIBLE MATERIAL TOTAL 274 SHOPS C=24'-8' PAD F=24' PAD 1=24' 9. APPROVED FIRE APPARATUS ACCESS ROADS MUST BE INSTALLED AND IN SERVICE PRIOR TO COMBUSTIBLE MATERIAL (BLOCS. 2, 24,27 AND GARAGES ARE 2-STORY; BLDGS. 3,5-10, 14-16,18-22&25 ARE 3-STORY; OTHERS ARE 1-STORY) DELIVERY TO THE SITE. PARKING: BUILDING#i=25' BUILDING 16=38' GARAGE 111=23'-6'BUILDING#16=38' BUILDING#21=38' GARAGE#26=23'-6' 10. APPROVED AUTOMATIC SPRINKLER SYSTEMS IN NEW BUILDINGS AND STRUCTURES SHALL BE PROVIDED ALL GROUP A,B,E,F, REQUIRED: CARRIAGE UNITS(14)x 1.5 SPACES 21 BUILDING#2=27' BUILDING#7=38' GARAGE#12=23'-6"GARAGE#17=23'-6"BUILDING#22=38' BUILDING#27=27' H,1,H.R,AND S OCCUPANCIES FOR EVERY FACILITY,BUILDING OR PORTION OF A BUILDING HEREAFTER CONSTRUCTED 1-BEDROOM UNITS(88)x 1.5 SPACES 132 BUILDING#3=38' BUILDING#8=38' GARAGE#13=23'-6"BUILDING#18=38' GARAGE#23=23'-6" MAINTENEANCE WITHIN OR MOVED INTO THE JURISDICTION. APPROVED AUTOMATIC SPRINKLER SYSTEMS SHALL BE PROVIDED THROUGHOUT 2-BEDROOM UNITS(136)x 1.75 SPACES 238 GARAGE#4=23'-6' BUILDING#9=38' BUILDING#14=38' BUILDING 119=38' BUILDING#24=27' BUILDING=12' ALL ONE- AND TWO-FAMILY DWELLINGS AND TOWNHOUSES USED AS MODEL HOMES WITH SALES OR CONSTRUCTION OFFICES, 3-BEDROOM UNITS(36)x 2.0 SPACES 72 BUILDING#5=38' BUILDING#10=38' BUILDING#15=38' BUILDING#20=38' BUILDING 125=38' GARAGE G=14' AND ONE- AND TWO-FAMILY DWELLINGS AND TOWNHOUSES WHICH EXCEED 3,600 SQUARE FEET IN FIRE FLOW CALCULATION GUEST(274)x 0.25 SPACES 69 AREA HEREAFTER CONSTRUCTED WITHIN OR MOVED INTO THE JURISDICTION. 3. THE TOTAL AMOUNT OF LANDSCAPED AREA REQUIRED WITHIN THIS REQUIRED IS 15%. 11. TEMPORARY STREET SIGNS MUST BE INSTALLED AT EACH STREET INTERSECTION WHEN CONSTRUCTION OF NEW ROADWAYS TOTAL REQUIRED 532 THE TOTAL AMOUNT OF LANDSCAPED AREA PROVIDED IS 366,347 S.F.(30%) ALLOWS PASSAGE OF VEHICLES.ALL STRUCTURES UNDER CONSTRUCTION MUST BE CLEARLY IDENTIFIED WITH AN APPROVED (1.94 PS/DU) ADDRESS. 4. THE LANDSCAPE BUFFERYARDS FOR THIS PROJECT ARE: WEST= 30'(BUFFERYARD'B'),EAST=15'(BUFFERYARD'A') 2 THE INSTALLATION OF TRAFFIC CONTROL SIGNALING DEVICES AND/OR ELECTRICALLY OPERATED GATES ON FIRE APPARATUS COVERED: 1/UNIT(274)x 1.0 SPACES 274 WASH =15'(BUFFERYARD'B') ACCESS ROADS SHALL INCLUDE PREEMPTIVE CONTROL EQUIPMENT COMPATIBLE WITH THE FIRE DEPARTMENT'S EXISTING 5. THE BUILDING SETBACKS FOR THIS PROJECT ARE: FRONT=30', SIDE(EAST)=15', REAR(WASH)=15' PROVIDED: GARAGE SPACES 64 6. EXISTING ZONING IS ORO VALLEY TOWN CENTRE P.A.D.(MOST RECENT AMENDMENT: OV911-03&ORDINANCE(0)No.12-06) SYSTEM. CARPORT SPACES 250 7. ALL PUBLIC ART REQUIREMENTS MUST BE MET PRIOR TO FINAL CERTIFICATE OF OCCUPANCY ISSUANCE,PER ORO VALLEY ZONING UNCOVERED(UNRESERVED)SPACES 209 CODE REVISED SECTION 27.3. GENERAL UTILITY NOTES TOTAL PROVIDED 523 8. ALL SIGNAGE AND LIGHTING TO BE ADDRESSED AS PART OF A SEPARATE REVIEW AND APPROVAL PROCESS. 1. SHOULD AN EASEMENT BE IN CONFLICT WITH ANY PROPOSED BUILDING LOCATION,VACATION OF THE EASEMENT IS TO (1.92 PS/DU) 9. MINIMUM COURTYARD/PLAZA AREAS: (FOR REFERENCE ONLY.SEE LANDSCAPE PLAN) OCCUR PRIOR TO ISSUANCE OF BUILDING PERMITS. COMMERCIAL AREA(REQUIRED)= 2,107 S.F. COMMERCIAL AREA(PROVIDED)=5,197 S.F. ACCESSIBLE PARKING: RESIDENTIAL AREA(REQUIRED)= 2,741 S.F. RESIDENTIAL AREA(PROVIDED)= 5,197 S.F. WASTEWATER GENERAL NOTES REQUIRED: 2%OF PROVIDED 11 MINIMUM OPEN SPACE AREAS: (FOR REFERENCE ONLY.SEE LANDSCAPE PLAN) VAN(1 PER 8 ACCESSIBLE) 1. ANY RELOCATION,MODIFICATION, ETC.,OF THE EXISTING UTILITIES AND/OR PUBLIC IMPROVEMENTS REQUIRED BY THIS COMMERCIAL AREA(REQUIRED)= 105,351 S.F. COMMERCIAL AREA(PROVIDED)=124,969 S.F. DEVELOPMENT WILL BE AT NO EXPENSE TO THE PUBLIC. SEE ALTERNATIVE PARKING ANALYSIS FOR MULTI-FAMILY HOUSING PARKING RESIDENTIAL AREA(REQUIRED)= 137,059 S.F. RESIDENTIAL AREA(PROVIDED)= 143,236 S.F. 2. THIS PROJECT HAS 4,211 PROPOSED AND 0 EXISTING WASTEWATER FIXTURE UNIT EQUIVALENTS,PER TABLE 13.20.040(F)(1) REQUIREMENTS. 10. THE TOTAL AMOUNT OF CIVIC SPACE TO BE CONSTRUCTED WITH FIRST PHASE IS 23,760 S.F.(0.55 AC.) IN PIMA COUNTY CODE 13.20.040(F). 3. ANY WASTEWATER DISCHARGED INTO THE PUBLIC SANITARY SEWERAGE SYSTEM SHALL MEET THE REQUIREMENTS OF PIMA ENGINEERING GENERAL NOTES COUNTY ORDINANCE NO. 1982-154, AS AMENDED BY PIMA COUNTY ORDINANCE NO.1983-5. THE DESIGN VEHICLE FOR THIS PROJECT IS A SU-30. THE DESIGN SPEED FOR THIS PROJECT IS 15 MPH. 4. ANY WASTEWATER DISCHARGED INTO THE PUBLIC SANITARY SEWERAGE SYSTEM SHALL MEET THE REQUIREMENTS OF THE 2. ALL NEW PUBLIC ROADS WITHIN AND ADJACENT TO THIS PROJECT WILL BE CONSTRUCTED IN ACCORDANCE WITH APPROVED PLANS. INDUSTRIAL WASTE ORDINANCE(PIMA COUNTY ORDINANCE NO. 1991-140, AS AMENDED). SEPARATE PUBLIC IMPROVEMENT AND CONSTRUCTION PLANS WILL BE SUBMITTED TO THE TOWN ENGINEER'S OFFICE FOR 5. THE ON-SITE SANITARY SEWERS,EXCEPT PUBLIC SEWERS WITHIN PUBLIC SEWER EASEMENTS OR RIGHTS-OF-WAY,WILL BE REVIEW AND APPROVAL. PRIVATE AND WILL BE CONSTRUCTED,OPERATED AND MAINTAINED ON A PRIVATE BASIS,AND IN ACCORDANCE WITH AN 3. ANY RELOCATION OR MODIFICATION OF EXISTING UTILITIES AND/OR PUBLIC IMPROVEMENTS NECESSITATED BY THE PROPOSED APPROVED OPERATION AND MAINTENANCE PLAN,IF REQUIRED.THE LOCATION AND METHOD OF CONNECTION TO AN EXISTING DEVELOPMENT WILL BE AT NO EXPENSE TO THE PUBLIC. PUBLIC SANITARY SEWER IS SUBJECT TO REVIEW AND APPROVAL BY THE PIMA COUNTY WASTEWATER MANAGEMENT 4. THE BASIS OF ELEVATION FOR THIS PROJECT IS A FOUND BRASS DISK SURVEY MONUMENT 0.88'S80'33'13'W FROM THE SOUTH EAST DEPARTMENT. PROPERTY CORNER.SAID ELEVATION BEING 2580.51 ADOT(1929)DATUM. 6. A PROJECT CONSTRUCTION PERMIT MUST BE SECURED FROM PIMA COUNTY WASTEWATER MANAGEMENT DEPARTMENT BEFORE 5. MATERIALS WITHIN SIGHT VISIBILITY TRIANGLES MUST BE PLACED SO AS NOT TO INTERFERE WITH A VISIBILITY PLANE DESCRIBED BEGINNING ANY WORK ON THIS PROJECT. BY TWO HORIZONTAL LINES LOCATED THIRTY(30)INCHES AND SEVENTY TWO(72)INCHES ABOVE FINISHED GRADE OF THE ROADWAY 7. CONSTRUCTION AUTHORIZATION FROM THE PIMA COUNTY DEPARTMENT OF ENVIRONMENTAL QUALITY IS REQUIRED BEFORE SURFACE. BEGINNING ANY WORK ON THIS PROJECT. APPROVAL OF THIS DEVELOPMENT PLAN DOES NOT CONSTITUTE CONSTRUCTION 6. FINAL SITE PLANS AND IMPROVEMENT PLAN MUST BE APPROVED FOR COMMERCIAL LOTS OR PADS PRIOR TO ISSUANCE OF ANY AUTHORIZATION. PERMITS BY THE TOWN ENGINEER AND/OR BUILDING OFFICIAL 8. EXISTING WATER METER SIZE THE NUMBER OF EXISTING WATER METERS AT THIS SIZE 7. ALL WEATHER ACCESS MUST BE PROVIDED TO ALL LOTS WITHIN THE SUBDIVISION. N/A N/A PROPOSED WATER METER SIZE THE NUMBER OF PROPOSED WATER METERS AT THIS SIZE DRAINAGE GENERAL NOTES V4" 8 1' 5 1. DEVELOPER WILL COVENANT TO HOLD TOWN OF ORO VALLEY, ITS SUCCESSORS AND ASSIGNS,HARMLESS IN THE EVENT OF FLOODING 25 2. DRAINAGE WILL NOT BE ALTERED,DISTURBED,OR OBSTRUCTED WITHOUT THE APPROVAL OF THE ORO VALLEY TOWN COUNCIL 3. DRAINAGE STRUCTURES MUST BE CONSTRUCTED AND INSTALLED ACCORDING TO TOWN STANDARDS AND PAID FOR BY THE DEVELOPER. PARKS AND RECREATION GENERAL NOTES ALL DRAINAGE STRUCTURES MUST BE DESIGNED TO CONVEY A Q,,,FLOW. 4. ALL DRAINAGE FACILITIES WILL BE CONSTRUCTED ACCORDING TO APPROVED PLANS PRIOR TO THE ISSUANCE OF ANY CERTIFICATES 1. PERMISSION WILL BE OBTAINED FROM PIMA COUNTY FOR TRAIL CONNECTIONS OF OCCUPANCY FROM THE BUILDING OFFICIAL FOR ALL AFFECTED BUILDINGS. AND OTHER PROPOSED WORK WITHIN COUNTY PROPERTY. 5. THE DEVELOPER WILL ACCEPT RESPONSIBILITY FOR MAINTENANCE,CONTROL,SAFETY AND LIABILITY OF PRIVATE DRAINAGEWAYS, DRAINAGE EASEMENTS AND COMMON AREAS. PERMITTING DIVISION-BUILDING CODES 6. ALL DRAINAGE WAYS WILL BE CONSTRUCTED ACCORDING TO APPROVED PLANS PRIOR TO THE ISSUANCE OF ANY PERMITS FROM THE TOWN ENGINEER AND/OR BUILDING OFFICIAL FOR PARCELS AFFECTED. THE FOLLOWING CODES AND STANDARDS SHALL BE APPLICABLE TO THIS DEVELOPMENT: 7. DRAINAGE MUST BE COLLECTED AND RELEASED FROM A PROPOSED DEVELOPMENT AT THE LOCATIONS AND IN THE MANNER EXISTING •2006 INTERNATIONAL CODES WITH LOCAL AMENDMENTS PRIOR TO DEVELOPMENT. •2005 NATIONAL ELECTRIC CODE 8. DRAINAGE WAYS MUST BE PROVIDED WHERE NECESSARY TO CARRY DRAINAGE FLOWS THROUGH OR FROM THE DEVELOPMENT AND SUCH •2010 ADA STANDARDS FOR ACCESSIBLE DESIGN DRAINAGE WAYS MUST BE DEDICATED AND MAINTAINED BY PROPERTY OWNERS OR PROPERTY OWNERS ASSOCIATION. •2006 GOLDER RANCH FIRE DISTRICT STANDARDS AND FORMS 9. DRAINAGE WAYS MUST BE DESIGNED TO NOT DISCHARGE ONTO PAVED STREETS,EASEMENTS,OR PARKING AREAS. •2008 ORO VALLEY POOL CODE 10. PARKING AREAS MUST NOT BE USED AS DETENTION BASINS. •2003 PC/COT STANDARD SPECIFICATIONS AND DETAILS FOR PUBLIC IMPROVEMENTS 11. DRAINAGE MUST BE COLLECTED AND RELEASED FROM A PROPOSED DEVELOPMENT AT THE LOCATIONS AND IN A MANNER EXISTING •2010 TOWN OF ORO VALLEY DRAINAGE CRITERIA MANUAL PRIOR TO DEVELOPMENT. • TOWN2004 TONN OF ORO OF ORO VALLEY ZONING CODE,ION STREET CURRENT REVISED STANDARDS AND POLICIES MANUAL O V ���2-Ot:J 12. HDPE AND SRP MAY BE USED INTERCHANGEABLY AT THE CONTRACTOR'S DISCRETION FOR STORMDRAIN RUNS WITHIN THE PROJECTV PROPERTY.SRP MUST BE USED WITHIN PIMA COUNTY RIGHT-OF-WAY. •ORO VALLEY TOWN CODE,CURRENT REVISED. FINAL SITE PLAN N FOR o a SAN DORADO LOT 1 THROUGH LOT 8 a - PADS A, E-I, SHOPS B-D & �y�u, BUILDINGS #1 - #27 er., .234 rr. BEING A PORTION OF SECTION 7 = F.) um LI TOWNSHIP 12 SOUTH, RANGE 14 EAST, G&S.R.M. Ni �iM� TOWN OF ORO VALLEY, PIMA COUNTY, ARIZONA � The- ��7� v' _... .no . •,o_ ._Svr.•r+^O r-. r1 1/ 7 Q `4i , w^•.=•o.wron+t•can wee-w«pn t0-,,;14 r„ uw�ntt • RUN A; PI-A MATCHLINE-SEE RIGHT \ ` d� - 1-36 HDP 8 31 LF•. '`` � »= mot! mom �� mum EXIST MH 2 �� 0�'` 0 0.79X •'E �%��. �` •, T • \ �\'IM=53.44\ \' \~`�' , ! \ QS`���'�1 0� 40� 80' 120' \� ,�� EXITS[•rWALK\\\\ INV.(SW)=41.44 0o .r. . J'� EXIS�SIDEW ( )- �. , \ * ti ,/;bp " + �� , TO REMAIN \ NV.SE-42.46 + J04"r?5S s IM=2552.' / '`\ �• ` C�NNECrTO EXISTRUN A; •2-A � 'EXIST , a' MAI f \SEXISTiatl2729-17 \ \�SE1.' :� .-j \ NV=2547. �- 8' BL OUT l \_ \1 HDPE7.38 T• REMAIN\`� INV.=4.46 ` �� \ :11IN \CP 1.0 0 9 SLOPE .�_ \``,` . \ ``AI)A=48.84'•` { ``;' .1,• = 7• \ \ \\ \ \INV.(NE =34.82 0Aa r- INV.=2546.5 �1 4.7 .F. ;" 'V `'l„ �� 36 SD INV.=4@.64\\ \� ��\ INV.(SE�35.97•'� \ Q, ��a, - ' RWH #1 0 S.00X SL•• ' \ `�►� 1 \O,+d(OUT)=44.7 CFS. - PRIVATE . ' 16'WIDEDEPRESSED CURB W/H2O STRENGTH __ \ �\\` \ �� s4'LA T B SRP ` 1 • • i• :• i ► \ST 35 0 E R= •14• \., / \� ' A E OR AN WALK. \ .. \ Q �E PRIVA MH ` - SO6'30'S6' \ A1=487.13 �,, Tb OW MAINTENANCE ACSS10 MAN}iOLE �\ \- \ &27'30'00" \ ? •(M=53./-8�1 i'_ '\ \ ADOT STA 592+78.91 94.5;RT \ \ ` `e'NV.SE)=42.86 �/ \ .� \ • T •, r M \ \\ ' _ 1055- r \ 2- 4"EXISTING RCP'S 120 LF •�'\ 0 0 VAL E�' RETAIL CENTERS p',a N�� �O\ s. NV.NW)-42.66PAD �j p X1 . 5.76 F.\:"SEWER, A LOSX SLOPE.HW=2.45' `fir`, .� BOOK 51,SPACE 76 •', \ NN \� � f1 \ FFEmss.00 t sraRY � \ PER TOV PLANS/99/00 08 \ 3 \\ \.., ` b Kolb'I \ FD. UNMARKED `M-55.33 5,0 0 SF+T ,`�'��`1� 4.tOX PRIVATE \: ,\ OPAL ` ` G yM1 �' •Ri VATS MH �\q. N l �,�" 3 0.30'S06 50'46 E MAIN -,.. j\,. •I M='4• �a . T. I R W Y RE RN `'• �\ L=4871 \\ �; x�,9 �P09�QO \ 11d63'44'26"E M t �� 'ANCEr �' 1 T`� �i"+', NV.(SE)=46.99 •s \ \ a �2T3000 ,�" \ r09 p/ '�d \ \ �- 2.15'M) \,i/r • \' f•.W�TH 8'WING •, INV.(NW)=46.79�� : X T. Tr' �'. \ \ N. \�? \ N. \ \ \\ JJ J `� ,N6,'14`2R5"E(R)ma PR•••i• W � J,. t RIM=2554.1' ,, `\ \.s N- 1 PIPE TO REMAIN l • �`\ \ �~- ��,, N\\` �\\A\ S41'26 3a� M 20 66 O, CLOSURE /,- O INV.-2548.96 .. �" + `may 1.4 \ �\ �O' \ . \ 380.19( ) _ SCREEN W Q,+,(OUT)-7.1 CF \ 1255.- ,FD.BCSM UNMARKED''A I,�O ,, ;� IF 3 •..DEPRES�a• \ \ ^wS �,\\� 1.62 N51'46 09 W 1 R: 4•ENING RUN A; P3-A` `�._• \ " ` \� \. • F'' ,� ` ` �\ \\ ` \ \' \` •0• �` tiF crTDUT)=2 1- HOPE 250.41 L '`\ ,‘‘Pt. Sri "t" \\\ ORAINAr WAY 0 REMAIN ,, .� � 0.79=SLOPE ,\ `:P' \ �t, o O 0 \ 4 S , � u\ ST 5 N 1 TELEPHONE �\ _ N. ; y� 9 \ •\ \\.\\,\,,,,,N \O ` 1 \ \''� EASEMEN 'ER DK 6677,PG. 101 \ .. 4,0 �N \ \\ .t �` \ • i _ 1010 19:• F- . R . N \ `. s, -hitAP `; 1 . '• -af � �, \\ \ _ L�1 \ � 1.•• (•• * \ . FFERYARD'B \ \ "`\ o \ \-\\X \ \ \`\ \ ,. r•C • \ .\ t 1 WIDE 4 CELL)TYPE 2 \` , ,r cr \\\ \\ .Cy ►" V '`C' �a \ \ T �� \SIDEWALK SCUPPER OPENING W/. �\ 9P \ u� �� • \ BOUN ARY \ 9 • ©, u CP i. '• \` �XI. T TON, RST U NSER :,r `, \. rt t 9 r:•.. �' *- i \ !'41\ - ' HIP W/HEADWALL \ , • OU 7.9CFSs, h •.• F :1y ,'�\ .``_ •� rti `�; ` XISt ALK \ :• • •Y k, ® i ..„. 2: T \ ` ` •�� xp;\ •` \ PRO 4 \\ `cry` ' •♦ �' •` i QNV 50.93 !y} 4... • BU LOIN • '` / \ BO \\ t\ wi =37.6 ®.� Q� �` •ii * DAMS MA �Q�� �� UNDAR RWH t • 1�3 \ / 8 iPWR VA V MH�7 2 �, + �! g�f 0 6, "`�' \�'+o-` OPENING W/ dipi 1.* \\`�`'' \ S ,gL - 0 \ •AD 5 \ , �� 5 WIDE 1 CELL , 55 y X SIDEWALK SCUPPER \ st \ '• \` \\ 1 y� =5aoo i 7 a,.�'a �- 'ITQN FLRST FIU5FI INERT \/?/ i �� ;\RIM=S 4t J �' Ei `` ..4 Q W =1.5CFSI2'tK} `\ \ \ ` \ \ + INV.(NW�=48.97 t 1 STORY - 4 �' M� � ' \.. �� \ \ -. 1 NY.(SE)=48 97\� 24'HEIGHT "'0 '�b� \ \: M \ �� \\= MATCH LIN -SEE LEFT-; ti. Flew N I,IMj , E Sp 4soo S F.� d ® 1 i \\/ lk ` \ f \�. �`,\`\� R y,PAR I G ' h. ^ ��W, /t` .,: X1 1` \o. 1'25.53"W(R) SIDEWALK'WIDE 2 CELL SCUPPER OPEENING W/ \ �, t Z5 ! k • *� I ! 'd 'V . .'• 1 ?ti ;,,� \�. ; �� TRITQN IIfi�T U INSERT\ �\ \'\�, 1 \ \,\ ~ if t �1S � ,t { \ (Tr) W _'i •O. 97.SLOPE O^ \ '�"r.. -�4.: 1kS� \\ `� �` Q.(OUT)=3.3CF \ ' � ` . ` \ `� ! ...••� t _: ,,� PRIVATE) \``. •19 \� A&.� ►_� \ NN , ` \. i �� + SYSTEM(T� �V 0•-' j.: ` g+ 1- . `.. ` ��t� \ 2.5 WIDE 1 CELL)TYPE 2 \ A \ \ K• \- \- 0°. ti'` . '0`C, \ ‘ SIDEWALK SCUPPER OPENING W/ •��- �� ` M,E•'• • SH �4�r� N •i::\. ILIVN '� �TljITON fIR$T INSERT EXIST MH #2729-19 t �•9 \; 4 �+4 \\ `iENCLOSURE W ® ra=IKE ;' _tJ•.Y= Q„•(OUT)=2OCFS l R[M=59 35 ' 0�,f iO��e,� �� ®\ �t•Q,Ts f` /;/r \�/` ' �\ 11 SCREEN W r T=trp,„ � � �'AR�G SHO' (Typ. , •.� AIN\ \ 1 �'� \ 1NV.(SW)=47.2• l -ej e/ 3 \ - A� �+`1 ;�,;i ) \\\ ' \ 111110, ... _ .22 9 \ ; 1.ENTRANCE, ,,.. 1 INV.(NE)=47.34 \ >9 p �Q \,: - O X\'' '222- \�1. { / .. 2.0 30" • [NV.=52.91 SNp �. /1,. �:: �.. �\ \\S s,� •;•.. INV. E)=48.3 000 O� �0-''� !l � ���j �,� , 5• -,�- � 24'8' t� `:0 .t � A -, BOUNDARY ��F ��_� � �'�1�Q' a. % Q,w(OUT�27.1 CFS ' * �> �•.• •, 1 ! s � `, J ,i,t .,' � O 6,92 . �► \ A A Q �y�'.e \ `' LA T 6 TO BE SRP `1'�. ,, !� .� ` O \ �V. \ , •r \\ .�K` � RUN Bt P�� Sl \ _ = ,. PRO'• TRASH kb e. l AI ., \ \\\ -• •O LOSURE W NTRAN a. .Y tWt \�/ ?-30"HD* T 9.43.21 .. i ;,. Q \• �� - y�.is /� GREEN WA �` ®' \� '•;\ ``fiv.` •- •R N• \� !.. i ®0.62%5•'2�\ \ t��`'IM=58.25, �• \ Imba 1 r ��`��� ®_ .1g• 1�5:� �-� 1����', '\ f•�$",w+�.�.` / PIPE TO R MAIN \ \, of \,,,,,,, , -- /\ �\ :\ \ NV.(NW)=49.60 ` C'` `:+� •8 g, I't• c 1 059 _� 'i'..6� y i.`\ h �� •• \� \ \\ i\ \\ ` 0 , -1 . �s h • F• PV,• lS OPS C•I �F., 4: !!`�y`��• •7 {t �+'• `I7', '\ �\N\ ACP LS 1943. , , ` � ��' I��'��, g 0. •9I r.E �� } `• 5.i ' /�r+. \ 4,3'N61161' \ \ \ C \ \ \ i` \ N6= ' t:.� .��� •(PRIVATE \ ��. �>j {120 ` g.�3 - 14 \ X1. �� \ \ 1 \i 51 �` ••-••q'i:11•M.Dar'R/14,41N � �, �° t8S r i�BIKE .�i► • f .fir' , 2G • �� \i 1 �Sti \ •• 21 ar i `� TEM T `� .`��� �, 246.925 W'� ' LNG ,,4,..(. • .•1 M� r\\ \ \\�-_ i \c\ 5 CATCH :ASIN �` ,..� I 11! \ •,•• D TRA t>•,�l -�. ` gp +� eP ``� \ \• ' a 3 EF-1 r'ATES \\\ •,+ ` �� / •SURE Wf/ti 'r '� l�\ \ !;�+lP •P• • WAR` \g'0 ` ' IK r� SSTEM TYP.�` IAI.2556.71' 1t,\ .•„ `:®' .\ fENWAi ) 'R=16,270.22 MJfdt \1 , lNY•=253.21' ; t \ '�-;, :UN B; P2-B/7 % ,, 9 • +�►.�_ �•••K NG�/ 0 : t iQ IN=18 3 CFS •\ \ +:UN HDPE 315.50 F: 6.05'' �� 7 ,4 • t4,6„..„. .,\,,.\\, ,,,..„,4 \ L=1462TAX PARCEL 220-0•-0020\ '\\` t°0( `�\ '�` 1.52%SDP" `, ' { /'' i ? p�.t.•' 4C _ \h.Ll\"OPOSE• 'ASH `.6`; .:tiro O4, © ! 9. .�,';.-i80 \d +� e� ; ) \CI ] r/ 11‘ _- s y q, `NTRANCE '�' `1�05 08'40'�R \ � \ ENCLOSURE W/ \2\ (de s.•. ,-.80 .- 6p`••,•' 1 00l ,. �. PAD :\ ` SCREEN WALLS T�- + 5'30 \ * .,4a- ", •• fAt*/ \..0i A �• \\ �� ,/ �•-_._.-----,,,,,,________,, \\\\\\\\ \\:\ PAD c 30 GHT • / `"3'fiiF ' ��►l=r• '' :,,,: c10604 Hoes . �*p,, \\ \Cee,) Cr) .50o s.F.m • ` a TRANCE _-_4` _� , 4.4---_ ��-=1�Y aPn�N �._�- ,.�''� �� IPA s• �• �� / � C'`i STR •• `a. / `A. , W PRIVATE'MH /5 066 �i..__; s�O',6 .1• •., . CP 2.z . 24'-8" Qin 6 \•�: ` / A /WATERSHED BOUNDARY := TYPE 5 CA CH B SI s, SF 1:T• ' �� !_i' i \_terM=61.75 - �' �' iltb _ `V• / f \ c (TYP) l INV.(NEd�SW)=51.78 � • .r. WITH1F,F-1GR 61.41 �T� ir���CO / \ �\ ,l;\ INV.SE=51.9$ +'' ��� • .�- •IM=2561. 1 `• K` \ TTp,/ Z \_� \ ,�,`o ( ) +`' •8"WTR NV.=57. •- tv-� `-�#7ti•. ,ENV. 55 OU 8�0`i� `s �.. '�. •ARKING IF �� OY 1212-00\ \\ \`\ , 01.••X. L•• etKE �714,-• ' "` :, \ ; U�''�' .o P, a 4!; p.' • � '�. FINAL SITE PLAN ME1 ,,,,,� -1 STOR..r \ _.� '``• (PRIVATE PARKING ? - `7��•'I[�' �� .' ' �'�•, FORco FD.BCSM MN `1 * a ♦\..j•� B 1�30'HEIGHT ON. f N. �a \ 1.38 N56 31'12"W \ ` y5•'z . ,I a''.- ..'��� �� Ar 12,900 S.F.fp. a _ N CI- --- ` \•i \, IL NEW P IVA MH/7 - • ^• \ - `y ®e© ''' ,' 10650 �` • ClAN DORADO C21 \ . \ • ' ��_ _ :�\• 1034.93'Ml62 �'� RIM=62.50 � �FFE 63.60 6 '' / ` ,� ' •® �> ' LOT 1 THROUGH LOT 8 a L=a6o.aa'(R, ` INV.(NW?52.35 .++° 1 HEI T v /, \ •• 4 .1 f PADS A, E-1, SHOPS B-D & cli } iv + f1 NCLOSURE W a 'ANC i Z ` °,` +. d AL BUILDINGS 1 27 - \ �� • 4T38'20'(M) PUBLIC AR +.+., to. S.F. 7' E 8 \ a47-39'20•(R) J \ LOCATION � Ey (zt.00D SF.11nTH� �oe7�j 6> _- 63. 23,� BEING A PORTION Of SECTION 7 :� -s1roRY aPttoH _ , D.v1D w. r v IMOe•�1� ��� , urnE TOWNSHIP 12 SOUTH, RANGE 14 EAST, G&S.R.M. - Enq:n••�1nq Plonninq . Svrv•yinq �,2------- ...."1, ' - MATCHLINE-SEE SHEET 4' '�' �.. -' �i`�.---=4 `°'3' TOWN OF ORO VALLEY, PIMA COUNTY, ARIZONA 1 A `� 1 lgn•aeop•/Vcn•t•et�,. • V,Ogr O.hgn \ .l _ `' MATCHLINE-SEE SHEET _3 �� J,A- V ��"`' f NEW PRIVATE MH#6 _ �` �� �� �� omit�� •,` '"� \ RIM=63.55 ,\- ,., r INV.NW=57.27 :l 30� ` 0' 40' 80' 120\\ \' O6 4Tv �f PVC t iPE.6�3Y3 �` �`� 6•1111%mi.1.111. .1 4 2.00%;S�I,OPE 6+ 1 •V., HEIGHT w V.I ,‘ - PAD A (PRIVATE) 62.63 '�Q .§oo SF. � ♦_ FFE=6360I , . .54�1 / \ \'\ \\ i,�1 WATERSHED BOUNDARY fiHEIGHT 9MAx. i_© \ s`�Op I ®��NC xA s 9 6 .-.6 , RUN F; Pt F CP 4.0 to.500 S F. �� •3 � 2 .9�L \` 1-18"HOPE 14216 E 5 CATCH BASIN (now S•F.WITH , is 1 i 4I i , �^ ®1.41 X •a. ' 2-STORY Witch) �, •'` �PROPOSEO ASH �' I ' WITH 1 EF-1 GRATES c., �\, RIM=2562.68' /\, '� I ? c 4/.' ENCLOSURE W/ 6 U� I Q '\*.\ \\z:' ' ;'' INV=2560.00'/ -"�I_____\__:: t Q,m(IN)=B.Z CF I ' 1 I ® - •�I6 •� _ :.:� rl __ _ ► -. �a � ti� ^' _ r .■�s�•4 cc) 239.03 L.F.8' •.V �`� LAST •'Ts BE SRP� .�iiini k„,0 __my 5 © , 63' 4. r .-- - -- Z." ---0 0.48%so. , :Y 1\\l\ i Uinta • i!'..'' 9- a1F,`T ` - 1' i 'O /(PRIVATE) ���'• _ - s INV.'=2 1\`_ a'!�7 . 0�. Aft -a5__- 1----z-=:.-=-5.. .=----rTYP.144:---- a -+ r :? _-.�r! ,- .. _ _ -. -- ! R� TEIfi;11�t `- • TYPE 405/ 5 CATCH BASIN ,r�.w 0„(OUT)=509.9 • ••11Z v, 6A 5; _ 5"5 ," fl►PROP.l fRA' ??_-:: WITH 1 EF-1 CRA1E _ _ <�iil�i •®!:IIIiI\� , �`1, , ,, 51- 1i66•�Q / 66.14 ��ENCLOSURE W/ --� .74 RIM=2567.70' RUN D p-1D' ' �. \ R�EN ��.��� > '.0.-'• INV.=256i.94' �: •� ;' `r --. ,..: •.._.:..� � ... =r, CP 5. $� vim: -, !N=3.1 CFS _ �:c� �.. �. , 2-60"HOPE 19 86 1•" F NCE -GARAGE'#26 1' WR INVLL 5 62 � 0'0 ) J. �:�1' Q • +N - RUN E; P-3E 0 0.62%SLOPE 1 s;• WED- M I i S::'/� FFE=69.00 -1 r' :'WTR[NY.=60-`'' �`: „% 1-42'HOPE 106.58 LF rt . __RIM=2567.70''' �� 0 `--LAST 104'; &c ` 0 050XSLOPE` t MH#1 EL= �:a' r• �;. R` zto3 R E P-tE �, } BUILDING 27 � .: •T■ v lig. , t ,` �,.-- ,. •n 2t04 � h: ;1 1 t03 .ivaur \ RIM=68.17 iSYSTEM(TYP. 1 7• , V. ,i BUIL:8312_ 3 ,s Ijil, r.-_ .....•■�./ \;t.ip � , , �• 0.5 "a• ^; "� .■....•■.,:`6: 3 , �.: U ' • INV.(NE)=55.95 '<`` i PRIVATESLa•S• t '; E 1- 2SIORI -:�nr►ii� � �' s�.•�( I FFE '0 ® \ INV.SE)=55.75• I( ) {, ■ ■ 9.950 27t01 6 �! •8..0 �•t... NV(N =55.65 R oaN Y W• .. 111-t AR - , :�� i• '` 2202 2 SI41ES s !• 1 02 -- (PRI VATS)�j i +��/. * v ' i ! 1k. �i� a .43 11,550 S.F. 2201 �� F g 5 2 r / 7,76-\Vrijiiiht..iNk.,:-�_► ` 4"INY SW)=56,09 FLOOD PLAIN LIMIT ;• !�.`I �2t02 '� t •■fir:• .1®,��►►�, 1 , '14'x14' (` RKING21Di �A='_ 1. 1� 7 '91 ii�/ �r �$`v -4RAMADAIRi ; .v _� Ci I �.- . . 6. )a 211 / �►.� � NY.-56.0002' - WSEL=2564.30' 1 ♦ _ T� _��1► �. 64INV.=61.75f\t ia1. �.�1 L: 1 . f "SYSTEMTYP •1 y,�' J� • �� Q •� e■ .■ ,A , •aswR t 1�i ENCLOSURE W - .. �; - © ` \.. ...•. / 1 �� �'• '= .8.00_ �'. •$WR NV 57 02 ©� 3i '�`S> vwu■•_ , CP 5.1(JUNCTION 01) I Im► T `y '.� :'°" 2'%• `�'+' /�>* 2a2o \•.•r.�•. • :,t r "P V. S AT ASIN i SCREEN WA ► • ��`„' 1i� �I 4, .Q tea ,© �i `t� 41�SD iNV.=6.22 4 ♦ �•:11,•=n�/ • TAX PARCEL 22 08-Q020. • E �,,a _ o OPE 4 i 1 !. 't� t11�,\>r .. � '!: �u�_ � �et®, ■,7,� R tf'E P IE 24'104z 40 69/S '��, i PRIVATE ATE • at \ ,�.= RIM-2567.75' i 1 i. <, • 2a�• ,. iINV.=2559.20 1 VIEW PRIVA MH #4 111111/ci Q/�(/�.�. _ . � �, � r ! 4 \• r \ r :i" R .Y., �® .- - •0 0 maw 2 2 z0 t r) ,. 0,41N)=10.9 CF - Yl •. .it114 a� .� r 1:•: �O. 03 "O +♦�Y _ RIM=68.84�NI�r1± - `��" 'FFE 70.00 4,o \ !t ;INV.(SE)=64.42 ��ti _ °` a EW •RIVATEMH - �I�!4 24105 i 24103� . E23 .�♦\WSEL= 1 ( )_ 0. trl. :,4 1 256(,.60.I 1NV.NW 64.2 1 r:"' .1i .iliiille©��••/.:� aL s WEI I; gym. 24208 :•I \ j• ! I • IY=•9 SIC i�T IM=6$0�, . t2:��s, ♦ FFE=69.50 44�Ar •9.23•O J��'e WSEL=25 567 0 .i- �...,�L.- •1 i 14a.- • • 4. INV.SE)=59.1 -�>~.r ' 'NV.SE)=57,9 -�"L ' « FPE=68 83 .9--;;;„.„..-----:___-:;--'''.._'-'2,, \; a,...�"a: i' A� NV.(NW=59.05 D 74 :. tr INV.(NW)=57.75 2 --a �30. .. 4 ,- B 224t0066 t T6• n?o°a4 •' 69.40,. \ s\\, i3O.SOL a Co�r►�, t _ �. zs; TH -1 r ATES 47�� ® r /`// - r,Aw QF. 33oau u 33°t �II PRIVATE �>. i 520 s ,.,cs' // 1 , 'R,•4-a! �' Q ) . 251�a RI1t=256Z.8,3' 2a207 NEW PRIVATE MH#6 r�i�./ + �Q�• 3z0a 3z0t )�1� �� .\\II S ; IN ill 5t0 V.=2Xp . 2a07 ✓ 12303 LDING 2 .41/ : \ / ; j � \\N \`` 'SYSTEM(TYP.) ..+�it" 3,Oa 3to, - C i:'�'l OFFI • GILD #25 i 223ot -� RIM=69.10 f- \� ji j �' i i?1 ;+1 BUI INC#3 I BUILDI 1 I- � I/ �O� IN=4\5 CFS ♦ a gg t2 of ® 222°t •' „'©}, \ .-_ INY.(NdE)-57.55 `:e. \. ., \., tt j t, , t If r 1'1 t_ \ -_ ,� ��z�■ `fliZia�� A - �- �r \� Z Mtn ~ `!l 9 NV.S =57.35 , r.,,..s,�. \`\\ ill i' I ' ' t 1F. V 4to ■�' FPE=7o.33 1 1T 1 3 S DES ���`. Ia S t4.aso s. h,'` i�> ;1� 1: S ORiES . , <: 2 18 200 SF. 25302 !►. .) '�i •.•�.;1 r- ' 't ;t i,;I1 1.11X SLOPE . ^� ,I. T.•Y _ .- fir• 3303 14,$50 S F. 33oz 1 .�; + 22302 N v -4 tt•. > �' (PRIVATE) 'j •� ., • I !. t�5Do S.F -,� , 2,5203 202 f > tjE Q 3 3203 3232 1 _r► ., t0.3 2510? " ♦. , 22202 . _ ► 1' 1�'tt 1�, {1 1, �I t +�a 1YtjN tS�'P'20 _r►!,' •:j i 3,03 3,D ��a� * 22102 ` ,0, - .0 - • / �1t e t ?�Ti Ili t r rt-' �1y J -60'HD PE 16 71�:• �r •�.•Rs'4 1 PARKING y(��tl������a 1 ` \ .O��'�I `%) �� r ', 1 1 1't 1't! Iri�i 11 ill 'S --'w'� 1, 0,•61X SLR' iiiLy"( '#L-•�� ADE "TRUC RE 6i. i1�sa """. 0ewmin�s�t�is'-7' ..7r• 0 1 li 4)11 .e ms...,- ,Ln-��/ 11t 1 �'.ZSp' fr \✓ 1ti EYIIPRIVATEMIN •+ �� 1�, 0 TYP. q �:17,F •Z�;!I•:X� i, x� ��`'��.T flt1 ' ' 'J ! Of W 1,`rItRIM=70.91 , .T.S.;:o.:# / ga '-53ot • 0 �a'! � 1 •x ® PRE,• i i (Iiiii4;‘,41,*1,' t1►, 0 ,•, �_�" E:l! �wL>' 1�1 i i O_ !INV.NW=65.80 .a�r r0�11 520, '' AMADA Cm 1 1i L. 60 9•�c a t 1�ii�' -'� !'({ W"�'"'°" 7070'!t' 'j _.�' l ( ) ©'fir r� scot 5�2 saX�I�(Sf Rd a•. ,.�•'� RA6IAQA I'°�. ems, 21 o4 2i of �, _ ___ s . If r � � r� 3 SEL 2s'fir i'i•�_. rr1.►, •�,• 1. t4x1� \EA T BAN9dNE� ^\ BUIL �t W - ( !I I : 7 • j „Ai • 5102 - o �" lik i + •.•�„_ ♦ r 1 6•:: f •/ ( I.Np®ti�e.� _ AR" 4 BUILD RAMAtA 0 �1;�;lea�i�41 r ♦ # j $ ll , IjIIIIIV.4.:41 , #� �O 1 Er.� �° �,►� ® ,'i9t al sr � �WI" tifili,„,....- 't � ,- ZI� f �i 1JI: ���••� 1.�� ITI ! ( 3 5► ES �, /__., .1/ ! 1! i 1 L r 3 �' POOL c c:u\1 ( I t4,. S F. /f f ! J 4,700 �•^.. " J� 5304 t,, r 2t303 Zi302�� r'f !f�' t, ! fir.....„ir1 // 14. S F. I 1 3 , (y1._• !/r f` 1/��I' l/1' r,' f ('/f I �l,�JI� # 5204 R 5303 p.•�;• - ,„04 ` ♦ • 20 „ 21202 ',r ;'•,1jr�t�l,rfit ,rJ� f Pita. f(l +aU� Stoa 5203 -4 ► 1 '~• ' \ PROPOSED "03, © 2' _] 7Q,, Tom_ rf ! ' 11'`f f 'r' r !', 1 N, , 5103 O• 00 �` �. • �► _ �' 14'x14' % �~ y. t �� I 1,,I % ,1 , �� _RU Q IV •. RAMADA i , '�+1 "[ f 'rt 1!f i r' 1, • J ,NC 1,� 1 ,n� �"� �:�ii; +►�.i17�• ��" i �©� .� ���^�� .. j0.S5 1, r t l ',/,,ii : 493'rMIR r i15'R •%` I -4/, ,RIM=257�.80 ��'•i s®•taste � I■w�/irt� w. .. 1 _ Y��w • W' / r J r`, ) BUILD NCI .1g I I 2 0 :: . =2 •1.1- �7 rrA.1111b.-t `� �.. 40\ q• t0 N 0�. �y _1 / 46Q.8�M f IF•. �� !"` i61 i630652, aAR N 9303 0302 ' �Q_li Z- ;, /1 i ! �!• .r 510 730� MI 3 8302 8303 9302 9 03 t0�3, 102�• 50307?;J(i(1 /if L=860.80'R) t`��'� 6 6203 I fi206 / 720 Oi8201 8203 9202 _ t0202 10103; 101 1020T;„�(n f �4T3�20�M `? �� t ' 6202 6103 6106•' S•9q , ,� . 7102 Fio3 8102 8,03 9102 9t0`�, tOt02 1 rl 10' , 5• 9b11i •, , - i WR INV. •1.11 7i _ z , i _ :I !.,._` -.{ U ,,., lt, ,� "4r r I N :4 V:I rant IM 251227. _� WTR INV=67.5: ] A '�--- f -60 H i;E W-98 �93oa '11 Iti '1 rFr Ct:i 1s a,i%,� / i INV,=•`/2i27 ■�) I' ' =257.0.26- 1. 3' 7TOR S 73°8 i t ii t, ! W r N +rs0' .N i RI d. 3.42 'NI, rr 304 i I STi•I S 73 4 • •• i 9201 ST.•IES 9204 ' 1 19.300 •0305 . 'Q ( fi S8 '��{��E/ ���% I , a• - 6305 ,■(IN=10.7 CFS 9 f lip C # ` 7 !�% INV.(N)=67.19 - i�- 6301 •3°419 �' 205 301 14,: .SF. 8301 19200 S.F. 8204 9t0, 14,850 SF. NV=2,i¢7.z5 10 y 1D205 10208 a 1� f` !III 64p� • •MOP.r 4"INY.(S)=67.53" 1�r� s of 6tc41 6 7zo� I '0„�IN)=t0.7 CFS °3 tD o5 - I / ,`1 4 1 ■ 1 t •.� �t0a { 82Q1. r--. atom NEW PRIVATE MH #it 101��02W 1� tmo8 � �� _ t: 1 / if ` ��. - 16 t p s2-� tot �.f atot' oto4. I"� i; !I ,,. 14'xt4 . r r �1 su: ! it•.96 L.F. 8'P.V. ,•IM=71.2 ��! II" �1.26 - 1 j m !i', i, i�- ;49 A 0.46X SLOP 1 l� r♦s h. HDPE 1.00. :1. F. 8"PV 0 // • t 1/1. !f • RAMr �� iq....„....„„,„.„,a7...esid„,:ani......i.....,:;....:......_ INV.(S)=60.61 l.ra.SU• ...l . /',/, ��,.�+l oa �_ _ :� PRIVATE >�i'�'. �I f :'C� ,.n .r + 1. 6m 00.50XSLOPE 1� • v:•*�. � � INV.(N)=60.51 rro•�'CL %1 t rr l ! N.,, ' :.�.-.,.r- AWRINV. 63. 1� �'' r. ) i►i0 � � - '� y,41 :� iQ '� �.�� , (PRIVATE);1Ir'., ✓9,.1 , ; >' c��'•-. 1 a �'� O ? c, O 4" INv.(w)-so95. © ��. i1 � - ,� ; ! ri1g7 a ,, .73.6,.y - O 1 18"SD INV.=66. � f __ � •:tsA_ _ �E,��.. � / i � O ,1 vi.6r' H , .Ill► _ 4UR"�, .A 1�1 1 ,. ,R. 1�I� tak*.:,1 ,,. I,' -_-+.�-�r.�, y .. f rF / 4l. I t Sta. / , • r : i ` i11� 0�^• q�0 _ NEW PRIVATE MH#9 f, 1, IA Si. Oo 149411 �t1�j i-18'HDPE 25.04 Lf i�f. 1; o.. •• - 8"SWR INV.=59.86 " -� RIM=71.58 %ii !,1 fir; 0 - piwilfa attars - - 2.60- - 41 a ''J�'! J ,1' J _p•4.4• , i • fi 1:', .1 "tom this P ,aa�. -A9.57XSLOPE _ ff Ai :_1 SDINV.=67.08 _!.il ` ,� - INV.(NdcS)=59.16 �,L.MI._.ram .n� ,■ - "f j ----- 0 0.45X SLOP _ Tr t� t� /1 !i f11 TYP. 7 ,� s a - 02.26X OPT,�.�•- �r i'i�4;� •'��!i!iT ri1,-��t•�i':7( ��'•�i!i■i OY 1 1,G-08 . %A %r ( i imp. , TRA ■�. '� I` ��� ♦•.••,-,•v-4 i ,2 _•.. ,• !:4'•., (PRIVATE to �. • 4..� ►O. INV.(W)-58.96 ; 1 PRIVATE o♦ �. O �t,, r ! ., lU� 1 _atti� ' OUNO 1/4.1• 11 // ////./ t n .t_� 1' a� I i�► �`'.0 ,� •- ... FINAL 'Wi••a••a. ■.416.4••-4 ......•U D- - --- �a ti• - Lf F L SITE 331 - - r-'� © �.','r�fiGn u� j� iv'- , 1 2 36"HOPE 354.74 % ', �iil/ /, ;/1 / $� J�. /' L - _ .riE0ar ® V'.�71t- -�70a S.F. -60"HOPE 62648 LF k �� ,. - " A 0.62X SLOPE FOR il i/ :i 1-9 �m YtD SEC �1)UN I,/f� •UN D - ' ' i� •• x• RST AYENU XTENSI4 0.61X SLOPE N a �1 SAN DORADO `' 15 BUFFERYA'I JUNCTION D3 4,700 S.F. p _ - - ENCLOSURETR LOT 1 THROUGH LOT 8 ii ,i socrw3337E ,i T..,-i'•4'_0 WI ti . I UBLIC INGRE ,EGRESS AND- �t t; -PRI. T RIM=25Z140 tC1:. RUN D_ •__. r a 1 •Y_ 2-fib`ADP •. 'LF / W' "' , ►, SCR NW "RIM=2574.71 PUBLIC UTILITY EASEMENT INV 25655 W = 'i '2S, ilr dTYP.; �•; �. P 1 q ILD�IG A�I(- it c- B g -17 �'" - W 2sf�ij� /� iN��;,��« ' _1 1Nv=2561.70 PER DKT. 9867.Pr; 1896 3 o�s O'2.7s SCREEN WALL PARS A. 8 1 SHOPS &-D - BpEXIS MH • N if X ST - 10'S/r G-83-t'- t -tC`S- / a • 0 REMAIN TYP. ( IM= 8.21 1 _6-s-` "�' M - 1 z o EXIST .6 33-0 Te . BUILDINGS #1 - Z �f`' ,1fin -- - t WATER SYSTEM i �12 11;:i% 0 INY.N}=69.85: CQ OSi W. -`1558.44 Y --,- .. TWA R "W w _ ', - BRIM=7264 ��3 234 0 BEING A PORTION OF SECTION 7 t%' �%� INV.�SE=69.8g g3-tl 1-24"HDPE W EADW r 1'381N(R) - _ N N=67.94-_ O�ND w �., G -f0 REMAI. 0 N _c?-_ X T WA!�f:ic�i.�i ► Y. ) 1 /� INV.(E)=70.2• �n6 _ �t1.M=2575.00 1558.36'(R) N NEW PRIVATE MH#1 utnE TOWNSHIP 12 SOUTH, RANGE 14 EAST, G Sc S.R.M. INY.SE-67-•: - b N 2570.00_, ISTRAL AT LA RESERVE CONLtO !N� I RIM=71.94¢-- -��� - T�EMAIN }2 W- �e•,; + EXIST MH #4433-03-_- " OS2�� �`#� TOWN OF ORO VALLEY, PIMA COUNTY, ARIZONA ac �,,, c o....,a Pr<nnmp Sv.wY+n9 .Q„(IN)=27.9 CF$ --BOOK 611 ll&P, PAGE 83-- ..�NV.(S=61.26 - �.__._ - -60"HOPE W EADWALL 4H� 4 i f ��� „.a.«..„<�:..<... �,��o..wn I � "' ) ) '� \ / M= 5.19 MAY 2013 '•■ n Offices\«area.,Tucson.Phoenix,and , W.T[•o►l.0uretTta1' e.c1ue TA uAur s onuntur_nro't4 n erg?I'CC -INV.IN 61.16 � � = 1NV_(NW1=68.43 RIM=2572.60 rna kin 1a1ns7_o_rn�/rnru REF.CASE#OV911-03 � ORO VALLEY RETAIL CENTER BOOK 51, PAGE 76 --� 1 ' ' ,1$.sx'A , 1° -_ 1 * 0' 40' 80' 120' _i A ; {PUBLIC STREET \ ,>"-- `�� - -- _ � ROONEY RANCH PARCEL B -,` _ - - - - Li 1‘s..--- 11 61.110=P111.! BOOK 65, PAGE 22 _ , T - ___ 7571,RG 806 5'WIDE(2 CELL)TYPE Z--- =�_ ! �TRAFfIC • '• - _ -- i i '- �.'_--- SIDEWAIK SCUPPER OPENING W INGAUZATION TYP. --,---.--7-_____ -- TRITON FIRST FLUSH INSERT - -_ .____ • - { I CONCRETE CURB \. - -------- ---- .ADOT STA 608+96.22 9,$.5'R _-_ d Q,,,(OUT)=3.iCfS i 1 t RMINAL SECTION - _ - - �., - _ _- 11116. CONCRETE CURB ADOT STA 597+61.01 94.5'RT �.. 1-24"EXISTING RCP 108 L� TERMIN• SEC •N 1-29"X45'EXISTING HERCP 214 LF 51r _3 0 1.30%SLOPE,HW=1.24' -- _ __ Co 1.13'� '0 0.90X SLOPE,HW=2.79' 4 CATCH BASIN - - PER TOV PLANS#99/00 08 - '� = 4i -- _ `WITH 2 EF-1 GRA ti - i`0 WIDE(2 CELL)TYPE 2- I R,TOV PLANS/99/00 -- \ V Q(TOV)=5.1CFS _ - - - __ -- SIDEWALK SCUPPER OPENING W/ IM=2565.52- SR 77-- .�__. _ _ --- TOV)=29.1CFS INV.=2563,02' TRITON FIRST FLUSH IN, 'T .+' ill •" -- ••,,,(IN)=70 CF ` --(ORACLE ROAD)--- ithhnuhi OUT)=2SCFS EXISTING CULVER \` 'JPE TO REMAIN -_ - .1 -_ TO @E LENGTHEN D - -18"HDPE 71.44 LF DOCKET 479, PAGE 1141114F 1 T DRI R • 16,270.22'Malt �: �' "t W EXIST SIDEWALK _ CONNECT TO ,� RIM=65.32 TYP. - �' X VEWAY TURN _ EXIST SIDEWALK ( ) TO ' MOVED AND CIO :I• _ TO REMAIN \ CONNECT TO EXI,ST 1NV.(SW}=53.40 _ 0 0.98%SLOPE,HW=0.99` - - TM ► 7 � ( - WITH VERTICAL CURB', '146238 M I 60' 07AL V) -INV.=2559.00 ' ■-: MP 10.1 LF au INV.NE)=53.50 ' _EXIST STORMDRAIN `�Q 3.4 CFS- - - g 0 87('t; 0+��•0 ' Q..OUT)=9.1 CFS a 0 O.SOX SLOPE rot SEWER BLOCKOUT�r INV.SE=54.50., -'IIS TO ' AIN= ONCRETE CURB `" EXIST NH /2729-21 �05'Od'S9'(M)- =\ __ ( ) -CONN CT •�, ONCRETE « :+: FD.ADOI M INV.=54.50 SECTION '� �� RIM=70.58, .5.05'08'40"R� \ ' V J 1-18 HDPE 22.76 IF .. EXIST SI WA RMINAL SEC ON TERMINAL SECTI• ( - • • INV.(SW)=59.62------- -0.35'NOl2'14"W _ ®O.SOX SLOPES ` I� WALK CROSS' T- _ - ? T R AND TE HONE W ► [�T S1D WALK - PROJECT - X ST SIDEW �- _ - INV.NE-59.77 ___ _ t2 PVC 9.0 BOUND•'Y -TO REMAIN__ _ INV.SE-60.54 - -�.�...� �T PER OK. 77,PG. 1014-- EXIST�IH 7 HEADER CUR: N CONNECT TO Q ��i ��=►�s�t;.�t>: - "' ( )- - -- --- XI ST SIDEWALK,- z, - �`� a`- 12 P C 9.0 OUN I .-.�_, -- - ... ""�•. - -:_.;SIDE_WA ►-•A� , .�•h 30'LANDSCAPE...__ [ T SEWER MAIN 2 29-22---- _ W' 41 #'► ' 249.07 L.F. 8 SEWER -, _ - �_ „� TOR A[ -RIM=7 .SS W - - � t - -_,..-_2 1 _ •�� � �'FRONT , , 2-t2 •v �` �� . BUFFERYARD 6 �'`�-_ ___- �- __ 1 0 0.50 _ - _ `` `12 SLOPE---- •••• ••• • TR H V , S= . ..Ii. - _ = ILDING SETBACK EXIST SI r W INV.(SW)=65.03 ���� 111 Z X1.2C R .' .:` --(PRIVATE) -_- � X5.12 -�=-_� _ �_ -CONNECT TO-- ii�---CP 5.8 �� - - �- . , - r- -_ - -�• ;,,,..; : TO REMAIN. INV.(NE)=64.36'��> t ENCLOSURE W 631•_. ,. A •„ , i�UN E: R-]0 .`• ST SIDEWALK '- TYPE 3 CATCH BASF /.�---- '°` �t H - `"" '•.. -- .INV SE 65.37• ..- i ' A i •4.. ,,,.,= REEN WALL �-X5.1 r- •1. .1 P V._-_ -•C G- .. ( )_J 1 C6Q i \•sp y 5RUN �{DP 1 .00 LF / 6 �, n 6)• WITH 8'WING - -- - '�/ - O -- XISM4433-ff 9 6_h r _ y` e +��•5 vI ,6 ,.. 4 0 RIM=2568.26 OPRIVATE NEw PRIVATE MH - - - 1 1 ��0 O . h R1GE C ( )(,) ,. -%.� y + a:, C• /4 CT TO XIST 6 66 ,� ENV.=2565.26' '� Q ..•�. �R e F :2 Oa' 1 .1M=71.Dt --PROPOSED t C RIM=75.12 l-•- _ '28a +_ty r -..;, aa:6 N 2 ` Q,,,(IN}=t4.2 CFS �`/� `_ FE taO INV.NW-65.17 - -- N r. .R�•a� Y 1• , S .,, ,, O ti of i NV.SW-64.50 FRi,;li�_� ( ) } 0 O 01• �0 68.4 69 '! �' ��-�r irY � d-, sr0� :� �/ 4" INV.�SE)=64.84 14'x14' INV.(S)=65.30 Q / 0 ',' 0 SYSTEM DTWA. / 1,:;7 a '., ' r 6j,, 6. •'f-, v �;j 1N.• �1`3- ,,, 4700 F. , L� _._ i��' lr. ♦ 5.tt"`.-e-^w .b.INV.(NE) 90 t � { ) I • T A NU XTENSI ON D` O •. i �' F0 \• r:. yr,• // tY � w I /+� 1 i -10 Wt� AIN 0� I ( �t PUBLIC INr E Er' AND �•� �� 4 1• CAN•• +� O i �- C. `►'0� 1 I• �� PERIMETER WALL �� „. W • ®.� 0 ;r�91 - 0. -70.93'`i 0 - �y NTRAN•�,1 r~ �� 64,9• I �PUgLIC UTILITY„EASEMENT 61 ®► -� TYP.).. 0 1.97X SLOPE, r. �•� ' ��'�y � tato7 8306 NING(60 TOTAL) Q =4 t � P,-�..� ,,m, l fr te2os t s: , / %; /FSEEf�DKT. 986?,PG. 1896 O a (PRIVATE), g: ,lion 0: aa f/ ` taros �� ��" 0a , --•PROPO D ,PROPO • OT l '` � PARKIN f/ a gray c 83oa r Q,o.=45.0 CfS ', /.. CFS. - ,� PAD I 0 T �, 2 EW PRIVA MH •7w'/. 18t Bt�LDINC 18 PER SQEV.PLAN 4RUN C; P-C; i f • A \.( i MONUMENT SIGN- 'LINES(TYP. ,;, , 67q� •N (� r..:><+�;;�• 6� •� �• Vim' .v �' ,II+f1 O S '[M=70.29 >! _ �\ sacs ta3o3 1-t8"HOP 1 4,22 LF .' i• i !i'S' 6 "milli .J` g BUILDIDNG SETBACK •a 6 _ \ r 9304 = , f '� 5 ..•.d D W I 8 ,r .., _ =OW, f� • , to, INV.(NE) 62.87 �.2 1a2os ta2o3 0•.81% .OPE ' 0] ii,` 1 6 • ;. 19204 ts_01� ,� PAR ING�� 1 r TYP. /V } a .2 N• /'�` s.qs ! ..OP•SED STORMDRAIN 24'HEIGHT-1 STOR 6 6 . ' >' ,� ts10a INV.(S)=62.67 92d1 �\ 18105 tg103 O XIST WER AIN '.I. 91,7 N. %,?ram: SYSTEM(TYP.) •jr+/ ► '`4,500 sr RUN - -t\pJ P f l . ..•. •. 41 t9t01 1630a �, 7• h •UN E; •-41 .la �, . �,�+.. .•1 Bu f9 6 O^ ♦ t9.++SF\ t83o2._ �W ••..10 CFS TO REMAI .. - _ • . " 1414 1 ( •6 PROP05ED WA_ JUN �N E1 1 la�� j �w'1 • .� 1620a ' �, '�/��t83oa t8202 • -5.11 Jg 2-30 HDPE 33.0 „ ,_ _ 0� TYP. =2567.09 �+ �%"" f• ••Sb ■ ++��#r: �� 1s10a40: lets. •��,azo4 �- t8ta = 12-30"HDPE W HEADWALL.. b 0.5(�X OPE ~ti_• 61; •.R•,• • !:A h �v 0 c.. �y. 4 �v„ �' - <& Q t8t+ t83ot� - / • 0 �. INV.=2563.75' •< � � ��- .' �� 1 �`►�/ . 0 .1. • _,e �' j 1 5-' -/'• \,:. : �:r, .-IES 16303 6 • 0�. h r �.� 18201 i NV.-2 69.50' 6 ,•O .A•J st g• 1 �rr.r: .ENCLOSl1RE Wj�_ 9• F. 6 19303 t4,++S 8 S ,_ «. / 0�• 8"SWR INV.=60.6• , 19302 16203 �� t6301v:ems:: :... tBtOt .'i • /1N 45 CFS R N WALL - •9• •Q 9202 16t03 .:� • • 9' i `. ti O ,� •® iX t5 IS 1ST FEN* , .-/ -I �, �;...(.1 y „,,.. . 18'SD I11566.2 19103 19t02 t 4: " �:� ) ' ;/. �.► �•!•1 _ Ut , �� �'S STORE tStOf -1 id. EXISTING 12LF 7 III ■tt>riiir . `� !r /, ,TO REMAIN (TYP. MATCHLINE-SEE SHEET 4'.,,.a..• - - - .. - •, � - ING- , �, "v'11; t ��r>.C`��._..w����A.��dj�a.�.�A�" -. - �' '` 2020t '�. �� �r..� �1 ���r _.� �`� ) J �� ` ,/, i•i yr I l v_i +ar,.,law+ r 1 r �1-1 1 • B N � + ,. E pLgN I : o, �, 2o1ot_ �• /. 'Ax1 ♦ szo2 2.8 ` •PROPOSED ST•^MORAIN. `- BK" DPG.48 r '��/ M 1 i6t02 �� TYPE 5 CATCH BASIN =' �r -� - T - ! _ 20302- - .�` i53o \''8"SWR INV. 0 -7 j i SYSTEM TYP. RUN 0 P-10D CP 1.14 WITH 1 EF-1 GRATE i1 _ 2o3oi BUI iI C#20 20202 I',-- �rCP 5.5 15203 TYPE a CATCH BASIN R[M=2565.62' aI ' �♦• 8r ``2a�oa 7r1'�' zot0 ss1 a 2' �• INV.=67.79 /r - w �� PR• 0_• TRA HV �i 2-30"HOPE 245.3'LF INV.=2562.it' •rime 2010a ,� t 4 ti �f ` � jt .:0It" ENCLOSURE W/ �"" 0 0.62X SLOPE WITH 2 EF 1 GRATES • ,. S t �� ♦ • • / SCREEN WALL RIM=2562.80' Q+„(IN)=8.3 CFS ..�•• • _ - t 4.850 S.. ® � S��BU LD/IVC 1 15204 a��i 0 �'• "> •� INV.=2560.00' RUN E; P-5E �• h �/� t5202 i52oa y. '� 8 O o�OUT)=2.3 CFS �fG203 ' ►;�,�10 15102 ,\ 1510a / i ,I�:'j3 �3/j 2-30"HOPE]74.40 LF G 7' i x Ot�3 CAT H BA I 3 TOR1 x 0 0.5X SLOPE ,,, ih, . 815.2307741. /. �� c 0 NEW PRIVATE H 0 RUN C: P2-C CP 5.6 ', , `,1^ ' Q 11110p, 1g3o3..RIM=_2571,20'M'�-' 153 7 !`1 ,•j; ��' ` �v)41' N�20•33• m' -RIM=72_65 11111111 1-18 HDPE 45.82 IF x• ♦ sa203 = i740tb,• :av �I �►i 3 1.34` F. :"PV TYPE 5 CATCH BAST 7 INV Z562.12 O. ' 1 15201INV.S 67.00 0 O.SSX SLOPE ♦ -11tl� ♦ 14103 ♦ O- WITH 1 EF-1 GRATE •'� Q,,,(IN=10.9CF ;15tot. �����/ 0 2.00X SLOPE 155844 Y 4"INV.(NE)=67.34RIM=2566.50' `bilk } {PRIVATE} NGO'2O'38'W(R�INV.=2562.98' � � �' ta3o2BUIZINC #14 �;.� y'® �, 4 i 1558.36'R 4'INV.(NW)=67.34 14202 ta30a l�JI 4 i •!•;,"+( 0 �/ �s O CP 1.15 Q,,,(IN)=1.9 CFS O• '�� 1a1o2 ta2o4 '� j A•• 19 � � S CP 0S3''. TYPE 4 CATCH BASIN RUN • P-8E V MH / \-71 AA§ 4STOR EN,ia10a 0 •� •�ip�/ ''-i • TYPE 4 CATCH BA IN WITH 2 EF 1 GRATES NEW PRIVATE < RIM=2562.82' i-18"HDPE 24.75 LF � �� O. t'�S.' v• "�/ ,�% / WITH 4 EF-t GRA S-t---�---'"�� INV.=2560.25' 0 S.16X SLOPE RIM=69.10 ", N Or •:IKE' �4V� :,,r,/ i ••,,S‘;,1*. 1.5'POND DEPTH' O Q,,,(OUT)=6.8 CFS �,57 INV.(NdtE)=57.55 'F }� �- ``''ARKIN Iv s G` �,, %► 4.7++ F ABOVE THE GRATES \ N. INV.(SW)=57.35 '.�1 ♦ mo40Nt ! 0 • �=:®w�' fYb RIM=2572.00' '�e>i • ,.�1,011.1-1$' DPE 26.7 1F:' INV.=2567.98' TYPE 5 CATCH BASIN ' �a RUN DWITH 1 EF-1 GRATE 0 ter �i' • �•■�� i'/8 t91 SLOPE \ 2-36'HDPE 4t.34 LF QEIN)=54 CWS RIM=2568.50' t *6`�� ' /� I' • A 0.62%SLOPE • EXISTING 451F \ N. • p : 8"SW2 INV.=61.75•, ! INV.=2565.00' S` ! •,! �rl� ► !f;''�. i �!;% RUN D Q„d(IN)=9.0 us � , 7 �i�•-y�,, -"-�� �, 18'SD INV_=67.77 I DEPRESSED CURB ice'+''r .86 ' O`. JUNCTION D8 j OPENING RUN E; P-7E �� �:< �'� " '� ••••Q �1 WATER% PROJECT- Rl1A=2572.17 / OPEN 4 CFS .���=:>� B�INpARY INV.=2567.72 1-24 HDPE 74.04 LF •s / SYSTEM(TYP.Y/� PER DEV.PLAN 0 1.04%SLOPE , _ r BK.15 PG.48 l-.. �''` �• r� EXIST MH /4433-02 i RUN E; P-7E r ors s s S f RIM=72.93 1-24"HDPE 47.88 LF 8"SWR INV,=59.83 ,/ .+ ®p �O INV.(N)=67.28 0 3.15%SLOPE 6"WTR INV.=67.37 ,�•1 N NEW NH �9 `�'� 36 HDPE 354.74 LF/INV.(E)=67.16 RIM=71.PRIVATE 2%SLOPE__-� \.1 1 t ` ijL c� p INV.(NkS)=59.16 / , _._-._ 0 V /,G 12-00 INv.{w}=56.9s "OPDSER TWASHM- FINAL SITE PLAN ENCLOSURE c •/() \ SCREEN WALL/ 4,\s, _X FOR SAN DORADO .- T 1 THROUGH LOT 8 • ` LO 7 PADS A, E-1, SHOPS B-D & " `2 BUILDINGS #1 - #27 r. �23~ '� BEING A PORTION OF SECTION 7 OAVI3 w. ^ ' E3 b1 TOWNSHIP 12 SOUTH, RANGE 14 EAST, G &S.R.M. DP BK 38 PG 19 �n� TOWN OF ORO VALLEY, PIMA COUNTY, ARIZONA E�q.ne.nnq • v,onn.nq • SVrveYIn9 �j The �sr* v� �enq...,.......Oture • w.�.. NOTE: t 1 MAY 2013 \•n (1 lltf:roat MxMori.n T.,•.v. Oh.wnix-Grid t w•TrO u•n.•••cmtn n•ct•tc Tn IA•Ur • AAlIATkW`MCOTLI AC A• /10 I CCC o \ \ / ' ,,,/ = / 4c , \ / ; ' / • , \ \ \‘‘ /' \ / // i / ilk ii I I < cii \ / 4; /// / 10-11MILL / LEGEND. • \ • PHASE UNE ` \ /'/�/ „/ ,� '�_�.�1_, ►= ry i' PROPERTY/RIGHT-OF-WAY UNE \\ \ \,� /'/ '/ /// IK a \ L, 7 /' • Z \\ • " �� LEGEND \� \ \ ♦ jel/'� /�%� �\ �\-' -- PROPOSED LOT LINE / �°�," \\\ ♦ `, '/ do /;; . /♦ �:: �I� 1 PROPERTY/RIGHT-OF-WAY UNE / ya, \ , / , Cbs \ / #\ 0,'," /,/,"/ „ %).1/44t4i • a 1,4 ,... ' ////, ,,ii (IC _fr.'r.S.. €11 a 1 .1 ;.ii,'..' 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FOR DP BK38 PG19 SAN DORADO / LOT TROUGH LOT 8 g PADS A' E HI,, SHOPS B-D do '/ ��a�szs± BUILDINGS #1 - #27 NOTE: t DAD w. „ BEING A PORTION OF SECTION 7 L. 0' 100' 200' 300' NE PHASING SHOWN ABOVE IS INTENDED TO REPRESENT THE ANTICIPATED E:a LIME U TOWNSHIP 12 SOUTH, RANGE 14 EAST, G do S.R.M. o The6rq n..�i q. Poo..7inp t"7:,.�.p GROUPING OF CONSTRUCTION ACTIVITIES FOR THE SITE. CONSTRUCTION .-. TOWN OF ORO VALLEY, PIMA COUNTY, ARIZONA 0 - �_� . . - o._., SEQUENCING BEYOND PHASE A IS SUBJECT TO FUTURE AND UNKNOWN MARKET t,0 W ........ ^w" �w'�^I rrwntTtrlNt AC1 t1Rf)INr.I Y TNF(1R(1FR OF PHASES B-E AS SHOWN SHOULD NOT MAY 2013 0 acF r.��Movai 1-03 12'-0"MIN. (2)04 CONT. r 4'-0" 3'-0" 3'-0" _ 3'-0" 3'-0" 12'-4" ` l - I -- 1 PER PLAN l 88' 11'-0" 8" V P 7/��i�///�1�I/.� SOLID s-WHITE STRIPE I 2'-6" 2'-6" I F 5" 12" T _ i,/a////i !/7X/7/ SECTION B-B i I / • 0 CONCRETE PAVERS OR STAMPED tfirlf4101Prielirlir i I �I r -1 AND COLORED ASPHALT , N 3-TYPE'B'POST BARRICADES �� ° h‘11)A#Nt "'C. i' PER PC/COT SD 106 4" CONCRETE SLAB OVER ,. m /• a ° ABC FILL - 4" MIN. — a c li ID / a 6'HIGH MASONRY SCREEN WALL / 0 o j. va a. 4 ✓ PA(NTTTOTMATCH S BUILDICO NGS NGS VERTICAL ATT448"O.C.AND AT Y WALL MTH )CORNERS,� / .�AA Al �,ri-A.. / 6"CONCRETE SLAB JAMBS,AND WALL INTERSECTIONS, ALSO / / a / PROVIDE DUR-O-WIRE REINFORCING NO.9 ' /a a 4` a c d° � 4"x4"x3/8"STEEL TUBE POST EMBEDDED GAUGE AT 16"O.C. HORIZONTAL. l--- -- ----` _i NOTE: 2'L MAXIMUM CROSS SLOPE IN CONCRETE,PAINT TO MATCH BUILDINGS 1/ 4" DIAMETER STEEL POSTS - CONC. `SOLID 6"WHITE STRIPE a a FILLED - LOCATE AS INDICATED. 6' CONSTRUCT DOOR FRAMES USING 1 PEDESTRIAN CROSS WALK PAINT DETAIL O a 3 z3'xt/4"STEEL ANGLE-WELDED. VISION PANEL IN EACH GATE o O USE HIGH VISIBILITY WHITE PAINT N.T•S. ��-..--� FACED W/TYPE B METAL DECK. SEE DETAIL 05/DS3 ° a a PAINT TO MATCH BUILDINGS `" a WHEN OPEN, GATES SHALL NOT I L. -I- / ENCROACH INTO THE ENCLOSURE i a OPENING. ' 12'-0"MIN. i 1'I CLEAR DIMENSION PAIR 6'-0"HIGH x 6'-0"WIDE FOR USE ON COMMERCIAL SIDE METAL GATES WITH rxrSTL TUBE FRAME AND"B"DECKINGKING 6"EXTENDED CONCRETE SLAB OVER 4"ABC -- 111 SEE PC COT SD 109 STANDARD WALL DESIGN PROVIDE CANE BOLTS TO HOLD z 11 MATCH MAIN BUILDING GATES OPEN FOR TRASH PICK-UP. -. ARCHITECTURALLY&BUILD W 11 W/SIMILAR MATERIAL. NOTE: e5 �, SEE ARCHITECTURAL PLANS A. REFER TO THE MATERIALS &SURFACES SCHEDULE - FOUND ON <e, FOR DESIGN. THE ARCHITECTURAL ELEVATION SHEETS. a ,"o FOR USE ON RESIDENTIAL SIDE E n ' -zIll_ 1 a O G I. I OTYPICAL DUMPSTER LAYOUT I E ;�1 MEW ALL GATES TO BE SELF CLOSING/SELF LATCHING&OPAQUE N.T.S. WALL DETAIL WEEP HOLES EVERY 10 L.F.O.0 N.T.S. • CLASS I PARKING , centerline to CLASS II PARKING THE COVERED,SECURED BICYCLE PARKING FACILITY PROTECTS AGAINST o DIRECT SUNLIGHT AND THEFT OF THE ENTIRE BICYCLE AND OF ITS i COMPONENTS AND ACCESSORIES BY THE USE OF: •I. BICYCLE LOCKERS 4'-2" I•• : t 4! W.: ` V. Y 2. CHECK-IN FACILITIES I MANUFACTURING INC.800-253-8619. 3. MONITORED PARKING �\ OR APPROVED BY OWNER EQUIVALENT.EARTH TONE COLOR AS '"`,,_� 4. RESTRICTED ACCESS PARKING c DIRECTED.INSTALL PER MANUFACTURER'S SPECIFICATIONS. '_v^_,;_l .i Tc nib 5 OTHER SECURED PARKING AS APPROVED BY THE TOM OF ORO VALLEY. SIDE E '"t T�1- 4"CONC.SLAB - • 1- 7.7, ''' MilININIMEI ..,b. . Di. 1'--.5 .f —6.42'--1-- •5=1' / �i�{//��I\�, "'? TYP I TYSP.i 8"DIA X 12"CONCRETE FOOTING I 8'MIN. I / ., 3.17' 4'-2" 95%COMPACTION 4"CONCRETE i'' ...51#41,..- '' i ,- R SLAB 4"CONCRETE/ 1 / 6'-5 PROFILE PLAN VIEW SLAB PLAN {'' 3'-2" OV1212—08 FINAL SITE PLAN BICYCLE PARKING N.T.S. SAN DORADO as LOT 1 THROUGH LOT 8 : 7" PADS A, E—I, SHOPS B—D & = fs, BUILDINGS — #27 Ji �� 34 �' BEING A PORTION OF SECTION 7 DAND�. N -a 4-6 A i* TOWNSHIP 12 SOUTH, RANGE 14 EAST, G &S.R.M. o DP BK 38 PG 19 IL% TOWN OF ORO VALLEY, PIMA COUNTY, ARIZONA wM,,O •venia.a�ew.inO •. w urvyiey tt:•L�`�' MAY 2013 The wilily. 7'� Mi:..w WNM:n T..n"ww DI,w,:. rind _ ..rn n.n� .n..... w• n